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096.05-01-19.000 139/2021
0182LO"'O TOWN OF CORTLANDVILLE 3577 Terrace Road, Cortland NY 13045 607-756-7490 BUILDING PERMIT APPLICATION Fee Paid: 0 _ Permit No. Application Date: 11/7QTax Map No. q(p.OS-DI-(9-Onn Name of Property Own Mailing Address& Email Address: Phone#: (`p�,'l$(p-37/e2 Application is Hereby Made to (construct, add, modify, etc.) �� "jEaL l-ij4d,� at (address) 111-4 Qom}-. 1-2, 1 Number of Family Units—LO Basement?_ Area (SF)--N4Q First Floor Area (SF) % I. Lb Second Floor Area (SF) N��4 Total Area above Second Floor (SF) Al14 Size of Building 11�t Size of Lot,Setbacks: Front Rear Left Side Right Side Sewage Disposal Water Supply �L4b jL(.Type of Heat_&(,gqj. (TV S Date of Health Department Approval Builder's Name: !,Xt. Mjk1M.LR�jjTf. 11., Phone Number: U67- �Otp- 2- I • _ .i I • Submit drawings showing the location of the building on the lot in relation to the property lines. A set of Building Plans detailing: the foundation, framing, grade and species of lumber, Energy Code Compliance, sheathing, interior walls, stairs, windows and other information that may be necessary to determine compliance with the N.Y.S. Building Codes. All Statements contained herein are true and the work will be performed in the manner set forth in this application in accordance with all codes of the State of New York and all laws, ordinances, codes and regulations of the Town of Cortlandville, New York. Certificate of Occupancy is required upon occupying the premises. The undersigned grants the Town Building Inspector permission to enter upon the premises at all reasonable times -far the purpose of making necess inspections. Inspections require 24- hour notice by, a applica t. �1�JtM Per itA prove Gpt;;. Npw+3— O� Signature of Applicant Permit Disapproved' PA" ,4 gnature of Inspector Date: z//ZOZ/ �f'3�'�a ao) / Signature of Cortlandville Town Clerk m TOWN OF CORTLANDVILLE 607-756-7490 Building Permit # 21-139 Date Issued:12/14/2021 This notice, which must be prominently displayed on the property or premises to which it pertains, indicates that a BUILDING PERMIT Has been issued to: Ramco Develooment & Holdinas LLC Permitting: 21 k sauare foot fullv sorinklered sinale story medical exam and office buildina for Cavuaa Medical Assoc. by Marchuska Brothers Construction LLC at 1113 Route 13 At: 1113 Route 13 All work shall be executed in strict compliance with the permit application, approved plans, the NYS Uniform Fire Prevention and Building Code, and all other laws, rules and regulations, which apply. The building permit does not constitute authority to build in violation of any federal, state or local law or other rule or regulation. Special Notes (if an : Do not proceed beyond these points until countersigned below by the inspector. Footing before pouring concrete k Footing before backfill Framing before closina /� \ Electrical before enclosing_(BY OTHERS) Plumbing before enclosina X HVAC before enclosing X Insulation inspection �/ Final Inspection X Permission is hereby granted to proceed with the work as set forth in the specifications, plans, or statements now on file in this department. Any amendments made to the original plans or specifications must be submitted for approval. Permit Expires: 12/14/2022� Issuing Officer: Desiree Campbell/ Kevin McMahon TOWN OF CORTLANDVILLE 0 607-756-7490 CERTIFICATE OF OCCUPANCY Having complied with the provisions of the Local Laws of the Town of Cortlandville and the NYS Fire Prevention and Building Codes as per the application type: New Construction -Comm. , The following permit holder is hereby granted this Certificate of Occupancy. Ramco Development 408 Commerce Rd Vestal NY 13850 Building Permit # 21-139 Type of Permit: New Construction -Comm. Issued on: 12/14/2021 Completed on: 03/03/2023 Description of work: 21k square foot fully sprinklered single story medical exam and office building for Cayuga Medical Assoc. by Marchuska Brothers Construction LLC at 1113 Route 13 By Order of : Kevin .7 McMahon-C,E,O NYS Code Enforcement Officers: Desiree Campbell & Kevin McMahon 4/ NYSIF New York State Insurance Fund PO Box 66699, Albany, NY 12206 1 nysif.com CA:illa[y_vr=N]y7c•1:iN:1[b9 0141IT, 17:k&T-1 i[•Pl A A A A A A 161458604 LOVELL SAFETY MGMT CO., LLC 110 WILLIAM STREET 12TH FLR NEW YORK NY 10038 POLICYHOLDER MARCHUSKA BROTHERS CONSTRUCTION LLC 408 COMMERCE ROAD VESTAL NY13850 POLICY NUMBER I CERTIFICATE NUMBER Z1420 107-3 217540 CERTIFICATE HOLDER TOWN OF CORTLANDVILLE 3577 TERRACE ROAD CORTLAND NY 13045 POLICY PERIOD 0410112021 TO 04/01/2022 SCAN TO VALIDATE AND SUBSCRIBE DATE 12/3/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1420107-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTrPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP. THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS' COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STT 7NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1024393331 U-26.3 MARCBRO.01 VSHARA AC RO O CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) ke./' 1 12/312021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such NeTnpdorsement(s). PRODUCER cc ,,, CT Valerie Shara Mirabito-Gresham Insurance & Bonds Agency, LLC (Alc°°. PHONE E.n; 607 217-4610 102 1 FAX (607) 237.0279 423 Commerce Road, Suite 2 ) A/C. Not: Vestal, NY 13850 1E-MAIEss. Valerie.Shara@mirabitogresham.com I INSURERISI AFFORDING COVERAGE NAICis INSURERA:The Travelers Indemnitv Companv 25658 INSURED INSURER B:The Travelers Indemnity Company of Connecticut 25682 Marchuska Brothers Construction LLC INSURER c: Merchants Mutual Insurance Companv 23329 408 Commerce Road INSURERD:Arch Insurance Companv 11150 Vestal, NY 13850 I INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH'OLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY 'AID CLAIMS. INSR ADDLSUBR POLICY EFF POLICYEXP LIMITS I ap TYPE OF INSURANCE iMvn vnm POLICY NUMBER �MMIonrvYYYI aarmmnrvVYY1I A X I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 2,000,000] CLAIMS -MADE ❑X OCCUR DTC03KO74636INDIS 121812019 121812020 I DAMAGE TO RENTED 300,000 ELtISES�Ea oecurrearel S �fxc U MEDEXP(Mvonecerson) S 5,000 PERSONALBADV INJURY S 2,000,000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 4,000,0001 POLICY Fx� LOC PRODUCTS -COMPIOPAGG S 4,000,0001 OTHER S B I OMBINED SINGLE LIMIT 1,000,0 00i AUTOMOBILE LIABILITY Ea—ri S X ANY AUTO BAIL3394831926G 121812019 121812020 BODILY INJURY (Per Personl S OWNED SCHEDULED AUTOS ONLY AUTNOpS BODILY INJURY (Per accident' - S _ X X AUTOS ONLY AUTOS PROPERTY DAMAGE IPeraccidentl S _ ONLY s C X UMBRELLA LIAR IXI OCCUR I EACH OCCURRENCE S 5,000,000 EXCESS LIAB CLAIMS -MADE CUP0000254 121812019 1218/2020 I AGGREGATE S 5,000,0001 DED I X I RETENTIONS 10,000 S WORKERS COMPENSATION PER I rtE I I FORTH I AND EMPLOYERS' LIABILITY IN Y❑ 1 AApF�FICERPREIIMBER EXCLUOEOTECUTIVE NIA E.L. EACH ACCIDENT S (rnandatofV ryin NH) E.L. DISEASE - EA EMPLOYEES If yes, desaibe under E.L. DISEASE -POLICY LIMIT S DESCRIPTION OF OPERATIONS hel. D IDisability IlDBLO390000 11112019 1213112019 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Cortlandville ACCORDANCE WITH THE POLICY PROVISIONS. 3577 Terrace Road Cortland, NY 13045 AUTHORIZED REPRESENTATIVE I ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD YTATNEW Workers' CERTIFICATE OF INSURANCE COVERAGE E Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1. To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a. Legal Name & Address of Insured (use street address only) Marchuska Brothers Construction LLC 408 Commerce Rd Vestal, NY 13850 Work Location of Insured (Only required if coverage is specifically limited to certain locations in New York State, i.e., Wrap-up Policy) 2. Name and Address of Entity Requesting Proof of Coverage (Entity Being Listed as the Certificate Holder) Town of Cortlandville 3577 Terrace Road Cortland NY 13045 1 b. Business Telephone Number of Insured f37'CL:I:II:fL:3t1 to. Federal Employer Identification Number of Insured or Social Security Number 161458604 3a. Name of Insurance Carrier Arch Insurance Company 3b. Policy Number of Entity Listed in Box "1 a" 11DBL0390000 3c. Policy effective period 1/1/2021 to 12/31/2021 4. Policy provides the following benefits: N A. Both disability and paid family leave benefits. B. Disability benefits only. ❑ C. Paid family leave benefits only. 5. Policy covers: N A. All of the employers employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ B. Only the following class or classes of employers employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 12/3/2021 By A (signature of insurance's authorized representative or NYS Licensed Insurance Agent of that insurance carried Telephone Number 201-743-3937 Name and Title James Iannicelli, AVP Accident & Health IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413, 4C or 5B is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers' Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2. To be completed by the NYS Workers' Compensation Board (only if Box 4C or se of Part t has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above -named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Dale Signed By Telephone Number Name and Title (Signature of Authorized NYS Workers' Compensation Board Employee) Please Note: Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 111 DB-120.1 (10-17) nEw. odce Coits CERTIFICATE OF INSURANCE COVERAGE mperu8t3on Bbaid' DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1. To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a. Legal Name & Address of Insured (use street address only) Marchuska Brothers Construction LLC 408 Commerce Rd Vestal, NY 13850 Work Location of Insured (Only required if coverage is specifically limited to certain locations in New York State, i.e., Wmp.Up Policy) 2. Name and Address of Entity Requesting Proof of Coverage (Entity Being Listed as the Certificate Holder) Town of Cortlandville 3577 Terrace Road Cortland, NY 13045 1b. Business Telephone Number of Insured 607-786-3762 1c. Federal Employer Identification Number of Insured or Social Security Number 161458604 3a. Name of Insurance Carrier Arch Insurance Company 3b. Policy Number of Entity Listed in Box "1 a" IlDBLO390000 3c. Policy effective period 1/1/2022 to 12/31/2022 4. Policy provides the following benefits: ® A. Both disability and paid family leave benefits. B. Disability benefits only. C. Paid family leave benefits only. 5. Policy covers: ® A. All of the employers employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B. Only the following class or classes of employer's employees: Under penalty of perjury. I certify that I am an authorized representative or licensed agent of the Insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 12/9/2021 By (Signature of insurance' r s authorised representative or NYS Licensed Insurance Agent of that insurance carried Telephone Number 201-743-3937 Name and Title James lannicelli, AVP Accident & Health IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carriers authorized representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B, 4C or 5B is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers' Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2. To be completed by the NYS Workers' Compensation Board (only if Box 4c orsB of Part t has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above -named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By Telephone Number Name and Title (Signature of Authorized NYS Workers' Compensation Board Employee) Please Note: Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form D13-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (1047) 0 I Piiiuivaoiouiiliiiiilioiiiiiiiiiiuiil�l� MARCBRO-01 VSHARA ac RO' CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDOMYY) I 1219n021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Valerie Share NAME: Mirabito-Gresham Insurance & Bonds Agency, LLC ja"cD. N . Es1I: (607) 217-4610 102 I FAX Nol:(607) 237-0279 423 Commerce Road, Suite 2 E-MAIL Vestal, NY 13850 1E-MAIL s: Valerie.Share@mirabitogresham.com INSURERISI AFFORDING COVERAGE NAIC0 INSURERA:The Travelers Indemnity Companv IINSURERB:The 25658 INSURED Travelers Indemnity Company of Connecticut 25682 Marchuska Brothers Construction LLC INSURER c: Merchants Mutual Insurance Companv 23329 408 Commerce Road INSURERD:American Alternative Ins. Corp 19720 Vestal, NY 13850 INSURERE:Arch Insurance Companv 11150 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED -0 THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRA :T OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLIC ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH'OLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY 'AID CLAIMS. INSR ADDLSUBR TYPE OFINSURANCE Man Mo POLICY NUMBER POUCYEFF POLICYEXP 'MMIDDIWWI IMMIDDIYYYYI LIMITS1TR 77 A I X I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 2,000,0001 CLAIMS -MADE �X OCCUR DTC03K0746361ND20 1218/2D20 121812021 DAMAGE TO RENTED PREMISE�$JE.sgmuymQI S 300,000 MED EXP(Anv one nemon) S 5,0001 ,Ff PERSONAL B ADV INJURY S 2,000,0001 GENERAL AGGREGATE S 4,000,0001 L AGGREGATE LIMIIT APPLIES PER: 4,000,OOOI �'OTHEFL POLICY N jEOT LOC PRODUCTS-COMP/OPAGG S S B AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (E"Gcldenil S 1,000,0001 X ANY AUTO BA1 L3394832026G 121812020 121812021 BODILY INJURY (Per Demon) S OWNED SCHEDULED SAUTOS CHEDULED BODILY INJURY(Per accidenll S AUTOS ONLY AUTOS AUTOSONEY (Per accidentDAMAGE S ONLY g C X UMBRELLA LIAB u OCCUR EACH OCCURRENCE S 5,000,000 Excess LIAB I CLAMS -MADE CUP0000254 12/812020 12812021 AGGREGATE S 5'000'000 � DED I X I RETENTION$ 10,000 S WORKERS COMPENSATION Ir I SEAT rtF I I ORH AND EMPLOYERS' LIABILITY Y❑ S ApNY PROPREIIETORIPARTNERIE%ECUTIVE E%CLUOEDi NIA E.L. EACH ACCIDENT (M.FnISE pry in NMI E.L DISEASE-EAEMPLOYEE S If yes, descnbe under DESCRIPTION OF OPERATIONS below E.L DISEASE -POLICY LIMIT S i D Excess Umbrella 60A2FF0003663.02 12/812020 1218/2021 Occurrence/Aggregate 5,000,0001 E Disability IIDBLO390000 11112019 1213112019 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD lot, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Cortlandville ACCORDANCE WITH THE POLICY PROVISIONS. 3577 Terrace Road Cortland, NY 13045 AUTHORIZED REPRESENTATIVE I /' ACORD 25 (2016103) @ 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD MARCBRO-01 VSHARA ,ac RO' CERTIFICATE OF LIABILITY INSURANCE DATE(MMIOOIYYYY) `� 1 12/912021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Valerie Shara ANT Mirabito-Gresham Insurance & Bonds Agency, LLC PHONE o. Est(: (607) 217.4610 102 FAX No1:(607) 237-0279 423 Commerce Road, Suite 2 E-MAIL Vestal, NY 13850 LAppRValerie.Shara(G).mirabitO9resham.com I INSURER(S) AFFORDING COVERAGE NAIC0 INSURERA:The Travelers Indemnitv Companv 25658 INSURED INSURER B: The Travelers Indemnity Company of Connecticut 25682 Marchuska Brothers Construction LLC INSURER c: Merchants Mutual Insurance Companv 23329 408 Commerce Road INSURERD:American Alternative Ins. Corp 19720 Vestal, NY 13850 INSURERE:Arch Insurance Companv 11150 INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH'OUCIES. LIMITS SHOWN MAY HAVE BEEN PEDUCED BY "AID CLAIMS. INSR ,� ADOLSUSR TYPE OFINSURANCE MSD Me POLICYNUMBER rPOUCYEFF fMOLICYly P I LIMITS A X COMMERCIAL GENERAL LIABILITY (EACH OCCURRENCE S 2,000,0001 CLAIMS -MADE �X occuR DTC03K0746361ND21 121812021 121812022 OT LPjAMAGE3EMISE9O RENTED 1Ea9,pll sec91 5 300,0001 MED EXP(An, one oemonl $ 5,000 I PERSONAL B ADV INJURY S 2,000,0001 I 4,000,0001 GEN'L AGGREGATE LIMIT APPLIES PER: ❑X ❑ GENERAL AGGREGATE 5 4,000,000 POLICY jER4 LOC PRODUCTS - COMPIOP AGG S B OTHER: S COMBINED SINGLE LIMIT I 1,000,0001 AUTOMOBILE LIABIUTY (EauaccideeU S ANY AUTO BA1L3394832126G 1218/2021 121812022 BODILY INJURY(Per person) S I OWNED ONLY SCHEDULEDAUTEO�S AUTOW BODILY INJURY( Per acadanO 5 1 Ix AUTOS X AUTOS PROPERTY DAMAGE fPer acntlentl S ONLY ONLY 5 C XJUMBRELLA LIAB uOCCUR EACH OCCURRENCE S 5,000,0001 EXCESS LIAB I I CLAIMS -MADE CUP0000264 12/8/2021 121812022 I AGGREGATE S 5,000,0001 DIED I X I RETENTIONS 10,000 S (ERS COMPENSATION 14TATUTE FIR =MPLOYERS' UABILITY YIN 'ROPRIETORIPARTNEWEXECUTIVE E.L. EACH ACCIDENT S NHR EXCLUDED? NIA IaMryEn EL. DISEASE - EA EMPLOYEE S describe under :RIPTION OF OPERATIONS below E L. DISEASE-POL¢Y LIMIT $ ass Umbrella 6OA2FF0003663-03 1218/2021 12/8/2022 Occurrence/Aggregate 5,000,000 ibilily 11DBLO390000 1/1/2019 12/3112019 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Adddional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Cortlandville ACCORDANCE WITH THE POLICY PROVISIONS. 3577 Terrace Road Cortland, NY 13045 AUTHORIZED REPRESENTATIVE ACORD 25 (2016103) 01988.2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ./� MARCBRO-01 VSHARA ACOf20' DATE (MMIDONYYY) CERTIFICATE OF LIABILITY INSURANCE 3/612023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CQMEACT Valerie Shara Mirabito-Gresham Insurance & Bonds Agency, LLC HOONri . Eat): (607 217-4610 102 FAX 423 Commerce Road, Suite 2 IIE- ) WC, Ndl:(607) 237-0279 Vestal, NY 13850 LMkSa- constructionunit(GD.mirabitogresham.com - INSURERISI AFFORDING COVERAGE NAIC9 INSURERA:The Travelers Indemnitv Com,3anv 125658 INSURED INSURER a: The Travelers Indemnity Company of Connecticut 25682 Marchuska Brothers Construction LLC INSURER C: Merchants Mutual Insurance Coml3anv_ 23329 408 Commerce Road INSURER D: American Alternative Ins. Corn 119720 Vestal, NY 13850 INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH-OLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Ito TYPE OFINSURANCE uNDn SUBRWVn PODGY NUMBER rmvrtDitpYryyyy_I /MMIIInYryvYY1 LIMITS A X COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE S 2,000,000 CLAIMS-MADEOCCUR DT-CO-3K074636-IND-22 121812022 12/8/2023 °0.^^V`GE TO RENTED EMISEStEa_ocyuaeDce S _ 300,000 MED EXP(Anv one oerson)_ S 5, 000 PERSONAL B ADV INJURY S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S_ 4,000,000 POLICY LX] %ef F1 LOD 40'600 PRODUCTS -COMPIOPAGG i'00 S OTHER: S B AUTOMOBILE LIABILITY INGLE LIMIT I � 1,000,000 X Aaacccaleent) S ANY BA-1L339483-22-26-G 121812022 121812023 BODILY INJURY Per erson S OWNED SCHEDULED AUTEO�S ONLY AU(TJOSWN BODILYINJURY IPer accidenll S p X AUTOS ONLY X AUNOSTNEN I IPROF.ERIZID�GE 5 _ _ C X UMBRELLA UAB I I OCCUR EXCESS LIAR CUP0000254 121812022 121812023 I 5 EACH OCCURRENCE is 5,000,000 CLAIMS -MADE DED I X I RETENTIONS 10,000 AGGREGATE Is f S 5,000,000 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY PER OTH- ISTAT.UTE 1 IE YIN _ ANY PROPRIIETgOWPARTNERIEXECUTNE ❑ (Mang at., in NH�EXCLUDEO] NIA E.L. EACH ACCIDENT s If yes, describe under EL. DISEASE - EA EMPLOYE 5 DESCRIPTION OF OPERATIONS had. E L DISEASE. POLICY LIMIT I S D Excess Umbrella 60A2FF0003663-04 121812022 12/812023 jOccurrence 8 Aggr i 5,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101. Addlilonal Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Cortlandville THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 3577 Terrace Road ACCORDANCE WITH THE POLICY PROVISIONS. Cortland, NY 13045 AUTHORIZEDREPRESENTATIVE I / ACORD 25 (2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD /7 \ NYSIF New York State insurance Fund PO Box 66699, Albany, NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) AAAAAA 161458604 LOVELL SAFETY MGMT CO., LLC 110 WILLIAM STREET 12TH FLR NEW YORK NY 10038 POLICYHOLDER MARCHUSKA BROTHERS CONSTRUCTION LLC 408 COMMERCE ROAD VESTAL NY 13850 POLICY NUMBER I CERTIFICATE NUMBER Z1420 107-3 422758 SCAN TO VALIDATE AND SUBSCRIBE CERTIFICATE HOLDER TOWN OF CORTLANDVILLE 3577 TERRACE ROAD CORTLAND NY 13045 POLICY PERIOD DATE 04/01/2022 TO 04/01/2023 2/12/2022 J THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1420107-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS_, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPS:IIWWW.NYSIF.COMICERT/CERTVAL.ASP. THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS' COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND 4 � DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 549968550 U-26.3 August 24, 2021 Town of Cortlandville – Code Enforcement Officer 3577 Terrace Road Cortland, NY 13045 Attn: Bruce Weber Re: Planning Board – Cayuga Medical Associates 1113 Tompkins Street (NYS Route 13) Cortland, NY 13045 Dear Bruce, On behalf of Cayuga Medical Associates (CMA) and Marchuska Brothers Construction, we are submitting the enclosed information to solicit informal feedback from the Town of Cortlandville Planning Board regarding this project. The overall project includes the demolition of the existing building and site features to facilitate the construction of a ±21,000 SF medical facility on the ±3.24 acre parcel located at the above address. The facility will be operated by Cayuga Medical Facility and is intended to provide primary care, specialty care services and out‐patient laboratory services. The enclosed Conceptual Architectural Package illustrates the desired look and feel of the building’s exterior as well as the layout of the interior. Representatives from the design team will be available at the upcoming meeting to discuss the facility operations and building design in more detail. In addition to be building improvements, site access, parking, utility, lighting, landscaping, grading and drainage improvements are also proposed. The current Concept Plan provides 113 parking spaces for the facility. Also shown on the Concept Plan is a possible ±8,500 SF “Future Addition” to the medical facility. Under the future build‐out, the parking lot would be expanded to provide approximately 135 parking spaces to meet the operational demand for CMA. Currently, access to the site is via two full‐access driveways to NYS Route 13. Under proposed conditions, the existing eastern full access drive will be demolished and the western existing full access driveway reconstructed to provide a full‐access driveway as shown in the enclosed Concept Plan. The driveway work within NYS Route 13 will require NYSDOT review and approval. As such, we have submitted the Concept Plan to NYSDOT to solicit their initial feedback on the plan. From a stormwater perspective, we anticipate this project being considered a “Redevelopment Project” as defined by NYSDEC. Stormwater management facilities including, bioretention and detention/infiltration basin will likely be located toward the rear (north) of the project site. Planning Board Submittal 8/24/21 Cayuga Medical Associates 1113 NYS Route 13 2 So we may initiate informal review by the Town Planning Board, we are providing the following information. This letter – 8 copies Concept Plan, 11x17 – 8 copies Conceptual Architectural Packet, 11x17 – 8 sets CD containing electronic copes of the attached We respectfully request that we be placed on the agenda for the Planning Board’s August 31, 2021 meeting. As discussed, our intent is to solicit informal feedback from the Planning Board that will help the development team prepare the formal site plan review package which we anticipate submitting in September. We look forward to working with the Town of Cortlandville through the site plan review and approval process for this project. Please do not hesitate to contact our office if you have any questions or need additional information. Respectfully submitted, Adam M. Fishel, PE, CPESC Marathon Engineering cc: Adam Long – Cayuga Medical Associates Justin Marchuska – Marchuska Brothers Construction, LLC PROPOSED MEDICAL FACILITYFUTUREADDITION PROJECT STATISTICS 1. GENERAL: 1.1 PROPERTY OWNER - N/F WILCOX TOMPKINS ST. PROPERTIES 1.2 PROPERTY ADDRESS - 1113 TOMPKINS STREET (STATE ROUTE 13) CORTLANDVILLE, NEW YORK 13045 1.3 TAX ACCOUNT - 95.5-01-19.000 2. ZONING REGULATIONS: 2.1 ZONING DISTRICT - BUSINESS - B2 2.2 CODE REQUIREMENTS - REQUIRED PROVIDED VARIANCE REQ'D MINIMUM LOT SIZE 1 ACRE ±3.24 ACRES NO MINIMUM LOT WIDTH 100'±279'NO MINIMUM FRONT YARD SETBACK 35'35'NO MINIMUM REAR YARD SETBACK 40'>40'NO MINIMUM SIDE YARD SETBACK 8' MIN./12' OTHER 10'NO MAXIMUM LOT COVERAGE MAXIMUM FLOOR AREA 30,000 ±21,000 NO ACCESSORY USE 15% N/A NO PARKING SPACE SIZE 10'x20'10''x20'NO NUMBER OF PARKING SPACES STANDARD SPACES *107 ADA ACESSIBLE SPACES *6 _ TOTAL *113 NO * TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BY PLANNING BOARD. 3. PARCEL STATISTICS: 3.1 AREA - ±3.24 ACRES 3.2 EXISTING CONDITIONS: FORMER COMMERCIAL/AUTO SERVICE FACILITY 3.3 PROPOSED CONDITIONS: ±21,000 SF MEDICAL FACILITY ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 1308-21 Si t e D e v e l o p m e n t P l a n s REVISIONS JOB NO: 1308-21 Ca y u g a M e d i c a l A s s o c i a t e s CO R T L A N D C O U N T Y 11 1 3 T O M P K I N S S T R E E T ST A T E O F N E W Y O R K fo r CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION N O R T H CP-1 1 of 1 DRAWING TITLE: Concept Plan SCALE: 1" =150' DRAWN: AF DESIGNED: AF DATE: 08/24/21 REVISIONS 8/23/2021 21071 AP-55 Cortland Medical Office Building 1113 Route 13, Cortland, NY 13045 Cayuga Medical Associates DESIGN CONCEPTS -VISION AND SITE The Cayuga Medical Associates (CMA) goal is to provide exemplary patient care by an outstanding group of Primary Care and Specialty physicians who are passionate about health care and who are committed to their Patients and to the Community as a whole. Their physicians work as a team with an experienced group of nurse practitioners, physician assistants, and staff to provide easily accessible, patient-focused care in a welcoming and comfortable setting. PROJECT VISION 1. Provide a Central Location and Building large enough to accommodate the growing Primary Care and Specialty Care Services in Cortland. 2. Introduce a new Outpatient Laboratory that is co-located to support the multiple practices and meet the anticipated growth. 3. Create a Comfortable Environment that reduces stress and encourages wellness and healing. 4. Implement Innovative Technologies to support the patient experience PROJECT GOALS 1. Utilize Clean, Simple Forms and Materials that enhance the Route 13 neighborhood that includes other medical offices, businesses and SUNY Cortland 2. Create an open, welcoming patient arrival and registration space shared by all providers using Natural Light, Attractive Finishes, and a Connection to Nature. 3. Design a clear, efficient clinical core of patient-care spaces shared by all Providers that promotes Collaboration and Flexibility to accommodate change. 4. Maintain a Separation of Circulation between shared staff and support spaces from patient care spaces. BUILDING LOCATED AT THE CORNER TO MAXIMIZE THE BUILDABLE AREA AND HAVE A DISTINCT PRESCENCE ON ROUTE 13 CLEAR UNDERSTANDING OF PATIENT DROP-OFF AND MAIN ENTRANCE LOCATION PLAN FOR POSSIBLE FUTURE BUILDING AND PARKING ADDITION ENTRANCE FACADE ANGLED TO IMPROVE VISIBILITY FROM ROUTE 13. SCHED. OFFICE (2) EXAM EXAM /PROC. EXAM /PROC. EXAM EXAM /PROC. MED.SOILED EXAM EXAM SHARED OFFICE (2) EXAM EXAM /PROC. EXAM /PROC. EXAM MGR. OFFICE (2) CLEAN NURSING EXAM EXAM POINT-OF -CARE WORK EXAM EXAM /PROC. EXAM /PROC. EXAM BEH. HEALTH /CONSULT NURSING EXAM EXAM EXAM / PROC. EXAM BEH. HEALTH /CONSULT EQUIP. EXAM VITALS / NURSE VISIT EXAM EXAM /PROC. EXAM /PROC. EXAM EXAM / PROC. NURSING EXAM EXAM EXAM /PROC. EXAM ECHO (CARDIO) EQUIP. EXAM OUTPATIENT LAB CH E C K -O U T CLEAN /EQUIP. SOILED BLOOD DRAW 1 BLOOD DRAW 2 STAFF BREAK STAFF TLT. LAB WORKROOM BLOOD DRAW 3 PAT. TLT. 1 2 3 4 5 PRIMARY CARE SPECIALTY CARE PAT. TLT. PAT. TLT. PUBLIC TLT. EVS PATIENT TLT. ADMIN. SUITE CONFERENCE (18) BLDG. STORAGE REVENUE OFFICE (2) MECHANICALPROVIDER OFFICE (2) STAFF BREAKPROVIDER OFFICE (2)DATA PROVIDER OFFICE (2) BLDG. STORAGEPROVIDER OFFICE (2) EVSELEC WAITING (12) PRIMARY CARE WAITING (40) KIOSKS PAT. TLT. PUBLIC TLT. SPECIALTY CARE WAITING (24) PROVIDER OFFICE (2) SPECIMEN TLT. VITALS /NURSE VISIT KIOSKS 196'-4" BUILDING STORAGE ADMIN. OFFICE (2) 88 ' - 4 " 24 ' - 0 " COPY /SUPPLY COPY /SUPPLY VESTIBULE MAIN ENTRANCE OUTPATIENT LAB ENTRANCE STAFF ENTRANCE PROJECT NORTH N 1 : 216 8/23/2021 21071 AP-56 Cortland Medical Office Building 1113 Route 13, Cortland, NY 13045 Cayuga Medical Associates DESIGN CONCEPTS -PROGRAM PLAN PROGRAM DIAGRAM SHARED CLINICAL SUPPORT ZONE BLDG. ADMIN. PRIMARY CARE CLINIC OUT- PATIENT LAB SPECIALTY CARE CLINIC PROGRAM SUMMARY: PRIMARY CARE CLINIC 6 PROVIDER / 18 EXAM 11,000 GSF SPECIALTY CLINIC: 4 PROVIDER / 12 EXAM 7,600 GSF OUTPATIENT LAB: 3 BLOOD DRAW 2,500 GSF 21,100 GSF 8/23/2021 21071 AP-57 Cortland Medical Office Building 1113 Route 13, Cortland, NY 13045 Cayuga Medical Associates DESIGN CONCEPTS -BUILDING FACADE TYPE 1: FIBER CEMENT, LARGE PANELS IN A STAGGERED ARRANGEMENT ON THE CLINICAL BLOCK TYPE 2: FIBER CEMENT RAINSCREEN, SMALLER, HORIZONTAL PLANKS ON THE ENTRANCE VOLUME AND ACCENT CORNER STOREFRONT GLAZING FOR PLENTIFUL DAYLIGHT AND CONNECTION TO OUTDOORS SIMPLE, CLEAN LINES AN INTERESTING ARRANGEMENT OF VOLUMES THAT OVERLAP AND DEFINE THE PROGRAM ATTRACTIVE AND DURABLE FINISHES FEC FEC 454 SCHED. OFFICE (2) 455 EXAM 456 EXAM / PROC. 462 EXAM / PROC. 463 EXAM 464 EXAM / PROC. 482 MED. 491 SOILED 493 EXAM 494 EXAM 552 SHARED OFFICE (2) 553 EXAM 554 EXAM / PROC. 555 EXAM / PROC. 556 EXAM 557 MGR. OFFICE (2) 558 CLEAN 560 NURSING 561 EXAM 562 EXAM 563 POINT-OF -CARE WORK 564 EXAM 565 EXAM / PROC. 566 EXAM / PROC. 567 EXAM 568 BEH. HEALTH / CONSULT 570 NURSING 571 EXAM 572 EXAM 573 EXAM / PROC. 574 EXAM 575 BEH. HEALTH / CONSULT 576 EQUIP. 577 EXAM 578 VITALS / NURSE VISIT 579 EXAM 580 EXAM / PROC. 581 EXAM / PROC. 582 EXAM 583 EXAM / PROC. 586 NURSING 587 EXAM 588 EXAM 589 EXAM / PROC. 590 EXAM 591 ECHO (CARDIO) 592 EQUIP. 593 EXAM 597 CLEAN / EQUIP. 598 SOILED 599 BLOOD DRAW 1 601 BLOOD DRAW 2 602 STAFF BREAK 603 STAFF TLT. 604 LAB WORKROOM 606 BLOOD DRAW 3 613 PAT. TLT. 616 PAT. TLT. 617 PAT. TLT.618 PUBLIC TLT. 619 EVS 621 PATIENT TLT. 623 CONFERENCE / EDUC. 624 BLDG. STORAGE 625 REVENUE OFFICE (2) 626 MECHANICAL 627 SHARED PROVIDER OFFICE (2) 628 STAFF SHOWER629 STAFF BREAK 630 SHARED PROVIDER OFFICE (2)631 DATA 632 SHARED PROVIDER OFFICE (2) 633 BLDG. STORAGE 635 SHARED PROVIDER OFFICE (2) 636 EVS 637 ELEC 723 PAT. TLT. 722 PUBLIC TLT. 768 SHARED PROVIDER OFFICE (2) 769 DRUG TLT. 770 VITALS / NURSE VISIT 771 ADMIN. OFFICE (2) 772 BUILDING STORAGE 775 STAFF TLT. 776 VESTIBULE 777 COPY/SUPPLY 778 COPY/SUPPLY 779 CONF. STORAGE FIRE ALARM PLAN DATE: PROJECT: OTHER: DRAWN BY: 11.17.2021 21070432 CMC A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 11 / 1 7 / 2 0 2 1 REVISION SCHEDULE NAME DATE 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com H 10 6 2 C E N T R A L A V E N U E , A L B A N Y , N Y 1 2 2 0 5 TE L : ( 5 1 8 ) 2 7 5 - 0 7 9 1 F A X : ( 5 1 8 ) 2 7 5 - 0 7 9 2 ww w . r a n f p e . c o m FA101 FEC FEC 454 SCHED. OFFICE (2) 455 EXAM 456 EXAM / PROC. 462 EXAM / PROC. 463 EXAM 464 EXAM / PROC. 482 MED. 491 SOILED 493 EXAM 494 EXAM 552 SHARED OFFICE (2) 553 EXAM 554 EXAM / PROC. 555 EXAM / PROC. 556 EXAM 557 MGR. OFFICE (2) 558 CLEAN 560 NURSING 561 EXAM 562 EXAM 563 POINT-OF -CARE WORK 564 EXAM 565 EXAM / PROC. 566 EXAM / PROC. 567 EXAM 568 BEH. HEALTH / CONSULT 570 NURSING 571 EXAM 572 EXAM 573 EXAM / PROC. 574 EXAM 575 BEH. HEALTH / CONSULT 576 EQUIP. 577 EXAM 578 VITALS / NURSE VISIT 579 EXAM 580 EXAM / PROC. 581 EXAM / PROC. 582 EXAM 583 EXAM / PROC. 586 NURSING 587 EXAM 588 EXAM 589 EXAM / PROC. 590 EXAM 591 ECHO (CARDIO) 592 EQUIP. 593 EXAM 597 CLEAN / EQUIP. 598 SOILED 599 BLOOD DRAW 1 601 BLOOD DRAW 2 602 STAFF BREAK 603 STAFF TLT. 604 LAB WORKROOM 606 BLOOD DRAW 3 613 PAT. TLT. 616 PAT. TLT. 617 PAT. TLT.618 PUBLIC TLT. 619 EVS 621 PATIENT TLT. 623 CONFERENCE / EDUC. 624 BLDG. STORAGE 625 REVENUE OFFICE (2) 626 MECHANICAL 627 SHARED PROVIDER OFFICE (2) 628 STAFF SHOWER629 STAFF BREAK 630 SHARED PROVIDER OFFICE (2)631 DATA 632 SHARED PROVIDER OFFICE (2) 633 BLDG. STORAGE 635 SHARED PROVIDER OFFICE (2) 636 EVS 637 ELEC 723 PAT. TLT. 722 PUBLIC TLT. 768 SHARED PROVIDER OFFICE (2) 769 DRUG TLT. 770 VITALS / NURSE VISIT 771 ADMIN. OFFICE (2) 772 BUILDING STORAGE 775 STAFF TLT. 776 VESTIBULE 777 COPY/SUPPLY 778 COPY/SUPPLY 779 CONF. STORAGE FIRE ALARM PLAN DATE: PROJECT: OTHER: DRAWN BY: 11.17.2021 21070432 CMC A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 11 / 1 7 / 2 0 2 1 REVISION SCHEDULE NAME DATE 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com H 10 6 2 C E N T R A L A V E N U E , A L B A N Y , N Y 1 2 2 0 5 TE L : ( 5 1 8 ) 2 7 5 - 0 7 9 1 F A X : ( 5 1 8 ) 2 7 5 - 0 7 9 2 ww w . r a n f p e . c o m FA101 96.05-0:-12 FRAONOL (RO)0, L 316/P.514 L 70/P65 3 .3 OV� RAISED 98.05-01-17 NATALE (RO) L.543/P.182 71.% 1: 14 V. Zbs 96.05-01-24 FINSTERWALDER (RO) DOC 2000-281 1 2000 SURVEY BY MCNAMARA Low oF: L. D. W I LLCOX & SON. I NC. AO 1113 ROUTE 13 - TOWN OF CORTLANDVILLE - CORTLAND COUNTY - NEW YORK STATE 10,. r L.505/P.004 I LL=S=�.�:*F WYM�,ITS WJ=SMl MlIfW ASSIGM: I rIES LLC MWOW ring INsulwla Sul TIM: "VOIDT. ANWrn CAWLg & WW". w, 96 i05 -19 jr— —T I 1% 2/2 1 --60' iw,tI, F C VIW STOCKW I N SURVEY I NGI ypuo . .U. �.. 69 JAMES ST HOMER MY 13077 M A —M—= '.r "Ill --;� iII PHONE: 607-749-5263 ire WWI A J 1 4 8 I 1 96. DS-0 i� /// TUTINO TRUST INST 1OW83 2005 SURVEY FOIE COO r V% V2 ....... 04 E-4 R4 Glt"S A4 1114 3-TRU IS SIGN POITJ rft. 3'TREE ca ..... ..... . GENERAL NOTES: 1. GOVERNING CODE:THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "NEW YORK STATE BUILDING CODE (NYSBC) 2020 EDITION, HEREAFTER REFERRED TO AS NYSBC, AS ADOPTED BY THE STATE OF NEW YORK STATE. 2. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE LOCAL BUILDING CODE ( LATEST ADOPTED EDITION) OR OTHER APPLICABLE GOVERNING CODES AND BUILDING ORDINANCES. 3. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ENGINEER OR ARCHITECT. 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS AND OTHER PROJECT DRAWINGS BY OTHER DISCIPLINES. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CODES LISTED HEREIN. 5. DETAILS AND NOTES SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, EXCEPT WHERE SPECIFICALLY REQUIRED OTHERWISE BY THE CONTRACT DOCUMENTS. 6. EXAMINE AVAILABLE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATIONS AND REQUIREMENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 7. IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, SPECIFICATIONS PLAN/DETAILS OR REFERENCE STANDARDS, THE ARCHITECT/ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. SHOULD ANY DISCREPANCY BE FOUND IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL BE DEEMED TO HAVE INCLUDED IN THE PRICE THE MOST EXPENSIVE WAY OF COMPLETING THE WORK, UNLESS PRIOR TO THE SUBMISSION OF THE PRICE, THE CONTRACTOR ASKS FOR A DECISION FROM THE ARCHITECT AS TO WHICH SHALL GOVERN. ACCORDINGLY, ANY CONFLICT IN OR BETWEEN THE CONTRACT DOCUMENTS SHALL NOT BE A BASIS FOR ADJUSTMENT IN THE CONTRACT PRICE. 8. THE CONTRACTOR HAS THE RESPONSIBILITY TO NOTIFY THE SER OF ANY ARCHITECTURAL, MECHANICAL, ELECTRICAL OR PLUMBING LOAD IMPOSED ONTO THE STRUCTURE THAT DIFFERS FROM, OR THAT IS NOT DOCUMENTED ON THE ORIGINAL CONTRACT DOCUMENTS ( ARCHITECTURAL/ STRUCTURAL/ MECHANICAL/ ELECTRICAL OR PLUMBING DRAWINGS). PROVIDE DOCUMENTATION OF LOCATION, LOAD, SIZE AND ANCHORAGE OF ALL UNDOCUMENTED LOADS IN EXCESS OF 300 POUNDS. PROVIDE MARKED-UP STRUCTURAL PLAN INDICATING LOCATIONS OF ANY NEW EQUIPMENT OR LOADS. SUBMIT PLANS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO INSTALLATION. 9. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS RELATED TO THE WORK PRIOR TO FABRICATION, INSTALLATION, OR MODIFICATION OF ANY STRUCTURAL ELEMENTS. 10. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. 11. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION METHODS USED WILL NOT CAUSE DAMAGE TO ADJACENT BUILDINGS, UTILITIES, OR OTHER PROPERTY. THIS REQUIREMENT IS PARTICULARLY IMPORTANT DURING FOUNDATION INSTALLATION. 12. THE GENERAL CONTRACTOR IS ADVISED TO CONSIDER PERFORMING PHOTOGRAPHIC SURVEYS AND OTHER DOCUMENTATION OF THE CONDITION OF ADJACENT BUILDINGS AND OTHER STRUCTURES BEFORE THE START OF CONSTRUCTION. 13. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO EARTHWORK, FOUNDATIONS, SHORING AND EXCAVATION AND PRIOR TO DRILLING HOLES FOR PILES AND TIEBACK ANCHORS. 14. WHERE APPLICABLE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DESIGNING, PROVIDING AND MAINTAINING ALL SHORING SYSTEMS REQUIRED TO SUPPORT PORTIONS OF AN EXISTING BUILDING OR STRUCTURE DURING THE REMOVAL OF EXISTING LOAD-BEAING ELEMENTS, AND DURING INSTALLATION OF NEW STRUCTURAL LOAD-BEARING SYSTEMS. 15. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA AND DOSH (DEPARTMENT OF OCCUPATION SAFETY AND HEALTH). 16. ALL SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND OTHER EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE. 17. CONSTRUCTION SEQUENCE AND METHODS: A. THE STRUCTURAL DRAWINGS ARE INTENDED FOR THE STRUCTURE TO ACT AS A WHOLE ONCE CONSTRUCTION IS COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE SAFETY AND STABILITY (I.E. TEMPORARY BRACING IF REQUIRED) DURING CONSTRUCTION AS A RESULT OF CONSTRUCTION METHODS AND SEQUENCES. B. THE CONTRACTOR SHALL TAKE INTO ACCOUNT COLD WEATHER CONSTRUCTION AND THE EFFECTS OF THERMAL MOVEMENT DURING THE CONSTRUCTION SCHEDULE. NON-CANTILEVERED OR RESTRAINED RETAINING WALLS SHALL NOT BE BACKFILLED UNTIL THE WALL HAS BEEN TIED INTO THE LOWER AND UPPER SLAB SUPPORTS UNLESS ADEQUATE ENGINEERED BRACING HAS BEEN PROVIDED. STRUCTURAL LOADS A.DEAD LOADS ROOF 20.0 PSF FUTURE ROOF SOLAR PANELS 5.0 PSF RTU LOADS PER PLAN B.LIVE LOADS ROOF 20.0 PSF C.SNOW LOADS -PER BUILDING CODE OF N.Y. STATE, 2020 AND ASCE 7-16 GROUND SNOW LOAD, Pg 53.3 PSF FLAT-ROOF SNOW LOAD, Pf 41.0 PSF SLOPED-ROOF SNOW LOAD, Ps 41.0 PSF THERMAL FACTOR, Ct 1.0 EXPOSURE FACTOR, Ce 1.0 RAIN ON SNOW SURCHARGE, Rs 5.0 IMPORTANCE FACTOR, Is 1.10 SNOW DRIFT LOAD: DRIFT SURCHARGE LOAD TO BE APPLIED TO AREAS ADJACENT TO A HIGHER STRUCTURE, OBSTRUCTION OR MECHANICAL UNIT TO ACCUNT FOR DRIFTING SNOW. LOCATION Wd Pd START (PSF)Pd END (PSF) LOW ROOF (D-E):5'-6" 28.65 PSF 0 PSF D.WIND LOADS -PER BUILDING CODE OF N.Y. STATE, 2020 AND ASCE 7-16 WIND VELOCITY 116 MPH ( 3-SEC GUST) EXPOSURE CATEGORY C IMPORTANCE FACTOR 1.0 BUILDING CLASSIFICATION RISK CATEGORY III E.SEISMIC DESIGN DATA -PER BUILDING CODE OF N.Y. STATE, 2020 AND ASCE 7-16 a. OCCUPANCY CATEGORY III b. SEISMIC DESIGN CATEGORY B c. OCCUPANCY IMPORTANCE FACTOR 1.25 d. SEISMIC SITE CLASS (SOILS)D e. EARTHQUAKE SPECTRAL RESPONSE Ss = 0.124 ACCELERATION AT SHORT PERIODS f. EARTHQUAKE SPECTRAL RESPONSE S1 = 0.047 ACCELERATION, PERIOD = 1 SECOND g. SPECTRAL RESPONSE COEFFICIENT SDs = 0.132 h. SPECTRAL RESPONSE COEFFICIENT SD1 = 0.075 i. RESPONSE MODIFICATION FACTOR, R 6.5 j. SEISMIC RESPONSE COEFFICIENT, Cs 0.031 k. DESIGN BASE SHEAR 800 KIPS (MAX) l. BASIC STRUCTURAL SYSTEM MOMENT FRAMES m. ANAYLSIS PROCEDURE ELFP Pd END Pd START Wd CONCRETE CONT: 5. MINIMUM CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT, UNLESS NOTED OTHERWISE, SHALL BE AS FOLLOWS: A. UNIFORMED SURFACES CAST AGAINST AND PERMANENTLY IN CONTACT WITH EARTH..........3.0" B. FORMED SURFACES IN CONTACT WITH EARTH OR EXPOSED TO WEATHER #6 THROUGH #18 BARS...............................................................................................2.0" #5 BARS, 5/8" WIRE AND SMALLER............................................................................1.5" C. FORMED SURFACES NOT IN CONTACT WITH EARTH OR EXPOSED TO WEATHER WALLS, SLABS, JOISTS #14 AND #18 BARS........................................................................................................1.5" #11 BARS AND SMALLER..............................................................................................0.75" D. BEAMS, GIRDERS AND COLUMNS: PRINCIPAL REINFORCEMENT, TIES, STIRRUPS OR SPIRALS............................................................1.5" 6. WHERE CONTINUOUS REINFORCEMENT IS SPECIFIED IT SHALL BE EXTENDED CONTINUOUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS. LAP SHALL BE CLASS B TENSION LAP SPLICES, UNLESS NOTED OTHERWISE. 7. WHERE REINFORCEMENT IS REQUIRED IN SECTION, REINFORCEMENTS IS CONSIDERED TYPICAL WHEREVER THE SECTION APPLIES. 8. ALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS. 9. DOWELS FROM FOOTINGS INTO WALLS AND PIERS SHALL MATCH BAR SIZE AND NUMBER, UNLESS NOTED OTHERWISE. 10. FOUNDATION WALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH COLUMN PIERS, WALL FOOTING REINFORCEMENT SHALL BE CONTINUOUS THROUGH COLUMN FOOTINGS. 11. UNLESS NOTED OTHERWISE, CONCRETE SHALL HAVE A MINMUM 28 DAY COMPRESSIVE STRENGTH AND BE OF A TYPE AS FOLLOWS: GRADE BEAMS, FOUNDATION AND WALL FOOTINGS: 28 DAY COMPRESSIVE STRENGTH 4000PSI WATER/CEMENT RATIO BY WEIGHT .45 SLUMP 4± 1 INCH AIR CONTENT 4-6% COLUMN PIERS AND FOUNDATION WALLS: 28 DAY COMPRESSIVE STRENGTH 4000PSI WATER/CEMENT RATIO BY WEIGHT .45 SLUMP 4± 1 INCH AIR CONTENT 4-6% EXTERIOR STAIRS AND SLABS-ON-GRADE: 28 DAY COMPRESSIVE STRENGTH 4000PSI WATER/CEMENT RATIO BY WEIGHT .50 SLUMP 4± 1 INCH AIR CONTENT 4-6% INTERIOR STAIRS, SLABS-ON-GRADE AND CONCRETE SLABS-ON-STEEL DECK: 28 DAY COMPRESSIVE STRENGTH 4000PSI WATER/CEMENT RATIO BY WEIGHT .50 SLUMP 3± 1 INCH AIR CONTENT 1-2% CONCRETE TO BE EXPOSED TO THE WEATHER IN THE FINISHED PROJECT SHALL BE AIR ENTRAINED 4 -6% TYPICAL CONCRETE REINFORCEMENT:UNLESS NOTED ON THE PLANS, CONCRETE WALLS SHALL HAVE THE FOLLOWING MINIMUM REINFORCEMENT. CONTRACTOR SHALL CONFIRM MINIMUM REINFORCEMENT OF WALLS WITH SER PRIOR TO REBAR FABRICATION. MIX DESIGN REQUIREMENTS: 1. W/C RATIO: WATER-CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. MAXIMUM RATIOS ARE CONTROLLED BY STRENGTH NOTED ABOVE AND DURABILITY REQUIREMENTS GIVEN IN ACI 318 SECTION 4.3. 2. CEMENTITIOUS MATERIALS: A. THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, OR SLAG SHALL CONFORM TO ACI 318 SECTIONS 4.3.1 AND 4.4.2. MAXIMUM AMOUNT OF FLY ASH SHALL BE 25% OF TOTAL CEMENTITIOUS CONTENT UNLESS REVIEW AND APPROVED BY SER. B. FOR CONCRETE USED IN ELEVATED FLOORS, MINIMUM CEMENTITIOUS-MATERIALS CONTENT SHALL CONFORM TO ACI 301 TABLE 4.2.2.1. ACCEPTANCE OF LOWER CEMENT CONTENT IS CONTINGENT ON PROVIDING SUPPORTING DATA TO THE SER FOR REVIEW AND ACCEPTANCE. C. CEMENTITIOUS MATERIALS SHALL CONFORM TO THE RELEVANT ASTM STANDARDS LISTED IN ACI 318 SECTION 3.2.1. 3. AIR CONTENT: CONFORM TO ACI 318 SECTION 4.4.1. MINIMUM STANDARDS FOR EXPOSURE CLASS ARE NOTED ABOVE. IF FREEZING AND THAWING CLASS IS NOT NOTED, AIR CONTENT GIVEN IS THAT REQUIRED BY THE SER. CONCRETE SURFACES IN CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. TOLERANCE IS ± 1-1/2%. AIR CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT. 4. AGGREGATES SHALL CONFORM TO ASTM C33. 5. SLUMP: CONFORM TO ACI 301 SECTION 4.2.2.2. SLUMP SHALL BE DETERMINED AT POINT OF PLACEMENT. 6. CHLORIDE CONTENT: CONFORM TO ACI 318 SECTION 4.3.1. 7. NON-CHLORIDE ACCELERATOR: NON-CHLORIDE ACCELERATING ADMIXTURE MAY BE USED IN CONCRETE PLACED AT AMBIENT TEMPERATURES BELOW 50° AT THE CONTRACTORS OPTION. 8. ACI 318, SECTION 4 EXPOSURE CLASSES SHALL BE ASSUMED TO BE F0, S0, P0 AND C0 UNLESS DIFFERENT EXPOSURE CLASSES ARE LISTED THAT MODIFY THESE BASE REQUIREMENTS. 9. SHRINKAGE LIMIT: CONCRETE USED IN ELEVATED SLABS AND BEAMS SHALL HAVE A SHRINKAGE LIMIT OF .035% AT 28 DAYS MEASURED IN ACCORDANCE WITH ASTM C157. SUBMIT LABORATORY TEST RESULTS TO SER FOR APPROVAL PRIOR TO CONSTRUCTION. CONCRETE CONT.: CLADDING CONNECTIONS AND SLAB SHORTENING: AT THE TIME OF INSTALLATION, THE CLADDING CONNECTION DESIGN SHALL ACCOMMODATE A TYPICAL FUTURE VERTICAL MOVEMENT AT EACH FLOOR OF 1/2 ANCHOR DIA. OR, WHICHEVER IS GREATER, DUE TO VARIABLE LIVE LOADING AND CREEP. THIS DISPLACEMENT WILL OCCUR AT THE FREE END OF CANTILEVER BEAMS AND MIDSPAN OF EDGE SLABS AND BEAMS. AT THE TIME OF INSTALLATION, THE CLADDING CONNECTION SHALL ACCOMMODATE SHORTENING OF THE SLAB EDGE INWARDS DUE TO SHRINKAGE AND POST-TNESIONING. CALCULATION OF THE AMOUNT OF SHORTENING IS THE RESPONSIBILITY OF THE DESIGN / CONSTRUCTION TEAM AS A WHOLE AND SHALL BE AGREED UPON IN A PRECONSTRUCTION MEETING. THE CONNECTIONS SHALL ALSO ACCOMMODATE TYPICAL SLAB EDGE CONSTRUCTION TOLERANCE BOTH INWARD AND OUTWARD. THE AMOUNT OF TOLERANCE SHALL BE DEFINED BY THE GENERAL CONTRACTOR AND AGREED TO BY THE CLADDING DESIGNER AND FORMWORK SUBCONTRACTOR PRIOR TO THE DESIGN OF THE CONNECTIONS. THE CLADDING SHALL BE INSTALLED TO THE PROPER DESIGN PLAN LOCATION. STRENGTH TESTING AND ACCEPTANCE: TESTING:OBTAIN SAMPLES AND CONDUCT TESTS IN ACCORDANCE WITH ACI 301 SECTION 1.6.4.2. ADDITIONAL SAMPLES MAY BE REQUIRED TO OBTAIN CONCRETE STRENGTHS AT ALTERNATE INTERVALS THAN SHOWN BELOW. • CURE 4 CYLINDERS FOR 28-DAY TEST AGE FOR TYPICAL CONCRETE; CURE 6 CYLINDERS FOR 28 DAY TEST AGE POST-TENSIONED CONCRETE. TEST 2 CYLINDERS AT 2 OR 3 DAYS FOR POST-TENSIONED CONCRETE ONLY, TEST 1 CYLINDER AT 7 DAYS, TEST 2 CYLINDERS AT 28 DAYS, AND HOLD 1 CYLINDER IN RESERVE FOR USE AS THE ENGINEER DIRECTS. AFTER 56 DAYS, UNLESS NOTIFIED BY THE ENGINEER TO THE CONTRARY, THE RESERVE CYLINDER MAY BE DISCARDED WITHOUT BEING TESTED FOR SPECIMENS MEETING 28-DAY STRENGTH REQUIREMENTS. ACCEPTANCE:STRENGTH IS SATISFACTORY WHEN: 1. THE AVERAGES OF ALL SETS OF 3 CONSECUTIVE TESTS EQUAL OR EXCEED THE SPECIFIED STRENGTH. 2. NO INDIVIDUAL TEST FALLS BELOW THE SPECIFIED STRENGTH BY MORE THAN 500 PSI. 3. A "TEST" FOR ACCEPTANCE IS THE AVERAGE STREGNTH OF TWO 6 BY 12 IN. CYLINDERS OR THREE 4 BY 8 IN. CYLINDERS TESTED AT THE SPECIFIED TEST AGE. CONCRETE PLACEMENT TOLERANCE: CONFORM TO ACI 117-10 FOR CONCRETE PLACEMENT TOLERANCE. FLOOR FLATNESS AND FLOOR LEVELNESS: ALL CONCRETE SLABS (INCLUDING SLABS ON GRADE) SHALL HAVE A MINIMUM FLOOR FLATNESS (FF) OF 20 AS MEASURED IN ACCORDANCE WITH ACI 117. CONCRETE SLABS THAT WILL RECEIVE WOOD FLOORING SHALL HAVE A MINIMUM FF OF 35. ALL CONCRETE SLABS ON GRADE SHALL HAVE A MINIMUM FLOOR LEVELNESS OF 20 AS MEASURED IN ACCORDANCE WITH ACI 117. FOUDATION: 1. EXCAVATE FOR FOUNDATIONS TO THE DEPTHS SHOWN ON THE DRAWINGS BELOW UNDISTURBED SOIL OR COMPACTED EARTH, 48" MINIMUM UNLESS OTHERWISE NOTED. SEE SOILS REPORT FOR PAD AND FOOTING COMPACTION REQUIREMENTS, IF APPLICABLE. 2. FOUNDATION UNITS SHALL BE CENTERED UNDER SUPPORTED STRUCTURAL MEMBERS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. ALL REINFORCING SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE WITH THE LATEST REQUIREMENTS AS OF ACI 315. 3. ALL PAVING, VEGETATION, TOPSOILS, ROOTS AND ORGANIC ZONES SHALL BE STRIPPED AND REMOVED FROM THE CONSTRUCTION AREA FOR A DISTANCE OF AT LEAST 10 FEET BEYOND THE EXTERIOR OF BUILDING FOUNDATION LIMITS. THE DEPTH OF STRIPPING SHALL BE THAT REQUIRED TO REMOVE SIGNIFICANT ROOT ZONES, SMALL TREE STUMPS AND OTHER UNACCEPTABLE MATERIALS, BUT IN NO CASE LESS THAN 6 INCHES. 4. BACKFILL AND FILL MATERIALS SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY ACCORDING TO THE MODIFIED PROCTOR TEST (ASTM D-1557), UNLESS NOTED OTHERWISE. 5. STRUCTURAL FILL SHALL CONSIST OF AN INORGANIC, NON-PLASTIC, GRANULAR SOIL CONTAINING LESS THAN 10 PERCENT MATERIAL PASSING THE NO. 200 MESH SIEVE, A CLEAN SAND WITH A UNIFIED SOIL CLASSIFICATION OF SP OR SP-SM, UNLESS NOTED OTHERWISE. 6. AFTER THE SITE HAS BEEN CLEARED, THE EXPOSED SOILS AT THE STRIPPED SURFACE WITHIN AND TO A POINT 10 FEET OUTSIDE THE BUILDING CONSTRUCTION AREA SHALL BE COMPACTED WITH OVERLAPPING PASSES WITH A LIGHT WEIGHT (OR AS REQUIRED BY CONDITIONS) VIBRATORY DRUM ROLLER HAVING A TOTAL OPERATING STATIC WEIGHT OF AT LEAST 4 TONS AND A MINIMUM DRUM DIAMETER OF 3 FEET. DENSITIES OF AT LEAST 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557) SHALL BE UNIFORMLY OBTAINED TO A DEPTH OF AT LEAST 12 INCHES BELOW THE COMPACTED SURFACE. REGARDLESS OF THE DEGREE OF COMPACTION ACHIEVED, A MINIMUM OF EIGHT COMPLETE COVERAGES SHALL BE MADE WITHIN THE BUILDING AREA. THE ROLLER COVERAGES SHALL BE DIVIDED EVENLY INTO TWO PERPENDICULAR DIRECTIONS. 7. EXCAVATIONS FOR LARGE STUMPS, ABANDONED UTILITIES, UNDERGROUND TANKS, ETC. SHALL BE BACKFILLED IN LAYERS WITH COMPACTION AND TESTING OF EACH LAYER AS DESCRIBED FOR PLACEMENT AND COMPACTION OF FILL MATERIAL. USE LOOSE BACKFILL LAYER THICKNESS APPROPRIATE FOR THE SIZE OF COMPACTOR BEING USED. 8. AFTER COMPLETION OF DENSIFICATION OF EXISTING SOILS, STRUCTURAL FILL SHALL THEN BE PLACED IN LIFTS NOT EXCEEDING 6 INCHES IN LOOSE THICKNESS WHEN USING THE ROLLER PREVIOUSLY DESCRIBED. EACH LIFT SHALL BE THOROUGHLY COMPACTED WITH THE VIBRATORY ROLLER UNTIL DENSITIES EQUIVALENT TO AT LEAST 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY ARE UNIFORMLY OBTAINED. 9. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR EXCAVATION SAFETY, EXCAVATIONS MUST BE PERFORMED IN ACCORDANCE WITH THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS FOR SILTY SANDS WITH TYPE "B". UNLESS WATER IS ENCOUNTERED, IN WHICH CASE THEY ARE CLASSIFIED AS TYPE "C". A MAXIMUM SLOPE OF 1 VERTICAL TO 1 HORIZONTAL (1V:1H) FOR TEMPORARY EXCAVATIONS IN TYPE "B" SOILS, AND 1 VERTICAL TO 1.5 HORIZONTAL (1V:1.5H) FOR TEMPORARY EXCAVATIONS IN TYPE "C" SOILS. 10. PROVIDE TEMPORARY OR PERMANENT SUPPORTS WHETHER SHORING, SHEETING OR BRACING SO THAT NO HORIZONTAL MOVEMENT OR VERTICAL SETTLEMENT OCCURS TO EXISTING STRUCTURES, STREETS OR UTILITIES ADJACENT TO THE PROJECT SITE. 11. BACKFILLING AGAINST FOUNDATION WALLS WILL BE PERMITTED ONLY AFTER THE COMPLETION OF THE FOLLOWING: A. COMPLETION OF ALL FOUNDATION WALLS TO HEIGHTS SPECIFIED ON DRAWINGS. B. COMPLETION OF THE BASEMENT LEVEL, FRAMING. C. COMPLETION OF THE FLOOR SLAB PLACEMENT AT THE BASEMENT LEVEL. D. ALL CONCRETE WORK NOTED ABOVE HAS ATTAINED 75% OF THE SPECIFIED 28-DAY COMPRESSIVE STRENGTH. 12. BACKFILL BOTH SIDES OF FOUNDATION WALLS IN EQUAL, ALTERNATE LIFTS IN ORDER TO AVOID IMPOSING EXCESSIVE UNBALANCED LATERAL PRESSURE ON THE WALLS. BACKFILL MATERIALS REQUIRED AS A RESULT OF OVER-EXCAVATION BY THE CONTRACTOR WITHOUT PRIOR APPROVAL SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 13. A 15 MIL (MINIMUM) PLASTIC MEMBRANE SHALL BE PLACED ON THE PREPARED PAD SUB-GRADE IN ALL AREAS AS SHOWN ON THE DRAWINGS WHERE FLOOR COVERINGS ARE TO BE INSTALLED, UNLESS OTHERWISE NOTED. SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS IF APPLICABLE. 14. THE SOILS REPORT IN ITS ENTIRETY SHALL BE INCLUDED AS PART OF THE CONTRACT DOCUMENTS. FOR RECOMMENDED SOIL BEARING PRESSURE, FOUNDATION MATERIAL, AND SITE GRADING, SEE SOILS AND GEOLOGICAL REPORT PER CME ASSOCIATES, INC., OCTOBER 27, 2021. DESIGN VALUES: SOIL BEARING PRESSURES:1500 PSF. SLAB ON GRADE PER GEOTECH 1500 PSF. PAD FTG'S LATERAL PRESSURE:100 PCF. PASSIVE 60 PCF ACTIVE 0.30 CF COEFF. FRICTION TABLE OF MINIMUM CONCRETE WALL REINFOCING WALL THICKNESS HORIZONTAL BARS VERTICAL BARS LOCATION 6" 8" 10" 12" #4 @ 12" O.C.CENTER IN WALL #4 @ 18" O.C. #4 @ 16" O.C. EF #4 @ 12" O.C. EF #4 @ 12" O.C. #4 @ 18" O.C. #4 @ 16" O.C. EF #4 @ 12" O.C. EF CENTER IN WALL EF = EACH FACE EF = EACH FACE CONCRETE: 1. ALL CONCRETE CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE ACI CODE AND SPECIFICATIONS (ACI 318, ACI 301). 2. DESIGN STANDARD -ACI 318-10 AND DETAILING STANDARD ACI 315 • CONCRETE REINFORCEMENT REFERENCE STANDARDS: CONFORM TO: • ACI 301-10 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE", SECTION 3 "REINFORCEMENT AND REINFORCEMENT SUPPORTS." • ACI SP-66-04 "ACI DETAILING MANUAL" INCLUDING ACI 316-99 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." • CRSI MSP-09, 28TH EDITION, "MANUAL OF STANDARD PRACTICE." • ANSI/AWS D1.4 "STRUCTURAL WELDING CODE -REINFORCING STEEL." • IBC CHAPTER 19-CONCRETE. • ACI 318-11. 3. ACI 117-10 4. MATERIALS: • REINFORCING BARS..............................................ASTM A615, GRADE 60, DEFORMED BARS. • WELDABLE REINFORCING BARS.........................ASTM A706, GRADE 60, DEFORMED BARS. • SMOOTH WELDED WIRE FABRIC.........................ASTM A185 • DEFORMED WELDED WIRE FABRIC....................ASTM A497 • BAR SUPPORTS......................................................CRSI MSP-09, CHAPTER 3 "BAR SUPPORTS." • TIE WIRE..................................................................16 GAGE OR HEAVIER, BLACK ANNEALED. • STUD RAILS.............................................................ASTM A1044, DECON OR APPROVED EQUIVALENT. • HEADED DEFORMED BARS..................................ASTM A970 FORMWORK & RESHORING:CONFORM TO ACI301 SECTION 2 "FORMWORK AND FORM ACCESSORIES." REMOVAL OF FORMS SHALL CONFORM TO SECTION 2.3.2 EXCEPT STRENGTH INDICATED IN SECTION 2.3.2.5 SHALL BE .75 f'c. RESHORING SHALL CONFORM TO SECTION 2.3.3. CONTRACTOR SHALL SUBMIT FORMWORK REMOVAL AND RESHORE INSTALLATION PROCEDURE AND DRAWINGS AS APPLICABLE SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED FOR THE SER'S INFORMATION. MEASURING, MIXING, AND DELIVERY:CONFORM TO ACI 301 SECTION 4.3. HANDLING, PLACING, CONSTRUCTING AND CURING:CONFORM TO ACI 301 SECTION 5. IN ADDITION, HOT WEATHER CONCRETING SHALL CONFORM TO ACI 305.1-06 AND COLD WEATHER CONCRETING SHALL CONFORM TO ACI 306.1-90 CONCRETE CURING:PROVIDE CURING COMPOUNDS FOR CONCRETE AS FOLLOWS: A. USE MEMBRANE CURING COMPOUNDS THAT ARE COMPATIBLE WITH AND WILL NOT AFFECT SURFACES TO BE COVERED WITH FINISH MATERIALS APPLIED DIRECTLY TO CONCRETE. B. APPLY CURING COMPOUNDS AT A RATE EQUIVALENT TO THE RATE OF APPLICATION AT WHICH CURING COMPOUND WAS ORIGINALLY TESTED FOR IN CONFORMANCE TO THE REQUIREMENTS OF ASTM C 309-07 AND THE MANUFACTURER'S RECOMMENDATIONS. C. APPLY SPECIFIED CURING COMPOUND TO CONCRETE SLABS AS SOON AS FINAL FINISHING OPERATIONS ARE COMPLETE (WITHIN 2 HOURS AND AFTER SURFACE WATER SHEEN HAS DISAPPEARED). APPLY UNIFORMLY IN CONTINUOUS OPERATION BY POWER SPRAY OR ROLLER IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. RECOAT AREAS SUBJECTED TO HEAVY RAINFALL WITHIN 3 HOURS AFTER INITIAL APPLICATION. MAINTAIN CONTINUITY OF COATING AND REPAIR DAMAGE DURING CURING PERIOD. D. USE CURING COMPOUND COMPATIBLE WITH AND APPLIED UNDER DIRECTION OF SYSTEM MANUFACTURER OF PROTECTIVE SEALER. APPLY TWO SEPARATE COATS WITH FIRST ALLOWED TO BECOME TACKY BEFORE APPLYING SECOND. DIRECTION OF SECOND APPLICATION SHALL BE AT RIGHT ANGLES TO DIRECTION OF FIRST. CONSTRUCTION JOINTS: CONFORM TO ACI 301 SECTIONS. 2.2.2.5, 5.2.2.1 AND 5.3.2.6. CONSTRUCTION JOINTS SHALL BE LOCATED AND DETAILED AS ON THE CONSTRUCTION DRAWINGS. SUBMIT ALTERNATE LOCATIONS PER ACI 301 SECTION 5.1.2.3A FOR REVIEW AND APPROVAL BY THE SER TWO WEEKS MINIMUM PRIOR TO FORMING. USE OF AN ACCEPTABLE ADHESIVE, SURFACE RETARDANT, PORTLAND CEMENT GROUT OR ROUGHENING THE SURFACE IS NOT REQUIRED UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. EMBEDDED ITEMS: POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS AND OTHER STRUCTURAL AND NON- STRUCTURAL EMBEDDED ITEMS BEFORE PLACING CONCRETE. CONTRACTOR SHALL REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS AND COORDINATE OTHER EMBEDDED ITEMS. GROUTED REBAR: SEE POST-INSTALLED ANCHORS TO CONCRETE. POST-INSTALLED ANCHORS TO CONCRETE: ANCHOR LOCATION, TYPE, DIAMETER AND EMBEDMENT SHALL BE AS INDICATED ON DRAWINGS. REFERENCE PLANS FOR APPLICABLE POST-INSTALLED ANCHOR ADHESIVES. ANCHORS SHALL BE INSTALLED AND INSPECTED IN STRICT ACCORDANCE WITH THE APPLICABLE ICC-EVALTUATION SERVICE REPORT (ESR). SPECIAL INSPECTION SHALL BE PER THE TESTS AND INSPECTIONS SECTION. SHRINKAGE: CONVENTIONAL AND POST-TENSIONED CONCRETE SLABS WILL CONTINUE TO SHRINK AFTER INITIAL PLACEMENT AND STRESSING OF CONCRETE. CONTRACTOR AND SUBCONTRACTOR SHALL COORDINATE JOINTING AND INTERIOR MATERIAL FINISHES TO PROVIDE ADEQUATE TOLERANCE FOR EXPECTED STRUCTURAL FRAME SHRINKAGE AND SHALL INCLUDE, BUT NOT BE LIMITED TO: CURTAIN WALL, DRYVIT, STOREFRONT, SKYLIGHT, FLOOR FINISH, AND CEILING SUPPLIERS. CONTACT ENGINEER FOR EXPECTED RANGE OF SHRINKAGE. FLOOR FINISHES: THE CONTRACTOR MUST PROVIDE AND CORRECTLY INSTALL AN ISOLATION MEMBRANE AND PROPERLY DETAILED EXPANSION JOINTS TO HELP MINIMIZE CRACKING OF FINISHES WITH CEMENTITIOUS SETTING BEDS OR FINISH PROPERTIES (TILE, STONE, TERRAZZO, CONCRETE TOPPING, ETC.) THE EXPANSION JOINTS SHALL BE SIZED FOR AN EXPECTED SHORTENING MOVEMENT OF 0.01 INCHES PER FOOT. STEEL: 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS", AND SHALL COMPLY WITH ALL LOCAL LAWS AND ORDINANCES. WHERE CONFLICTING REQUIREMENTS OCCUR, THE MORE STRINGENT SHALL APPLY 2. PROVIDE NEW MATERIAL CONFORMING TO THE FOLLOWING REQUIREMENTS FOR ALL STRUCTURAL STEEL: • MEMBER GRADE • SHAPES.....................................................ASTM A992 -GRADE 50 • PLATES & ANGLES...................................ASTM A36 • STEEL TUBES..............................................ASTM A500, GRADE B • HIGH STRENGTH BOLTS...........................ASTM A-325 • NUTS AND WASHERS...............................(MIN. 3/4" DIAMETER) • ANCHOR RODS......................................ASTM F1554, GRADE 36 • WELDING ELECTRODE............................E70XX • METAL DECK WELDING ELECTRODE.....E60XX MIN. 3. SUBMIT ENGINEERED AND CHECKED SHOP DRAWINGS TO THE ARCHITECT/ENGINEER FOR REVIEW. SHOW SHOP FABRICATION DETAILS, FIELD ASSEMBLY DETAILS, AND ERECTION DIAGRAMS FOR ALL STRUCTURAL STEEL. 4. PERFORM ALL WELDING USING CERTIFIED WELDERS AND IN ACCORDANCE WITH THE AWS "STRUCTURAL WELDING CODE -STEEL", LATEST EDITION. COMPLY WITH AISC SPECIFICATION SECTION J2 FOR MINIMUM FILLET WELD SIZE, BUT DO NOT USE LESS THAN A 1/4 INCH FILLET UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. 5. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC. 6. UNLESS OTHERWISE NOTED, ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE WITH 3/4"A325-N. HOLE SIZE SHALL BE BOLT DIAMETER PLUS 1/16". 7. ALL CONNECTIONS USING ASTM A325 BOLTS SHALL BE TORQUED EITHER BY TURN OF THE NUT METHOD OR BY CALIBRATED TORQUE WRENCH PER AISC. 8. DO NOT FIELD CUT ANY STRUCTURAL STEEL WITHOUT THE PRIOR REVIEW AND ACCEPTANCE OF THE ARCHITECT/ENGINEER. CLEARLY INDICATE ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW ANY MEMBER OPENINGS REQUIRED BY OTHER TRADES. 9. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THROUGH STRUCTURAL STEEL MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT OF THE ENGINEER. 10. STRUCTURAL STEEL CONTRACTOR SHALL VERIFY ALL FRAMED OPENINGS AS TO SIZE AND LOCATION. STEEL CONT.: 11. ERECTION PROCEDURES, SEQUENCES AND COORDINATION OF WORK WITH OTHER TRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. PROVIDE ANY ADDITIONAL STEEL REQUIRED FOR ERECTION PURPOSES AT NO COST TO THE OWNER. REMOVE THIS ADDITIONAL STEEL UNLESS DIRECTED OTHERWISE BY THE ARCHITECT IN WRITING. 12. PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED FOR THE SAFETY, STABILITY AND ALIGNMENT OF THE STRUCTURE. LEAVE TEMPORARY BRACING IN PLACE FOR AS LONG AS NECESSARY. PERFORM FINAL BOLTING AND WELDING ONLY ON THOSE PORTIONS OF THE STRUCTURE THAT HAVE BEEN ALIGNED AND PLUMBED WITHIN THE SPECIFIED TOLERANCES. 13. STEEL ITEMS EMBEDDED IN CONCRETE AND MASONRY ARE TO BE PROVIDED BY STRUCTURAL STEEL CONTRACTOR AND INSTALLED BY G.C. 14. REFER TO ARCHITECTURAL DRAWINGS FOR STEEL TO RECEIVE FIREPROOFING. 15. PER 2005 AISC SPECIFICATION SECTION M3.1, "SHOP PAINT IS NOT REQUIRED UNLESS SPECIFIED BY THE CONTRACT DOCUMENTS." THEREFORE, FABRICATED STRUCTURAL STEEL IS LEFT UNPAINTED UNLESS PAINTING REQUIREMENTS ARE NOTED OTHERWISE. 16. IN BUILDING STRUCTURES, STEEL NEED NOT BE PRIMED OR PAINTED IF IT WILL BE ENCLOSED BY BUILDING FINISH, COATED WITH A CONTACT-TYPE FIREPROOFING, OR IN CONTACT WITH CONCRETE. WHEN ENCLOSED, THE STEEL IS TRAPPED IN A CONTROLLED ENVIRONMENT AND THE PRODUCTS REQUIRED FOR CORROSION ARE QUICKLY EXHAUSTED. AS INDICATED IN THE 2005 AISC SPECIFICATION COMMENTARY SECTION M3.1, THE SURFACE CONDITION OF STEEL FRAMING DISCLOSED BY THE DEMOLITION OF LONG-STANDING BUILDINGS HAS BEEN FOUND TO BE UNCHANGED FROM THE TIME OF ITS ERECTION, EXCEPT AT ISOLATED SPOTS WHERE LEAKAGE MAY HAVE OCCURRED. EVEN IN THE PRESENCE OF LEAKAGE, THE SHOP [PRIMER] COAT IS OF MINOR INFLUENCE. A SIMILAR SITUATION EXISTS WHEN STEEL IS FIREPROOFED OR IN CONTACT WITH CONCRETE; IN FACT, PAINT IS BEST OMITTED WHEN STEEL IS TO BE FIREPROOFED BECAUSE PRIMER DECREASES ITS ADHESION. 17. IN EXTERIOR EXPOSED APPLICATIONS, STEEL MUST BE PROTECTED FROM CORROSION BY PAINTING OR OTHER MEANS. LIKEWISE, STEEL MUST BE PROTECTED FROM CORROSION IN SPECIAL APPLICATIONS SUCH AS THE CORROSIVE ENVIRONMENT OF A PAPER PROCESSING PLANT OR A STRUCTURE WITH OCEANFRONT EXPOSURE. STEEL DECK 1. STEEL DECK AND SHEAR CONNECTORS SHALL CONFORM TO THE "SPECIFICATION FOR DESIGN OF LIGHT GAGE COLD-FORMED STRUCTURAL MEMBERS (AISI)", "SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDINGS (AISC 360-10)", "STRUCTURAL WELDING CODE -STEEL (AWS D1.1)", AND "STRUCTURAL WELDING CODE -SHEET STEEL (AWS D1.3)". 2. PROVIDE SHEET METAL CLOSURES AT ALL SLAB OPENINGS AND SLAB EDGES AND CONTINUOUS DECK CLOSURES AT ALL DECK ENDS. PROVIDE COLUMN CLOSURES, RIDGE AND VALLEY PLATES, CANT STRIPS, RECESSED DRAIN SUMP PANS, ETC. 3. ALL ROOF OPENINGS LARGER THAN 12" X 12" SHALL BE FRAMED ON FOUR SIDES. REFER TO DETAILS. POST INSTALLED ANCHORS (INTO CONCRETE AND MASONRY): DESIGN STANDARDS: POST INSTALLED ANCHORS INTO CONCRETE FOR THIS PROJECT ARE DESIGNED IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE, ACI 318-08, APPENDIX D SPECIFICATIONS. POST-INSTALLED ANCHORS:INSTALL ONLY WHERE SPECIFICALLY SHOWN IN THE DETAILS OR ALLOWED BY SER. ALL POST-INSTALLED ANCHORS TYPES AND LOCATIONS SHALL BE APPROVED BY THE SER AND SHALL HAVE A CURRENT ICC-EVALUATION SERVICE REPORT THAT PROVIDES RELEVANT DESIGN VALUES NECESSARY TO VALIDATE THE AVAILABLE STRENGTH EXCEEDS THE REQUIRED STRENGTH. SUBMIT CURRENT MANUFACTURER'S DATA AND ICC ESR REPORT TO SER FOR APPROVAL REGARDLESS OF WHETHER OR NOT IT IS A PRE-APPROVED ANCHOR. ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE TO ICC-ESR AND MANUFACTURER'S INSTRUCTIONS. NO REINFORCING BARS SHALL BE DAMAGED DURING INSTALLATION OF POST-INSTALLED ANCHORS. SPECIAL INSPECTION SHALL BE PER THE TESTS AND INSPECTIONS SECTION. ANCHOR TYPE, DIAMETER AND EMBEDMENT SHALL BE AS INDICATED ON DRAWINGS. 1. ADHESIVE ANCHORS:THE FOLLOWING ADHESIVE-TYPE ANCHORING SYSTEMS HAVE BEEN USED IN THE DESIGN AND SHALL BE USED FOR ANCHORAGE TO CONCRETE AND MASONRY, AS APPLICABLE AND IN ACCORDANCE WITH CORRESPONDING CURRENT ICC ESR REPORT. DRILLED-IN ANCHOR EMBEDMENT LENGTHS SHALL BE AS SHOWN ON DRAWINGS, OR NOT LESS THAN 7 TIMES THE ANCHOR NOMINAL DIAMETER (7D). A. HILTI "HIT-HY 200" -ICC ESR 3187 FOR ANCHORAGE TO CONCRETE B. HILTI "HIT-HY 70" -ICC ESR 2682 -FOR ANCHORAGE TO MASONRY ONLY. 2. HILTI "HIT-HY 70" -ICC ESR 3342 -FOR ANCHORAGE TO UNREINFORCED MASONRY. 3. EXPANSION ANCHORS:THE FOLLOWING EXPANSION TYPE ANCHORS ARE PRE-APPROVED FOR ANCHORAGE TO CONCRETE OR MASONRY IN ACORDANCE WITH CORRESPONDING CURRENT ICC ESR REPORT. 4. HILTI "KWIK BOLT TZ" -ICC ESR-1917 5. SCREW ANCHORS:THE FOLLOWING SCREW TYPE ANCHOR IS PRE-APPROVED FOR ANCHORAGE TO CONCRETE OR MASONRY IN ACCORDANCE WITH CORRESPONDING CURRENT ICC ESR REPORT. A. SIMPSON "TITEN HD" -ICC ESR-2713 FOR CONCRETE ONLY AN DICC ESR-1056 FOR MASONRY ONLY B. HILTI "KWIK HUS-EZ & EZ-I" -ICC ESR-3027 FOR CONCRETE ONLY C. HILTI "KWIK HUS-EZ" -ICC ESR-3056 FOR MASONRY ONLY WE S T S H O R E D E S I G N E N G I N E E R S , P . C . * 5 ( $ 7 2 $ . 6 % 2 8 / ( 9 $ 5 ' Ϳ 6 8 , 7 ( $ / % $ 1 < 1 ( : < 2 5 . 3 Ϳ Z Z Z Z H V W V K R U H G H F R P DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 5:39:07 PM S001 GENERAL NOTES 11.17.2021 21070432 JMN 11 1 3 R o u t e 1 3 C o r t l a n d N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g REVISION SCHEDULE NAME DATE FRAMING LUMBER 1. ALL WOOD MEMBERS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION AND ITS SUPPLEMENT, (NDS), 2015 EDITION. 2. ALL WOOD FOR BEAMS, BREARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING, BRACING, LEDGERS, CRIPLLES, SILLS ETC... SHALL BE SPRUCE-PINE-FIR NO.2 OR BETTER WITH MOISTURE CONTENT OF 19% OR LESS 3. MICROLAM (LVL) BEAMS SHALL BE MANUFACTURED BY WEYERHAEUSER OR AN APPROVED EQUAL AND SHALL PROVIDE A MODULUS OF ELASTICITY OF 1,900,000 PSI, A MINIMUM FLEXUAL STRENGTH OF 2600 PSI, AND A MINIUMUM HORIZONTAL SHEAR STRESS OF 285 PSI. UNLESS NOTED OTHERWISE 4. PARALLAM (PSL) BEAMS SHALL BE MANUFACTURED BY WETERHAEUSER OR AN APPROVED EQUAL AND SHALL PROVIDED A MODULUS OF ELESTICITY OF 1,800,000 PSI, A MINIMUM FLEXUAL STRENGTH OF 2400 PSI, AND A MINIUMUM HORIZONTAL SHEAR STRESS OF 190 PSI. UNLESS NOTED OTHERWISE. 5. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. 6. LIGHT GUAGE STRAPS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER INSTRUCTIONS. HANGERS OR STRAPS THAT DO NOT MATCH EXACTLY THE ONES SPECIFIED ON THE DRAWING IN STEEL YIELD OR ULTIMATE STRENGTH, STEEL DIMENSIONS (LENGTH AND WIDTH), NUMBER AND DIAMETER OF HOLES FOR THE SAME SIZES OF NAILS OF BOLTS, AND/OR DO NOT HAVE THE SAME GENERAL SHAPE WILL NOT BE ACCEPTABLE UNLESS APPROVED BY THE SEOR. 7. PLYWOOD SHALL CONFORM TO PRODUCT STANDARD PS-1-07. PLYWOOD SHALL BE APA GRADE STAMPED, INCLUDING PANEL INDEX NUMBER. ROOF SHEATHING SHALL BE 1/2" CD-X STRUCTURAL 1, P.I. 32/16, UNLESS OTHERWISE NOTED. SEE SHEAR WALL SCHEDULE FOR SHEAR PANEL SHEATHING. ROOF SHEATHING AND SHEAR PANELS SHALL BE IN PLACE AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO COVERING. INSTALL WITH FACE GRAIN ACROSS SUPPORTS AND ALL JOISTS SHALL BE BLOCKED EXCEPT WHERE NOTED ON PLANS. 8. ALL OPENINGS THROUGH ROOF SHALL BE NAILED PER BOUNDARY NAILING OF PLYWOOD DIAPHRAGM NAILING REQUIREMENTS. 9. FRAMING AROUND FLUES AND CHIMNEYS : COMBUSTIBLE FRAMING SHALL BE A MINIMUM OF 2 INCHES, BUT SHALL NOT BE LESS THAN THE DISTANCE SPECIFIED IN SECTION 2111 AND 2113 OF THE IBC AND THE INTERNATIONAL MECHANICAL CODE, FROM FLUES, CHIMNEYS AND FIREPLACES, AND 6 INCHES AWAY FROM FLUE OPENINGS. 10. FRAMING HARDWARE SHALL BE SIMPSON "STRONG-TIE" CONNECTORS OR EQUAL. ALL SUBSTITUTES SHALL BEAR I.C.C. APPROVAL, UNLESS OTHERWISE INDICATED ON DRAWINGS. ALL FLUSH WOOD TO WOOD CONNECTORS SHALL BE MADE WITH "SIMPSON" METAL HANGERS AS FOLLOWS: • 2 X 4, 6, & 8 MEMBERS. . . . . . . . . . . . . . . . . . "U" SERIES • 2 X 10, 12, 14, & 16 MEMBERS. . . . . . . . . . . . "HU" SERIES 11. 4 X & LARGER. . . . . . . . . . . . . . . . . . . . . . . . . "HUTF" SERIES 12. NAILING NOTES: A. ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE SPECIFIED ON DRAWINGS. B. PLYWOOD SHEATHING SHALL BE NAILED AS FOLLOWS UNLESS OTHERWISE NOTED ON DRAWINGS: • BOUNDARY NAILING -4" O.C. • EDGE NAILING -6" O.C. • FIELD NAILING -12" O.C. 12. ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. 13. MISCELLANEOUS ITEMS, WHERE APPLICABLE: A. MUSDILLS: "PRESSURE TREATED" NO. 2 S.P., 0.6 ACQ, OR BETTER. B. ROOF DECKING: SELECT DECKING-DRY, 2 X 6 T & G, V-GROOVE SPRUCE PINE FIR C. FASCIA: NO. 1, EXPOSED HEMLOCK OR SPRUCE, SELECT FOR APPEARANCE. 13. EXTERIOR TRIM: NO. 1, SOUTHERN PINE., SELECT FOR APPEARANCE. 14. FASTENERS, INCLUDING NUTS AND WASHERS , IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE OF HOT-DIPPED ZIN-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS OTHER THAN NAILS, TIMBER RIVETS, WOOD SCREWS AND LAG SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINCCOATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B695, CLASS 55 MINIMUM. CONNECTORS THAT ARE USED IN EXTERIOR APPLICATIONS AND IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL HAVE COATING TYPES AND WEIGHTS IN ACCORDANCE WITH THE TREATED WOOD OR CONNECTOR MANUFACURER'S RECOMMENTATIONS. IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS, A MINIMUM OF ASTM A653, TYPE G185 ZINC-COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. 15. EXCEPTION: PLAIN CARBON STEEL FASTENERS, INCULDING NUTS AND WASHERS, IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. 16. ALL BOLTS THROUGH WOOD SHALL HAVE STANDARD WASHERS EXCEPT WHERE METAL SIDE PLATES ARE SPECIFIED. BOLT HOLES SHALL BE NOT MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER, UNLESS OTHERWISE NOTED. 17. SILL PLATES SHALL BE BOLTED TO FOUNDATIONS WITH 5/8" X 12" LONG ANCHOR BOLTS AT 4'-0" O.C. MAX, w/ 3"x3"x1/4" PLATE WASHER, UNLESS OTHERWISE NOTED. 18. BRIDGING OF JOISTS OR RAFTERS: (MAX) PROVIDE BRIDGING AT 10'-0" O.C., FOR ROOF RAFTERS AND 8'0" FOR FLOOR JOIST. PROVIDE 2X SOLID BLOCKING AT ALL BEARING LOCATIONS. (MIN. TWO BOLTS PER MEMBER 6" IN FROM ENDS). 19. DIAPHRAGM NAILING NOTE: WHERE 8d NAILS ARE SPACED 2-1/2" O.C. OR 10d NAILS ARE SPACED 3" O.C. HAVING A MINIMUM PENETRATION OF 1-5/8" INTO THE SUPPORTING MEMBER, THE SUPPORTING MEMBER SHALL BE A 3 X MINIMUM AND THE NAILS SHALL BE STAGGERED. 20. ROOF DESIGN LOADS: THE LOADS GIVEN ARE MINIMUM DESIGN LOADS. PROVIDE ENGINEERS, FOR THEIR REVIEW, ANY MECHANICAL EQUIPMENT NOT SHOWN ON THESE DRAWINGS AND ANY SPRINKLER MAINS PROPOSED TO BE SUPPORTED BY THE ROOF STRUCTURE. FURNISH SIZES, WEIGHTS, AND LOCATIONS.PRE-ENGINEERD TIMBER TRUSS NOTES: 21. WOOD TRUSSES TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS-GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. 22. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. 23. THE STRUCTURAL FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. THE LOCATIONS OF GIRDERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE USED TO FACILITATE DESIGN OF FOUNDATIONS, WALLS, AND BEAMS. 24. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A QUALIFIED STATE LISCENSED PROFESSIONAL ENGINEER 25. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS OF ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. PROVIDE SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR APPROVAL PRIOR TO FABRICATION RELEASE OF TRESSES FOR FABRICATION PRIOR TO ENGINEER APPROVAL WILL BE AT THE SOLE RISK OF THE 'RELEASER' SUBMITTALS:SUBMIT SHOP DRAWINGS TO THE ARCHITECT/ENGINEER FOR REVIEW. SHOP DRAWINGS SHALL INCLUDE MEMBER SIZE, SPACING, CAMBER, MATERIAL TYPE, GRADE, SHOP AND FIELD ASSEMBLY DETAILS AND CONNECTIONS, TYPES AND LOCATION OF BOLTS AND OTHER FASTENERS. SUPPLY SHOP DRAWINGS FOR THE FOLLOWING: (1)PSL MEMBERS (2)LVL MEMBERS (3)FLOOR & ROOF TRUSSES DEFERRED SUBMITTALS:SUBMIT PRODUCT DATA AND PROOF OF ICBO APPROVAL FOR FRAMING MEMBERS AND FASTENERS THAT HAVE BEEN DESIGNED BY OTHERS. SUBMIT STAMPED CALCULATIONS FOR ALL MEMBERS AND CONNECTIONS DESIGNED BY OTHERS ALONG WITH SHOP DRAWINGS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS AND WEB STIFFENERS SHALL BE DETAILED AND FURNISHED BY THE SUPPLIER. TEMPORARY AND PERMANENT BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S SPECIFICATIONS. DEFLECTION LIMITS SHALL BE AS NOTED UNDER DESIGN LOADS SECTION. FASTENING SCHEDULE 2015 INTERNATIONAL BUILDING CODE TABLE 2304.10.1 THE FOLLOWING ARE GENERAL REQUIREMENTS OF THE FASTENING SCHEDULE BASED ON BUILDING CODE. THIS HANDOUT IS INTENDED TO PROVIDE ONLY GENERAL INFORMATION, FOR FURTHER INFORMATION CONTACT THE BUILDING & SAFETY DIVISION. 1. BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW BLOCKING BETWEEN RAFTERS TRUSS NOT AT THE WALL TOP PLATE, TO RAFTER OR TRUSS FLAT BLOCKING TO TRUSS AND WEB FILLER 2. CEILING JOISTS TO TOP PLATE 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS (NO THRUST) (SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) (SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) 5. COLLAR TIE TO RATER 6. RAFTER OR ROOF TRUSS TO TOP PLATE (SEE SECTION 2308.7.5, TABLE 2308.7.5) 7. ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS; OR ROOF RAFTER TO 2- INCH RIDGE BEAM. 8. STUD TO STUD (NOT AT BRACED WALL PANELS) 9. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS (AT BRACED WALL PANELS) 10. BUILT-UP HEADER (2" TO 2" HEADER) 11. CONTINUOUS HEADER TO STUD 12. TOP PLATE TO TOP PLATE 13. TOP PLATE TO TOP PLATE, AT END JOINTS 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT AT BRACED WALL PANELS) 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING AT BRACED WALL PANELS 16. STUD TO TOP OR BOTTOM PLATE 17. TOP OR BOTTOM PLATE TO STUD 18. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 19. 1" BRACE TO EACH STUD AND PLATE 20. 1"x6" SHEATHING TO EACH BEARING 21. 1"x8" AND WIDER SHEATHING TO EACH BEARING 3-8d COMMON (2 1/2"x0.131"); OR 3-10d BOX (3"x0.128"); OR 3-3"x0.131" NAILES; OR 3-3" 14 Ga. STAPLES. 7/16" CROWN 2-8d COMMON (2 1/2"x0.131") 2-3"x0.131" NAILS 2-3" 14 Ga. STAPLES 2-16d COMMON (3 1/2"x0.162") 3-3"x0.131" NAILS 3-3" 14 Ga. STAPLES 16d COMMON (3 1/2"x0.162") @ 6" O.C. 3"x0.131" NAILS @ 6" O.C. 3"x14 Ga. STAGLES @ 6" O.C. 3-8d COMMON (3 1/2"x0.162") @ 6" O.C. 3-10d BOX (3"x0.128"); OR 3-3"x0.131" NAILS; OR 3-3" 14 Ga. STAPLES, 7/16" CROWN 3-16d COMMON (3 1/2"x0.162"); OR 4-10d BOX (3"x0.128"); OR 4-3"x0.131" NAILS; OR 4-3" 14 Ga. STAPLES, 7/16" CROWN PER TABLE 2308.7.3.1 3-10d COMMON (3"x0.148"); OR 4-10d BOX (3"x0.128"); OR 4-3"x0.131" NAILS, OR 4-3" 14 Ga. STAPLES, 7/16" CROWN 3-10d COMMON (3"x0.148"); OR 3-16d BOX (3 1/2"x0.135"); OR 4-10d BOX (3"x0.128"); OR 4-3"x0.131" NAILS, OR 4-3" 14 Ga. STAPLES, 7/16" CROWN 2-16d COMMON (3 1/2"x0.162"); OR 3-10d BOX (3"x0.128"); OR 3-3"x0.131" NAILS, OR 3-3" 14 Ga. STAPLES, 7/16" CROWN; OR 3-10d COMMON (3 1/2"x0.148"); OR 3-16d BOX (3 1/2"x0.135"); OR 4-10d BOX (3"x0.128"); OR 4-3"x0.131" NAILS; OR 4-3" 14 Ga. STAPLES, 7/16" CROWN 16d COMMON (3 1/2"x0.162") 10d BOX (3"x0.128"); OR 3"x0.131" NAILS; OR 3-3" 14 Ga. STAPLES, 7/16" CROWN 16d COMMON (3 1/2"x0.62"); OR 16d BOX (3 1/2"x0.135"); OR 3"x0.131" NAILS; OR 3-3" 14 Ga. STAPLES, 7/16" CROWN 16d COMMON (3 1/2"x0.162"); OR 16d BOX (3 1/2"x0.135") 4-8d COMMON (2 1/2"x0.131"); OR 4-10d BOX (3"x0.128") 16d COMMON (3 1/2"x0.162"); OR 10d BOX (3"x0.128"); OR 3"x0.131" NAILS; OR 3" 14 Ga. STAPLES, 7/16" CROWN 8-16d COMMON (3 1/2"x0.162"); OR 12-10d BOX (3"x0.128"); OR 12-3"x0.131" NAILS, OR 12-3" 14 Ga. STAPLES, 7/16" CROWN 16d COMMON (3 1/2"x0.162"); OR 16d BOX (3 1/2"x0.135"); OF 3"x0.131" NAILS; OR 3" 14 Ga. STAPLES, 7/16" CROWN. 2-16d COMMON (2 1/2"x0.131"); OR 3-16d BOX (3 1/2"x0.135"); OR 4-3"x0.131" NAILS; OR 4-3" 14 Ga. STAPLES, 7/16" CROWN 4-8d COMMON (2 1/2"x0.131"); OR 4-10d BOX (3"x0.128"); OR 4-3"x0.131" NAILS; OR 4-3" 14 Ga. STAPLES, 7/16" CROWN OR 2-16d COMMON (3 1/2"x0.162"); OR 3-10d BOX (3"x0.128"); OR 3-3"x0.131" NAILS; OR 3-3" 14 Ga. STAPLES, 7/16" CROWN 2-16d COMMON (2 1/2"x0.131"); OR 3-10d BOX (3 1/2"x0.135"); OR 4-3"x0.131" NAILS; OR 4-3" 14 Ga. STAPLES, 7/16" CROWN 2-16d COMMON (2 1/2"x0.131"); OR 3-10d BOX (3 1/2"x0.135"); OR 4-3"x0.131" NAILS; OR 4-3" 14 Ga. STAPLES, 7/16" CROWN 2-8d COMMON (2 1/2"x0.131"); OR 2-10d BOX (3"x0.128"); OR 2-3"x0.131" NAILS; OR 2-3" 14 Ga. STAPLES, 7/16" CROWN 2-8d COMMON (2 1/2"x0.131"); OR 2-10d BOX (3"x0.128") 3-8d COMMON (2 1/2"x0.131"); OR 3019d BOX (3"x0.128") DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER LOCATION ROOF WALL 22. JOIST TO SILL, TOP PLATE OR GIRDER 23. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE SILL OR OTHER FRAMING BELOW 24. 1"x6" SUB FLOOR OR LESS TO EACH JOIST 25. 2" SUBFLOOR TO JOIST OR GIRDER 26. 2" PLANKS (PLANK & BEAM -FLOOR & ROOF) 27. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 29. JOIST TO BAND JOIST OR RIM JOIST 30. BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS 31. 3/8" -1/2" 19/32" -3/4" 7/8" -1 1/4" 1/2" FIBERBOARD SHEATHING 32. 25/32" FIBERBOARD SHEATHING 33. 3/4" AND LESS 34. 7/8" -1" 35. 1 1/8" -1 1/4" 36. 1/2" OR LESS 37. 5/8" 38. 1/4" 39. 3/8" 3-8d COMMON (2 1/2"x0.131"); OR 3-10d BOX (3"x0.128"); OR 3-3"x0.131" NAILS; OR 3-3" 14 Ga. STAPLES, 7/16" CROWN 8d COMMON (2 1/2"x0.131"); OR 10d BOX (3"x0.128"); OR 3"x0.131" NAILS; OR 3" 14 Ga. STAPLES, 7/16" CROWN 2-8d COMMON (2 1/2"x0.131"); OR 2-10d BOX (3"x0.128") 2-16d COMMON (3 1/2"x0.162") 2-16d COMMON (3 1/2"x0.162") 20d COMMON (4"x0.192") 10d BOX (3"x0.128"); OR 3"x0.131" NAILS, OR 3" 14 Ga. STAPLES, 7/16" CROWN AND: 2-20d COMMON (4"x0.192"); OR 3-10d BOX (3"x0.128"); OR 3-3"x0.131" NAILS; OR 3-3" 14 Ga. STAPLES, 7/16" CROWN 3-16d COMMON (3 1/2"x0.162"); OR 4-10d BOX (3"x0.128"); OR 4-3"x0.131" NAILS; OR 4-3" 14 Ga. STAPLES, 7/16" CROWN 3-16d COMMON (3 1/2"x0.162"); OR 4-10d BOX (3"x0.128"); OR 4-3"x0.131" NAILS; OR 4-3" 14 Ga. STAPLES, 7/16" CROWN 2-8d COMMON (2 1/2"x0.131"); OR 2-10d BOX (3"x0.128"); OR 2-3"x0.131" NAILS; OR 2-3" 14 Ga. STAPLES, 7/16" CROWN 6d COMMON OR DEFORED (2"x0.113") (SUBFLOOR AND WALL) 8d BOX OR DEFORED (2 1/2"x0.113") (ROOF) 2 3/8"x0.113" NAIL (SUBFLOOR AND WALL) 1 3/4" 16 Ga. STAPLE, 7/16" CROWN (SUBFLOOR AND WALL) 2 3/8"x0.113" NAIL (ROOF) 1 3/4" 16 Ga. STAPLE, 7/16" CROWN (ROOF) 8d COMMON (2 1/2"x0.131"); OR 6d DEFORMED (2"x0.113") 2 3/8"x0.113" NAIL; OR 2" 16 Ga. STAPLE, 7/16" CROWN 10d COMMON (3"0.148"); OR 8d DEFORMED (2 1/2"x0.131") 1 1/2" GALVANIZED ROOFING NAIL (7/16" HEAD DIAMETER); OR 1 1/4" 16 Ga. STAPLE w/ 7/16" OR 1" CROWN 1 3/4" GALVANIZED ROOFING NAIL (7/16" DIAMETER HEAD); OR 1 1/2" 16 Ga. STAPLE w/ 7/16" OR 1" CROWN 8d COMMON (2 1/2"x0.131"); OR 6d COMMON (2 1/2"0.113"); 8d COMMON (2 1/2"x0.131"); OR 8d COMMON (2 1/2"x0.131") 10d COMMON (3"x0.148"); OR 8d DEFORMED (2 1/2"x0.131") 6d CORROSION-RESISTANT SIDING (1 7/8"x0.106"); OR 6d CORROSION-RESISTANT CASING (2"x0.099") 8d CORROSION-RESISTING SIDING (2 3/8"x0.128"); OR 8d CORROSION-RESISTANT CASING (2 1/2"x0.113") 4d CASING (1 1/2"x0.080"); OR 4d FINISH (1 1/2"x0.072") 6d CASING (2"x0.099"); OR 6d FINISH (PANEL SUPPORTS AT 24 INCHES) DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER LOCATION FLOOR FASTENING SCHEDULE CONT, WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF, AND INTERIOR WALL SHEATHING EDGE FEILD 6 12 6 12 6 12 4 8 4 8 3 6 6 12 6 12 4 8 4 8 6 12 6 12 3 6 3 6 3 6 3 6 3 6 3 6 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 OTHER EXTERIOR WALL SHEATHING WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING PANEL SIDING TO FRAMING INTERIOR PANELING EACH END, TOENAIL EACH END, TOENAIL END NAIL FACE NAIL EACH END, TOENAIL FACE NAIL FACE NAIL FACE NAIL TOENAIL END NAIL TOENAIL 24" O.C. FACE NAIL 16" O.C. FACE NAIL 16" O.C. FACE NAIL 12" O.C. FACE NAIL 16" O.C. EA. EDGE, FACE NAIL 12" O.C. EA. EDGE, FACE NAIL TOENAIL 16" O.C. FACE NAIL 12" O.C. FACE NAIL EA. SIDE OF END JOINT, FACE NAIL (MIN. 24" LAP SPLICE LENGTH EA. SIDE OF END JOIST 16" O.C. FACE NAIL 12" O.C. FACE NAIL 16" O.C. FACE NAIL TOENAIL END NAIL END NAIL FACE NAIL FACE NAIL FACE NAIL FACE NAIL TOENAIL 6" O.C. TOENAIL FACE NAIL FACE NAIL EACH BEARING, FACE NAIL 32" O.C. FACE NAIL AT TOP & BOTTOM STAGGERED ON OPPOSITE SIDES 24" O.C. FACE NAIL AT TOP * BOTTOM STAGGERED ON OPPOSITE SIDES ENDS AND AT EA. SPLICE, FACE NAIL EA. JOIST OR RAFTER, FACE NAIL END NAIL EA. END, TOENAIL ABBREVIATIONS: ADJ ADJACENT AFF ABOVE FINISHED FLOOR ALUM ALUMINUM BLK BLOCKING BOT BOTTOM CJ CONTROL JOINT CL CENTER LINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS DIA DIAMETER DWGS DRAWINGS EL ELEVATION EXIST EXISTING EXP EXPANSION EXT EXTERIOR FLR FLOOR FTG FOOTING GA GAUGE GALV GALVANIZED HORIZ HORIZONTAL ID INSIDE DIAMETER INT INTERIOR JT JOINT k KIPS L ANGLE LBS POUNDS LG LONG MIN MINIMUM MFR MANUFACTURER MO MASONRY OPENING MTL METAL NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OPNG OPENING OPP OPPOSITE PEMB PRE ENGINEERED METAL BUILDING PL PLATE PT PRESSURE TREATED REF REFER/REFERENCE REINF REINFORCING RO ROUGH OPENING SCH SCHEDULE SIM SIMILAR STRUCT STRUCTURAL SS STAINLESS STEEL TOC TOP OF CONCRETE TOS TOP OF STEEL TOSL TOP OF SLAB TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W/WITH WWF WELDED WIRE FABRIC WE S T S H O R E D E S I G N E N G I N E E R S , P . C . * 5 ( $ 7 2 $ . 6 % 2 8 / ( 9 $ 5 ' Ϳ 6 8 , 7 ( $ / % $ 1 < 1 ( : < 2 5 . 3 Ϳ Z Z Z Z H V W V K R U H G H F R P DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 5:39:08 PM S002 GENERAL NOTES 11.17.2021 21070432 JMN 11 1 3 R o u t e 1 3 C o r t l a n d N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g REVISION SCHEDULE NAME DATE VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIC IN THE APPROVED CONSTRUCTION DOCUMENTS. -X AISC 360, SECTION A3.3 AND APPLICABLE ASTM MATERIAL STANDARDS B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. -X -- 2. INSPECTION OF HIGH-STRENGTH BOLTING: A. SNUG-TIGHT JOINTS.-X AISC 360, SECTION M2.5 1704.3.3 B. PRE-TENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT WITH MATCHMARKING, TWIST-OFF BOLT OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION. -X C. PRE-TENSIONED AND SLI-CRITICAL JOINTS USING TURN-OF-NUT WITHOUT MATCHMARKING OR CALIBRATED WRENCH METHODS OF INSTALLATION. X - 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: A. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360.-X AISC 360, SECTION M5.5 B. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. -X APPLICABLE ASTM MATERIAL STANDARDS C. MANUFACTURER'S CERTIFIED TEST REPORTS.-X 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS -X AISC 360, SECTION A3.5 AND APPLICABLE AWS A5 DOCUMENTS - B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.-X -- 5. INSPECTION OF WELDING: A. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: 1.) COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS.X - AWS D1.1 1704.3.1 2.) MULTIPASS FILLET WELDS.X - 3.) SINGLE-PASS FILLET WELDS > 5/16"X - 4.) PLUG AND SLOT WELDS.X - 5.) SINGLE-PASS FILLET WELDS 5/16"-X 6.) FLOOR AND ROOF DECK WELDS.-X AWS D1.3 B. REINFORCING STEEL: 1.) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706.-X AWS D1.4 ACI 318: SECTION 3.5.2 - 2.) REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT. X - 3.) SHEAR REINFORCEMENT.X - 4.) OTHER REINFORCING STEEL -X TESTS AND INSPECITONS COLD-FORMED STEELPER IBC SECTION 1705.2 SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS: -PERIODIC SPOT CHECK INSPECTIONS (MINIMUM OF 30 PERCENT) FOR THE FOLLOWING: -VERIFY THAT STUD AND TRACK SIZE, YIELD STRENGTH AND GALVANIZED COATING WEIGHT ARE PER STRUCTURAL SPECIFICATIONS. -VERIFY THAT NO MEMBERS ARE BENT, DAMAGED, NOTCHED OR CUT. CORING OF HOLES IN STUDS OR JOISTS IS NOT ACCEPTABLE WITHOUT PRIOR APPROVAL FROM SER. *POST INSTALLED ANCHORS TO CONCRETE AND MASONRY:SHALL COMPLY WITH IBC SECTION 1703. INSPECTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN THE APPROVED ICC EVALUATION. REPORT AND AS INDICATED BY THE DESIGN REQUIREMENTS SPECIFIED ON THE DRAWINGS. REFER TO THE POST INSTALLED ANCHORS SECTION OF THESE NOTES FOR ANCHORS THAT ARE THE BASIS OF THE DESIGN. SPECIAL INSPECTOR SHALL VERIFY ANCHORS ARE AS SPECIFIED IN THE POST INSTALLED ANCHORS SECTION OF THESE NOTES OR AS OTHERWISE SPECIFIED ON THE DRAWINGS. SUBSTITUTIONS REQUIRE APPROVAL BY THE SER AND REQUIRE SUBSTANTIATING CALCULATIONS AND CURRENT 2015 IBC RECOGNIZED ICC EVALUATION SERVICES (ES) REPORT. SPECIAL INSPECTOR SHALL DOCUMENT IN THEIR SPECIAL INSPECTION REPORT COMPLIANCE WITH EACH OF THE ELEMENTS REQUIRED WITHIN THE APPLICABLE ICC EVALUATION SERVICES (ES) REPORT. TESTS AND INSPECITONS (CONT.) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 1. MAIN WINDFORCE RESISTING SYSTEM: ANCHOR BOLTS HOLD-DOWNS (HD) AND CONTINUOUS ROD TIE-DOWN SYSTEMS (TDS). INCLUDING SQUASH BLOCKS, LPT SHEAR CONNECTORS, STRAP CONNECTORS, BOUNDARY EDGE NAILING, PLATE NAILING AND PANEL EDGE SHEAR NAILING FOR SIZE & SPACING. -X 1705.1, 1705.2 2. MAIN WINDFORCE RESISTING SYSTEM: FIELD GLUING OPERATIONS X - 1705.1, 1705.2 3. DIAPHRAGMS: BLOCKING, STRAP CONNECTIONS, BOUNDARY EDGE AND PANEL SHEAR NAILING SIZE & SPACING. -X 1705.1, 1705.2 4. PROPER BOTTOM PLATES SIZES (2x AND 3x) AND PLATE WASHERS.-X 1705.1, 1705.2 5. ROOF TRUSS 'HURRICANE' CLIPS.-X 1705.1, 1705.2 WOOD CONSTRUCTION PER IBC SECTION 1705.5, 1705.1, & 1705.2 *EXCEPTION:SPECIAL INSPECTIONS ARE NOT REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS AND DIAPHRAGMS, INCLUDING: NAILING, BOLTING, ANCHORING AND OTHER FASTENING TO OTHER ELEMENTS OF THE SEISMIC FORCE-RESISTING SYSTEM, WHERE THE FASTENER OF THE SHEATHING IS MORE THAN 4 INCHES (102MM) ON CENTER. INSPECTION SUBMITTALS:SPECIAL INSPECTION REPORTS SHALL BE PROVIDED ON A WEEKLY BASIS. FINAL SPECIAL INSPECTION REPORTS WILL BE REQUIRED BY EACH SPECIAL INSPECTION FIRM PER IBC 1704.1. SUBMIT COPIES OF ALL INSPECTION REPORTS TO THE ARCHITECT/ENGINEER AND THE AUTHORITY HAVING JURISDICTION FOR REVIEW. STRUCTURAL OBSERVATION:STRUCTURAL OBSERVATION SHALL BE PROVIDED FOR STRUCTURES CLASSIFIED AS SEISMIC DESIGN CATEGORY D, E AND F IN ACCORDANCE WITH IBC SECTION 1704.6. STRUCTURAL OBSERVATION SITE VISITS WILL BE AS FOLLOWS: DURING FOUNDATION INSTALLATION, DURING SHEAR WALL OR LATERAL FRAME CONSTRUCTION, PRIOR TO EACH ELEVATED FLOOR POUR, DURING WOOD FLOOR AND ROOF FRAMING AND AFTER ROOF DIAPHRAGM IS COMPLETE AND PRIOR ROOFING. CONTRACTOR SHALL NOTIFY THE SER IN A TIMELY MANNER TO ALLOW SCHEDULED OBSERVATIONS TO OCCUR. FIELD (OBSERVATION) REPORTS WILL BE DISTRIBUTED TO THE ARCHITECT, THE CONTRACTOR, SPECIAL INSPECTOR AND THE AUTHORITY HAVING JURISDICTION. CONTRACTOR RESPONSIBILITY:PRIOR TO ISSUANCE OF THE BUILDING PERMIT, THE CONTRACTOR IS REQUIRED TO PROVIDE THE AUTHORITY HAVING JURISDICTION IN A SIGNED, WRITTEN ACKNOWLEDGEMENT OF THE CONTRACTOR'S RESPONSIBILITIES ASSOCIATED WITH THE ABOVE STATEMENT OF SPECIAL INSPECTIONS ADDRESSING THE REQUIREMENTS LISTED IN IBC SECTION 1704. CONTRACTOR IS REFERRED TO IBC CHAPTER 1705.12.5 AND 1705.12.6 FOR ARCHITECTURAL AND MEP BUILDING SYSTEMS THAT MAY BE SUBJECT TO ADDITIONAL INSPECTIONS (BASED ON THE BUILDING'S DESIGNATED SEISMIC DESIGN CATEGORY LISTED IN THE CRITERIA), INCLUDING ANCHORAGE OF HVAC DUCTWORK CONTAINING HAZARDOUS MATERIALS, PIPING SYSTEMS AND MECHANICAL UNITS CONTAINING FLAMMABLE, COMBUSTIBLE OR HIGHLY TOXIC MATERIALS, ELECTRICAL EQUIPMENT USED FOR EMERGENCY OR STANDBY POWER, EXTERIOR WALL PANELS AND SUSPENDED CEILING SYSTEMS. PREFABRICATED CONSTRUCTION:ALL PREFABRICATED CONSTRUCTION SHALL CONFORM TO IBC SECTION 1703. TESTS AND INSPECITONS (CONT.) VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 1. EPOXY ANCHOR -X - 2. EXPANSION ANCHOR -X - POST INSTALLED ANCHORS TO CONCRETE AND MASONRY REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION TYPE CONTINUOUS PERIODIC 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATION ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.-X -X TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPPER MATERIAL 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. 5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. - X - X - X VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT. -X ACI 318 Ch. 20, 25.2, 25.3, 26.6 1-26.6.3 1908.4 2. REINFORCING BAR WELDING: A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706; B. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16"; AND C. INSPECT ALL OTHER WELDS - X X X AWS D1.4 ACI 318: 26.6.4 - 3. INSPECT ANCHORS CAST IN CONCRETE.-X ACI 318: 17.8.2 - 4. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE MEMBERS. A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A X X ACI 318: 17.8.2.4 ACI 318: 17.8.2 - 5. VERIFYING USE OF REQUIRED DESIGN MIX.-X ACI 318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2, 1908.2, 1908.3 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. X - ASTM C 172 ASTM C 31 ACI 318: 26.4, 25.12 1908.10 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X -ACI 318: 26.5 1908.6, 1908.7, 1908.8 8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. -X ACI 318: 26.5.3-26.5.5 1908.9 9. INSPECT PRESTRESSED CONCRETE FOR: A. APPLICATION OF PRESTRESSING FORCES; AND B. GROUTING OF BONED PRESTRESSING TENDONS X X - -ACI 318: 26.10 - 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.-X ACI 318: CH. 26.8 - 11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND RIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. -X ACI 318: 26.11.2 - 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. -X ACI 318: 26.11.1.2(B ) - TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION 6.) INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE: A. DETAILS SUCH AS BRACING AND STIFFENING -X -1704.3.2B. MEMBER LOCATIONS.-X C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION.-X INSPECTIONS:SPECIAL INSPECTIONS AND TESTING SHALL BE DONE IN ACCORDANCE TO THE STATEMENT OF SPECIAL INSPECTIONS PER IBC SECTIONS 1704, 1705, AND 1708 AS APPLICABLE FOUNDATIONS, FOOTINGS, UNDER SYSTEMS AND FRAMING ARE SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORANCE WITH IBC 110.3. CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICAL. SPECIAL INSPECTORS:SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER, TO PROVIDE SPECIAL INSPECTIONS FOR THE PROJECT. SPECIAL INSPECTORS SHALL BE QUALIFIED PERSONS WHO ARE REGISTERED WITH WABO. STATEMENT OF SPECIAL INSPECTIONS PER 1704 AND 1705:SPECIAL INSPECTIONS AND TESTING ARE REQUIRED BY 1704, 1706, 1707 AND 1708 FOR THE FOLLOWING: FABRICATION SHOP INSPECTION:WHERE OFF-STE FABRICATION OF GRAVITY LOAD BEARING MEMBERS & ASSEMBLIES IS PERFORMED, SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR COMPLIES WITH IBC 1704.2 WE S T S H O R E D E S I G N E N G I N E E R S , P . C . * 5 ( $ 7 2 $ . 6 % 2 8 / ( 9 $ 5 ' Ϳ 6 8 , 7 ( $ / % $ 1 < 1 ( : < 2 5 . 3 Ϳ Z Z Z Z H V W V K R U H G H F R P DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 5:39:11 PM S003 SPECIAL INSPECTIONS 11.17.2021 21070432 JMN 11 1 3 R o u t e 1 3 C o r t l a n d N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g REVISION SCHEDULE NAME DATE F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F2F2 F1F1 F2F2 F1 F1 F3 F3 F3 F3 F3 F3 F3 F3 F3 F1 F3 F1 F2 F3 F3 F3 F1 F1 1 2 3 4 5 6 7 81.5 B C D E F WF1 WF1 WF 1 WF 1 12' - 0"20' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"4' - 0" 192' - 0" 180' - 0" 28 ' - 0 " 26 ' - 0 " 30 ' - 0 " 2. 54° H3 S500 A5 S501 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1P1 P1P1 P1 P1 4' - 0 " 4' - 1 0 1 1 / 1 6 " 6' - 3 3 / 4 " 7' - 8 1 3 / 1 6 " 9' - 1 7 / 8 " 10 ' - 6 1 5 / 1 6 " 12 ' - 0 " A10 S200 FND. WALL 8" CONC. FND. WALL 8" CONC. G5 S501 TYP. 6' - 8 " 6' - 8"11' - 4"12' - 6"6' - 8"12' - 10"14' - 0" 12 ' - 1 0 " 11' - 0"10' - 4 5/16" 5' - 0"22' - 0"5' - 0" 10 ' - 0 " 24 ' - 6 1 / 2 " A7 S200 F1 S200 A FND. WALL 8" C O N C . 99' - 4"T.O.W. -0' -8" 99 ' - 4 " T. O . W . -0' - 8" 99 ' - 4 " T. O . W . -0' - 8" 99 ' - 4 " T. O . W . -0' - 8" 4' - 0 " 7' - 2 1 / 2 " 8' - 1 1 / 2 " 99 ' - 4 " T. O . W . -0' - 8" FND. WALL 8" CONC. B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1B1 B1B1 B1 B1 B1 B1 B1 B1 B1 B1B1B1 B1 B1 B1 B1 B1 F3 P1 P1 F4 P1P1 F4 B1 B1 P1 F4 P1 F4 B1 B1 7.5 GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 2. EXTERIOR & PERIMETER FOOTING BEARINGELEVATIONS ARE 4'-0" BELOW (E) GRADE ELEVATION MIN. INTERIOR FOOTINGS MUST BEAR A MINIMUM OF 0'-6" BELOW FINISHED FLOOR ELEVATION. 3. COORDINATE WALL AND SHELF ELEVATION TRANSITION WITH ARCHITECTURAL DRAWINGS. 4. PROVIDE VAPOUR BARRIER UNDER INTERIOR SLABS-ON-GRADE. VAPOR BARRIER SHALL BE 15 MIL CONCRETE RATED AND PLACED DIRECTLY AT SLAB UNDERSIDE. 5. BASE COURSE MATERIAL PLACED DIRECTLY UNDER SLABS SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY, MIN. 6. 5" THICK CONCRETE SLAB-ON-GRADE REINFORCED w/ 6x6 -W4xW4 WELD WIRE FABRIC OR ALT., #4 @ 18" O.C. EA. WAY. 7. REFER TO FOUNDATION AND PIER SCHEDULES FOR SIZING & REINFORCING. 8. G.C TO VERIFY ROOF DRAIN DOWN SPOUT LOCATIONS. COORDINATED WITH ARCH & MECH. PLANS PRIOR TO FOUNDATION AND SLAB POUR. KEY NOTES# 1/8" = 1'-0"S100 A2 FOUNDATION PLAN FOUNDATION SCHEDULE MARK LENGTH WIDTH THICKNESS REINFORCING F1 5' - 6" 5' - 6" 1' - 0" (5) #5 EA. WAY, BOT. F2 8' - 0" 8' - 0" 1' - 0" (7) #5 EA. WAY, BOT. F3 5' - 0" 5' - 0" 1' - 0" (5) #5 EA. WAY, BOT. F4 4' - 0" 4' - 0" 1' - 0" (4) #5 EA. WAY, BOT. WF1 2' - 0" 1' - 0" (3) #4 CONT. w/ #4 TRANSVERSE @ 24" O.C. PIER SCHEDULE MARK SIZE REINFORCING P1 20x20 (8) #4 VERT, w/ (3) #3 TIES @ 3" O.C. AT TOP & REMAINDER @ 12" O.C. CONT. WE S T S H O R E D E S I G N E N G I N E E R S , P . C . * 5 ( $ 7 2 $ . 6 % 2 8 / ( 9 $ 5 ' Ϳ 6 8 , 7 ( $ / % $ 1 < 1 ( : < 2 5 . 3 Ϳ Z Z Z Z H V W V K R U H G H F R P DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 5:39:11 PM S100 FOUNDATION PLAN 11.17.2021 21070432 JMN 11 1 3 R o u t e 1 3 C o r t l a n d N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g REVISION SCHEDULE NAME DATE 1 2 3 4 5 6 7 81.5 B C D E F 5" CONCRETE SLAB w/ #4 @ 18" O.C. EACH WAY. ALT: 6X6 W4xW4 WWF; OVER 15 MIL CONCRETE RATED VAPOR BARRIER , OVER 6" COMPACTED CRUSHER RUN GRAVEL, COMPACTED TO 95% MODIFIED PROCTOR, MIN. TYP. ALL SLABS, U.N.O. 12' - 0"20' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"4' - 0" 192' - 0" 180' - 0" 28 ' - 0 " 26 ' - 0 " 30 ' - 0 " H3 S500 A10 S200 A7 S200 F1 S200 A 7.5 GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 2. EXTERIOR & PERIMETER FOOTING BEARINGELEVATIONS ARE 4'-0" BELOW (E) GRADE ELEVATION MIN. INTERIOR FOOTINGS MUST BEAR A MINIMUM OF 0'-6" BELOW FINISHED FLOOR ELEVATION. 3. COORDINATE WALL AND SHELF ELEVATION TRANSITION WITH ARCHITECTURAL DRAWINGS. 4. PROVIDE VAPOUR BARRIER UNDER INTERIOR SLABS-ON-GRADE. VAPOR BARRIER SHALL BE 15 MIL CONCRETE RATED AND PLACED DIRECTLY AT SLAB UNDERSIDE. 5. BASE COURSE MATERIAL PLACED DIRECTLY UNDER SLABS SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY, MIN. 6. 5" THICK CONCRETE SLAB-ON-GRADE REINFORCED w/ 6x6 -W4xW4 WELD WIRE FABRIC OR ALT., #4 @ 18" O.C. EA. WAY. 7. REFER TO FOUNDATION AND PIER SCHEDULES FOR SIZING & REINFORCING. 8. G.C TO VERIFY ROOF DRAIN DOWN SPOUT LOCATIONS. COORDINATED WITH ARCH & MECH. PLANS PRIOR TO FOUNDATION AND SLAB POUR. KEY NOTES# 1/8" = 1'-0"S101 A2 SLAB PLAN WE S T S H O R E D E S I G N E N G I N E E R S , P . C . * 5 ( $ 7 2 $ . 6 % 2 8 / ( 9 $ 5 ' Ϳ 6 8 , 7 ( $ / % $ 1 < 1 ( : < 2 5 . 3 Ϳ Z Z Z Z H V W V K R U H G H F R P DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 5:39:12 PM S101 SLAB PLAN 11.17.2021 21070432 JMN 11 1 3 R o u t e 1 3 C o r t l a n d N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g REVISION SCHEDULE NAME DATE 1 2 3 4 5 6 7 81.5 B C D E FHSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/812' - 0"20' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"4' - 0" 192' - 0" 180' - 0" 28 ' - 0 " 26 ' - 0 " 30 ' - 0 " A10 S200 A7 S200 4' - 0 " 4' - 1 0 1 1 / 1 6 " 6' - 3 3 / 4 " 7' - 8 1 3 / 1 6 " 9' - 1 7 / 8 " 10 ' - 6 1 5 / 1 6 " 12 ' - 0 " F1 S200 A 30 ' - 0 "HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/87.5 GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. KEY NOTES# 1/8" = 1'-0"S102 A2 FIRST FLOOR COLUMN LAYOUT PLAN WE S T S H O R E D E S I G N E N G I N E E R S , P . C . * 5 ( $ 7 2 $ . 6 % 2 8 / ( 9 $ 5 ' Ϳ 6 8 , 7 ( $ / % $ 1 < 1 ( : < 2 5 . 3 Ϳ Z Z Z Z H V W V K R U H G H F R P DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 5:39:14 PM S102 FIRST FLOOR FRAMING PLAN 11.17.2021 21070432 JMN 11 1 3 R o u t e 1 3 C o r t l a n d N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g REVISION SCHEDULE NAME DATE 1 2 3 4 5 6 7 81.5 B C D E F W21X62 W21X62 W21X62 W21X62 W21X57 W21X57 W21X57 W21X57 W21X57W21X57W21X57 W21X50 W21X50 W21X57W21X57 W21X50 W21X62 W21X62 @24'' PRE-ENGINEERED WOOD TRUSS 2' -0" 32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"4' - 0" 192' - 0" 180' - 0" 28 ' - 0 " 26 ' - 0 " 30 ' - 0 " E5 S501 TYP. E5 S501 TYP. 12' - 0"20' - 0" 4' - 0 " 4' - 1 0 1 1 / 1 6 " 6' - 3 3 / 4 " 7' - 8 1 3 / 1 6 " 9' - 1 7 / 8 " 10 ' - 6 1 5 / 1 6 " 12 ' - 0 " A10 S200 W 18X46 W 18X4 6 W 18X4 6 W 18X4 6 W 18X4 6 W 18X4 6 W18X46W18X46W18X46W18X46W18X46W18X46 C5 S501 TYP. C5 S501 TYP. 3/4" STRUCT 1 GRADE PLYWOOD MIN, 10d @ 6" BOUNDARY, 6" EDGE & 12" FIELD, TYP.F1 S200 @24'' PRE-ENGINEERED WOOD TRUSS 2' -0" @24'' PRE-ENGINEERED WOOD TRUSS 2' -0" @24'' PRE-ENGINEERED WOOD TRUSS 2' -0" A 30 ' - 0 " 11 4 ' - 0 " 86 ' - 0 " EXTERIOR STRUCTURE BY OTHER [111' -0 1/2"] [110' -5"] M.F. [111' -8"] [112' -1 1/2"] M.F. [111' -0 1/2"] [110' -5"] M.F. [111' -8"] [112' -1 1/2"] [111' -0 1/2"] [110' -5"] M.F. [111' -8"] [112' -1 1/2"] [111' -0 1/2"] [110' -5"] M.F. [111' -8"] [112' -1 1/2"] [111' -0 1/2"] [110' -5"] M.F. [111' -8"] [112' -1 1/2"] [111' -0 1/2"] [110' -5"] M.F. [111' -8"] [112' -1 1/2"] M.F. 7.5 2' - 0"2' - 0" W1 8 X 4 6 [V A R I E S ] M . F . [110' -4 1/2"] [110' -6"] [110' -6"] [110 ' -6"] [110 ' -6"] [110' -6"] W1 8 X 4 6 W1 8 X 4 6 [V A R I E S ] [V A R I E S ] M . F . W1 8 X 4 6 W1 8 X 4 6 W12X26 W1 8 X 4 6 W1 8 X 4 6 [V A R I E S ] M . F . [V A R I E S ] [V A R I E S ] W12X26 [V A R I E S ] (1)1 3/4x11 7/8 LVL 2x12 LEDGER @2x12 1' -4" @2x10 1' -4" W1 8 X 4 6 [V A R I E S ] (2) 2x12 GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. KEY NOTES# 1/8" = 1'-0"S103 A2 ROOF FRAMING PLAN WE S T S H O R E D E S I G N E N G I N E E R S , P . C . * 5 ( $ 7 2 $ . 6 % 2 8 / ( 9 $ 5 ' Ϳ 6 8 , 7 ( $ / % $ 1 < 1 ( : < 2 5 . 3 Ϳ Z Z Z Z H V W V K R U H G H F R P DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 5:39:15 PM S103 ROOF FRAMING PLAN 11.17.2021 21070432 JMN 11 1 3 R o u t e 1 3 C o r t l a n d N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g REVISION SCHEDULE NAME DATE 1 2 3 4 5 6 7 81.5 B C D E F W21X62 W21X62 W21X62 W21X62 W21X57 W21X57 W21X57 W21X57 W21X57W21X57W21X57 W21X50 W21X50 W21X57W21X57 W21X50 W21X62 W21X62 @24'' PRE-ENGINEERED WOOD TRUSS 2' -0" 12' - 0"20' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"4' - 0" 192' - 0" 180' - 0" 28 ' - 0 " 26 ' - 0 " 30 ' - 0 " RTU WT. 1000LBS RTU WT. 1300LBS RTU WT. 1000LBS RTU WT. 1500LBS RTU WT. 1300LBS RTU WT. 1300LBS RTU WT. 1300LBS RTU WT. 1000LBS RTU WT. 1000LBS A10 S200 F1 S200 A 7.5 32' - 0" 2' - 4 " 11 ' - 0 " 16' - 8"13' - 4"2' - 0" 20' - 11"11' - 1"2' - 3" 2' - 4 " 11 ' - 0 " 2' - 3"9' - 8"8' - 1" 2' - 1 " 12 ' - 3 " 11 ' - 8 " 11' - 1"9' - 8" 6' - 4 " 5' - 1 0 " 24 ' - 2 " 26' - 6"5' - 6" 9' - 9 " 9' - 8 " 10 ' - 7 " 24' - 11"7' - 1"6' - 3" 6' - 8" 5' - 8 " 11 ' - 0 " 13 ' - 4 " 26' - 4"5' - 8"10' - 3"11' - 0"10' - 9" 6' - 6" 9' - 11"11' - 0"11' - 1" 9' - 9 " 9' - 8 " 10 ' - 7 " 23 ' - 5 " 6' - 7 " 6' - 9 " 23 ' - 3 " 23 ' - 2 " 13 ' - 4 " 23 ' - 6 " 30 ' - 0 " GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. KEY NOTES# 1/8" = 1'-0"S104 A2 JOIST LOADING ZONES PLAN WE S T S H O R E D E S I G N E N G I N E E R S , P . C . * 5 ( $ 7 2 $ . 6 % 2 8 / ( 9 $ 5 ' Ϳ 6 8 , 7 ( $ / % $ 1 < 1 ( : < 2 5 . 3 Ϳ Z Z Z Z H V W V K R U H G H F R P DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 5:39:18 PM S104 JOIST LOADING PLAN 11.17.2021 21070432 JMN 11 1 3 R o u t e 1 3 C o r t l a n d N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g REVISION SCHEDULE NAME DATE FIRST FLOOR 100' -0" FOUNDATION 96' -0" BE L O W G R A D E R- 1 0 M I N . 2 ' - 0 " CONC FTG. PER PLAN 2X6 @ 16" O.C. S501 A1 CONC. SLAB & REINF. PER PLAN WF BEAM PER PLAN (2) 2x8 WOOD NAILER w/ 1/2"Ø THREADED ROD @ 24" O.C. TYP. CEILING PER ARCH DBL 2X CONT. TOP PLATE DECKING PER PLAN ROOFING PER ARCH CONC FND. WALL & REINF. PER PLAN WOOD JOIST PER PLAN 2" EXTRUDED POLYSTYRENE INSULATION (XPS) 2X6 WOOD-FRAMING AT 16" O.C. TO SUPPORT FASCIA AND SOFFIT AA TOP / LOW WALL 112' -8" 16d @ 8" O.C., TYP. SIMPSON STRONG-TIE 'HU' HANGER OR EQ. B.N., TYP. 2x10 BAND JOIST SIMPSON STRONG-TIE 'A35' EA. STUD, TYP. FND. WALL 8" CONC. )7*'5$,16855281' Z62,/),/75$7,2162&. 6721(7(50,1$7(72 '(7(17,21321'25 '$</,*+76((&,9,/':*6 2" RIGID INSULATION FIRST FLOOR 100' -0" FOUNDATION 96' -0" PIER PER PLAN 1" MIN.TY P . 3" C L R . TYP. 3" CLR. LINE OF TYP. FDN. WALL BEYOND REINF. PER PLAN & SCHEDULE GRADE ISOLATION JOINT CONC SLAB PER PLAN CONC. FND. WALL PER PLAN CONC PIER PER PLAN CONC FTG. PER PLAN 6" 1 1 / 2 " EXTERIOR WALL FINISHES PER ARCH COL PER PLAN BASEPLATE & ANCHOR BOLTS PER DETAIL A7/S501 2X6 @ 16" O.C., TYP. U.N.O. FIRST FLOOR 100' -0" FOUNDATION 96' -0" A FIRST FLOOR 100' -0" ROOF 116' -0" FOUNDATION 96' -0" BCDF TOP / LOW WALL 112' -8" ABCDFGA TOP / LOW WALL 112' -8" S200 A10 S200 D7 E S501 G5 TYP. S500 C1 TYP.at STOREFRONT GLAZING at DOOR ENTERANCE 110' - 4 1/2" T.O.S. ROOF DECK PER PLAN WOOD TRUSS PER PLAN ROOFING PER ARCH ROOFING PER ARCH RAFTERS PER PLAN LVL HEADER PER PLAN SIMPSON STRONG-TIE JOIST HANGER EA. END OF EA. RAFTER 2x LEDGER PER PLAN w. (2) LEDGERLOK SCREWS EA. STUD. CONT. DBL. 2x SILL PLATE WF PER PLAN B.N. S200 D1 ROOF 116' -0" DD TOP / LOW WALL 112' -8" (2) 2x8 WOOD NAILER w/ 1/2"Ø THREADED ROD @ 24" O.C. TYP. WOOD TRUSS PER PLAN (BOTTOM CHORD BEARING) DECKING PER PLAN ROOF PER ARCH WF BEAM PER PLAN WOOD TRUSS PER PLAN (TOP CHORD BEARING BEYOND) 2X6 CONT. SILL PLATE w/ (2) TIMBERLOK SCREWS EA. TRUSS, TYP. 2X6 @ 16" O.C., TYP. DBL. 2X6 CONT. TOP PLATE ROOFING PER ARCH T.O.S. VARIES SIMPSON STRONG-TIE 'A35' EA. STUD, TYP. 2x10 BAND JOIST (2) 2x8 WOOD NAILER w/ 1/2"Ø THREADED ROD @ 24" O.C. TYP. TO EXTEND OVER COLUMN WOOD TRUSSES PER PLAN WF PER PLAN COL PER PLAN DECKING PER PLAN ROOFING PER ARCH - 1/4" COL. CAP PLATE TOP / LOW WALL 112' -8" TOP / LOW WALL 112' -8" E 110' - 4 1/2" T.O.S. 2x10 BAND JOIST ROOF DECK PER PLAN WOOD TRUSS PER PLAN ROOFING PER ARCH CONT. DBL 2x TOP PLATE 2x STUDS @ 16" O.C., TYP. SIMPSON STRONG-TIE 'A35' CLIP EA. STUD, TYP. ROOFING PER ARCH RAFTERS PER PLAN SIMPSON STRONG-TIE JOIST HANGER EA. END OF EA. RAFTER 2x LEDGER PER PLAN w. (2) LEDGERLOK SCREWS EA. STUD. CONT. DBL. 2x SILL PLATE WF PER PLAN (2) 2x8 WOOD NAILER w/ 1/2"Ø THREADED ROD @ 24" O.C., TYP. SIMPSON STRONG-TIE FCB45.5 CLIP (G.C. TO VERIFY CLIP DIMENSION REQ.) EA. STUD. (9) #10 SD SCREWS TO STUD, & (3) 0.157"Ø SIMPSON STRONG-TIE POWDER ACTUATED FASTENERS [PDPAT] OR EQ. B.N. 3/4" = 1'-0"S200 A10 WALL SECTION at NORTH FACADE 3/4" = 1'-0"S200 A7 WALL SECTION at EXTERIOR PIER WE S T S H O R E D E S I G N E N G I N E E R S , P . C . * 5 ( $ 7 2 $ . 6 % 2 8 / ( 9 $ 5 ' Ϳ 6 8 , 7 ( $ / % $ 1 < 1 ( : < 2 5 . 3 Ϳ Z Z Z Z H V W V K R U H G H F R P DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 5:39:19 PM S200 SECTIONS 11.17.2021 21070432 JMN 11 1 3 R o u t e 1 3 C o r t l a n d N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g 1/4" = 1'-0"S200 F1 BUILDING SECTION 1/2" = 1'-0"S200 D7 SECTION at ROOF TRANSITION 1" = 1'-0"S200 A1 WOOD TRUSS CONNECTION at COLUMN LOCATION 3/4" = 1'-0"S200 D1 WALL SECTION at ROOF TRANSITION REVISION SCHEDULE NAME DATE VERTICAL REINFORCING (TYP.) HORIZONTAL REINFORCING (TYP.) DOWELS TO MATCH HORIZ. REINFORCEMENT SIZE & SPACING CONT. KEY STANDARD HOOK (TYP.) VERTICAL REINFORCING (TYP.) HORIZONTAL REINFORCING (TYP.) DOWELS TO MATCH HORIZ. REINFORCEMENT SIZE & SPACING CONT. KEY STANDARD HOOK (TYP.) PROVIDE CORNER BARS AS SHOWN. MATCH SIZE & SPACING OF HORIZ. REINF. "U" BARS @ OPENINGS & DISCONTINUOUS ENDS. MATCH SIZE & SPACING OF HORIZ. REINF. TYPICAL CONCRETE WALL INTERSECTION TYPICAL CONCRETE WALL INTERSECTION "U" BARS @ OPENINGS & DISCONTINUOUS ENDS. MATCH SIZE & SPACING OF HORIZ. REINF. LAP OUTSIDE HORIZ. BARS OR PROVIDE CORNER BARS AS SHOWN. MATCH SIZE & SPACING OF HORIZ. WALL REINF. TYPICAL CONCRETE WALL CORNER & END DETAIL TYPICAL CONCRETE WALL CORNER & END DETAIL 2' - 0 " M I N . 48 B A R D I A . 2'-0" MIN. 48 BAR DIA. 1'-0" MIN. 48 BAR DIA. 2' - 0 " M I N . 40 B A R D I A . 1'-0" MIN. 48 BAR DIA. 2'-0" MIN. 48 BAR DIA. 2' - 0 " M I N . 48 B A R D I A . 2' - 0 " M I N . 40 B A R D I A . 180° HOOK DIMENSION DETAILING J D HOOK A or G 90° HOOKA or G D DETAILING DIMENSION 12d 4db or 6" MIN. d b d b 90° HOOK DE T A I L I N G DI M E N S I O N D 135° HOOK D D E T A I L I N G A or G D DI M E N S I O N D H 6 d b FOR #3, #4, #5 12 d b FOR #6, #7, #8 db 10d b d b HOOK A or G 135° HOOK D DE T A I L I N G DI M E N S I O N D H10dbdb HOOK A or G *H DIMENSION IS APPROXIMATE.*H DIMENSION IS APPROXIMATE. ALL GRADES OF STEEL D = FINISHED INSIDE BEND DIAMETER d b = NOMINAL BAR DIAMETER MIN. D = 6 d b FOR #3 THROUGH #8 MIN. D = 8 d b FOR #9, #20 AND #11 MIN. D = 10 d b FOR #14 AND #18 RECOMMENDED END HOOKS -ALL GRADES OF STEEL BAR SIZE D, IN. 180° HOOKS 90° HOOKS A OR G J A OR G #3 2 1/4 0'-5"0'-3"0'-6" #4 3 0'-6"0'-4"0'-8" #5 3 3/4 0'-7"0'-5"0'-10" #6 4 1/2 0'-8"0'-6"1'-0" #7 11/32 0'-10"0'-7"1'-2" #8 6 0'-11"0'-8"1'-4" #9 9 1/2 1'-3"0'-11 3/4"1'-7" #10 10 3/4 1'-5"1'-1 1/4"1'-10" #11 12 1'-7"1'-2 3/4"2'-0" #14 18 1/4 2'-3"1'-9 3/4"2'-7" #18 24 3'-0"2'-4 1/2"3'-5" STIRRUP HOOKS (TIE BENDS SIMILAR) BAR SIZE D, IN. 90° HOOKS 135° HOOKS A OR G A OR G H APPROX. #3 1 1/2 0'-4"0'-5"0'-3 1/2" #4 2 0'-4 1/2"0'-6 1/2"0'-4 1/2" #5 2 1/2 0'-6"0'-8"0'-5 1/2" #6 4 1/2 1'-0"0'-11"0'-6 1/2" #7 5 1/4 1'-2"1'-0 1/2"0'-7 3/4" #8 6 1'-4"1'-2 1/2"0'-9" STIRRUP HOOKS (TIE BENDS SIMILAR) BAR SIZE D, IN. 135° SEISMIC HOOK A OR G H #3 1 1/2 0'-4"0'-3 1/2" #4 2 0'-4 1/2"0'-4 1/2" #5 2 1/2 0'-6"0'-5 1/2" #6 4 1/2 1'-0"0'-6 1/2" #7 5 1/4 1'-2"0'-7 3/4" #8 6 1'-4"0'-9" LAP SPLICE & DEVELOPMENT LENGTH SCHEDULE BAR SIZE MISC. BARS TOP BARS (SEE NOTE #3)Ldh Ld SPLICE Ld SPLICE Ldh fc = 3000psi #3 17 23 22 29 9 #4 22 29 29 38 11 #5 28 37 36 47 14 #6 33 43 43 56 17 #7 48 63 63 82 20 #8 55 72 72 94 22 #9 62 81 81 106 25 #10 70 91 91 119 28 #11 78 102 101 132 31 fc = 4000psi #3 15 20 19 25 8 #4 19 25 25 33 10 #5 24 32 31 41 12 #6 29 38 37 49 15 #7 42 55 54 71 17 #8 48 63 62 81 19 #9 54 71 70 91 22 #10 61 80 79 103 25 #11 67 88 87 114 27 fc = 5000psi #3 13 17 17 23 7 #4 17 23 23 30 9 #5 22 29 28 37 11 #6 26 34 34 45 13 #7 38 50 49 64 14 #8 43 56 56 73 17 NOTES: 1. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, CLEAR COVER> db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR COVER > db. 2. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. 3. Ldh = DEVELOPMENT LENGTH OF BAR WITH STANDARD HOOK. 4. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF REFRESH CONCRETE BELOW (EXCLUDING WALL HORIZONTAL REINFORCING) OR AS NOTED ON DOCUMENTS AS "TOP BAR". 5. ALL TABULATED VALUES ARE IN INCHES. NOTE: 1.COORDINATE SLEEVE LOCATIONS W/ PLUMBING DRAWINGS AND EXIST. UTILITIES. 2.WHERE PIPES ARE MORE THAN 3'-0" BELOW BOTTOM OF FOOTING, NOTIFY ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. AT FOOTING ABOVE FOOTING CONCRETE FOOTING. SEE PLAN WALL DOWELS, MATCH VERT. WALL REINF. SIZE AND SPACING FOOTING PER PLAN 2 -#5 BARS x 3'-0" LONG @ EACH FACE OF WALL 4 -#5 BARS x 4'-0" LONG @ EACH FACE OF WALL CASE IN PLACE CONC. FOUNDATION WALL SCHEDULE 40 PVC PIPE SLEEVE -INSIDE DIA. 2" LARGER THAN OUTSIDE DIA. OF PIPE RUNNING THROUGH WALL SCHEDULE 40 PVC PIPE SLEEVE -INSIDE DIA. 2" LARGER THAN OUTSIDE DIA. OF PIPE RUNNING THROUGH WALL PROVIDE SCHEDULE 40 PVC PIPE SLEEVE 2 SIZES LARGER THAN PROPOSED PIPE OR CONDUIT. CAULK AS REQUIRED. COORDINATE LOCATION WITH ALL TRADES. WHERE WATER TIGHTNESS IS REQ'D, PROVIDE "LINK- SEAL" DEVICE AND SIZE WALL OPENING TO SUIT. TYPICAL ANCHOR BOLT SCHEDULE INSTALLATION TYPE CAST-IN-PLACE (PRE-AUTHORIZED) [2]DRILL-IN-OPTIONS (SUBMITTAL REQUIRED) [3] BOLT TYPE EMBEDMENT REQUIREMENTS STANDARD J-BOLT HEADED ANCHOR SIMPSON "SSTB" ANCHOR BOLT ADHESIVE ANCHOR NOT ALLOWED AT P-T SLAB LIMITS 5/8" MAX.5/8" Ø TRHU 2-1/2"Ø FOR WOOD FRAME ONLY 5/8"Ø THRU 1"Ø DIA = ANCHOR BOLT DIAMETER (NOMINAL) 7 1 / 2 " MI N . E M B E D UN O P E R P L A N PR O J E C T I O N NO T E ( 1 ) 12 x D I A . 1/ 4 " MI N . PE R M F R [4 ] EXPANSION ANCHOR THREADED ROD ANCHOR 1. CONTRACTOR SHALL DETERMINE THE REQUIRED THREAD PROJECTION SUITABLE FOR THE THICKNESS OF MATERIAL BEING FASTENED PLUS GROUT ALLOWANCE, IF ANY, AND CONSTRUCTION TOLERANCES, UNO. 2. CONTRACTOR MAY SELECT APPROPRIATE CAST-IN-PLACE ANCHOR BOLT OPTION WITHOUT SUBMITTAL. 3. DRILL-IN OPTIONS ARE NOT APPROPRIATE AT ALL CONDITIONS. IF DRILL-IN METHOD IS PREFERRED, SUBMIT MANUFACTURER'S INFORMATION, ALLOWABLE LOAD VS. EMBEDMENT DATA AND LOCATIONS OF WHERE SUBSTITUTIONS ARE REQUESTED. ENGINEER WILL DETERMINE IF SUBSTITUTION IS APPROPRIATE FOR LOCATION AND LOADING. 4. EMBEDMENT OF DRILL-IN ANCHORS SHALL BE PER ENGINEER'S SUBMITTAL REVIEW COMMENTS. EMBEDMENT SHALL BE (9) NINE TIMES THE NOMINAL ANCHOR DIAMETER, UNO. 5. AT PRESSURE TREATED SILLS, PROVIDE HOT DIPPED GALVANIZED OR STAINLESS-STEEL ANCHORS. CONSTRUCTION JOINT CONTROL JOINT T.O. SLAB VAPOR BARRIER WHERE REQ'D COMPACTED STRUCT. FILL OR COMPETENT NATIVE SOIL PER GEOTECH REPORT t/4 SAWCUT DEPTH OR t/4 PREMOLDED JOINT (1 1/2" MIN.) VAPOR BARRIER WHERE REQ'D COMPACTED STRUCT. FILL OR COMPETENT NATIVE SOIL PER GEOTECH REPORT REINF. PER PLAN SUBGRADE PREPARATION PER GEOTECH REPORT REINF. PER PLAN SUBGRADE PREPARATION PER GEOTECH REPORT 5/8" DIA. x 24" SMOOTH BAR @ 24" O.C., GREASE ONE SIDE IN DOWEL INSERT PER PLAN T.O. SLAB PER PLAN CONTINUOUS CHAIRS PLACED AT 4'-0" O.C. FOR SUPPORT OF SLAB REINF. CONTINUOUS CHAIRS PLACED AT 4'-0" O.C. FOR SUPPORT OF SLAB REINF. NOTES: 1. CONSTRUCTION OR CONTROL JOINT LOCATIONS PER FOUNDATIONS/SLAB PLAN, MAX 16' O.C. 2. USE "EARLY ENTRY DRY-CUT SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. SAW CUT ALONG SHORT DIRECTION OR POUR FIRST. 3. ALIGN A CONSTRUCTION OR CONTROL JOINT WITH RE-ENTRANT SLAB CORNERS, EACH EAY, TYP. 4. PROVIDE CONSTRUCTION/CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS 225 SQUARE FEET MAXIMUM WITH A MAXIMUM PANEL ASPECT RATIO OF 1.3 TO 1.0 M I N 3 " MIN 2' - 0" WALL DOWELS - SEE SECTIONS FOR SIZE AND SPACING MATCH WALL FOOTING REINF. MIN 2 d MIN 2 d (2'-0" MAX) dt t MIN 2' - 0"1' - 0" 3 "MINTYPICALADD (2) #4 BARS x3'-0" LG. TOP, EACH CORNER, TYP. SLAB ON GRADE 2 " ISOLATION JOINT AROUND COLUMN. CAULK JOINT SOLID PREFORMED JOINT FILLER AROUND COLUMN, TYP. CONSTRUCTION OR CONTROL JOINT SEE PLAN FOR SLAB JOINT LOCATIONS. JOINT SPACING IN EITHER DIRECTION 12'-0" MAX. INTERIOR NOTE CONSTRUCTION CONTROL JOINT ISOLATION JOINT PREFORMED JOINT FILLER AROUND COLUMN. CAULK JOINT SOLID TYP. CONSTRUCTIO N OR CONTROL JOINT. EXTERIOR @ COLUMN EXTERIOR @ WALL1' - 7 15/16"2' -6"MAX1' - 0" COMPACTED STRUCTURAL FILL COAT ALL STEEL BELOW BOTTOM OF SLAB W/ 1/2" THICK BITUMENOUS MASTIC (ROOFING CEMENT) 1/4" LEVELING PLATE AND 3/4" NON-SHRINK GROUT (5000 PSI) CONSTRUCTION JOINT REINFORCING TO BE CONTINUOUS THROUGH SLAB DIAMOND JOINTS AND EXTEND TO WITHIN 1" OF FACE OF COLUMN PREMOLDED JOINT FILLER W/ 1/2"x1/2" CAULK ON TOP (SIKA 51SL) REF FOUNDATION PLAN AND FOOTING SCHEDULE FOR SIZE AND REINF DIAMOND SLAB (2 ' - 0" @ RO O F DR A I N S ) CL VAPOR RETARDER PER PLAN COLUMN PER PLAN. BASEPLATE & ANCHOR BOLTS PER DETAIL 2/S501 PER PLAN PER PLAN 3" CLR. 3" CLR. BELOW GRADE MIN. 48" 9" 1' -6" 4" FTG. DRAIN SURROUND w/ SOIL FILTRATION SOCK & 1" STONE. IF REQ'D BY GEOTECH. TERMINATE TO DETENTION POND OR DAYLIGHT. SEE CIVIL DWGS & GEOTECH REPORT IF APPLICABLE. VAPOR BARRIER PER PLAN OVER 2" OF GRANULAR FILL PER PLAN 6" COMPACTED CRUSHER RUN GRAVEL; 95% MODIFIED PROCTOR MIN. 2" RIGID INSULATION #4 @ 18" O.C. (ALT. HOOK DIRECTION) FTG. PER PLAN VERT. #4 @ 18" O.C. & HORZ. #4 @ 18" O.C., TYP. STOREFRONT WINDOW PER ARCH G R A D E FND. WALL 8" CONC. 9" 1' -6" 1' -6" 1'-6" T.O. FIN. FLOOR 0'-0" T.O. FOOTING -3'-10" T.O. SHELF -0'-8" CONC. SLAB PER PLAN #4 DOWELS @ 18" O.C. ALT. HOOK DIRECTION FTG. PER PLAN 4" FTG. DRAIN SURROUND w/ SOIL FILTRATION SOCK & 1" STONE. IF REQ'D BY GEOTECH. TERMINATE TO DETENTION POND OR DAYLIGHT. SEE CIVIL DWGS & GEOTECH REPORT IF APPLICABLE. #4 DOWELS @ 24" O.C. (MIN. 3 PER DOOR OPENING) 6" COMPACTED CRUSHER RUN GRAVEL; 95% MODIFIED PROCTOR MIN. VERT. #4 @ 18" O.C. & HORIZ. #4 @ 18" O.C., TYP. VAPOR BARRIER PER PLAN OVER 2" OF GRANULAR FILL PER PLAN 2" RIGID INSULATION STOREFRONT WINDOW PER ARCH FIELD BENT PER PLAN 3" C L R . 4" CLR. FND. WALL 8" CONC. CB 1' -3"0' -2 1/2"A ATYPE 1' -3" BASE PLATE SIZE ANCHOR RODS QUANTITY EMBEDMENT *SIZE 4 MATERIAL 3/4"0' -9"F1554 -GR.36 * NOTE - ALL EMBEDMENT LENGTHS SHALL BE 0'-9" MIN. UNLESS FOOTING THICKNESS OR PIER DEPTH LIMITS EMBEDMENT. IN WHICH CASE EMBEDMENT LENGTH SHALL BE FOOTING THICKNESS OR PIER DEPTH MINUS 3". BP-1 MARK E 0' -3/4" D 0' -2 1/2" 7<3($7<3(% &/ &/ % $ & ' ( 6((3/$1 )'1 /,1( &/ &/ % $ & ' ( EQ.EQ. 3/4" = 1'-0"S500 A9 TYPICAL CONCRETE WALL/FTG REINFORCING 1/2" = 1'-0"S500 D9 TYP. BAR SPLICE/LAP AND HOOK DETAIL 1/2" = 1'-0"S500 D7 FND WALL REINF. AT OPENINGS [AS REQ'D] 1/2" = 1'-0"S500 G9 TYP. ANCHOR BOLT SCHEDULE 3/4" = 1'-0"S500 A7 TYP. SLAB ON GRADE JOINT DETAILS 1/2" = 1'-0"S500 H7 TYP. STEPPED FOOTING DETAIL 1/2" = 1'-0"S500 C3 TYPICAL SLAB-ON-GRADE INTERIOR CORNER DETAIL 1/2" = 1'-0"S500 A3 TYPICAL SLAB-ON-GRADE CONTROL JOINT DETAILS 3/4" = 1'-0"S500 H3 TYPICAL INTERIOR COLUMN FOOTING 3/4" = 1'-0"S500 C1 TYP. FOUNDATION WALL 3/4" = 1'-0"S500 A1 TYP. FOUNDATION WALL - ALTERNATE 3/4" = 1'-0"S500 E3 COLUMN BASEPLATE AND ANCHOR ROD SCHEDULE WE S T S H O R E D E S I G N E N G I N E E R S , P . C . * 5 ( $ 7 2 $ . 6 % 2 8 / ( 9 $ 5 ' Ϳ 6 8 , 7 ( $ / % $ 1 < 1 ( : < 2 5 . 3 Ϳ Z Z Z Z H V W V K R U H G H F R P DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 5:39:23 PM S500 STRUCTURAL DETAILS 11.17.2021 21070432 JMN 11 1 3 R o u t e 1 3 C o r t l a n d N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g * G.C. TO COORDINATE FND. WALL & ARCH. DETAILING REVISION SCHEDULE NAME DATE .,1*678'63(53/$1> 0,1@ %81'/('75,00(5678'6 ,1',&$7('$67+86 213/$1> 0,17<3@ ',$[1$,/6 7<3($(1' 678':$//3(53/$1 75,00(5 .,1*678'6 &21772%273/$7( 6,//$7:,1'2:6 +($'(53(53/$1 %273/$7( 678':$//3(53/$1 $//678' 6 720$7&+ 678'6$%29( 0,1 3/<:22' 6+((7,6 [ ('*(1$,/,1* (1 [0,1)/$7 %/. *$7 816833257(' ('*(6: %281'$5< 1$,/,1* 7<3,17(50(',$7( 1$,/,1* )1 # 2&812 %281'$5< 1$,/,1* %1 )256,=($1' 63$&,1*2) 5$)7(56 6((3/$16 %($5,1*:$// 3/<:22' 6+7 * /21*',0 2) 3/<:'72581 3(53(1',&8/$5 72-2,67 0,1('*( ',67$1&()25 1$,/6 67$**(5 -2,172) 3/<:22' :,1'2: (2) 2x KING STUD, TYP. 2x JACK STUD, TYP. (2) 2x SILL PLATE, TYP. 2x STUDS @ 16" O.C., TYP. 678':$//3(53/$1 127( )/225522)-2,6761276+2:1)25&/$5,7< 3/$7(63/,&(72 2&&8529(5 678'67<3 52:6G1$,/6 727$/ 67$** :,7+,1$5($2)63/,&( #2& '%/7233/$7(63/,&( 4' - 0" 1/4 TYP. WELD ALL AROUND @ HSS COLUMNS SCHEDULE SEE CL HEAVY NUT T.O. PIER OR FOOTING T.O. SLAB WF OR HSS COLUMN (SEE COLUMN SCHEDULE) E = THICKNESS 3/4" NON- SHRINK GROUT COLUMN & PIER STEEL BEAM PER PLANCOLUMN PER PLAN MINIMUM NUMBER OF ROWS OF BOLTS W8 -(2) 3/4" DIA. A325 W10 -(2) 3/4" DIA. A325 W12 -(3) 3/4" DIA. A325 W14 -(3) 3/4" DIA. A325 W16 -(4) 3/4" DIA. A325 W18 -(5) 3/4" DIA. A325 W21 -(5) 3/4" DIA. A325 W24 -(6) 3/4" DIA. A325 W27 -(7) 3/4" DIA. A325 W30 -(8) 3/4" DIA. A325 BEAM TO COLUMN BEAM TO BEAM COPE BEAM AS REQ'D 3/8" STIFFENER PLATE (1/2" STIFFENER FOR W24-W30) 3/8" STIFFENER PLATE (1/2" STIFFENER FOR W24-W30) 7< 3 1/4" CAP PLATE, TYP. 1/4 TYP 1/4 5/16 3 SIDES &21&6/$%3(53/$1 '2:(/6# 2&$/7+22. ',5(&7,21 75$169(56(# 2&7<3 &2177<3 [&217.(<:$< '2:(/6#2& 0,13(5'225 23(1,1* &203$&7('&586+(5581 *5$9(/ 02',),(' 352&7250,1 9(57#2& +25,=#2& 7<3 9$325%$55,(53(53/$1 5,*,',168/$7,21 &/5 3(53/$1 3(53/$1 &/ 5 '2253(5 $5&+ ),(/'%(17 '2:(/# :$//2& 7<3 72),1)/225 72)227,1* 72:$// 72),1)/225 72)227,1* 72:$// 6/23(6/$%3(5)7 '2:(/6#2& $/7+22.',5(&7,21 )7*'5$,16855281' Z62,/),/75$7,2162&. 6721(7(50,1$7(72 '(7(17,21321'25 '$</,*+76((&,9,/':*6 9(57#2& +25,=#2& 7<3 &/5 3(53/$1 3(53/$1 &/ 5 EXT. WALL PANEL PER ARCH 2x6 @ 16" O.C., TYP. 2" RIGID INSULATION GRANULAR FILL ABOVE GRADE 6" MIN. GYP. BOARD PER ARCH P.T. 2X6 CONT. SILL PLATE w/ 5/8"Ø J- BOLT. 8" MIN. EMBED CONC. SLAB PER PLAN 1" THERMAL BREAK MIN. B.N. PLYWOOD PER PLAN (2) 2X8 WOOD NAILER w/ 1/2"Ø THREADED ROD @ 24" O.C. TYP. BEAM PER PLAN PRE-ENGINEERED WOOD JOIST PER PLAN 1/4" TRUSSES TO BE TOP CHORD BEARING A325 BOLTS IN SLIP-CRITICAL CONNECTION, WELDS, PLATES, & BOLTS TO DEVELOP 100% OF BEAM REACTION W BEAM -SEE FRAMING PLAN SHEAR CONNECTIONS BOLTED OR WELDED TO BEAM AND WELDED TO COLUMN M CL SEE PLAN T.O. STEEL FULL PENETRATION WELD TOP AND BOTTOM TYPICAL HSS COL. -SEE FRAMING PLAN KNIFE PLATE SLOTTED THROUGH HSS COL. FULL PENETRATION WELD, TYP. M A A KNIFE PLATE SLOTTED THROUGH HSS COL. HSS COL. -SEE FRAMING PLAN W BEAM -SEE FRAMING PLAN FULL PENETRATION WELD TYPICAL M SECTION A-A 3/4" = 1'-0"S501 C9 TYPICAL HEADER FRAMING 3/4" = 1'-0"S501 D14 TYPICAL PLYWOOD LAYOUT 3/4" = 1'-0"S501 H9 TYPICAL SILL FRAMING 3/4" = 1'-0"S501 F9 TOP PLATE SPLICE 3/4" = 1'-0"S501 A5 COLUMN BASE PLATE DETAIL - ELEVATION 1" = 1'-0"S501 E5 TYP. BEAM CONNECTIONS 3/4" = 1'-0"S501 G5 TYP. FND. WALL at DOOR w/ EXTERIOR SLAB ON GRADE 3/4" = 1'-0"S501 A1 WALL CONNECTIONS 1" = 1'-0"S501 C5 WOOD TRUSS CONNECTION DETAIL 1" = 1'-0"S501 B1 TYP. BEAM-TO-COLUMN FLANGE MOMENT CONN. WE S T S H O R E D E S I G N E N G I N E E R S , P . C . * 5 ( $ 7 2 $ . 6 % 2 8 / ( 9 $ 5 ' Ϳ 6 8 , 7 ( $ / % $ 1 < 1 ( : < 2 5 . 3 Ϳ Z Z Z Z H V W V K R U H G H F R P DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 5:39:24 PM S501 STRUCTURAL DETAILS 11.17.2021 21070432 JMN 11 1 3 R o u t e 1 3 C o r t l a n d N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g REVISION SCHEDULE NAME DATE TRUSS PER MANFACTURER'S SHOP DWGS E8 S502 A4 S502 RTU PER MECH PLAN ROOFING PER ARCH PLYWOOD DECKING PER PLAN (2) 2X6 BLOCKING AT PENETRATION PERIMETER WOOD TRUSS PER PLAN 2X VERTICAL REINFORCING BELOW PENETRATION PLYWOOD DECK PER PLAN WOOD TRUSS PER PLAN (2) 2X6 BLK'G AT PENETRATION PERIMETER w/ SIMPSON STRONG- TIE HANGER EA. END , TYP. RTU PER MECH PLANS 3/4" = 1'-0"S502 A9 RTU ROOF PENETRATION 1 1/2" = 1'-0"S502 A4 RTU ROOF PENETRATION ELEV. PERP. TO TRUSSES 1 1/2" = 1'-0"S502 E8 RTU ROOF PENETRATION ELEV. PARALLEL TO TRUSSES WE S T S H O R E D E S I G N E N G I N E E R S , P . C . * 5 ( $ 7 2 $ . 6 % 2 8 / ( 9 $ 5 ' Ϳ 6 8 , 7 ( $ / % $ 1 < 1 ( : < 2 5 . 3 Ϳ Z Z Z Z H V W V K R U H G H F R P DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 5:39:24 PM S502 STRUCTURAL DETAILS 11.17.2021 21070432 JMN 11 1 3 R o u t e 1 3 C o r t l a n d N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g REVISION SCHEDULE NAME DATE RAN Fire Protection 1062 Central Avenue Albany, NY, 12205 518-275-0791 Job Name : 2108312_CALCS Building : 1 Location : CORTLAND MOB System : 1 Contract : Data File : 2108312_CALCS Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Hydraulic Calculation #1 RAN Fire Protection Page 1 2108312_CALCS Date HYDRAULIC CALCULATIONS for Project name:2108312_CALCS Location:CORTLAND MOB Drawing no:1 Date:09/16/2021 Design Remote area number:1 Remote area location:UPPER RIGHT HAND CORNER Occupancy classification:LIGHT HAZARD Density:0.1 - Gpm/SqFt Area of application:1551 - SqFt Coverage per sprinkler:196 - SqFt Type of sprinklers calculated:K-5.6 PENDENT QR No. of sprinklers calculated:20 In-rack demand: - GPM Hose streams:100 - GPM Total water required (including hose streams):504.76 - GPM @ 68.9101 - Psi Type of system:WET Volume of dry or preaction system: - Gal Water supply information Date: Location: Source: Name of contractor:RAN Fire Protection Address:1062 Central Avenue / / Albany, NY, 12205 Phone number:518-275-0791 Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.)THE SAFETY FACTOR OF THIS CALCULATION IS 17.89 Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 2 2108312_CALCS Date 10 20 30 40 E 50 R 60 U 70 S 80 S 90 E 100 R 110 P 120 130 140 150 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) City Water Supply:Demand: C1 C2 C1 - Static Pressure : 90 C2 - Residual Pressure: 73 C2 - Residual Flow : 1244 D1 - Elevation : 6.496 D2 - System Flow : 404.76 D2 - System Pressure : 68.910 Hose ( Demand ) : 100 D3 - System Demand : 504.76 Safety Margin : 17.886 D1 D2 D3 Water Supply Curve C Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 3 2108312_CALCS Date Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 Aty Alarm Tyco AV-1 14 23 24 23 B NFPA 13 Butterfly Valve 00000671001291012192100000 E NFPA 13 90' Standard Elbow 1223456781012141822273540455061 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow T NFPA 13 90' Flow thru Tee 3456810121517202530355060718191101121 Zai Ames 4000SS Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 4 2108312_CALCS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DP01 14.0 5.6 12.25 na 19.6 0.1 196 7.0 EQ01 15.0 19.59 na DP02 14.0 5.6 12.25 na 19.6 0.1 196 7.0 EQ02 15.0 19.97 na 2 15.0 K = K @ EQ01 19.59 na 19.6 3 15.0 20.64 na 4 15.0 21.09 na 5 15.0 22.19 na 6 15.0 22.26 na 7 15.0 22.43 na 8 15.0 22.73 na 9 15.0 23.73 na 10 15.0 24.37 na 11 15.0 24.81 na 12 15.0 25.05 na 13 15.0 25.25 na 14 15.0 25.37 na 15 11.0 27.11 na 16 11.0 27.25 na 17 11.0 27.3 na 18 11.0 27.31 na 19 11.0 28.66 na 20 11.0 28.66 na 21 11.0 28.67 na 22 14.0 27.42 na 23 14.0 27.45 na 24 14.0 27.48 na 25 14.0 27.53 na 26 14.0 27.6 na 27 14.0 27.72 na 28 14.0 27.83 na 29 14.0 27.95 na 30 14.0 28.14 na 31 -8.0 62.35 na 100.0 1 -8.0 65.04 na TEST 0.0 68.91 na 32 15.0 K = K @ EQ01 19.78 na 19.69 33 15.0 20.6 na 34 15.0 20.79 na 35 15.0 21.46 na 36 15.0 26.63 na 37 15.0 K = K @ EQ01 19.89 na 19.75 38 15.0 20.59 na 39 15.0 K = K @ EQ01 19.96 na 19.78 40 15.0 K = K @ EQ01 20.09 na 19.85 41 15.0 K = K @ EQ01 20.5 na 20.05 42 15.0 26.78 na 43 15.0 26.78 na 44 15.0 26.78 na 45 15.0 26.78 na 46 15.0 26.79 na 47 15.0 26.8 na 48 15.0 26.81 na 49 15.0 26.82 na 50 15.0 26.82 na 51 15.0 26.83 na 52 11.0 28.56 na 53 11.0 28.57 na 54 11.0 28.58 na 55 11.0 28.58 na 56 15.0 K = K @ EQ01 20.54 na 20.07 57 15.0 21.57 na Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 5 2108312_CALCS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 58 15.0 21.68 na 59 15.0 K = K @ EQ01 20.87 na 20.23 60 15.0 21.57 na 61 15.0 21.73 na 62 15.0 22.19 na 63 15.0 26.48 na 64 15.0 K = K @ EQ01 20.91 na 20.25 65 15.0 K = K @ EQ01 20.98 na 20.29 66 15.0 K = K @ EQ01 21.03 na 20.31 67 15.0 K = K @ EQ01 22.47 na 20.99 68 15.0 K = K @ EQ01 20.81 na 20.2 69 15.0 21.83 na 70 15.0 K = K @ EQ01 20.96 na 20.28 71 15.0 21.83 na 72 15.0 22.15 na 73 15.0 26.73 na 74 15.0 K = K @ EQ01 20.97 na 20.28 75 15.0 21.78 na 76 15.0 K = K @ EQ01 21.16 na 20.37 77 15.0 22.08 na 78 15.0 K = K @ EQ01 21.27 na 20.43 79 15.0 K = K @ EQ02 22.29 na 20.71 80 15.0 K = K @ EQ02 22.31 na 20.72 81 15.0 K = K @ EQ02 22.74 na 20.92 82 15.0 26.72 na 83 15.0 26.82 na 84 15.0 26.82 na 85 15.0 26.82 na 86 15.0 26.82 na 87 15.0 26.83 na The maximum velocity is 10.68 and it occurs in the pipe between nodes 8 and 9 Flow Summary - Standard Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 6 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *EQUIVALENT K'S DP01 19.60 1.049 E 2.0 60.000 12.250 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 EQ01 19.6 0.1254 0.0 62.000 7.772 Vel = 7.28 0.0 19.60 19.589 K Factor = 4.43 DP02 19.60 1.049 T 5.0 60.000 12.250 K Factor = 5.60 to 120.0 0.0 5.000 -0.433 EQ02 19.6 0.1254 0.0 65.000 8.148 Vel = 7.28 0.0 19.60 19.965 K Factor = 4.39 *REMOTE HEAD TO SUPPLY 2 19.60 1.049 T 5.0 3.390 19.589 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 3 19.6 0.1254 0.0 8.390 1.052 Vel = 7.28 3 15.45 1.61 0.0 9.850 20.641 to 120.0 0.0 0.0 0.0 4 35.05 0.0456 0.0 9.850 0.449 Vel = 5.52 4 19.84 1.61 T 8.0 2.560 21.090 to 120.0 0.0 8.000 0.0 5 54.89 0.1046 0.0 10.560 1.105 Vel = 8.65 5 0.0 2.635 0.0 7.000 22.195 to 120.0 0.0 0.0 0.0 6 54.89 0.0094 0.0 7.000 0.066 Vel = 3.23 6 48.86 2.635 0.0 5.550 22.261 to 120.0 0.0 0.0 0.0 7 103.75 0.0308 0.0 5.550 0.171 Vel = 6.10 7 13.12 2.635 0.0 7.810 22.432 to 120.0 0.0 0.0 0.0 8 116.87 0.0384 0.0 7.810 0.300 Vel = 6.88 8 64.71 2.635 0.0 11.440 22.732 to 120.0 0.0 0.0 0.0 9 181.58 0.0869 0.0 11.440 0.994 Vel = 10.68 9 -30.06 2.635 0.0 10.430 23.726 to 120.0 0.0 0.0 0.0 10 151.52 0.0621 0.0 10.430 0.648 Vel = 8.91 10 -26.47 2.635 0.0 10.070 24.374 to 120.0 0.0 0.0 0.0 11 125.05 0.0436 0.0 10.070 0.439 Vel = 7.36 11 -23.81 2.635 0.0 8.180 24.813 to 120.0 0.0 0.0 0.0 12 101.24 0.0295 0.0 8.180 0.241 Vel = 5.96 12 -22.22 2.635 0.0 10.340 25.054 to 120.0 0.0 0.0 0.0 13 79.02 0.0186 0.0 10.340 0.192 Vel = 4.65 13 -20.89 2.635 E 8.237 3.920 25.246 to 120.0 0.0 8.237 0.0 14 58.13 0.0106 0.0 12.157 0.129 Vel = 3.42 Final Calculations - Hazen-Williams - 2007 Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 7 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 14 0.0 4.26 0.0 4.000 25.375 to 120.0 0.0 0.0 1.732 15 58.13 0.0010 0.0 4.000 0.004 Vel = 1.31 15 0.0 2.635 E 8.237 5.200 27.111 to 120.0 0.0 8.237 0.0 16 58.13 0.0106 0.0 13.437 0.142 Vel = 3.42 16 -19.69 2.635 0.0 9.860 27.253 to 120.0 0.0 0.0 0.0 17 38.44 0.0049 0.0 9.860 0.048 Vel = 2.26 17 -19.28 2.635 0.0 9.290 27.301 to 120.0 0.0 0.0 0.0 18 19.16 0.0014 0.0 9.290 0.013 Vel = 1.13 18 0.0 1.61 2T 16.0 74.190 27.314 to 120.0 0.0 16.000 0.0 19 19.16 0.0149 0.0 90.190 1.346 Vel = 3.02 19 3.75 4.26 0.0 9.290 28.660 to 120.0 0.0 0.0 0.0 20 22.91 0.0002 0.0 9.290 0.002 Vel = 0.52 20 23.01 4.26 0.0 9.860 28.662 to 120.0 0.0 0.0 0.0 21 45.92 0.0007 0.0 9.860 0.007 Vel = 1.03 21 23.65 4.26 2E 26.334 12.120 28.669 to 120.0 0.0 26.334 -1.299 22 69.57 0.0014 0.0 38.454 0.054 Vel = 1.57 22 21.42 4.26 0.0 10.340 27.424 to 120.0 0.0 0.0 0.0 23 90.99 0.0023 0.0 10.340 0.024 Vel = 2.05 23 23.15 4.26 0.0 8.180 27.448 to 120.0 0.0 0.0 0.0 24 114.14 0.0035 0.0 8.180 0.029 Vel = 2.57 24 25.04 4.26 0.0 10.070 27.477 to 120.0 0.0 0.0 0.0 25 139.18 0.0051 0.0 10.070 0.051 Vel = 3.13 25 28.08 4.26 0.0 10.430 27.528 to 120.0 0.0 0.0 0.0 26 167.26 0.0072 0.0 10.430 0.075 Vel = 3.76 26 32.05 4.26 0.0 11.440 27.603 to 120.0 0.0 0.0 0.0 27 199.31 0.0100 0.0 11.440 0.114 Vel = 4.49 27 50.27 4.26 0.0 7.810 27.717 to 120.0 0.0 0.0 0.0 28 249.58 0.0151 0.0 7.810 0.118 Vel = 5.62 28 46.21 4.26 0.0 5.550 27.835 to 120.0 0.0 0.0 0.0 29 295.79 0.0207 0.0 5.550 0.115 Vel = 6.66 29 49.95 4.26 0.0 7.000 27.950 to 120.0 0.0 0.0 0.0 30 345.74 0.0274 0.0 7.000 0.192 Vel = 7.78 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 8 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 30 59.02 4.26 2E 26.334 324.420 28.142 to 120.0 B 15.8 72.418 19.578 * Fixed Loss = 10.05 31 404.76 0.0369 Aty 30.284 396.838 14.634 Vel = 9.11 Zai 0.0 31 100.00 6.16 2E 40.168 203.610 62.354 Qa = 100 to 140.0 Fsp 0.0 40.168 1.000 * Fixed Loss = 1 1 504.76 0.0069 0.0 243.778 1.688 Vel = 5.43 1 0.0 6.16 4E 80.336 979.000 65.042 to 140.0 0.0 80.336 -3.465 TEST 504.76 0.0069 0.0 1059.336 7.333 Vel = 5.43 0.0 504.76 68.910 K Factor = 60.81 *NEW PATH 32 19.69 1.049 T 5.0 1.530 19.777 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 33 19.69 0.1263 0.0 6.530 0.825 Vel = 7.31 33 4.31 1.61 0.0 8.290 20.602 to 120.0 0.0 0.0 0.0 34 24.0 0.0227 0.0 8.290 0.188 Vel = 3.78 34 19.78 1.61 0.0 9.800 20.790 to 120.0 0.0 0.0 0.0 35 43.78 0.0688 0.0 9.800 0.674 Vel = 6.90 35 20.05 1.61 T 8.0 29.380 21.464 to 120.0 0.0 8.000 0.0 36 63.83 0.1383 0.0 37.380 5.169 Vel = 10.06 36 -4.81 1.61 T 8.0 1.000 26.633 to 120.0 0.0 8.000 0.433 30 59.02 0.1196 0.0 9.000 1.076 Vel = 9.30 0.0 59.02 28.142 K Factor = 11.13 *NEW PATH 37 19.75 1.049 T 5.0 0.560 19.887 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 38 19.75 0.1270 0.0 5.560 0.706 Vel = 7.33 38 -4.30 1.61 0.0 4.730 20.593 to 120.0 0.0 0.0 0.0 3 15.45 0.0101 0.0 4.730 0.048 Vel = 2.43 0.0 15.45 20.641 K Factor = 3.40 *NEW PATH 39 19.78 1.049 T 5.0 1.530 19.957 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 34 19.78 0.1276 0.0 6.530 0.833 Vel = 7.34 0.0 19.78 20.790 K Factor = 4.34 *NEW PATH 40 19.85 1.049 T 5.0 2.810 20.088 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 4 19.85 0.1283 0.0 7.810 1.002 Vel = 7.37 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 9 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 19.85 21.090 K Factor = 4.32 *NEW PATH 41 20.05 1.049 T 5.0 2.360 20.502 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 35 20.05 0.1307 0.0 7.360 0.962 Vel = 7.44 0.0 20.05 21.464 K Factor = 4.33 *NEW PATH 38 4.30 1.61 0.0 9.580 20.593 to 120.0 0.0 0.0 0.0 33 4.3 0.0009 0.0 9.580 0.009 Vel = 0.68 0.0 4.30 20.602 K Factor = 0.95 *NEW PATH 36 4.81 1.61 2T 16.0 107.180 26.633 to 120.0 0.0 16.000 0.0 42 4.81 0.0012 0.0 123.180 0.143 Vel = 0.76 42 0.0 2.635 0.0 7.000 26.776 to 120.0 0.0 0.0 0.0 43 4.81 0.0 0.0 7.000 0.0 Vel = 0.28 43 2.75 2.635 0.0 5.550 26.776 to 120.0 0.0 0.0 0.0 44 7.56 0.0004 0.0 5.550 0.002 Vel = 0.44 44 3.01 2.635 0.0 7.810 26.778 to 120.0 0.0 0.0 0.0 45 10.57 0.0004 0.0 7.810 0.003 Vel = 0.62 45 7.16 2.635 0.0 11.440 26.781 to 120.0 0.0 0.0 0.0 46 17.73 0.0011 0.0 11.440 0.013 Vel = 1.04 46 -2.00 2.635 0.0 10.430 26.794 to 120.0 0.0 0.0 0.0 47 15.73 0.0010 0.0 10.430 0.010 Vel = 0.93 47 -1.60 2.635 0.0 10.070 26.804 to 120.0 0.0 0.0 0.0 48 14.13 0.0008 0.0 10.070 0.008 Vel = 0.83 48 -1.23 2.635 0.0 8.180 26.812 to 120.0 0.0 0.0 0.0 49 12.9 0.0006 0.0 8.180 0.005 Vel = 0.76 49 -0.93 2.635 0.0 10.340 26.817 to 120.0 0.0 0.0 0.0 50 11.97 0.0006 0.0 10.340 0.006 Vel = 0.70 50 -0.53 2.635 E 8.237 3.920 26.823 to 120.0 0.0 8.237 0.0 51 11.44 0.0006 0.0 12.157 0.007 Vel = 0.67 51 0.0 4.26 0.0 4.000 26.830 to 120.0 0.0 0.0 1.732 52 11.44 0.0 0.0 4.000 0.0 Vel = 0.26 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 10 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 52 0.0 2.635 E 8.237 5.200 28.562 to 120.0 0.0 8.237 0.0 53 11.44 0.0005 0.0 13.437 0.007 Vel = 0.67 53 -3.96 2.635 2E 16.474 15.260 28.569 to 120.0 0.0 16.474 0.0 54 7.48 0.0003 0.0 31.734 0.008 Vel = 0.44 54 -3.73 2.635 0.0 9.290 28.577 to 120.0 0.0 0.0 0.0 55 3.75 0.0 0.0 9.290 0.0 Vel = 0.22 55 0.0 1.61 E 4.0 101.770 28.577 to 120.0 T 8.0 12.000 0.0 19 3.75 0.0007 0.0 113.770 0.083 Vel = 0.59 0.0 3.75 28.660 K Factor = 0.70 *NEW PATH 56 20.07 1.049 T 5.0 2.900 20.538 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 57 20.07 0.1309 0.0 7.900 1.034 Vel = 7.45 57 3.36 1.61 0.0 5.120 21.572 to 120.0 0.0 0.0 0.0 58 23.43 0.0217 0.0 5.120 0.111 Vel = 3.69 58 20.29 1.61 T 8.0 7.280 21.683 to 120.0 0.0 8.000 0.0 8 43.72 0.0687 0.0 15.280 1.049 Vel = 6.89 0.0 43.72 22.732 K Factor = 9.17 *NEW PATH 59 20.23 1.049 T 5.0 0.230 20.872 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 60 20.23 0.1329 0.0 5.230 0.695 Vel = 7.51 60 -3.36 1.61 0.0 14.000 21.567 to 120.0 0.0 0.0 0.0 61 16.87 0.0118 0.0 14.000 0.165 Vel = 2.66 61 20.30 1.61 0.0 8.940 21.732 to 120.0 0.0 0.0 0.0 62 37.17 0.0509 0.0 8.940 0.455 Vel = 5.86 62 20.25 1.61 T 8.0 29.800 22.187 to 120.0 0.0 8.000 0.0 63 57.42 0.1137 0.0 37.800 4.297 Vel = 9.05 63 -7.15 1.61 T 8.0 1.000 26.484 to 120.0 0.0 8.000 0.433 27 50.27 0.0889 0.0 9.000 0.800 Vel = 7.92 0.0 50.27 27.717 K Factor = 9.55 *NEW PATH 64 20.25 1.049 T 5.0 4.620 20.906 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 62 20.25 0.1332 0.0 9.620 1.281 Vel = 7.52 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 11 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 20.25 22.187 K Factor = 4.30 *NEW PATH 65 20.29 1.049 T 5.0 0.240 20.983 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 58 20.29 0.1336 0.0 5.240 0.700 Vel = 7.53 0.0 20.29 21.683 K Factor = 4.36 *NEW PATH 66 20.31 1.049 T 5.0 0.230 21.032 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 61 20.31 0.1338 0.0 5.230 0.700 Vel = 7.54 0.0 20.31 21.732 K Factor = 4.36 *NEW PATH 60 3.37 1.61 0.0 9.040 21.567 to 120.0 0.0 0.0 0.0 57 3.37 0.0006 0.0 9.040 0.005 Vel = 0.53 0.0 3.37 21.572 K Factor = 0.73 *NEW PATH 67 20.99 1.61 E 4.0 2.960 22.468 K Factor @ node EQ01 to 120.0 T 8.0 12.000 0.0 8 20.99 0.0176 0.0 14.960 0.264 Vel = 3.31 0.0 20.99 22.732 K Factor = 4.40 *NEW PATH 63 7.15 1.61 2T 16.0 107.150 26.484 to 120.0 0.0 16.000 0.0 45 7.15 0.0024 0.0 123.150 0.297 Vel = 1.13 0.0 7.15 26.781 K Factor = 1.38 *NEW PATH 68 20.20 1.049 T 5.0 2.650 20.815 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 69 20.2 0.1325 0.0 7.650 1.014 Vel = 7.50 69 8.29 1.61 T 8.0 5.900 21.829 to 120.0 0.0 8.000 0.0 6 28.49 0.0311 0.0 13.900 0.432 Vel = 4.49 0.0 28.49 22.261 K Factor = 6.04 *NEW PATH 70 20.28 1.049 T 5.0 1.470 20.962 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 71 20.28 0.1335 0.0 6.470 0.864 Vel = 7.53 71 11.99 1.61 0.0 8.290 21.826 to 120.0 0.0 0.0 0.0 72 32.27 0.0391 0.0 8.290 0.324 Vel = 5.09 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 12 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 72 20.43 1.61 T 8.0 39.180 22.150 to 120.0 0.0 8.000 0.0 73 52.7 0.0970 0.0 47.180 4.576 Vel = 8.31 73 -2.75 1.61 T 8.0 1.000 26.726 to 120.0 0.0 8.000 0.433 29 49.95 0.0879 0.0 9.000 0.791 Vel = 7.87 0.0 49.95 27.950 K Factor = 9.45 *NEW PATH 74 20.28 1.049 T 5.0 1.130 20.966 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 75 20.28 0.1334 0.0 6.130 0.818 Vel = 7.53 75 -8.28 1.61 0.0 6.590 21.784 to 120.0 0.0 0.0 0.0 71 12.0 0.0064 0.0 6.590 0.042 Vel = 1.89 0.0 12.00 21.826 K Factor = 2.57 *NEW PATH 76 20.37 1.049 E 2.0 4.850 21.162 K Factor @ node EQ01 to 120.0 0.0 2.000 0.0 77 20.37 0.1346 0.0 6.850 0.922 Vel = 7.56 77 0.0 1.61 T 8.0 2.610 22.084 to 120.0 0.0 8.000 0.0 6 20.37 0.0167 0.0 10.610 0.177 Vel = 3.21 0.0 20.37 22.261 K Factor = 4.32 *NEW PATH 78 20.43 1.049 T 5.0 1.470 21.275 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 72 20.43 0.1352 0.0 6.470 0.875 Vel = 7.58 0.0 20.43 22.150 K Factor = 4.34 *NEW PATH 75 8.28 1.61 0.0 14.230 21.784 to 120.0 0.0 0.0 0.0 69 8.28 0.0032 0.0 14.230 0.045 Vel = 1.30 0.0 8.28 21.829 K Factor = 1.77 *NEW PATH 43 -2.74 1.61 2T 16.0 107.180 26.776 to 120.0 0.0 16.000 0.0 73 -2.74 -0.0004 0.0 123.180 -0.050 Vel = 0.43 0.0 -2.74 26.726 K Factor = -0.53 *NEW PATH 7 -13.12 1.61 T 8.0 11.710 22.432 to 120.0 0.0 8.000 0.0 79 -13.12 -0.0074 0.0 19.710 -0.146 Vel = 2.07 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 13 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 79 20.71 1.61 0.0 10.000 22.286 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 80 7.59 0.0027 0.0 10.000 0.027 Vel = 1.20 80 20.72 1.61 0.0 14.000 22.313 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 81 28.31 0.0307 0.0 14.000 0.430 Vel = 4.46 81 20.92 1.61 T 8.0 38.480 22.743 K Factor @ node EQ02 to 120.0 0.0 8.000 0.0 82 49.23 0.0855 0.0 46.480 3.974 Vel = 7.76 82 -3.02 1.61 T 8.0 1.000 26.717 to 120.0 0.0 8.000 0.433 28 46.21 0.0761 0.0 9.000 0.685 Vel = 7.28 0.0 46.21 27.835 K Factor = 8.76 *NEW PATH 44 -3.02 1.61 2T 16.0 107.170 26.778 to 120.0 0.0 16.000 0.0 82 -3.02 -0.0005 0.0 123.170 -0.061 Vel = 0.48 0.0 -3.02 26.717 K Factor = -0.58 *NEW PATH 9 30.06 1.61 2T 16.0 74.200 23.726 to 120.0 0.0 16.000 0.0 83 30.06 0.0343 0.0 90.200 3.096 Vel = 4.74 83 1.99 1.61 T 8.0 1.000 26.822 to 120.0 0.0 8.000 0.433 26 32.05 0.0387 0.0 9.000 0.348 Vel = 5.05 0.0 32.05 27.603 K Factor = 6.10 *NEW PATH 46 1.99 1.61 2T 16.0 107.170 26.794 to 120.0 0.0 16.000 0.0 83 1.99 0.0002 0.0 123.170 0.028 Vel = 0.31 0.0 1.99 26.822 K Factor = 0.38 *NEW PATH 10 26.48 1.61 2T 16.0 74.200 24.374 to 120.0 0.0 16.000 0.0 84 26.48 0.0272 0.0 90.200 2.449 Vel = 4.17 84 1.60 1.61 T 8.0 1.000 26.823 to 120.0 0.0 8.000 0.433 25 28.08 0.0302 0.0 9.000 0.272 Vel = 4.43 0.0 28.08 27.528 K Factor = 5.35 *NEW PATH 47 1.60 1.61 2T 16.0 107.160 26.804 to 120.0 0.0 16.000 0.0 84 1.6 0.0002 0.0 123.160 0.019 Vel = 0.25 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 14 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 1.60 26.823 K Factor = 0.31 *NEW PATH 11 23.80 1.61 2T 16.0 74.200 24.813 to 120.0 0.0 16.000 0.0 85 23.8 0.0223 0.0 90.200 2.011 Vel = 3.75 85 1.24 1.61 T 8.0 1.000 26.824 to 120.0 0.0 8.000 0.433 24 25.04 0.0244 0.0 9.000 0.220 Vel = 3.95 0.0 25.04 27.477 K Factor = 4.78 *NEW PATH 85 -1.23 1.61 2T 16.0 107.170 26.824 to 120.0 0.0 16.000 0.0 48 -1.23 -0.0001 0.0 123.170 -0.012 Vel = 0.19 0.0 -1.23 26.812 K Factor = -0.24 *NEW PATH 12 22.22 1.61 2T 16.0 74.190 25.054 to 120.0 0.0 16.000 0.0 86 22.22 0.0196 0.0 90.190 1.770 Vel = 3.50 86 0.93 1.61 T 8.0 1.000 26.824 to 120.0 0.0 8.000 0.433 23 23.15 0.0212 0.0 9.000 0.191 Vel = 3.65 0.0 23.15 27.448 K Factor = 4.42 *NEW PATH 86 -0.93 1.61 2T 16.0 107.170 26.824 to 120.0 0.0 16.000 0.0 49 -0.93 -0.0001 0.0 123.170 -0.007 Vel = 0.15 0.0 -0.93 26.817 K Factor = -0.18 *NEW PATH 13 20.89 1.61 2T 16.0 74.170 25.246 to 120.0 0.0 16.000 0.0 87 20.89 0.0175 0.0 90.170 1.580 Vel = 3.29 87 0.53 1.61 T 8.0 1.000 26.826 to 120.0 0.0 8.000 0.433 22 21.42 0.0183 0.0 9.000 0.165 Vel = 3.38 0.0 21.42 27.424 K Factor = 4.09 *NEW PATH 87 -0.53 1.61 2T 16.0 107.170 26.826 to 120.0 0.0 16.000 0.0 50 -0.53 0.0 0.0 123.170 -0.003 Vel = 0.08 0.0 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 15 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -0.53 26.823 K Factor = -0.10 *NEW PATH 16 19.69 1.61 2T 16.0 74.180 27.253 to 120.0 0.0 16.000 0.0 21 19.69 0.0157 0.0 90.180 1.416 Vel = 3.10 21 -23.65 1.61 2T 16.0 107.160 28.669 to 120.0 0.0 16.000 0.0 53 -3.96 -0.0008 0.0 123.160 -0.100 Vel = 0.62 0.0 -3.96 28.569 K Factor = -0.74 *NEW PATH 17 19.27 1.61 2T 16.0 74.190 27.301 to 120.0 0.0 16.000 0.0 20 19.27 0.0151 0.0 90.190 1.361 Vel = 3.04 20 -23.00 1.61 2T 16.0 101.760 28.662 to 120.0 0.0 16.000 0.0 54 -3.73 -0.0007 0.0 117.760 -0.085 Vel = 0.59 0.0 -3.73 28.577 K Factor = -0.70 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection 1062 Central Avenue Albany, NY, 12205 518-275-0791 Job Name : 2108312_CALCS Building : 1 Location : CORTLAND MOB System : 2 Contract : Data File : 2108312_CALCS Area 2.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Hydraulic Calculation #2 RAN Fire Protection Page 1 2108312_CALCS Date HYDRAULIC CALCULATIONS for Project name:2108312_CALCS Location:CORTLAND MOB Drawing no:1 Date:09/16/2021 Design Remote area number:2 Remote area location:LOWER RIGHT HAND CORNER IN WAITING AREA Occupancy classification:LIGHT HAZARD Density:0.1 - Gpm/SqFt Area of application:1556 - SqFt Coverage per sprinkler:196 - SqFt Type of sprinklers calculated:K-5.6 PENDENT QR No. of sprinklers calculated:23 In-rack demand: - GPM Hose streams:100 - GPM Total water required (including hose streams):567.882 - GPM @ 64.906 - Psi Type of system:WET Volume of dry or preaction system: - Gal Water supply information Date: Location: Source: Name of contractor:RAN Fire Protection Address:1062 Central Avenue / / Albany, NY, 12205 Phone number:518-275-0791 Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.)THE SAFETY FACTOR OF THIS CALCULATION IS 21.11 Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 2 2108312_CALCS Date 10 20 30 40 E 50 R 60 U 70 S 80 S 90 E 100 R 110 P 120 130 140 150 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) City Water Supply:Demand: C1 C2 C1 - Static Pressure : 90 C2 - Residual Pressure: 73 C2 - Residual Flow : 1244 D1 - Elevation : 4.764 D2 - System Flow : 467.882 D2 - System Pressure : 64.906 Hose ( Demand ) : 100 D3 - System Demand : 567.882 Safety Margin : 21.109 D1 D2 D3 Water Supply Curve C Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 3 2108312_CALCS Date Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 Aty Alarm Tyco AV-1 14 23 24 23 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10121517202530355060718191101121 Zai Ames 4000SS Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 4 2108312_CALCS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DP01 10.0 5.6 12.25 na 19.6 0.1 196 7.0 EQ01 11.0 19.59 na DP02 14.0 5.6 12.25 na 19.6 0.1 196 7.0 EQ02 15.0 19.59 na 88 11.0 K = K @ EQ01 19.59 na 19.6 89 11.0 20.5 na 90 11.0 20.57 na 91 11.0 20.92 na 92 11.0 21.59 na 21 11.0 27.64 na 22 14.0 26.81 na 23 14.0 26.99 na 24 14.0 27.15 na 25 14.0 27.37 na 26 14.0 27.63 na 27 14.0 27.95 na 28 14.0 28.2 na 29 14.0 28.4 na 30 14.0 28.69 na 93 14.0 29.44 na 31 -8.0 53.57 na 100.0 94 -8.0 57.32 na 1 -8.0 59.25 na TEST 0.0 64.91 na 95 11.0 K = K @ EQ01 19.7 na 19.66 96 11.0 K = K @ EQ01 19.84 na 19.73 97 11.0 20.5 na 98 11.0 20.67 na 99 11.0 21.16 na 16 11.0 24.43 na 15 11.0 25.09 na 14 15.0 23.38 na 13 15.0 23.98 na 12 15.0 24.67 na 11 15.0 25.08 na 10 15.0 25.46 na 9 15.0 25.73 na 8 15.0 25.94 na 7 15.0 26.03 na 6 15.0 26.06 na 5 15.0 26.07 na 4 15.0 26.26 na 3 15.0 26.44 na 38 15.0 26.52 na 33 15.0 26.69 na 34 15.0 26.84 na 35 15.0 27.02 na 36 15.0 27.54 na 100 11.0 K = K @ EQ01 20.01 na 19.81 101 11.0 K = K @ EQ01 20.09 na 19.85 102 11.0 K = K @ EQ01 20.43 na 20.02 103 11.0 K = K @ EQ01 20.48 na 20.04 104 11.0 K = K @ EQ01 20.65 na 20.12 17 11.0 24.27 na 18 11.0 24.26 na 105 11.0 23.53 na 106 11.0 23.53 na 107 11.0 23.64 na 108 11.0 24.31 na 19 11.0 27.58 na 55 11.0 28.02 na Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 5 2108312_CALCS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 54 11.0 28.02 na 53 11.0 28.06 na 52 11.0 28.09 na 51 15.0 26.36 na 50 15.0 26.39 na 49 15.0 26.45 na 48 15.0 26.51 na 47 15.0 26.59 na 46 15.0 26.66 na 45 15.0 26.72 na 44 15.0 26.75 na 43 15.0 26.76 na 42 15.0 26.77 na 20 11.0 27.59 na 109 11.0 K = K @ EQ01 19.91 na 19.76 110 11.0 21.1 na 111 11.0 21.12 na 112 11.0 21.3 na 113 11.0 21.53 na 114 11.0 22.53 na 115 11.0 K = K @ EQ01 20.14 na 19.87 116 11.0 K = K @ EQ01 20.21 na 19.91 117 11.0 K = K @ EQ01 20.43 na 20.02 118 11.0 21.13 na 119 11.0 21.51 na 120 11.0 K = K @ EQ01 20.6 na 20.1 121 11.0 K = K @ EQ01 20.81 na 20.2 122 11.0 K = K @ EQ01 21.56 na 20.56 123 11.0 K = K @ EQ01 22.58 na 21.04 124 11.0 K = K @ EQ01 22.59 na 21.05 125 11.0 K = K @ EQ01 22.86 na 21.17 126 11.0 K = K @ EQ01 23.52 na 21.48 127 15.0 K = K @ EQ02 22.22 na 20.88 128 15.0 23.18 na 129 15.0 23.35 na 130 15.0 23.88 na 87 15.0 25.21 na 131 15.0 K = K @ EQ02 22.23 na 20.88 132 15.0 23.19 na 133 15.0 K = K @ EQ02 22.39 na 20.95 134 15.0 K = K @ EQ02 22.9 na 21.19 86 15.0 26.33 na 85 15.0 26.48 na 84 15.0 26.63 na 83 15.0 26.82 na 58 15.0 26.15 na 57 15.0 26.22 na 60 15.0 26.34 na 61 15.0 26.53 na 62 15.0 26.66 na 63 15.0 27.06 na 79 15.0 26.32 na 80 15.0 26.46 na 81 15.0 26.67 na 82 15.0 27.23 na 69 15.0 26.28 na 75 15.0 26.51 na 71 15.0 26.61 na 72 15.0 26.74 na 73 15.0 27.36 na The maximum velocity is 15.53 and it occurs in the pipe between nodes 92 and 21 Flow Summary - Standard Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 6 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *EQUIVALENT K'S DP01 19.60 1.049 E 2.0 60.000 12.250 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 EQ01 19.6 0.1254 0.0 62.000 7.772 Vel = 7.28 0.0 19.60 19.589 K Factor = 4.43 DP02 19.60 1.049 E 2.0 60.000 12.250 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 EQ02 19.6 0.1254 0.0 62.000 7.772 Vel = 7.28 0.0 19.60 19.589 K Factor = 4.43 *REMOTE HEAD TO SUPPLY 88 19.60 1.049 T 5.0 2.290 19.589 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 89 19.6 0.1254 0.0 7.290 0.914 Vel = 7.28 89 -0.68 1.61 0.0 4.350 20.503 to 120.0 0.0 0.0 0.0 90 18.92 0.0145 0.0 4.350 0.063 Vel = 2.98 90 19.66 1.61 0.0 6.570 20.566 to 120.0 0.0 0.0 0.0 91 38.58 0.0545 0.0 6.570 0.358 Vel = 6.08 91 19.85 1.61 0.0 5.670 20.924 to 120.0 0.0 0.0 0.0 92 58.43 0.1175 0.0 5.670 0.666 Vel = 9.21 92 40.14 1.61 T 8.0 11.580 21.590 to 120.0 0.0 8.000 0.0 21 98.57 0.3089 0.0 19.580 6.048 Vel = 15.53 21 125.39 4.26 2E 26.334 12.120 27.638 to 120.0 0.0 26.334 -1.299 22 223.96 0.0123 0.0 38.454 0.474 Vel = 5.04 22 43.72 4.26 0.0 10.340 26.813 to 120.0 0.0 0.0 0.0 23 267.68 0.0172 0.0 10.340 0.178 Vel = 6.03 23 18.05 4.26 0.0 8.180 26.991 to 120.0 0.0 0.0 0.0 24 285.73 0.0193 0.0 8.180 0.158 Vel = 6.43 24 18.46 4.26 0.0 10.070 27.149 to 120.0 0.0 0.0 0.0 25 304.19 0.0217 0.0 10.070 0.219 Vel = 6.85 25 21.27 4.26 0.0 10.430 27.368 to 120.0 0.0 0.0 0.0 26 325.46 0.0246 0.0 10.430 0.257 Vel = 7.33 26 23.40 4.26 0.0 11.440 27.625 to 120.0 0.0 0.0 0.0 27 348.86 0.0281 0.0 11.440 0.321 Vel = 7.85 27 26.19 4.26 0.0 7.810 27.946 to 120.0 0.0 0.0 0.0 28 375.05 0.0320 0.0 7.810 0.250 Vel = 8.44 Final Calculations - Hazen-Williams - 2007 Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 7 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 28 28.58 4.26 0.0 5.550 28.196 to 120.0 0.0 0.0 0.0 29 403.63 0.0366 0.0 5.550 0.203 Vel = 9.09 29 30.64 4.26 0.0 7.000 28.399 to 120.0 0.0 0.0 0.0 30 434.27 0.0420 0.0 7.000 0.294 Vel = 9.78 30 33.61 4.26 E 13.167 2.420 28.693 to 120.0 0.0 13.167 0.0 93 467.88 0.0482 0.0 15.587 0.752 Vel = 10.53 93 0.0 4.26 E 13.167 22.000 29.445 to 120.0 B 15.8 59.251 20.208 * Fixed Loss = 10.68 31 467.88 0.0482 Aty 30.284 81.251 3.918 Vel = 10.53 Zai 0.0 31 100.00 6.16 2E 40.168 395.000 53.571 Qa = 100 to 140.0 0.0 40.168 0.0 94 567.88 0.0086 0.0 435.168 3.746 Vel = 6.11 94 0.0 6.16 Fsp 0.0 108.610 57.317 to 140.0 0.0 0.0 1.000 * Fixed Loss = 1 1 567.88 0.0086 0.0 108.610 0.935 Vel = 6.11 1 0.0 6.16 4E 80.336 979.000 59.252 to 140.0 0.0 80.336 -3.465 TEST 567.88 0.0086 0.0 1059.336 9.119 Vel = 6.11 0.0 567.88 64.906 K Factor = 70.49 *NEW PATH 95 19.66 1.049 T 5.0 1.880 19.699 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 90 19.66 0.1260 0.0 6.880 0.867 Vel = 7.30 0.0 19.66 20.566 K Factor = 4.34 *NEW PATH 96 19.73 1.049 T 5.0 0.190 19.845 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 97 19.73 0.1268 0.0 5.190 0.658 Vel = 7.32 97 0.67 1.61 0.0 9.760 20.503 to 120.0 0.0 0.0 0.0 98 20.4 0.0168 0.0 9.760 0.164 Vel = 3.21 98 19.81 1.61 0.0 8.340 20.667 to 120.0 0.0 0.0 0.0 99 40.21 0.0588 0.0 8.340 0.490 Vel = 6.34 99 20.05 1.61 T 8.0 18.360 21.157 to 120.0 0.0 8.000 0.0 16 60.26 0.1243 0.0 26.360 3.276 Vel = 9.50 16 73.08 2.635 E 8.237 5.200 24.433 to 120.0 0.0 8.237 0.0 15 133.34 0.0490 0.0 13.437 0.659 Vel = 7.84 15 0.0 4.26 0.0 4.000 25.092 to 120.0 0.0 0.0 -1.732 14 133.34 0.0048 0.0 4.000 0.019 Vel = 3.00 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 8 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 14 0.0 2.635 E 8.237 3.920 23.379 to 120.0 0.0 8.237 0.0 13 133.34 0.0490 0.0 12.157 0.596 Vel = 7.84 13 24.57 2.635 0.0 10.340 23.975 to 120.0 0.0 0.0 0.0 12 157.91 0.0671 0.0 10.340 0.694 Vel = 9.29 12 -22.58 2.635 0.0 8.180 24.669 to 120.0 0.0 0.0 0.0 11 135.33 0.0504 0.0 8.180 0.412 Vel = 7.96 11 -20.57 2.635 0.0 10.070 25.081 to 120.0 0.0 0.0 0.0 10 114.76 0.0371 0.0 10.070 0.374 Vel = 6.75 10 -18.69 2.635 0.0 10.430 25.455 to 120.0 0.0 0.0 0.0 9 96.07 0.0267 0.0 10.430 0.279 Vel = 5.65 9 -17.98 2.635 0.0 11.440 25.734 to 120.0 0.0 0.0 0.0 8 78.09 0.0183 0.0 11.440 0.209 Vel = 4.59 8 -18.22 2.635 0.0 7.810 25.943 to 120.0 0.0 0.0 0.0 7 59.87 0.0111 0.0 7.810 0.087 Vel = 3.52 7 -18.95 2.635 0.0 5.550 26.030 to 120.0 0.0 0.0 0.0 6 40.92 0.0054 0.0 5.550 0.030 Vel = 2.41 6 -19.78 2.635 0.0 7.000 26.060 to 120.0 0.0 0.0 0.0 5 21.14 0.0017 0.0 7.000 0.012 Vel = 1.24 5 0.0 1.61 T 8.0 2.560 26.072 to 120.0 0.0 8.000 0.0 4 21.14 0.0179 0.0 10.560 0.189 Vel = 3.33 4 0.0 1.61 0.0 9.850 26.261 to 120.0 0.0 0.0 0.0 3 21.14 0.0179 0.0 9.850 0.176 Vel = 3.33 3 0.0 1.61 0.0 4.730 26.437 to 120.0 0.0 0.0 0.0 38 21.14 0.0180 0.0 4.730 0.085 Vel = 3.33 38 0.0 1.61 0.0 9.580 26.522 to 120.0 0.0 0.0 0.0 33 21.14 0.0178 0.0 9.580 0.171 Vel = 3.33 33 0.0 1.61 0.0 8.290 26.693 to 120.0 0.0 0.0 0.0 34 21.14 0.0179 0.0 8.290 0.148 Vel = 3.33 34 0.0 1.61 0.0 9.800 26.841 to 120.0 0.0 0.0 0.0 35 21.14 0.0180 0.0 9.800 0.176 Vel = 3.33 35 0.0 1.61 0.0 29.380 27.017 to 120.0 0.0 0.0 0.0 36 21.14 0.0179 0.0 29.380 0.525 Vel = 3.33 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 9 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 36 12.47 1.61 2T 16.0 1.000 27.542 to 120.0 0.0 16.000 0.433 30 33.61 0.0422 0.0 17.000 0.718 Vel = 5.30 0.0 33.61 28.693 K Factor = 6.27 *NEW PATH 100 19.81 1.049 T 5.0 0.130 20.011 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 98 19.81 0.1279 0.0 5.130 0.656 Vel = 7.35 0.0 19.81 20.667 K Factor = 4.36 *NEW PATH 101 19.85 1.049 T 5.0 1.500 20.090 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 91 19.85 0.1283 0.0 6.500 0.834 Vel = 7.37 0.0 19.85 20.924 K Factor = 4.34 *NEW PATH 102 20.02 1.049 T 5.0 3.880 20.432 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 92 20.02 0.1304 0.0 8.880 1.158 Vel = 7.43 0.0 20.02 21.590 K Factor = 4.31 *NEW PATH 103 20.04 1.049 T 5.0 0.190 20.480 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 99 20.04 0.1304 0.0 5.190 0.677 Vel = 7.44 0.0 20.04 21.157 K Factor = 4.36 *NEW PATH 89 0.68 1.61 0.0 9.550 20.503 to 120.0 0.0 0.0 0.0 97 0.68 0.0 0.0 9.550 0.0 Vel = 0.11 0.0 0.68 20.503 K Factor = 0.15 *NEW PATH 104 20.12 1.049 T 5.0 2.120 20.652 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 92 20.12 0.1317 0.0 7.120 0.938 Vel = 7.47 0.0 20.12 21.590 K Factor = 4.33 *NEW PATH 16 -73.08 2.635 0.0 9.860 24.433 to 120.0 0.0 0.0 0.0 17 -73.08 -0.0161 0.0 9.860 -0.159 Vel = 4.30 17 49.21 2.635 0.0 9.290 24.274 to 120.0 0.0 0.0 0.0 18 -23.87 -0.0019 0.0 9.290 -0.018 Vel = 1.40 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 10 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 18 0.0 1.61 T 8.0 24.300 24.256 to 120.0 0.0 8.000 0.0 105 -23.87 -0.0224 0.0 32.300 -0.724 Vel = 3.76 105 21.04 1.61 0.0 12.070 23.532 to 120.0 0.0 0.0 0.0 106 -2.83 -0.0005 0.0 12.070 -0.006 Vel = 0.45 106 21.05 1.61 0.0 8.000 23.526 to 120.0 0.0 0.0 0.0 107 18.22 0.0136 0.0 8.000 0.109 Vel = 2.87 107 21.17 1.61 0.0 12.000 23.635 to 120.0 0.0 0.0 0.0 108 39.39 0.0566 0.0 12.000 0.679 Vel = 6.21 108 21.48 1.61 T 8.0 17.820 24.314 to 120.0 0.0 8.000 0.0 19 60.87 0.1266 0.0 25.820 3.270 Vel = 9.59 19 -51.73 1.61 T 8.0 101.770 27.584 to 120.0 E 4.0 12.000 0.0 55 9.14 0.0038 0.0 113.770 0.431 Vel = 1.44 55 0.0 2.635 0.0 9.290 28.015 to 120.0 0.0 0.0 0.0 54 9.14 0.0004 0.0 9.290 0.004 Vel = 0.54 54 8.92 2.635 2E 16.474 15.260 28.019 to 120.0 0.0 16.474 0.0 53 18.06 0.0012 0.0 31.734 0.038 Vel = 1.06 53 8.62 2.635 E 8.237 5.200 28.057 to 120.0 0.0 8.237 0.0 52 26.68 0.0025 0.0 13.437 0.034 Vel = 1.57 52 0.0 4.26 0.0 4.000 28.091 to 120.0 0.0 0.0 -1.732 51 26.68 0.0 0.0 4.000 0.0 Vel = 0.60 51 0.0 2.635 E 8.237 3.920 26.359 to 120.0 0.0 8.237 0.0 50 26.68 0.0025 0.0 12.157 0.031 Vel = 1.57 50 15.61 2.635 0.0 10.340 26.390 to 120.0 0.0 0.0 0.0 49 42.29 0.0058 0.0 10.340 0.060 Vel = 2.49 49 4.54 2.635 0.0 8.180 26.450 to 120.0 0.0 0.0 0.0 48 46.83 0.0071 0.0 8.180 0.058 Vel = 2.76 48 2.10 2.635 0.0 10.070 26.508 to 120.0 0.0 0.0 0.0 47 48.93 0.0077 0.0 10.070 0.078 Vel = 2.88 47 -2.57 2.635 0.0 10.430 26.586 to 120.0 0.0 0.0 0.0 46 46.36 0.0069 0.0 10.430 0.072 Vel = 2.73 46 -5.43 2.635 0.0 11.440 26.658 to 120.0 0.0 0.0 0.0 45 40.93 0.0055 0.0 11.440 0.063 Vel = 2.41 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 11 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 45 -7.97 2.635 0.0 7.810 26.721 to 120.0 0.0 0.0 0.0 44 32.96 0.0037 0.0 7.810 0.029 Vel = 1.94 44 -9.63 2.635 0.0 5.550 26.750 to 120.0 0.0 0.0 0.0 43 23.33 0.0020 0.0 5.550 0.011 Vel = 1.37 43 -10.85 2.635 0.0 7.000 26.761 to 120.0 0.0 0.0 0.0 42 12.48 0.0006 0.0 7.000 0.004 Vel = 0.73 42 0.0 1.61 T 8.0 107.180 26.765 to 120.0 0.0 8.000 0.0 36 12.48 0.0067 0.0 115.180 0.777 Vel = 1.97 0.0 12.48 27.542 K Factor = 2.38 *NEW PATH 53 -8.61 1.61 2T 16.0 107.160 28.057 to 120.0 0.0 16.000 0.0 21 -8.61 -0.0034 0.0 123.160 -0.419 Vel = 1.36 21 -125.40 4.26 0.0 9.860 27.638 to 120.0 0.0 0.0 0.0 20 -134.01 -0.0048 0.0 9.860 -0.047 Vel = 3.02 20 82.29 4.26 0.0 9.290 27.591 to 120.0 0.0 0.0 0.0 19 -51.72 -0.0008 0.0 9.290 -0.007 Vel = 1.16 0.0 -51.72 27.584 K Factor = -9.85 *NEW PATH 109 19.76 1.049 T 5.0 4.350 19.907 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 110 19.76 0.1273 0.0 9.350 1.190 Vel = 7.34 110 -9.00 1.61 0.0 5.500 21.097 to 120.0 0.0 0.0 0.0 111 10.76 0.0051 0.0 5.500 0.028 Vel = 1.70 111 19.91 1.61 0.0 4.790 21.125 to 120.0 0.0 0.0 0.0 112 30.67 0.0357 0.0 4.790 0.171 Vel = 4.83 112 19.87 1.61 0.0 2.620 21.296 to 120.0 0.0 0.0 0.0 113 50.54 0.0897 0.0 2.620 0.235 Vel = 7.96 113 20.10 1.61 0.0 6.000 21.531 to 120.0 0.0 0.0 0.0 114 70.64 0.1668 0.0 6.000 1.001 Vel = 11.13 114 20.56 1.61 T 8.0 10.910 22.532 to 120.0 0.0 8.000 0.0 20 91.2 0.2675 0.0 18.910 5.059 Vel = 14.37 20 -82.28 1.61 2T 16.0 101.760 27.591 to 120.0 0.0 16.000 0.0 54 8.92 0.0036 0.0 117.760 0.428 Vel = 1.41 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 12 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 8.92 28.019 K Factor = 1.69 *NEW PATH 115 19.87 1.049 T 5.0 3.980 20.140 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 112 19.87 0.1287 0.0 8.980 1.156 Vel = 7.38 0.0 19.87 21.296 K Factor = 4.31 *NEW PATH 116 19.91 1.049 T 5.0 2.110 20.208 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 111 19.91 0.1290 0.0 7.110 0.917 Vel = 7.39 0.0 19.91 21.125 K Factor = 4.33 *NEW PATH 117 20.02 1.049 T 5.0 0.350 20.429 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 118 20.02 0.1303 0.0 5.350 0.697 Vel = 7.43 118 8.99 1.61 0.0 12.070 21.126 to 120.0 0.0 0.0 0.0 119 29.01 0.0321 0.0 12.070 0.388 Vel = 4.57 119 20.20 1.61 T 8.0 24.300 21.514 to 120.0 0.0 8.000 0.0 17 49.21 0.0854 0.0 32.300 2.760 Vel = 7.76 0.0 49.21 24.274 K Factor = 9.99 *NEW PATH 120 20.10 1.049 T 5.0 2.100 20.598 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 113 20.1 0.1314 0.0 7.100 0.933 Vel = 7.46 0.0 20.10 21.531 K Factor = 4.33 *NEW PATH 121 20.20 1.049 T 5.0 0.320 20.809 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 119 20.2 0.1325 0.0 5.320 0.705 Vel = 7.50 0.0 20.20 21.514 K Factor = 4.36 *NEW PATH 110 9.00 1.61 0.0 8.000 21.097 to 120.0 0.0 0.0 0.0 118 9.0 0.0036 0.0 8.000 0.029 Vel = 1.42 0.0 9.00 21.126 K Factor = 1.96 *NEW PATH 122 20.56 1.049 T 5.0 2.100 21.559 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 114 20.56 0.1370 0.0 7.100 0.973 Vel = 7.63 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 13 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 20.56 22.532 K Factor = 4.33 *NEW PATH 123 21.04 1.049 T 5.0 1.640 22.577 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 106 21.04 0.1429 0.0 6.640 0.949 Vel = 7.81 0.0 21.04 23.526 K Factor = 4.34 *NEW PATH 124 21.05 1.049 T 5.0 1.610 22.586 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 105 21.05 0.1431 0.0 6.610 0.946 Vel = 7.81 0.0 21.05 23.532 K Factor = 4.34 *NEW PATH 125 21.17 1.049 T 5.0 0.360 22.860 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 107 21.17 0.1446 0.0 5.360 0.775 Vel = 7.86 0.0 21.17 23.635 K Factor = 4.35 *NEW PATH 126 21.48 1.049 T 5.0 0.360 23.519 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 108 21.48 0.1483 0.0 5.360 0.795 Vel = 7.97 0.0 21.48 24.314 K Factor = 4.36 *NEW PATH 127 20.88 1.049 T 5.0 1.790 22.224 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 128 20.88 0.1409 0.0 6.790 0.957 Vel = 7.75 128 -3.69 1.61 0.0 14.000 23.181 to 120.0 0.0 0.0 0.0 129 17.19 0.0122 0.0 14.000 0.171 Vel = 2.71 129 20.96 1.61 0.0 9.960 23.352 to 120.0 0.0 0.0 0.0 130 38.15 0.0533 0.0 9.960 0.531 Vel = 6.01 130 21.19 1.61 0.0 11.010 23.883 to 120.0 0.0 0.0 0.0 87 59.34 0.1208 0.0 11.010 1.330 Vel = 9.35 87 -15.62 1.61 2T 16.0 1.000 25.213 to 120.0 0.0 16.000 0.433 22 43.72 0.0686 0.0 17.000 1.167 Vel = 6.89 0.0 43.72 26.813 K Factor = 8.44 *NEW PATH 131 20.88 1.049 T 5.0 1.790 22.234 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 132 20.88 0.1409 0.0 6.790 0.957 Vel = 7.75 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 14 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 132 3.69 1.61 T 8.0 25.200 23.191 to 120.0 0.0 8.000 0.0 13 24.57 0.0236 0.0 33.200 0.784 Vel = 3.87 0.0 24.57 23.975 K Factor = 5.02 *NEW PATH 133 20.95 1.049 T 5.0 1.790 22.389 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 129 20.95 0.1418 0.0 6.790 0.963 Vel = 7.78 0.0 20.95 23.352 K Factor = 4.34 *NEW PATH 134 21.19 1.049 T 5.0 1.780 22.901 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 130 21.19 0.1448 0.0 6.780 0.982 Vel = 7.87 0.0 21.19 23.883 K Factor = 4.34 *NEW PATH 128 3.69 1.61 0.0 14.000 23.181 to 120.0 0.0 0.0 0.0 132 3.69 0.0007 0.0 14.000 0.010 Vel = 0.58 0.0 3.69 23.191 K Factor = 0.77 *NEW PATH 87 15.61 1.61 T 8.0 107.170 25.213 to 120.0 0.0 8.000 0.0 50 15.61 0.0102 0.0 115.170 1.177 Vel = 2.46 0.0 15.61 26.390 K Factor = 3.04 *NEW PATH 12 22.58 1.61 T 8.0 74.190 24.669 to 120.0 0.0 8.000 0.0 86 22.58 0.0202 0.0 82.190 1.662 Vel = 3.56 86 -4.54 1.61 2T 16.0 1.000 26.331 to 120.0 0.0 16.000 0.433 23 18.04 0.0134 0.0 17.000 0.227 Vel = 2.84 0.0 18.04 26.991 K Factor = 3.47 *NEW PATH 86 4.54 1.61 T 8.0 107.170 26.331 to 120.0 0.0 8.000 0.0 49 4.54 0.0010 0.0 115.170 0.119 Vel = 0.72 0.0 4.54 26.450 K Factor = 0.88 *NEW PATH 11 20.57 1.61 T 8.0 74.200 25.081 to 120.0 0.0 8.000 0.0 85 20.57 0.0170 0.0 82.200 1.398 Vel = 3.24 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 15 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 85 -2.11 1.61 2T 16.0 1.000 26.479 to 120.0 0.0 16.000 0.433 24 18.46 0.0139 0.0 17.000 0.237 Vel = 2.91 0.0 18.46 27.149 K Factor = 3.54 *NEW PATH 85 2.10 1.61 T 8.0 107.170 26.479 to 120.0 0.0 8.000 0.0 48 2.1 0.0003 0.0 115.170 0.029 Vel = 0.33 0.0 2.10 26.508 K Factor = 0.41 *NEW PATH 10 18.69 1.61 T 8.0 74.200 25.455 to 120.0 0.0 8.000 0.0 84 18.69 0.0143 0.0 82.200 1.172 Vel = 2.95 84 2.58 1.61 2T 16.0 1.000 26.627 to 120.0 0.0 16.000 0.433 25 21.27 0.0181 0.0 17.000 0.308 Vel = 3.35 0.0 21.27 27.368 K Factor = 4.07 *NEW PATH 47 2.57 1.61 T 8.0 107.160 26.586 to 120.0 0.0 8.000 0.0 84 2.57 0.0004 0.0 115.160 0.041 Vel = 0.41 0.0 2.57 26.627 K Factor = 0.50 *NEW PATH 9 17.98 1.61 T 8.0 74.200 25.734 to 120.0 0.0 8.000 0.0 83 17.98 0.0133 0.0 82.200 1.091 Vel = 2.83 83 5.43 1.61 2T 16.0 1.000 26.825 to 120.0 0.0 16.000 0.433 26 23.41 0.0216 0.0 17.000 0.367 Vel = 3.69 0.0 23.41 27.625 K Factor = 4.45 *NEW PATH 46 5.43 1.61 T 8.0 107.170 26.658 to 120.0 0.0 8.000 0.0 83 5.43 0.0015 0.0 115.170 0.167 Vel = 0.86 0.0 5.43 26.825 K Factor = 1.05 *NEW PATH 8 18.22 1.61 T 8.0 7.280 25.943 to 120.0 0.0 8.000 0.0 58 18.22 0.0135 0.0 15.280 0.207 Vel = 2.87 58 0.0 1.61 0.0 5.120 26.150 to 120.0 0.0 0.0 0.0 57 18.22 0.0137 0.0 5.120 0.070 Vel = 2.87 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 16 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 57 0.0 1.61 0.0 9.040 26.220 to 120.0 0.0 0.0 0.0 60 18.22 0.0136 0.0 9.040 0.123 Vel = 2.87 60 0.0 1.61 0.0 14.000 26.343 to 120.0 0.0 0.0 0.0 61 18.22 0.0136 0.0 14.000 0.190 Vel = 2.87 61 0.0 1.61 0.0 8.940 26.533 to 120.0 0.0 0.0 0.0 62 18.22 0.0136 0.0 8.940 0.122 Vel = 2.87 62 0.0 1.61 0.0 29.800 26.655 to 120.0 0.0 0.0 0.0 63 18.22 0.0136 0.0 29.800 0.405 Vel = 2.87 63 7.97 1.61 2T 16.0 1.000 27.060 to 120.0 0.0 16.000 0.433 27 26.19 0.0266 0.0 17.000 0.453 Vel = 4.13 0.0 26.19 27.946 K Factor = 4.95 *NEW PATH 45 7.97 1.61 T 8.0 107.150 26.721 to 120.0 0.0 8.000 0.0 63 7.97 0.0029 0.0 115.150 0.339 Vel = 1.26 0.0 7.97 27.060 K Factor = 1.53 *NEW PATH 7 18.95 1.61 T 8.0 11.710 26.030 to 120.0 0.0 8.000 0.0 79 18.95 0.0146 0.0 19.710 0.288 Vel = 2.99 79 0.0 1.61 0.0 10.000 26.318 to 120.0 0.0 0.0 0.0 80 18.95 0.0146 0.0 10.000 0.146 Vel = 2.99 80 0.0 1.61 0.0 14.000 26.464 to 120.0 0.0 0.0 0.0 81 18.95 0.0146 0.0 14.000 0.205 Vel = 2.99 81 0.0 1.61 0.0 38.480 26.669 to 120.0 0.0 0.0 0.0 82 18.95 0.0146 0.0 38.480 0.562 Vel = 2.99 82 9.63 1.61 2T 16.0 1.000 27.231 to 120.0 0.0 16.000 0.433 28 28.58 0.0313 0.0 17.000 0.532 Vel = 4.50 0.0 28.58 28.196 K Factor = 5.38 *NEW PATH 44 9.63 1.61 T 8.0 107.170 26.750 to 120.0 0.0 8.000 0.0 82 9.63 0.0042 0.0 115.170 0.481 Vel = 1.52 0.0 9.63 27.231 K Factor = 1.85 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 17 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *NEW PATH 6 19.78 1.61 T 8.0 5.900 26.060 to 120.0 0.0 8.000 0.0 69 19.78 0.0158 0.0 13.900 0.220 Vel = 3.12 69 0.0 1.61 0.0 14.230 26.280 to 120.0 0.0 0.0 0.0 75 19.78 0.0159 0.0 14.230 0.226 Vel = 3.12 75 0.0 1.61 0.0 6.590 26.506 to 120.0 0.0 0.0 0.0 71 19.78 0.0158 0.0 6.590 0.104 Vel = 3.12 71 0.0 1.61 0.0 8.290 26.610 to 120.0 0.0 0.0 0.0 72 19.78 0.0158 0.0 8.290 0.131 Vel = 3.12 72 0.0 1.61 0.0 39.180 26.741 to 120.0 0.0 0.0 0.0 73 19.78 0.0158 0.0 39.180 0.621 Vel = 3.12 73 10.86 1.61 2T 16.0 1.000 27.362 to 120.0 0.0 16.000 0.433 29 30.64 0.0355 0.0 17.000 0.604 Vel = 4.83 0.0 30.64 28.399 K Factor = 5.75 *NEW PATH 43 10.86 1.61 T 8.0 107.180 26.761 to 120.0 0.0 8.000 0.0 73 10.86 0.0052 0.0 115.180 0.601 Vel = 1.71 0.0 10.86 27.362 K Factor = 2.08 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection 1062 Central Avenue Albany, NY, 12205 518-275-0791 Job Name : 2108312_CALCS Building : 1 Location : CORTLAND MOB System : 3 Contract : Data File : 2108312_CALCS Area 3.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Hydraulic Calculation #3 RAN Fire Protection Page 1 2108312_CALCS Date HYDRAULIC CALCULATIONS for Project name:2108312_CALCS Location:CORTLAND MOB Drawing no:1 Date:09/16/2021 Design Remote area number:3 Remote area location:LOWER LEFT HAND CORNER IN WAITING AREA Occupancy classification:LIGHT HAZARD Density:0.1 - Gpm/SqFt Area of application:1550 - SqFt Coverage per sprinkler:196 - SqFt Type of sprinklers calculated:K-5.6 PENDENT QR No. of sprinklers calculated:16 In-rack demand: - GPM Hose streams:100 - GPM Total water required (including hose streams):473.534 - GPM @ 67.099 - Psi Type of system:WET Volume of dry or preaction system: - Gal Water supply information Date: Location: Source: Name of contractor:RAN Fire Protection Address:1062 Central Avenue / / Albany, NY, 12205 Phone number:518-275-0791 Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.)THE SAFETY FACTOR OF THIS CALCULATION IS 20.05 Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 2 2108312_CALCS Date 10 20 30 40 E 50 R 60 U 70 S 80 S 90 E 100 R 110 P 120 130 140 150 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) City Water Supply:Demand: C1 C2 C1 - Static Pressure : 90 C2 - Residual Pressure: 73 C2 - Residual Flow : 1244 D1 - Elevation : 4.764 D2 - System Flow : 373.534 D2 - System Pressure : 67.099 Hose ( Demand ) : 100 D3 - System Demand : 473.534 Safety Margin : 20.054 D1 D2 D3 Water Supply Curve C Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 3 2108312_CALCS Date Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 Aty Alarm Tyco AV-1 14 23 24 23 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10121517202530355060718191101121 Zai Ames 4000SS Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 4 2108312_CALCS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DP01 10.0 5.6 16.14 na 22.5 0.1 225 7.0 EQ01 11.0 25.74 na 135 11.0 K = K @ EQ01 25.74 na 22.5 137 11.0 K = K @ EQ01 25.87 na 22.56 136 11.0 27.17 na 138 11.0 27.78 na 53 11.0 33.17 na 52 11.0 34.12 na 51 15.0 32.41 na 50 15.0 33.27 na 49 15.0 33.82 na 48 15.0 34.15 na 47 15.0 34.44 na 46 15.0 34.66 na 45 15.0 34.82 na 44 15.0 34.89 na 43 15.0 34.91 na 42 15.0 34.92 na 36 15.0 36.4 na 30 14.0 37.36 na 93 14.0 37.85 na 31 -8.0 59.7 na 100.0 94 -8.0 62.38 na 1 -8.0 64.05 na TEST 0.0 67.1 na 139 11.0 K = K @ EQ01 26.3 na 22.74 140 11.0 27.18 na 141 11.0 27.41 na 142 11.0 27.91 na 21 11.0 37.14 na 22 14.0 36.17 na 23 14.0 36.28 na 24 14.0 36.38 na 25 14.0 36.51 na 26 14.0 36.67 na 27 14.0 36.87 na 28 14.0 37.03 na 29 14.0 37.16 na 143 11.0 K = K @ EQ01 26.48 na 22.82 144 11.0 K = K @ EQ01 26.56 na 22.85 145 11.0 K = K @ EQ01 26.97 na 23.03 54 11.0 32.29 na 55 11.0 32.22 na 146 11.0 29.84 na 147 11.0 29.53 na 148 11.0 29.53 na 149 11.0 29.75 na 150 11.0 30.33 na 19 11.0 37.09 na 108 11.0 37.17 na 107 11.0 37.21 na 106 11.0 37.24 na 105 11.0 37.28 na 18 11.0 37.39 na 17 11.0 37.39 na 16 11.0 37.4 na 15 11.0 37.43 na 14 15.0 35.7 na 13 15.0 35.73 na 12 15.0 35.76 na 11 15.0 35.8 na Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 5 2108312_CALCS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 10 15.0 35.85 na 9 15.0 35.9 na 8 15.0 35.94 na 7 15.0 35.96 na 6 15.0 35.97 na 5 15.0 35.97 na 4 15.0 36.03 na 3 15.0 36.08 na 38 15.0 36.1 na 33 15.0 36.15 na 34 15.0 36.2 na 35 15.0 36.25 na 99 11.0 37.32 na 98 11.0 37.3 na 97 11.0 37.27 na 89 11.0 37.24 na 90 11.0 37.23 na 91 11.0 37.21 na 92 11.0 37.19 na 20 11.0 37.1 na 151 11.0 K = K @ EQ01 28.23 na 23.56 152 11.0 K = K @ EQ01 28.24 na 23.56 153 11.0 K = K @ EQ01 28.44 na 23.65 154 11.0 K = K @ EQ01 28.53 na 23.69 155 11.0 K = K @ EQ01 29.35 na 24.03 156 11.0 K = K @ EQ01 28.45 na 23.65 157 11.0 29.4 na 158 11.0 29.63 na 159 11.0 30.24 na 114 11.0 37.16 na 113 11.0 37.18 na 112 11.0 37.19 na 111 11.0 37.2 na 110 11.0 37.22 na 118 11.0 37.25 na 119 11.0 37.29 na 160 11.0 K = K @ EQ01 28.45 na 23.65 161 11.0 29.4 na 162 11.0 29.72 na 163 11.0 K = K @ EQ01 28.57 na 23.7 164 11.0 K = K @ EQ01 28.68 na 23.75 165 11.0 K = K @ EQ01 28.76 na 23.78 87 15.0 35.56 na 130 15.0 35.58 na 129 15.0 35.6 na 128 15.0 35.63 na 132 15.0 35.66 na 86 15.0 35.68 na 85 15.0 35.76 na 84 15.0 35.85 na 83 15.0 35.96 na 63 15.0 36.1 na 58 15.0 35.97 na 57 15.0 35.98 na 60 15.0 36.0 na 61 15.0 36.02 na 62 15.0 36.04 na 82 15.0 36.2 na 79 15.0 36.02 na 80 15.0 36.05 na 81 15.0 36.09 na Flow Summary - Standard Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 6 2108312_CALCS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 73 15.0 36.28 na 69 15.0 36.02 na 75 15.0 36.08 na 71 15.0 36.1 na 72 15.0 36.13 na The maximum velocity is 11.46 and it occurs in the pipe between nodes 142 and 21 Flow Summary - Standard Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 7 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *EQUIVALENT K'S DP01 22.50 1.049 E 2.0 60.000 16.143 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 EQ01 22.5 0.1618 0.0 62.000 10.032 Vel = 8.35 0.0 22.50 25.742 K Factor = 4.43 *REMOTE HEAD TO SUPPLY 135 22.50 1.049 T 5.0 3.840 25.742 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 136 22.5 0.1619 0.0 8.840 1.431 Vel = 8.35 0.0 22.50 27.173 K Factor = 4.32 *NEW PATH 137 22.56 1.049 T 5.0 3.000 25.872 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 136 22.56 0.1626 0.0 8.000 1.301 Vel = 8.37 136 18.39 1.61 0.0 9.910 27.173 to 120.0 0.0 0.0 0.0 138 40.95 0.0608 0.0 9.910 0.603 Vel = 6.45 138 22.85 1.61 T 8.0 31.070 27.776 to 120.0 0.0 8.000 0.0 53 63.8 0.1381 0.0 39.070 5.397 Vel = 10.05 53 98.24 2.635 E 8.237 5.200 33.173 to 120.0 0.0 8.237 0.0 52 162.04 0.0703 0.0 13.437 0.945 Vel = 9.53 52 0.0 4.26 0.0 4.000 34.118 to 120.0 0.0 0.0 -1.732 51 162.04 0.0068 0.0 4.000 0.027 Vel = 3.65 51 0.0 2.635 E 8.237 3.920 32.413 to 120.0 0.0 8.237 0.0 50 162.04 0.0703 0.0 12.157 0.855 Vel = 9.53 50 -22.39 2.635 0.0 10.340 33.268 to 120.0 0.0 0.0 0.0 49 139.65 0.0534 0.0 10.340 0.552 Vel = 8.22 49 -19.98 2.635 0.0 8.180 33.820 to 120.0 0.0 0.0 0.0 48 119.67 0.0402 0.0 8.180 0.329 Vel = 7.04 48 -18.53 2.635 0.0 10.070 34.149 to 120.0 0.0 0.0 0.0 47 101.14 0.0294 0.0 10.070 0.296 Vel = 5.95 47 -17.19 2.635 0.0 10.430 34.445 to 120.0 0.0 0.0 0.0 46 83.95 0.0208 0.0 10.430 0.217 Vel = 4.94 46 -16.44 2.635 0.0 11.440 34.662 to 120.0 0.0 0.0 0.0 45 67.51 0.0140 0.0 11.440 0.160 Vel = 3.97 45 -16.31 2.635 0.0 7.810 34.822 to 120.0 0.0 0.0 0.0 44 51.2 0.0083 0.0 7.810 0.065 Vel = 3.01 Final Calculations - Hazen-Williams - 2007 Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 8 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 44 -16.57 2.635 0.0 5.550 34.887 to 120.0 0.0 0.0 0.0 43 34.63 0.0040 0.0 5.550 0.022 Vel = 2.04 43 -16.96 2.635 0.0 7.000 34.909 to 120.0 0.0 0.0 0.0 42 17.67 0.0013 0.0 7.000 0.009 Vel = 1.04 42 0.0 1.61 T 8.0 107.180 34.918 to 120.0 0.0 8.000 0.0 36 17.67 0.0128 0.0 115.180 1.479 Vel = 2.78 36 10.77 1.61 2T 16.0 1.000 36.397 to 120.0 0.0 16.000 0.433 30 28.44 0.0309 0.0 17.000 0.526 Vel = 4.48 30 345.09 4.26 E 13.167 2.420 37.356 to 120.0 0.0 13.167 0.0 93 373.53 0.0318 0.0 15.587 0.496 Vel = 8.41 93 0.0 4.26 E 13.167 22.000 37.852 to 120.0 B 15.8 59.251 19.268 * Fixed Loss = 9.74 31 373.53 0.0318 Aty 30.284 81.251 2.583 Vel = 8.41 Zai 0.0 31 100.00 6.16 2E 40.168 395.000 59.703 Qa = 100 to 140.0 0.0 40.168 0.0 94 473.53 0.0062 0.0 435.168 2.677 Vel = 5.10 94 0.0 6.16 Fsp 0.0 108.610 62.380 to 140.0 0.0 0.0 1.000 * Fixed Loss = 1 1 473.53 0.0062 0.0 108.610 0.668 Vel = 5.10 1 0.0 6.16 4E 80.336 979.000 64.048 to 140.0 0.0 80.336 -3.465 TEST 473.53 0.0062 0.0 1059.336 6.516 Vel = 5.10 0.0 473.53 67.099 K Factor = 57.81 *NEW PATH 139 22.74 1.049 T 5.0 0.350 26.297 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 140 22.74 0.1650 0.0 5.350 0.883 Vel = 8.44 140 4.11 1.61 0.0 8.100 27.180 to 120.0 0.0 0.0 0.0 141 26.85 0.0278 0.0 8.100 0.225 Vel = 4.23 141 22.82 1.61 0.0 5.770 27.405 to 120.0 0.0 0.0 0.0 142 49.67 0.0870 0.0 5.770 0.502 Vel = 7.83 142 23.03 1.61 T 8.0 44.460 27.907 to 120.0 0.0 8.000 0.0 21 72.7 0.1759 0.0 52.460 9.228 Vel = 11.46 21 113.84 4.26 2E 26.334 12.120 37.135 to 120.0 0.0 26.334 -1.299 22 186.54 0.0088 0.0 38.454 0.338 Vel = 4.20 22 15.91 4.26 0.0 10.340 36.174 to 120.0 0.0 0.0 0.0 23 202.45 0.0103 0.0 10.340 0.106 Vel = 4.56 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 9 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 23 15.45 4.26 0.0 8.180 36.280 to 120.0 0.0 0.0 0.0 24 217.9 0.0117 0.0 8.180 0.096 Vel = 4.90 24 15.84 4.26 0.0 10.070 36.376 to 120.0 0.0 0.0 0.0 25 233.74 0.0134 0.0 10.070 0.135 Vel = 5.26 25 18.03 4.26 0.0 10.430 36.511 to 120.0 0.0 0.0 0.0 26 251.77 0.0152 0.0 10.430 0.159 Vel = 5.67 26 20.21 4.26 0.0 11.440 36.670 to 120.0 0.0 0.0 0.0 27 271.98 0.0177 0.0 11.440 0.203 Vel = 6.12 27 22.56 4.26 0.0 7.810 36.873 to 120.0 0.0 0.0 0.0 28 294.54 0.0204 0.0 7.810 0.159 Vel = 6.63 28 24.46 4.26 0.0 5.550 37.032 to 120.0 0.0 0.0 0.0 29 319.0 0.0238 0.0 5.550 0.132 Vel = 7.18 29 26.10 4.26 0.0 7.000 37.164 to 120.0 0.0 0.0 0.0 30 345.1 0.0274 0.0 7.000 0.192 Vel = 7.77 0.0 345.10 37.356 K Factor = 56.46 *NEW PATH 143 22.82 1.049 T 5.0 0.570 26.480 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 141 22.82 0.1661 0.0 5.570 0.925 Vel = 8.47 0.0 22.82 27.405 K Factor = 4.36 *NEW PATH 144 22.85 1.049 T 5.0 2.300 26.560 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 138 22.85 0.1666 0.0 7.300 1.216 Vel = 8.48 0.0 22.85 27.776 K Factor = 4.34 *NEW PATH 145 23.03 1.049 T 5.0 0.530 26.973 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 142 23.03 0.1689 0.0 5.530 0.934 Vel = 8.55 0.0 23.03 27.907 K Factor = 4.36 *NEW PATH 136 4.11 1.61 0.0 7.850 27.173 to 120.0 0.0 0.0 0.0 140 4.11 0.0009 0.0 7.850 0.007 Vel = 0.65 0.0 4.11 27.180 K Factor = 0.79 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 10 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *NEW PATH 53 -98.24 2.635 2E 16.474 15.260 33.173 to 120.0 0.0 16.474 0.0 54 -98.24 -0.0279 0.0 31.734 -0.885 Vel = 5.78 54 48.85 2.635 0.0 9.290 32.288 to 120.0 0.0 0.0 0.0 55 -49.39 -0.0078 0.0 9.290 -0.072 Vel = 2.91 55 0.0 1.61 E 4.0 23.590 32.216 to 120.0 0.0 4.000 0.0 146 -49.39 -0.0860 0.0 27.590 -2.374 Vel = 7.78 146 23.69 1.61 0.0 12.000 29.842 to 120.0 0.0 0.0 0.0 147 -25.7 -0.0257 0.0 12.000 -0.308 Vel = 4.05 147 23.56 1.61 0.0 12.000 29.534 to 120.0 0.0 0.0 0.0 148 -2.14 -0.0003 0.0 12.000 -0.004 Vel = 0.34 148 23.56 1.61 0.0 12.000 29.530 to 120.0 0.0 0.0 0.0 149 21.42 0.0184 0.0 12.000 0.221 Vel = 3.38 149 23.66 1.61 0.0 8.000 29.751 to 120.0 0.0 0.0 0.0 150 45.08 0.0726 0.0 8.000 0.581 Vel = 7.10 150 24.02 1.61 T 8.0 34.180 30.332 to 120.0 0.0 8.000 0.0 19 69.1 0.1601 0.0 42.180 6.754 Vel = 10.89 19 -60.55 1.61 T 8.0 17.820 37.086 to 120.0 0.0 8.000 0.0 108 8.55 0.0033 0.0 25.820 0.086 Vel = 1.35 108 0.0 1.61 0.0 12.000 37.172 to 120.0 0.0 0.0 0.0 107 8.55 0.0033 0.0 12.000 0.040 Vel = 1.35 107 0.0 1.61 0.0 8.000 37.212 to 120.0 0.0 0.0 0.0 106 8.55 0.0034 0.0 8.000 0.027 Vel = 1.35 106 0.0 1.61 0.0 12.070 37.239 to 120.0 0.0 0.0 0.0 105 8.55 0.0034 0.0 12.070 0.041 Vel = 1.35 105 0.0 1.61 T 8.0 24.300 37.280 to 120.0 0.0 8.000 0.0 18 8.55 0.0033 0.0 32.300 0.108 Vel = 1.35 18 0.0 2.635 0.0 9.290 37.388 to 120.0 0.0 0.0 0.0 17 8.55 0.0003 0.0 9.290 0.003 Vel = 0.50 17 8.43 2.635 0.0 9.860 37.391 to 120.0 0.0 0.0 0.0 16 16.98 0.0011 0.0 9.860 0.011 Vel = 1.00 16 7.98 2.635 E 8.237 5.200 37.402 to 120.0 0.0 8.237 0.0 15 24.96 0.0022 0.0 13.437 0.029 Vel = 1.47 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 11 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 15 0.0 4.26 0.0 4.000 37.431 to 120.0 0.0 0.0 -1.732 14 24.96 0.0002 0.0 4.000 0.001 Vel = 0.56 14 0.0 2.635 E 8.237 3.920 35.700 to 120.0 0.0 8.237 0.0 13 24.96 0.0022 0.0 12.157 0.027 Vel = 1.47 13 6.48 2.635 0.0 10.340 35.727 to 120.0 0.0 0.0 0.0 12 31.44 0.0034 0.0 10.340 0.035 Vel = 1.85 12 4.53 2.635 0.0 8.180 35.762 to 120.0 0.0 0.0 0.0 11 35.97 0.0043 0.0 8.180 0.035 Vel = 2.12 11 2.69 2.635 0.0 10.070 35.797 to 120.0 0.0 0.0 0.0 10 38.66 0.0050 0.0 10.070 0.050 Vel = 2.27 10 -0.84 2.635 0.0 10.430 35.847 to 120.0 0.0 0.0 0.0 9 37.82 0.0048 0.0 10.430 0.050 Vel = 2.23 9 -3.77 2.635 0.0 11.440 35.897 to 120.0 0.0 0.0 0.0 8 34.05 0.0039 0.0 11.440 0.045 Vel = 2.00 8 -6.26 2.635 0.0 7.810 35.942 to 120.0 0.0 0.0 0.0 7 27.79 0.0027 0.0 7.810 0.021 Vel = 1.63 7 -7.89 2.635 0.0 5.550 35.963 to 120.0 0.0 0.0 0.0 6 19.9 0.0014 0.0 5.550 0.008 Vel = 1.17 6 -9.13 2.635 0.0 7.000 35.971 to 120.0 0.0 0.0 0.0 5 10.77 0.0004 0.0 7.000 0.003 Vel = 0.63 5 0.0 1.61 T 8.0 2.560 35.974 to 120.0 0.0 8.000 0.0 4 10.77 0.0051 0.0 10.560 0.054 Vel = 1.70 4 0.0 1.61 0.0 9.850 36.028 to 120.0 0.0 0.0 0.0 3 10.77 0.0052 0.0 9.850 0.051 Vel = 1.70 3 0.0 1.61 0.0 4.730 36.079 to 120.0 0.0 0.0 0.0 38 10.77 0.0051 0.0 4.730 0.024 Vel = 1.70 38 0.0 1.61 0.0 9.580 36.103 to 120.0 0.0 0.0 0.0 33 10.77 0.0052 0.0 9.580 0.050 Vel = 1.70 33 0.0 1.61 0.0 8.290 36.153 to 120.0 0.0 0.0 0.0 34 10.77 0.0051 0.0 8.290 0.042 Vel = 1.70 34 0.0 1.61 0.0 9.800 36.195 to 120.0 0.0 0.0 0.0 35 10.77 0.0052 0.0 9.800 0.051 Vel = 1.70 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 12 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 35 0.0 1.61 0.0 29.380 36.246 to 120.0 0.0 0.0 0.0 36 10.77 0.0051 0.0 29.380 0.151 Vel = 1.70 0.0 10.77 36.397 K Factor = 1.79 *NEW PATH 16 -7.98 1.61 T 8.0 18.360 37.402 to 120.0 0.0 8.000 0.0 99 -7.98 -0.0030 0.0 26.360 -0.078 Vel = 1.26 99 0.0 1.61 0.0 8.340 37.324 to 120.0 0.0 0.0 0.0 98 -7.98 -0.0030 0.0 8.340 -0.025 Vel = 1.26 98 0.0 1.61 0.0 9.760 37.299 to 120.0 0.0 0.0 0.0 97 -7.98 -0.0030 0.0 9.760 -0.029 Vel = 1.26 97 0.0 1.61 0.0 9.550 37.270 to 120.0 0.0 0.0 0.0 89 -7.98 -0.0029 0.0 9.550 -0.028 Vel = 1.26 89 0.0 1.61 0.0 4.350 37.242 to 120.0 0.0 0.0 0.0 90 -7.98 -0.0030 0.0 4.350 -0.013 Vel = 1.26 90 0.0 1.61 0.0 6.570 37.229 to 120.0 0.0 0.0 0.0 91 -7.98 -0.0029 0.0 6.570 -0.019 Vel = 1.26 91 0.0 1.61 0.0 5.670 37.210 to 120.0 0.0 0.0 0.0 92 -7.98 -0.0030 0.0 5.670 -0.017 Vel = 1.26 92 0.0 1.61 T 8.0 11.580 37.193 to 120.0 0.0 8.000 0.0 21 -7.98 -0.0030 0.0 19.580 -0.058 Vel = 1.26 21 -113.83 4.26 0.0 9.860 37.135 to 120.0 0.0 0.0 0.0 20 -121.81 -0.0040 0.0 9.860 -0.039 Vel = 2.74 20 61.26 4.26 0.0 9.290 37.096 to 120.0 0.0 0.0 0.0 19 -60.55 -0.0011 0.0 9.290 -0.010 Vel = 1.36 0.0 -60.55 37.086 K Factor = -9.94 *NEW PATH 151 23.56 1.049 T 5.0 2.360 28.233 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 148 23.56 0.1762 0.0 7.360 1.297 Vel = 8.75 0.0 23.56 29.530 K Factor = 4.34 *NEW PATH 152 23.56 1.049 T 5.0 2.360 28.236 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 147 23.56 0.1764 0.0 7.360 1.298 Vel = 8.75 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 13 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 23.56 29.534 K Factor = 4.34 *NEW PATH 153 23.65 1.049 T 5.0 2.360 28.444 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 149 23.65 0.1776 0.0 7.360 1.307 Vel = 8.78 0.0 23.65 29.751 K Factor = 4.34 *NEW PATH 154 23.69 1.049 T 5.0 2.360 28.532 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 146 23.69 0.1780 0.0 7.360 1.310 Vel = 8.79 0.0 23.69 29.842 K Factor = 4.34 *NEW PATH 155 24.03 1.049 T 5.0 0.360 29.352 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 150 24.03 0.1828 0.0 5.360 0.980 Vel = 8.92 0.0 24.03 30.332 K Factor = 4.36 *NEW PATH 156 23.65 1.049 T 5.0 0.350 28.447 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 157 23.65 0.1774 0.0 5.350 0.949 Vel = 8.78 157 -1.41 1.61 0.0 12.000 29.396 to 120.0 0.0 0.0 0.0 158 22.24 0.0197 0.0 12.000 0.236 Vel = 3.50 158 23.75 1.61 0.0 8.000 29.632 to 120.0 0.0 0.0 0.0 159 45.99 0.0754 0.0 8.000 0.603 Vel = 7.25 159 23.70 1.61 T 8.0 34.180 30.235 to 120.0 0.0 8.000 0.0 20 69.69 0.1627 0.0 42.180 6.861 Vel = 10.98 20 -61.26 1.61 T 8.0 10.910 37.096 to 120.0 0.0 8.000 0.0 114 8.43 0.0033 0.0 18.910 0.062 Vel = 1.33 114 0.0 1.61 0.0 6.000 37.158 to 120.0 0.0 0.0 0.0 113 8.43 0.0032 0.0 6.000 0.019 Vel = 1.33 113 0.0 1.61 0.0 2.620 37.177 to 120.0 0.0 0.0 0.0 112 8.43 0.0034 0.0 2.620 0.009 Vel = 1.33 112 0.0 1.61 0.0 4.790 37.186 to 120.0 0.0 0.0 0.0 111 8.43 0.0033 0.0 4.790 0.016 Vel = 1.33 111 0.0 1.61 0.0 5.500 37.202 to 120.0 0.0 0.0 0.0 110 8.43 0.0033 0.0 5.500 0.018 Vel = 1.33 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 14 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 110 0.0 1.61 0.0 8.000 37.220 to 120.0 0.0 0.0 0.0 118 8.43 0.0032 0.0 8.000 0.026 Vel = 1.33 118 0.0 1.61 0.0 12.070 37.246 to 120.0 0.0 0.0 0.0 119 8.43 0.0032 0.0 12.070 0.039 Vel = 1.33 119 0.0 1.61 T 8.0 24.300 37.285 to 120.0 0.0 8.000 0.0 17 8.43 0.0033 0.0 32.300 0.106 Vel = 1.33 0.0 8.43 37.391 K Factor = 1.38 *NEW PATH 160 23.65 1.049 T 5.0 0.350 28.448 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 161 23.65 0.1776 0.0 5.350 0.950 Vel = 8.78 161 1.42 1.61 0.0 13.100 29.398 to 120.0 0.0 0.0 0.0 162 25.07 0.0245 0.0 13.100 0.321 Vel = 3.95 162 23.78 1.61 T 8.0 22.480 29.719 to 120.0 0.0 8.000 0.0 54 48.85 0.0843 0.0 30.480 2.569 Vel = 7.70 0.0 48.85 32.288 K Factor = 8.60 *NEW PATH 163 23.70 1.049 T 5.0 4.350 28.569 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 159 23.7 0.1782 0.0 9.350 1.666 Vel = 8.80 0.0 23.70 30.235 K Factor = 4.31 *NEW PATH 164 23.75 1.049 T 5.0 0.350 28.676 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 158 23.75 0.1787 0.0 5.350 0.956 Vel = 8.82 0.0 23.75 29.632 K Factor = 4.36 *NEW PATH 165 23.78 1.049 T 5.0 0.350 28.760 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 162 23.78 0.1793 0.0 5.350 0.959 Vel = 8.83 0.0 23.78 29.719 K Factor = 4.36 *NEW PATH 157 1.41 1.61 0.0 12.000 29.396 to 120.0 0.0 0.0 0.0 161 1.41 0.0002 0.0 12.000 0.002 Vel = 0.22 0.0 1.41 29.398 K Factor = 0.26 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 15 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *NEW PATH 50 22.39 1.61 T 8.0 107.170 33.268 to 120.0 0.0 8.000 0.0 87 22.39 0.0199 0.0 115.170 2.293 Vel = 3.53 87 -6.48 1.61 2T 16.0 1.000 35.561 to 120.0 0.0 16.000 0.433 22 15.91 0.0106 0.0 17.000 0.180 Vel = 2.51 0.0 15.91 36.174 K Factor = 2.65 *NEW PATH 87 6.48 1.61 0.0 11.010 35.561 to 120.0 0.0 0.0 0.0 130 6.48 0.0021 0.0 11.010 0.023 Vel = 1.02 130 0.0 1.61 0.0 9.960 35.584 to 120.0 0.0 0.0 0.0 129 6.48 0.0020 0.0 9.960 0.020 Vel = 1.02 129 0.0 1.61 0.0 14.000 35.604 to 120.0 0.0 0.0 0.0 128 6.48 0.0020 0.0 14.000 0.028 Vel = 1.02 128 0.0 1.61 0.0 14.000 35.632 to 120.0 0.0 0.0 0.0 132 6.48 0.0020 0.0 14.000 0.028 Vel = 1.02 132 0.0 1.61 T 8.0 25.200 35.660 to 120.0 0.0 8.000 0.0 13 6.48 0.0020 0.0 33.200 0.067 Vel = 1.02 0.0 6.48 35.727 K Factor = 1.08 *NEW PATH 49 19.98 1.61 T 8.0 107.170 33.820 to 120.0 0.0 8.000 0.0 86 19.98 0.0161 0.0 115.170 1.857 Vel = 3.15 86 -4.53 1.61 2T 16.0 1.000 35.677 to 120.0 0.0 16.000 0.433 23 15.45 0.0100 0.0 17.000 0.170 Vel = 2.43 0.0 15.45 36.280 K Factor = 2.57 *NEW PATH 86 4.52 1.61 T 8.0 74.190 35.677 to 120.0 0.0 8.000 0.0 12 4.52 0.0010 0.0 82.190 0.085 Vel = 0.71 0.0 4.52 35.762 K Factor = 0.76 *NEW PATH 48 18.53 1.61 T 8.0 107.170 34.149 to 120.0 0.0 8.000 0.0 85 18.53 0.0140 0.0 115.170 1.616 Vel = 2.92 85 -2.69 1.61 2T 16.0 1.000 35.765 to 120.0 0.0 16.000 0.433 24 15.84 0.0105 0.0 17.000 0.178 Vel = 2.50 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 16 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 15.84 36.376 K Factor = 2.63 *NEW PATH 85 2.69 1.61 T 8.0 74.200 35.765 to 120.0 0.0 8.000 0.0 11 2.69 0.0004 0.0 82.200 0.032 Vel = 0.42 0.0 2.69 35.797 K Factor = 0.45 *NEW PATH 47 17.19 1.61 T 8.0 107.160 34.445 to 120.0 0.0 8.000 0.0 84 17.19 0.0122 0.0 115.160 1.406 Vel = 2.71 84 0.84 1.61 2T 16.0 1.000 35.851 to 120.0 0.0 16.000 0.433 25 18.03 0.0134 0.0 17.000 0.227 Vel = 2.84 0.0 18.03 36.511 K Factor = 2.98 *NEW PATH 10 0.84 1.61 T 8.0 74.200 35.847 to 120.0 0.0 8.000 0.0 84 0.84 0.0 0.0 82.200 0.004 Vel = 0.13 0.0 0.84 35.851 K Factor = 0.14 *NEW PATH 46 16.44 1.61 T 8.0 107.170 34.662 to 120.0 0.0 8.000 0.0 83 16.44 0.0112 0.0 115.170 1.295 Vel = 2.59 83 3.77 1.61 2T 16.0 1.000 35.957 to 120.0 0.0 16.000 0.433 26 20.21 0.0165 0.0 17.000 0.280 Vel = 3.18 0.0 20.21 36.670 K Factor = 3.34 *NEW PATH 9 3.77 1.61 T 8.0 74.200 35.897 to 120.0 0.0 8.000 0.0 83 3.77 0.0007 0.0 82.200 0.060 Vel = 0.59 0.0 3.77 35.957 K Factor = 0.63 *NEW PATH 45 16.30 1.61 T 8.0 107.150 34.822 to 120.0 0.0 8.000 0.0 63 16.3 0.0111 0.0 115.150 1.274 Vel = 2.57 63 6.26 1.61 2T 16.0 1.000 36.096 to 120.0 0.0 16.000 0.433 27 22.56 0.0202 0.0 17.000 0.344 Vel = 3.56 0.0 22.56 36.873 K Factor = 3.72 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 17 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *NEW PATH 8 6.26 1.61 T 8.0 7.280 35.942 to 120.0 0.0 8.000 0.0 58 6.26 0.0018 0.0 15.280 0.028 Vel = 0.99 58 0.0 1.61 0.0 5.120 35.970 to 120.0 0.0 0.0 0.0 57 6.26 0.0020 0.0 5.120 0.010 Vel = 0.99 57 0.0 1.61 0.0 9.040 35.980 to 120.0 0.0 0.0 0.0 60 6.26 0.0019 0.0 9.040 0.017 Vel = 0.99 60 0.0 1.61 0.0 14.000 35.997 to 120.0 0.0 0.0 0.0 61 6.26 0.0019 0.0 14.000 0.026 Vel = 0.99 61 0.0 1.61 0.0 8.940 36.023 to 120.0 0.0 0.0 0.0 62 6.26 0.0019 0.0 8.940 0.017 Vel = 0.99 62 0.0 1.61 0.0 29.800 36.040 to 120.0 0.0 0.0 0.0 63 6.26 0.0019 0.0 29.800 0.056 Vel = 0.99 0.0 6.26 36.096 K Factor = 1.04 *NEW PATH 44 16.57 1.61 T 8.0 107.170 34.887 to 120.0 0.0 8.000 0.0 82 16.57 0.0114 0.0 115.170 1.314 Vel = 2.61 82 7.90 1.61 2T 16.0 1.000 36.201 to 120.0 0.0 16.000 0.433 28 24.47 0.0234 0.0 17.000 0.398 Vel = 3.86 0.0 24.47 37.032 K Factor = 4.02 *NEW PATH 7 7.90 1.61 T 8.0 11.710 35.963 to 120.0 0.0 8.000 0.0 79 7.9 0.0029 0.0 19.710 0.057 Vel = 1.24 79 0.0 1.61 0.0 10.000 36.020 to 120.0 0.0 0.0 0.0 80 7.9 0.0029 0.0 10.000 0.029 Vel = 1.24 80 0.0 1.61 0.0 14.000 36.049 to 120.0 0.0 0.0 0.0 81 7.9 0.0029 0.0 14.000 0.040 Vel = 1.24 81 0.0 1.61 0.0 38.480 36.089 to 120.0 0.0 0.0 0.0 82 7.9 0.0029 0.0 38.480 0.112 Vel = 1.24 0.0 7.90 36.201 K Factor = 1.31 *NEW PATH 43 16.97 1.61 T 8.0 107.180 34.909 to 120.0 0.0 8.000 0.0 73 16.97 0.0119 0.0 115.180 1.373 Vel = 2.67 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 18 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 73 9.12 1.61 2T 16.0 1.000 36.282 to 120.0 0.0 16.000 0.433 29 26.09 0.0264 0.0 17.000 0.449 Vel = 4.11 0.0 26.09 37.164 K Factor = 4.28 *NEW PATH 6 9.13 1.61 T 8.0 5.900 35.971 to 120.0 0.0 8.000 0.0 69 9.13 0.0038 0.0 13.900 0.053 Vel = 1.44 69 0.0 1.61 0.0 14.230 36.024 to 120.0 0.0 0.0 0.0 75 9.13 0.0037 0.0 14.230 0.053 Vel = 1.44 75 0.0 1.61 0.0 6.590 36.077 to 120.0 0.0 0.0 0.0 71 9.13 0.0038 0.0 6.590 0.025 Vel = 1.44 71 0.0 1.61 0.0 8.290 36.102 to 120.0 0.0 0.0 0.0 72 9.13 0.0039 0.0 8.290 0.032 Vel = 1.44 72 0.0 1.61 0.0 39.180 36.134 to 120.0 0.0 0.0 0.0 73 9.13 0.0038 0.0 39.180 0.148 Vel = 1.44 0.0 9.13 36.282 K Factor = 1.52 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection 1062 Central Avenue Albany, NY, 12205 518-275-0791 Job Name : 2108312_CALCS Building : 1 Location : CORTLAND MOB System : 4 Contract : Data File : 2108312_CALCS Area 4.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Hydraulic Calculation #4 RAN Fire Protection Page 1 2108312_CALCS Date HYDRAULIC CALCULATIONS for Project name:2108312_CALCS Location:CORTLAND MOB Drawing no:1 Date:09/16/2021 Design Remote area number:4 Remote area location:LEFT HAND CORNER IN LAB AND BLOOD DRAW Occupancy classification:LIGHT HAZARD Density:0.1 - Gpm/SqFt Area of application:1563 - SqFt Coverage per sprinkler:196 - SqFt Type of sprinklers calculated:K-5.6 PENDENT QR No. of sprinklers calculated:20 In-rack demand: - GPM Hose streams:100 - GPM Total water required (including hose streams):509.431 - GPM @ 61.850 - Psi Type of system:WET Volume of dry or preaction system: - Gal Water supply information Date: Location: Source: Name of contractor:RAN Fire Protection Address:1062 Central Avenue / / Albany, NY, 12205 Phone number:518-275-0791 Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.)THE SAFETY FACTOR OF THIS CALCULATION IS 24.89 Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 2 2108312_CALCS Date 10 20 30 40 E 50 R 60 U 70 S 80 S 90 E 100 R 110 P 120 130 140 150 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) City Water Supply:Demand: C1 C2 C1 - Static Pressure : 90 C2 - Residual Pressure: 73 C2 - Residual Flow : 1244 D1 - Elevation : 6.496 D2 - System Flow : 409.431 D2 - System Pressure : 61.850 Hose ( Demand ) : 100 D3 - System Demand : 509.431 Safety Margin : 24.890 D1 D2 D3 Water Supply Curve C Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 3 2108312_CALCS Date Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 Aty Alarm Tyco AV-1 14 23 24 23 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10121517202530355060718191101121 Zai Ames 4000SS Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 4 2108312_CALCS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DP01 10.0 5.6 12.25 na 19.6 0.1 196 7.0 EQ01 11.0 19.59 na DP03 14.0 5.6 12.25 na 19.6 0.1 196 7.0 EQ03 15.0 19.97 na DP02 14.0 5.6 12.25 na 19.6 0.1 196 7.0 EQ02 15.0 19.59 na 166 15.0 K = K @ EQ02 19.59 na 19.6 167 15.0 20.66 na 168 15.0 20.89 na 50 15.0 22.53 na 49 15.0 22.75 na 48 15.0 23.21 na 47 15.0 23.96 na 46 15.0 24.5 na 45 15.0 24.88 na 44 15.0 25.03 na 43 15.0 25.09 na 42 15.0 25.11 na 36 15.0 28.46 na 30 14.0 29.76 na 93 14.0 30.35 na 31 -8.0 53.03 na 100.0 94 -8.0 56.09 na 1 -8.0 57.86 na TEST 0.0 61.85 na 169 15.0 K = K @ EQ02 19.71 na 19.66 170 15.0 K = K @ EQ02 19.79 na 19.7 171 15.0 20.65 na 172 15.0 20.69 na 173 15.0 20.9 na 87 15.0 27.38 na 22 14.0 28.62 na 23 14.0 28.68 na 24 14.0 28.75 na 25 14.0 28.87 na 26 14.0 29.02 na 27 14.0 29.22 na 28 14.0 29.39 na 29 14.0 29.54 na 174 15.0 K = K @ EQ02 19.84 na 19.73 175 15.0 K = K @ EQ02 19.86 na 19.74 176 15.0 K = K @ EQ02 20.04 na 19.83 177 15.0 K = K @ EQ02 20.5 na 20.05 178 15.0 21.72 na 51 15.0 22.56 na 52 11.0 24.29 na 53 11.0 24.32 na 54 11.0 24.77 na 55 11.0 24.8 na 146 11.0 26.0 na 147 11.0 26.52 na 148 11.0 27.05 na 149 11.0 27.57 na 150 11.0 27.92 na 19 11.0 29.75 na 20 11.0 29.76 na 21 11.0 29.77 na 179 15.0 K = K @ EQ02 20.65 na 20.12 130 15.0 27.46 na 129 15.0 27.53 na 128 15.0 27.64 na Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 5 2108312_CALCS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 132 15.0 27.74 na 13 15.0 27.99 na 14 15.0 27.99 na 15 11.0 29.72 na 16 11.0 29.73 na 17 11.0 29.73 na 18 11.0 29.73 na 105 11.0 29.74 na 106 11.0 29.74 na 107 11.0 29.74 na 108 11.0 29.75 na 12 15.0 27.99 na 11 15.0 28.0 na 10 15.0 28.02 na 9 15.0 28.05 na 8 15.0 28.08 na 7 15.0 28.1 na 6 15.0 28.1 na 5 15.0 28.11 na 4 15.0 28.15 na 3 15.0 28.19 na 38 15.0 28.22 na 33 15.0 28.26 na 34 15.0 28.29 na 35 15.0 28.33 na 180 15.0 K = K @ EQ02 21.02 na 20.31 181 15.0 22.12 na 182 15.0 22.21 na 183 15.0 K = K @ EQ02 21.05 na 20.32 184 15.0 22.13 na 185 15.0 22.34 na 86 15.0 27.57 na 186 15.0 K = K @ EQ02 21.27 na 20.42 187 15.0 K = K @ EQ02 21.35 na 20.46 188 15.0 K = K @ EQ02 21.64 na 20.6 189 15.0 22.51 na 190 11.0 K = K @ EQ01 23.07 na 21.27 191 11.0 24.11 na 144 11.0 K = K @ EQ01 23.22 na 21.34 138 11.0 24.29 na 136 11.0 24.94 na 140 11.0 25.45 na 141 11.0 25.98 na 142 11.0 26.35 na 92 11.0 29.76 na 91 11.0 29.76 na 90 11.0 29.76 na 89 11.0 29.75 na 97 11.0 29.75 na 98 11.0 29.74 na 99 11.0 29.74 na 192 11.0 K = K @ EQ01 23.33 na 21.39 193 11.0 24.11 na 194 11.0 K = K @ EQ01 23.65 na 21.54 195 11.0 24.12 na 196 15.0 K = K @ EQ03 23.03 na 21.05 197 15.0 K = K @ EQ03 23.2 na 21.13 198 15.0 K = K @ EQ03 23.34 na 21.19 85 15.0 27.71 na 162 11.0 26.06 na 161 11.0 26.61 na Flow Summary - Standard Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 6 2108312_CALCS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 157 11.0 27.12 na 158 11.0 27.63 na 159 11.0 27.97 na 114 11.0 29.75 na 113 11.0 29.75 na 112 11.0 29.75 na 111 11.0 29.75 na 110 11.0 29.75 na 118 11.0 29.74 na 119 11.0 29.74 na 84 15.0 27.97 na 83 15.0 28.05 na 63 15.0 28.16 na 58 15.0 28.1 na 57 15.0 28.1 na 60 15.0 28.11 na 61 15.0 28.12 na 62 15.0 28.13 na 82 15.0 28.26 na 79 15.0 28.14 na 80 15.0 28.16 na 81 15.0 28.18 na 73 15.0 28.34 na 69 15.0 28.14 na 75 15.0 28.18 na 71 15.0 28.2 na 72 15.0 28.23 na The maximum velocity is 10.93 and it occurs in the pipe between nodes 168 and 50 Flow Summary - Standard Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 7 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *EQUIVALENT K'S DP01 19.60 1.049 E 2.0 60.000 12.250 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 EQ01 19.6 0.1254 0.0 62.000 7.772 Vel = 7.28 0.0 19.60 19.589 K Factor = 4.43 DP03 19.60 1.049 T 5.0 60.000 12.250 K Factor = 5.60 to 120.0 0.0 5.000 -0.433 EQ03 19.6 0.1254 0.0 65.000 8.148 Vel = 7.28 0.0 19.60 19.965 K Factor = 4.39 DP02 19.60 1.049 E 2.0 60.000 12.250 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 EQ02 19.6 0.1254 0.0 62.000 7.772 Vel = 7.28 0.0 19.60 19.589 K Factor = 4.43 *REMOTE HEAD TO SUPPLY 166 19.60 1.049 T 5.0 3.540 19.589 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 167 19.6 0.1254 0.0 8.540 1.071 Vel = 7.28 167 10.34 1.61 0.0 6.830 20.660 to 120.0 0.0 0.0 0.0 168 29.94 0.0340 0.0 6.830 0.232 Vel = 4.72 168 39.40 1.61 T 8.0 2.160 20.892 to 120.0 0.0 8.000 0.0 50 69.34 0.1612 0.0 10.160 1.638 Vel = 10.93 50 15.35 2.635 0.0 10.340 22.530 to 120.0 0.0 0.0 0.0 49 84.69 0.0212 0.0 10.340 0.219 Vel = 4.98 49 58.68 2.635 0.0 8.180 22.749 to 120.0 0.0 0.0 0.0 48 143.37 0.0561 0.0 8.180 0.459 Vel = 8.44 48 23.91 2.635 0.0 10.070 23.208 to 120.0 0.0 0.0 0.0 47 167.28 0.0746 0.0 10.070 0.751 Vel = 9.84 47 -30.28 2.635 0.0 10.430 23.959 to 120.0 0.0 0.0 0.0 46 137.0 0.0516 0.0 10.430 0.538 Vel = 8.06 46 -28.38 2.635 0.0 11.440 24.497 to 120.0 0.0 0.0 0.0 45 108.62 0.0336 0.0 11.440 0.384 Vel = 6.39 45 -27.16 2.635 0.0 7.810 24.881 to 120.0 0.0 0.0 0.0 44 81.46 0.0197 0.0 7.810 0.154 Vel = 4.79 44 -26.91 2.635 0.0 5.550 25.035 to 120.0 0.0 0.0 0.0 43 54.55 0.0094 0.0 5.550 0.052 Vel = 3.21 43 -27.05 2.635 0.0 7.000 25.087 to 120.0 0.0 0.0 0.0 42 27.5 0.0026 0.0 7.000 0.018 Vel = 1.62 Final Calculations - Hazen-Williams - 2007 Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 8 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 42 0.0 1.61 T 8.0 107.180 25.105 to 120.0 0.0 8.000 0.0 36 27.5 0.0291 0.0 115.180 3.355 Vel = 4.33 36 9.76 1.61 2T 16.0 1.000 28.460 to 120.0 0.0 16.000 0.433 30 37.26 0.0511 0.0 17.000 0.868 Vel = 5.87 30 372.17 4.26 E 13.167 2.420 29.761 to 120.0 0.0 13.167 0.0 93 409.43 0.0377 0.0 15.587 0.587 Vel = 9.22 93 0.0 4.26 E 13.167 22.000 30.348 to 120.0 B 15.8 59.251 19.618 * Fixed Loss = 10.09 31 409.43 0.0377 Aty 30.284 81.251 3.061 Vel = 9.22 Zai 0.0 31 100.00 6.16 2E 40.168 395.000 53.027 Qa = 100 to 140.0 0.0 40.168 0.0 94 509.43 0.0070 0.0 435.168 3.064 Vel = 5.48 94 0.0 6.16 Fsp 0.0 108.610 56.091 to 140.0 0.0 0.0 1.000 * Fixed Loss = 1 1 509.43 0.0070 0.0 108.610 0.765 Vel = 5.48 1 0.0 6.16 4E 80.336 979.000 57.856 to 140.0 0.0 80.336 -3.465 TEST 509.43 0.0070 0.0 1059.336 7.459 Vel = 5.48 0.0 509.43 61.850 K Factor = 64.78 *NEW PATH 169 19.66 1.049 T 5.0 4.340 19.715 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 168 19.66 0.1260 0.0 9.340 1.177 Vel = 7.30 0.0 19.66 20.892 K Factor = 4.30 *NEW PATH 170 19.70 1.049 T 5.0 1.720 19.795 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 171 19.7 0.1265 0.0 6.720 0.850 Vel = 7.31 171 -10.34 1.61 0.0 12.000 20.645 to 120.0 0.0 0.0 0.0 172 9.36 0.0040 0.0 12.000 0.048 Vel = 1.48 172 19.73 1.61 0.0 6.550 20.693 to 120.0 0.0 0.0 0.0 173 29.09 0.0322 0.0 6.550 0.211 Vel = 4.58 173 19.82 1.61 0.0 76.630 20.904 to 120.0 0.0 0.0 0.0 87 48.91 0.0845 0.0 76.630 6.475 Vel = 7.71 87 -13.13 1.61 2T 16.0 1.000 27.379 to 120.0 0.0 16.000 0.433 22 35.78 0.0474 0.0 17.000 0.806 Vel = 5.64 22 117.97 4.26 0.0 10.340 28.618 to 120.0 0.0 0.0 0.0 23 153.75 0.0062 0.0 10.340 0.064 Vel = 3.46 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 9 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 23 32.65 4.26 0.0 8.180 28.682 to 120.0 0.0 0.0 0.0 24 186.4 0.0087 0.0 8.180 0.071 Vel = 4.20 24 30.73 4.26 0.0 10.070 28.753 to 120.0 0.0 0.0 0.0 25 217.13 0.0117 0.0 10.070 0.118 Vel = 4.89 25 26.75 4.26 0.0 10.430 28.871 to 120.0 0.0 0.0 0.0 26 243.88 0.0144 0.0 10.430 0.150 Vel = 5.49 26 28.74 4.26 0.0 11.440 29.021 to 120.0 0.0 0.0 0.0 27 272.62 0.0177 0.0 11.440 0.203 Vel = 6.14 27 31.41 4.26 0.0 7.810 29.224 to 120.0 0.0 0.0 0.0 28 304.03 0.0218 0.0 7.810 0.170 Vel = 6.84 28 33.26 4.26 0.0 5.550 29.394 to 120.0 0.0 0.0 0.0 29 337.29 0.0263 0.0 5.550 0.146 Vel = 7.59 29 34.88 4.26 0.0 7.000 29.540 to 120.0 0.0 0.0 0.0 30 372.17 0.0316 0.0 7.000 0.221 Vel = 8.38 0.0 372.17 29.761 K Factor = 68.22 *NEW PATH 174 19.73 1.049 T 5.0 1.720 19.840 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 172 19.73 0.1269 0.0 6.720 0.853 Vel = 7.32 0.0 19.73 20.693 K Factor = 4.34 *NEW PATH 175 19.74 1.049 T 5.0 3.120 19.861 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 168 19.74 0.1270 0.0 8.120 1.031 Vel = 7.33 0.0 19.74 20.892 K Factor = 4.32 *NEW PATH 176 19.83 1.049 T 5.0 1.720 20.044 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 173 19.83 0.1280 0.0 6.720 0.860 Vel = 7.36 0.0 19.83 20.904 K Factor = 4.34 *NEW PATH 177 20.05 1.049 T 5.0 4.340 20.496 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 178 20.05 0.1307 0.0 9.340 1.221 Vel = 7.44 178 20.12 1.61 T 8.0 5.840 21.717 to 120.0 0.0 8.000 0.0 50 40.17 0.0587 0.0 13.840 0.813 Vel = 6.33 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 10 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 50 -15.34 2.635 E 8.237 3.920 22.530 to 120.0 0.0 8.237 0.0 51 24.83 0.0021 0.0 12.157 0.026 Vel = 1.46 51 0.0 4.26 0.0 4.000 22.556 to 120.0 0.0 0.0 1.732 52 24.83 0.0005 0.0 4.000 0.002 Vel = 0.56 52 0.0 2.635 E 8.237 5.200 24.290 to 120.0 0.0 8.237 0.0 53 24.83 0.0022 0.0 13.437 0.029 Vel = 1.46 53 43.03 2.635 2E 16.474 15.260 24.319 to 120.0 0.0 16.474 0.0 54 67.86 0.0141 0.0 31.734 0.446 Vel = 3.99 54 -33.69 2.635 0.0 9.290 24.765 to 120.0 0.0 0.0 0.0 55 34.17 0.0040 0.0 9.290 0.037 Vel = 2.01 55 0.0 1.61 E 4.0 23.590 24.802 to 120.0 0.0 4.000 0.0 146 34.17 0.0435 0.0 27.590 1.201 Vel = 5.38 146 0.0 1.61 0.0 12.000 26.003 to 120.0 0.0 0.0 0.0 147 34.17 0.0435 0.0 12.000 0.522 Vel = 5.38 147 0.0 1.61 0.0 12.000 26.525 to 120.0 0.0 0.0 0.0 148 34.17 0.0435 0.0 12.000 0.522 Vel = 5.38 148 0.0 1.61 0.0 12.000 27.047 to 120.0 0.0 0.0 0.0 149 34.17 0.0435 0.0 12.000 0.522 Vel = 5.38 149 0.0 1.61 0.0 8.000 27.569 to 120.0 0.0 0.0 0.0 150 34.17 0.0436 0.0 8.000 0.349 Vel = 5.38 150 0.0 1.61 T 8.0 34.180 27.918 to 120.0 0.0 8.000 0.0 19 34.17 0.0435 0.0 42.180 1.835 Vel = 5.38 19 2.19 4.26 0.0 9.290 29.753 to 120.0 0.0 0.0 0.0 20 36.36 0.0004 0.0 9.290 0.004 Vel = 0.82 20 36.07 4.26 0.0 9.860 29.757 to 120.0 0.0 0.0 0.0 21 72.43 0.0015 0.0 9.860 0.015 Vel = 1.63 21 45.54 4.26 2E 26.334 12.120 29.772 to 120.0 0.0 26.334 -1.299 22 117.97 0.0038 0.0 38.454 0.145 Vel = 2.66 0.0 117.97 28.618 K Factor = 22.05 *NEW PATH 179 20.12 1.049 T 5.0 3.120 20.648 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 178 20.12 0.1317 0.0 8.120 1.069 Vel = 7.47 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 11 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 20.12 21.717 K Factor = 4.32 *NEW PATH 171 10.34 1.61 0.0 3.000 20.645 to 120.0 0.0 0.0 0.0 167 10.34 0.0050 0.0 3.000 0.015 Vel = 1.63 0.0 10.34 20.660 K Factor = 2.27 *NEW PATH 87 13.13 1.61 0.0 11.010 27.379 to 120.0 0.0 0.0 0.0 130 13.13 0.0074 0.0 11.010 0.082 Vel = 2.07 130 0.0 1.61 0.0 9.960 27.461 to 120.0 0.0 0.0 0.0 129 13.13 0.0074 0.0 9.960 0.074 Vel = 2.07 129 0.0 1.61 0.0 14.000 27.535 to 120.0 0.0 0.0 0.0 128 13.13 0.0074 0.0 14.000 0.104 Vel = 2.07 128 0.0 1.61 0.0 14.000 27.639 to 120.0 0.0 0.0 0.0 132 13.13 0.0074 0.0 14.000 0.104 Vel = 2.07 132 0.0 1.61 T 8.0 25.200 27.743 to 120.0 0.0 8.000 0.0 13 13.13 0.0074 0.0 33.200 0.246 Vel = 2.07 13 -5.52 2.635 E 8.237 3.920 27.989 to 120.0 0.0 8.237 0.0 14 7.61 0.0002 0.0 12.157 0.003 Vel = 0.45 14 0.0 4.26 0.0 4.000 27.992 to 120.0 0.0 0.0 1.732 15 7.61 0.0 0.0 4.000 0.0 Vel = 0.17 15 0.0 2.635 E 8.237 5.200 29.724 to 120.0 0.0 8.237 0.0 16 7.61 0.0003 0.0 13.437 0.004 Vel = 0.45 16 -3.04 2.635 0.0 9.860 29.728 to 120.0 0.0 0.0 0.0 17 4.57 0.0001 0.0 9.860 0.001 Vel = 0.27 17 -2.38 2.635 0.0 9.290 29.729 to 120.0 0.0 0.0 0.0 18 2.19 0.0 0.0 9.290 0.0 Vel = 0.13 18 0.0 1.61 T 8.0 24.300 29.729 to 120.0 0.0 8.000 0.0 105 2.19 0.0003 0.0 32.300 0.009 Vel = 0.35 105 0.0 1.61 0.0 12.070 29.738 to 120.0 0.0 0.0 0.0 106 2.19 0.0002 0.0 12.070 0.003 Vel = 0.35 106 0.0 1.61 0.0 8.000 29.741 to 120.0 0.0 0.0 0.0 107 2.19 0.0002 0.0 8.000 0.002 Vel = 0.35 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 12 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 107 0.0 1.61 0.0 12.000 29.743 to 120.0 0.0 0.0 0.0 108 2.19 0.0002 0.0 12.000 0.003 Vel = 0.35 108 0.0 1.61 T 8.0 17.820 29.746 to 120.0 0.0 8.000 0.0 19 2.19 0.0003 0.0 25.820 0.007 Vel = 0.35 0.0 2.19 29.753 K Factor = 0.40 *NEW PATH 13 5.53 2.635 0.0 10.340 27.989 to 120.0 0.0 0.0 0.0 12 5.53 0.0001 0.0 10.340 0.001 Vel = 0.33 12 10.76 2.635 0.0 8.180 27.990 to 120.0 0.0 0.0 0.0 11 16.29 0.0011 0.0 8.180 0.009 Vel = 0.96 11 8.73 2.635 0.0 10.070 27.999 to 120.0 0.0 0.0 0.0 10 25.02 0.0022 0.0 10.070 0.022 Vel = 1.47 10 3.53 2.635 0.0 10.430 28.021 to 120.0 0.0 0.0 0.0 9 28.55 0.0029 0.0 10.430 0.030 Vel = 1.68 9 -0.36 2.635 0.0 11.440 28.051 to 120.0 0.0 0.0 0.0 8 28.19 0.0027 0.0 11.440 0.031 Vel = 1.66 8 -4.25 2.635 0.0 7.810 28.082 to 120.0 0.0 0.0 0.0 7 23.94 0.0020 0.0 7.810 0.016 Vel = 1.41 7 -6.35 2.635 0.0 5.550 28.098 to 120.0 0.0 0.0 0.0 6 17.59 0.0013 0.0 5.550 0.007 Vel = 1.03 6 -7.83 2.635 0.0 7.000 28.105 to 120.0 0.0 0.0 0.0 5 9.76 0.0003 0.0 7.000 0.002 Vel = 0.57 5 0.0 1.61 T 8.0 2.560 28.107 to 120.0 0.0 8.000 0.0 4 9.76 0.0044 0.0 10.560 0.046 Vel = 1.54 4 0.0 1.61 0.0 9.850 28.153 to 120.0 0.0 0.0 0.0 3 9.76 0.0043 0.0 9.850 0.042 Vel = 1.54 3 0.0 1.61 0.0 4.730 28.195 to 120.0 0.0 0.0 0.0 38 9.76 0.0042 0.0 4.730 0.020 Vel = 1.54 38 0.0 1.61 0.0 9.580 28.215 to 120.0 0.0 0.0 0.0 33 9.76 0.0043 0.0 9.580 0.041 Vel = 1.54 33 0.0 1.61 0.0 8.290 28.256 to 120.0 0.0 0.0 0.0 34 9.76 0.0043 0.0 8.290 0.036 Vel = 1.54 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 13 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 34 0.0 1.61 0.0 9.800 28.292 to 120.0 0.0 0.0 0.0 35 9.76 0.0043 0.0 9.800 0.042 Vel = 1.54 35 0.0 1.61 0.0 29.380 28.334 to 120.0 0.0 0.0 0.0 36 9.76 0.0043 0.0 29.380 0.126 Vel = 1.54 0.0 9.76 28.460 K Factor = 1.83 *NEW PATH 180 20.31 1.049 T 5.0 3.200 21.024 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 181 20.31 0.1338 0.0 8.200 1.097 Vel = 7.54 181 -2.69 1.61 0.0 6.830 22.121 to 120.0 0.0 0.0 0.0 182 17.62 0.0127 0.0 6.830 0.087 Vel = 2.78 182 20.46 1.61 T 8.0 2.160 22.208 to 120.0 0.0 8.000 0.0 49 38.08 0.0532 0.0 10.160 0.541 Vel = 6.00 0.0 38.08 22.749 K Factor = 7.98 *NEW PATH 183 20.32 1.049 T 5.0 3.030 21.050 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 184 20.32 0.1339 0.0 8.030 1.075 Vel = 7.54 184 2.68 1.61 0.0 10.270 22.125 to 120.0 0.0 0.0 0.0 185 23.0 0.0209 0.0 10.270 0.215 Vel = 3.62 185 20.42 1.61 0.0 77.110 22.340 to 120.0 0.0 0.0 0.0 86 43.42 0.0678 0.0 77.110 5.228 Vel = 6.84 86 -10.76 1.61 2T 16.0 1.000 27.568 to 120.0 0.0 16.000 0.433 23 32.66 0.0401 0.0 17.000 0.681 Vel = 5.15 0.0 32.66 28.682 K Factor = 6.10 *NEW PATH 186 20.42 1.049 T 5.0 2.950 21.265 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 185 20.42 0.1352 0.0 7.950 1.075 Vel = 7.58 0.0 20.42 22.340 K Factor = 4.32 *NEW PATH 187 20.46 1.049 T 5.0 1.350 21.347 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 182 20.46 0.1356 0.0 6.350 0.861 Vel = 7.60 0.0 20.46 22.208 K Factor = 4.34 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 14 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *NEW PATH 188 20.60 1.049 T 5.0 1.350 21.640 K Factor @ node EQ02 to 120.0 0.0 5.000 0.0 189 20.6 0.1373 0.0 6.350 0.872 Vel = 7.65 189 0.0 1.61 T 8.0 5.840 22.512 to 120.0 0.0 8.000 0.0 49 20.6 0.0171 0.0 13.840 0.237 Vel = 3.25 0.0 20.60 22.749 K Factor = 4.32 *NEW PATH 181 2.69 1.61 0.0 10.800 22.121 to 120.0 0.0 0.0 0.0 184 2.69 0.0004 0.0 10.800 0.004 Vel = 0.42 0.0 2.69 22.125 K Factor = 0.57 *NEW PATH 86 10.77 1.61 T 8.0 74.190 27.568 to 120.0 0.0 8.000 0.0 12 10.77 0.0051 0.0 82.190 0.422 Vel = 1.70 0.0 10.77 27.990 K Factor = 2.04 *NEW PATH 190 21.27 1.049 T 5.0 2.190 23.065 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 191 21.27 0.1459 0.0 7.190 1.049 Vel = 7.90 191 0.23 1.61 T 8.0 3.130 24.114 to 120.0 0.0 8.000 0.0 53 21.5 0.0184 0.0 11.130 0.205 Vel = 3.39 0.0 21.50 24.319 K Factor = 4.36 *NEW PATH 144 21.34 1.049 T 5.0 2.300 23.223 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 138 21.34 0.1467 0.0 7.300 1.071 Vel = 7.92 138 21.16 1.61 0.0 9.910 24.294 to 120.0 0.0 0.0 0.0 136 42.5 0.0651 0.0 9.910 0.645 Vel = 6.70 136 0.0 1.61 0.0 7.850 24.939 to 120.0 0.0 0.0 0.0 140 42.5 0.0652 0.0 7.850 0.512 Vel = 6.70 140 0.0 1.61 0.0 8.100 25.451 to 120.0 0.0 0.0 0.0 141 42.5 0.0652 0.0 8.100 0.528 Vel = 6.70 141 0.0 1.61 0.0 5.770 25.979 to 120.0 0.0 0.0 0.0 142 42.5 0.0650 0.0 5.770 0.375 Vel = 6.70 142 0.0 1.61 T 8.0 44.460 26.354 to 120.0 0.0 8.000 0.0 21 42.5 0.0652 0.0 52.460 3.418 Vel = 6.70 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 15 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 21 -45.53 1.61 T 8.0 11.580 29.772 to 120.0 0.0 8.000 0.0 92 -3.03 -0.0005 0.0 19.580 -0.009 Vel = 0.48 92 0.0 1.61 0.0 5.670 29.763 to 120.0 0.0 0.0 0.0 91 -3.03 -0.0005 0.0 5.670 -0.003 Vel = 0.48 91 0.0 1.61 0.0 6.570 29.760 to 120.0 0.0 0.0 0.0 90 -3.03 -0.0005 0.0 6.570 -0.003 Vel = 0.48 90 0.0 1.61 0.0 4.350 29.757 to 120.0 0.0 0.0 0.0 89 -3.03 -0.0007 0.0 4.350 -0.003 Vel = 0.48 89 0.0 1.61 0.0 9.550 29.754 to 120.0 0.0 0.0 0.0 97 -3.03 -0.0004 0.0 9.550 -0.004 Vel = 0.48 97 0.0 1.61 0.0 9.760 29.750 to 120.0 0.0 0.0 0.0 98 -3.03 -0.0005 0.0 9.760 -0.005 Vel = 0.48 98 0.0 1.61 0.0 8.340 29.745 to 120.0 0.0 0.0 0.0 99 -3.03 -0.0005 0.0 8.340 -0.004 Vel = 0.48 99 0.0 1.61 T 8.0 18.360 29.741 to 120.0 0.0 8.000 0.0 16 -3.03 -0.0005 0.0 26.360 -0.013 Vel = 0.48 0.0 -3.03 29.728 K Factor = -0.56 *NEW PATH 192 21.39 1.049 T 5.0 0.340 23.327 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 193 21.39 0.1472 0.0 5.340 0.786 Vel = 7.94 193 -0.23 1.61 0.0 10.060 24.113 to 120.0 0.0 0.0 0.0 138 21.16 0.0180 0.0 10.060 0.181 Vel = 3.33 0.0 21.16 24.294 K Factor = 4.29 *NEW PATH 194 21.54 1.049 E 2.0 1.140 23.653 K Factor @ node EQ01 to 120.0 0.0 2.000 0.0 195 21.54 0.1494 0.0 3.140 0.469 Vel = 8.00 195 0.0 1.61 T 8.0 2.640 24.122 to 120.0 0.0 8.000 0.0 53 21.54 0.0185 0.0 10.640 0.197 Vel = 3.39 0.0 21.54 24.319 K Factor = 4.37 *NEW PATH 193 0.23 1.61 0.0 17.880 24.113 to 120.0 0.0 0.0 0.0 191 0.23 0.0001 0.0 17.880 0.001 Vel = 0.04 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 16 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.23 24.114 K Factor = 0.05 *NEW PATH 196 21.05 1.61 T 8.0 1.840 23.033 K Factor @ node EQ03 to 120.0 0.0 8.000 0.0 48 21.05 0.0178 0.0 9.840 0.175 Vel = 3.32 48 -23.92 1.61 T 8.0 19.790 23.208 to 120.0 0.0 8.000 0.0 197 -2.87 -0.0005 0.0 27.790 -0.013 Vel = 0.45 197 21.13 1.61 0.0 10.270 23.195 K Factor @ node EQ03 to 120.0 0.0 0.0 0.0 198 18.26 0.0136 0.0 10.270 0.140 Vel = 2.88 198 21.19 1.61 0.0 77.110 23.335 K Factor @ node EQ03 to 120.0 0.0 0.0 0.0 85 39.45 0.0568 0.0 77.110 4.377 Vel = 6.22 85 -8.72 1.61 2T 16.0 1.000 27.712 to 120.0 0.0 16.000 0.433 24 30.73 0.0358 0.0 17.000 0.608 Vel = 4.84 0.0 30.73 28.753 K Factor = 5.73 *NEW PATH 85 8.72 1.61 T 8.0 74.200 27.712 to 120.0 0.0 8.000 0.0 11 8.72 0.0035 0.0 82.200 0.287 Vel = 1.37 0.0 8.72 27.999 K Factor = 1.65 *NEW PATH 54 33.69 1.61 T 8.0 22.480 24.765 to 120.0 0.0 8.000 0.0 162 33.69 0.0424 0.0 30.480 1.292 Vel = 5.31 162 0.0 1.61 0.0 13.100 26.057 to 120.0 0.0 0.0 0.0 161 33.69 0.0424 0.0 13.100 0.556 Vel = 5.31 161 0.0 1.61 0.0 12.000 26.613 to 120.0 0.0 0.0 0.0 157 33.69 0.0423 0.0 12.000 0.508 Vel = 5.31 157 0.0 1.61 0.0 12.000 27.121 to 120.0 0.0 0.0 0.0 158 33.69 0.0424 0.0 12.000 0.509 Vel = 5.31 158 0.0 1.61 0.0 8.000 27.630 to 120.0 0.0 0.0 0.0 159 33.69 0.0424 0.0 8.000 0.339 Vel = 5.31 159 0.0 1.61 T 8.0 34.180 27.969 to 120.0 0.0 8.000 0.0 20 33.69 0.0424 0.0 42.180 1.788 Vel = 5.31 20 -36.07 1.61 T 8.0 10.910 29.757 to 120.0 0.0 8.000 0.0 114 -2.38 -0.0003 0.0 18.910 -0.006 Vel = 0.38 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 17 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 114 0.0 1.61 0.0 6.000 29.751 to 120.0 0.0 0.0 0.0 113 -2.38 -0.0003 0.0 6.000 -0.002 Vel = 0.38 113 0.0 1.61 0.0 2.620 29.749 to 120.0 0.0 0.0 0.0 112 -2.38 -0.0004 0.0 2.620 -0.001 Vel = 0.38 112 0.0 1.61 0.0 4.790 29.748 to 120.0 0.0 0.0 0.0 111 -2.38 -0.0002 0.0 4.790 -0.001 Vel = 0.38 111 0.0 1.61 0.0 5.500 29.747 to 120.0 0.0 0.0 0.0 110 -2.38 -0.0004 0.0 5.500 -0.002 Vel = 0.38 110 0.0 1.61 0.0 8.000 29.745 to 120.0 0.0 0.0 0.0 118 -2.38 -0.0002 0.0 8.000 -0.002 Vel = 0.38 118 0.0 1.61 0.0 12.070 29.743 to 120.0 0.0 0.0 0.0 119 -2.38 -0.0003 0.0 12.070 -0.004 Vel = 0.38 119 0.0 1.61 T 8.0 24.300 29.739 to 120.0 0.0 8.000 0.0 17 -2.38 -0.0003 0.0 32.300 -0.010 Vel = 0.38 0.0 -2.38 29.729 K Factor = -0.44 *NEW PATH 47 30.28 1.61 T 8.0 107.160 23.959 to 120.0 0.0 8.000 0.0 84 30.28 0.0348 0.0 115.160 4.008 Vel = 4.77 84 -3.53 1.61 2T 16.0 1.000 27.967 to 120.0 0.0 16.000 0.433 25 26.75 0.0277 0.0 17.000 0.471 Vel = 4.22 0.0 26.75 28.871 K Factor = 4.98 *NEW PATH 84 3.53 1.61 T 8.0 74.200 27.967 to 120.0 0.0 8.000 0.0 10 3.53 0.0007 0.0 82.200 0.054 Vel = 0.56 0.0 3.53 28.021 K Factor = 0.67 *NEW PATH 46 28.38 1.61 T 8.0 107.170 24.497 to 120.0 0.0 8.000 0.0 83 28.38 0.0309 0.0 115.170 3.554 Vel = 4.47 83 0.36 1.61 2T 16.0 1.000 28.051 to 120.0 0.0 16.000 0.433 26 28.74 0.0316 0.0 17.000 0.537 Vel = 4.53 0.0 28.74 29.021 K Factor = 5.33 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 18 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *NEW PATH 9 0.36 1.61 T 8.0 74.200 28.051 to 120.0 0.0 8.000 0.0 83 0.36 0.0 0.0 82.200 0.0 Vel = 0.06 0.0 0.36 28.051 K Factor = 0.07 *NEW PATH 45 27.16 1.61 T 8.0 107.150 24.881 to 120.0 0.0 8.000 0.0 63 27.16 0.0285 0.0 115.150 3.277 Vel = 4.28 63 4.26 1.61 2T 16.0 1.000 28.158 to 120.0 0.0 16.000 0.433 27 31.42 0.0372 0.0 17.000 0.633 Vel = 4.95 0.0 31.42 29.224 K Factor = 5.81 *NEW PATH 8 4.26 1.61 T 8.0 7.280 28.082 to 120.0 0.0 8.000 0.0 58 4.26 0.0009 0.0 15.280 0.014 Vel = 0.67 58 0.0 1.61 0.0 5.120 28.096 to 120.0 0.0 0.0 0.0 57 4.26 0.0010 0.0 5.120 0.005 Vel = 0.67 57 0.0 1.61 0.0 9.040 28.101 to 120.0 0.0 0.0 0.0 60 4.26 0.0009 0.0 9.040 0.008 Vel = 0.67 60 0.0 1.61 0.0 14.000 28.109 to 120.0 0.0 0.0 0.0 61 4.26 0.0009 0.0 14.000 0.013 Vel = 0.67 61 0.0 1.61 0.0 8.940 28.122 to 120.0 0.0 0.0 0.0 62 4.26 0.0009 0.0 8.940 0.008 Vel = 0.67 62 0.0 1.61 0.0 29.800 28.130 to 120.0 0.0 0.0 0.0 63 4.26 0.0009 0.0 29.800 0.028 Vel = 0.67 0.0 4.26 28.158 K Factor = 0.80 *NEW PATH 44 26.91 1.61 T 8.0 107.170 25.035 to 120.0 0.0 8.000 0.0 82 26.91 0.0280 0.0 115.170 3.222 Vel = 4.24 82 6.35 1.61 2T 16.0 1.000 28.257 to 120.0 0.0 16.000 0.433 28 33.26 0.0414 0.0 17.000 0.704 Vel = 5.24 0.0 33.26 29.394 K Factor = 6.13 *NEW PATH 7 6.35 1.61 T 8.0 11.710 28.098 to 120.0 0.0 8.000 0.0 79 6.35 0.0019 0.0 19.710 0.038 Vel = 1.00 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 19 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 79 0.0 1.61 0.0 10.000 28.136 to 120.0 0.0 0.0 0.0 80 6.35 0.0020 0.0 10.000 0.020 Vel = 1.00 80 0.0 1.61 0.0 14.000 28.156 to 120.0 0.0 0.0 0.0 81 6.35 0.0019 0.0 14.000 0.027 Vel = 1.00 81 0.0 1.61 0.0 38.480 28.183 to 120.0 0.0 0.0 0.0 82 6.35 0.0019 0.0 38.480 0.074 Vel = 1.00 0.0 6.35 28.257 K Factor = 1.19 *NEW PATH 43 27.04 1.61 T 8.0 107.180 25.087 to 120.0 0.0 8.000 0.0 73 27.04 0.0282 0.0 115.180 3.252 Vel = 4.26 73 7.83 1.61 2T 16.0 1.000 28.339 to 120.0 0.0 16.000 0.433 29 34.87 0.0452 0.0 17.000 0.768 Vel = 5.50 0.0 34.87 29.540 K Factor = 6.42 *NEW PATH 6 7.83 1.61 T 8.0 5.900 28.105 to 120.0 0.0 8.000 0.0 69 7.83 0.0028 0.0 13.900 0.039 Vel = 1.23 69 0.0 1.61 0.0 14.230 28.144 to 120.0 0.0 0.0 0.0 75 7.83 0.0029 0.0 14.230 0.041 Vel = 1.23 75 0.0 1.61 0.0 6.590 28.185 to 120.0 0.0 0.0 0.0 71 7.83 0.0029 0.0 6.590 0.019 Vel = 1.23 71 0.0 1.61 0.0 8.290 28.204 to 120.0 0.0 0.0 0.0 72 7.83 0.0028 0.0 8.290 0.023 Vel = 1.23 72 0.0 1.61 0.0 39.180 28.227 to 120.0 0.0 0.0 0.0 73 7.83 0.0029 0.0 39.180 0.112 Vel = 1.23 0.0 7.83 28.339 K Factor = 1.47 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection 1062 Central Avenue Albany, NY, 12205 518-275-0791 Job Name : 2108312_CALCS Building : 1 Location : CORTLAND MOB System : 5 Contract : Data File : 2108312_CALCS Area 5.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Hydraulic Calculation #5 RAN Fire Protection Page 1 2108312_CALCS Date HYDRAULIC CALCULATIONS for Project name:2108312_CALCS Location:CORTLAND MOB Drawing no:1 Date:09/16/2021 Design Remote area number:5 Remote area location:UPPER LEFT HAND CORNER IN STORAGE AND OFFICES Occupancy classification:LIGHT HAZARD Density:0.1 - Gpm/SqFt Area of application:1556 - SqFt Coverage per sprinkler:196 - SqFt Type of sprinklers calculated:K-5.6 PENDENT QR No. of sprinklers calculated:20 In-rack demand: - GPM Hose streams:100 - GPM Total water required (including hose streams):508.655 - GPM @ 62.925 - Psi Type of system:WET Volume of dry or preaction system: - Gal Water supply information Date: Location: Source: Name of contractor:RAN Fire Protection Address:1062 Central Avenue / / Albany, NY, 12205 Phone number:518-275-0791 Name of designer: Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.)THE SAFETY FACTOR OF THIS CALCULATION IS 23.83 Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 2 2108312_CALCS Date 10 20 30 40 E 50 R 60 U 70 S 80 S 90 E 100 R 110 P 120 130 140 150 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) City Water Supply:Demand: C1 C2 C1 - Static Pressure : 90 C2 - Residual Pressure: 73 C2 - Residual Flow : 1244 D1 - Elevation : 6.496 D2 - System Flow : 408.655 D2 - System Pressure : 62.925 Hose ( Demand ) : 100 D3 - System Demand : 508.655 Safety Margin : 23.825 D1 D2 D3 Water Supply Curve C Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 3 2108312_CALCS Date Fitting Legend Abbrev.Name ½¾11¼1½22½33½456810121416182024 Aty Alarm Tyco AV-1 14 23 24 23 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10121517202530355060718191101121 Zai Ames 4000SS Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Fittings Used Summary Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 4 2108312_CALCS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. DP01 14.0 5.6 12.25 na 19.6 0.1 196 7.0 EQ01 15.0 19.59 na DP02 14.0 5.6 12.25 na 19.6 0.1 196 7.0 EQ02 15.0 19.97 na 199 15.0 K = K @ EQ01 19.59 na 19.6 200 15.0 20.6 na 63 15.0 28.62 na 27 14.0 30.41 na 28 14.0 30.54 na 29 14.0 30.67 na 30 14.0 30.88 na 93 14.0 31.47 na 31 -8.0 54.13 na 100.0 94 -8.0 57.19 na 1 -8.0 58.95 na TEST 0.0 62.92 na 201 15.0 K = K @ EQ01 19.87 na 19.74 202 15.0 20.58 na 203 15.0 K = K @ EQ02 21.28 na 20.24 45 15.0 23.55 na 46 15.0 24.76 na 47 15.0 25.57 na 48 15.0 26.12 na 49 15.0 26.42 na 50 15.0 26.67 na 51 15.0 26.84 na 52 11.0 28.57 na 53 11.0 28.76 na 54 11.0 28.96 na 55 11.0 28.98 na 146 11.0 29.52 na 147 11.0 29.76 na 148 11.0 29.99 na 149 11.0 30.23 na 150 11.0 30.39 na 19 11.0 31.22 na 20 11.0 31.22 na 21 11.0 31.23 na 22 14.0 30.02 na 23 14.0 30.05 na 24 14.0 30.1 na 25 14.0 30.16 na 26 14.0 30.26 na 204 15.0 K = K @ EQ02 20.28 na 19.75 205 15.0 K = K @ EQ02 20.16 na 19.69 206 15.0 K = K @ EQ02 20.16 na 19.69 207 15.0 K = K @ EQ02 20.29 na 19.76 208 15.0 K = K @ EQ01 23.3 na 21.38 44 15.0 23.32 na 43 15.0 23.25 na 42 15.0 23.16 na 209 15.0 23.0 na 62 15.0 28.8 na 61 15.0 28.86 na 60 15.0 28.94 na 57 15.0 29.0 na 58 15.0 29.03 na 8 15.0 29.13 na 9 15.0 29.15 na 10 15.0 29.17 na 11 15.0 29.19 na Pressure / Flow Summary - STANDARD Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 5 2108312_CALCS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 12 15.0 29.2 na 13 15.0 29.22 na 14 15.0 29.24 na 15 11.0 30.97 na 16 11.0 31.0 na 17 11.0 31.0 na 18 11.0 31.01 na 105 11.0 31.08 na 106 11.0 31.11 na 107 11.0 31.13 na 108 11.0 31.16 na 7 15.0 29.12 na 6 15.0 29.12 na 5 15.0 29.12 na 4 15.0 29.1 na 3 15.0 29.07 na 38 15.0 29.06 na 33 15.0 29.04 na 34 15.0 29.02 na 35 15.0 29.0 na 36 15.0 28.94 na 210 15.0 K = K @ EQ01 20.77 na 20.18 211 15.0 20.78 na 212 15.0 21.89 na 213 15.0 22.19 na 214 15.0 K = K @ EQ01 20.8 na 20.2 215 15.0 21.78 na 216 15.0 K = K @ EQ01 20.9 na 20.25 217 15.0 21.79 na 218 15.0 22.06 na 219 15.0 K = K @ EQ01 21.17 na 20.37 220 15.0 K = K @ EQ01 21.46 na 20.51 221 15.0 K = K @ EQ01 21.98 na 20.76 222 15.0 K = K @ EQ01 22.35 na 20.94 223 15.0 23.25 na 224 15.0 23.47 na 73 15.0 29.12 na 225 15.0 K = K @ EQ01 22.56 na 21.03 69 15.0 29.12 na 75 15.0 29.12 na 71 15.0 29.12 na 72 15.0 29.12 na 226 15.0 K = K @ EQ02 23.17 na 21.12 227 15.0 K = K @ EQ02 23.1 na 21.08 228 15.0 K = K @ EQ02 23.12 na 21.09 229 15.0 K = K @ EQ02 23.51 na 21.27 82 15.0 29.0 na 81 15.0 29.06 na 80 15.0 29.08 na 79 15.0 29.09 na 83 15.0 29.15 na 84 15.0 29.17 na 197 15.0 26.86 na 198 15.0 27.13 na 85 15.0 29.19 na 182 15.0 26.67 na 181 15.0 26.83 na 184 15.0 27.09 na 185 15.0 27.34 na 86 15.0 29.2 na 168 15.0 26.9 na Flow Summary - Standard Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 6 2108312_CALCS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 167 15.0 27.05 na 171 15.0 27.11 na 172 15.0 27.38 na 173 15.0 27.52 na 87 15.0 29.22 na 130 15.0 29.22 na 129 15.0 29.22 na 128 15.0 29.22 na 132 15.0 29.22 na 191 11.0 28.98 na 193 11.0 29.34 na 138 11.0 29.54 na 136 11.0 29.74 na 140 11.0 29.9 na 141 11.0 30.06 na 142 11.0 30.18 na 92 11.0 31.18 na 91 11.0 31.17 na 90 11.0 31.15 na 89 11.0 31.14 na 97 11.0 31.11 na 98 11.0 31.09 na 99 11.0 31.07 na 162 11.0 29.55 na 161 11.0 29.8 na 157 11.0 30.03 na 158 11.0 30.26 na 159 11.0 30.41 na 114 11.0 31.18 na 113 11.0 31.16 na 112 11.0 31.16 na 111 11.0 31.14 na 110 11.0 31.13 na 118 11.0 31.11 na 119 11.0 31.08 na The maximum velocity is 12.46 and it occurs in the pipe between nodes 203 and 45 Flow Summary - Standard Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 7 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *EQUIVALENT K'S DP01 19.60 1.049 E 2.0 60.000 12.250 K Factor = 5.60 to 120.0 0.0 2.000 -0.433 EQ01 19.6 0.1254 0.0 62.000 7.772 Vel = 7.28 0.0 19.60 19.589 K Factor = 4.43 DP02 19.60 1.049 T 5.0 60.000 12.250 K Factor = 5.60 to 120.0 0.0 5.000 -0.433 EQ02 19.6 0.1254 0.0 65.000 8.148 Vel = 7.28 0.0 19.60 19.965 K Factor = 4.39 *REMOTE HEAD TO SUPPLY 199 19.60 1.049 T 5.0 3.070 19.589 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 200 19.6 0.1254 0.0 8.070 1.012 Vel = 7.28 200 39.79 1.61 0.0 66.230 20.601 to 120.0 0.0 0.0 0.0 63 59.39 0.1210 0.0 66.230 8.014 Vel = 9.36 63 -11.95 1.61 2T 16.0 1.000 28.615 to 120.0 0.0 16.000 0.433 27 47.44 0.0799 0.0 17.000 1.358 Vel = 7.48 27 225.74 4.26 0.0 7.810 30.406 to 120.0 0.0 0.0 0.0 28 273.18 0.0178 0.0 7.810 0.139 Vel = 6.15 28 42.50 4.26 0.0 5.550 30.545 to 120.0 0.0 0.0 0.0 29 315.68 0.0232 0.0 5.550 0.129 Vel = 7.11 29 42.73 4.26 0.0 7.000 30.674 to 120.0 0.0 0.0 0.0 30 358.41 0.0294 0.0 7.000 0.206 Vel = 8.07 30 50.25 4.26 E 13.167 2.420 30.880 to 120.0 0.0 13.167 0.0 93 408.66 0.0375 0.0 15.587 0.585 Vel = 9.20 93 0.0 4.26 E 13.167 22.000 31.465 to 120.0 B 15.8 59.251 19.618 * Fixed Loss = 10.09 31 408.66 0.0375 Aty 30.284 81.251 3.050 Vel = 9.20 Zai 0.0 31 100.00 6.16 2E 40.168 395.000 54.133 Qa = 100 to 140.0 0.0 40.168 0.0 94 508.66 0.0070 0.0 435.168 3.056 Vel = 5.48 94 0.0 6.16 Fsp 0.0 108.610 57.189 to 140.0 0.0 0.0 1.000 * Fixed Loss = 1 1 508.66 0.0070 0.0 108.610 0.763 Vel = 5.48 1 0.0 6.16 4E 80.336 979.000 58.952 to 140.0 0.0 80.336 -3.465 TEST 508.66 0.0070 0.0 1059.336 7.438 Vel = 5.48 0.0 508.66 62.925 K Factor = 64.12 Final Calculations - Hazen-Williams - 2007 Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 8 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *NEW PATH 201 19.74 1.049 T 5.0 0.590 19.868 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 202 19.74 0.1270 0.0 5.590 0.710 Vel = 7.33 202 39.10 1.61 0.0 5.930 20.578 to 120.0 0.0 0.0 0.0 203 58.84 0.1189 0.0 5.930 0.705 Vel = 9.27 203 20.24 1.61 T 8.0 3.050 21.283 K Factor @ node EQ02 to 120.0 0.0 8.000 0.0 45 79.08 0.2055 0.0 11.050 2.271 Vel = 12.46 45 122.86 2.635 0.0 11.440 23.554 to 120.0 0.0 0.0 0.0 46 201.94 0.1057 0.0 11.440 1.209 Vel = 11.88 46 -31.81 2.635 0.0 10.430 24.763 to 120.0 0.0 0.0 0.0 47 170.13 0.0770 0.0 10.430 0.803 Vel = 10.01 47 -28.61 2.635 0.0 10.070 25.566 to 120.0 0.0 0.0 0.0 48 141.52 0.0547 0.0 10.070 0.551 Vel = 8.33 48 -26.23 2.635 0.0 8.180 26.117 to 120.0 0.0 0.0 0.0 49 115.29 0.0375 0.0 8.180 0.307 Vel = 6.78 49 -24.84 2.635 0.0 10.340 26.424 to 120.0 0.0 0.0 0.0 50 90.45 0.0239 0.0 10.340 0.247 Vel = 5.32 50 -23.70 2.635 E 8.237 3.920 26.671 to 120.0 0.0 8.237 0.0 51 66.75 0.0137 0.0 12.157 0.166 Vel = 3.93 51 0.0 4.26 0.0 4.000 26.837 to 120.0 0.0 0.0 1.732 52 66.75 0.0015 0.0 4.000 0.006 Vel = 1.50 52 0.0 2.635 E 8.237 5.200 28.575 to 120.0 0.0 8.237 0.0 53 66.75 0.0136 0.0 13.437 0.183 Vel = 3.93 53 -22.51 2.635 2E 16.474 15.260 28.758 to 120.0 0.0 16.474 0.0 54 44.24 0.0064 0.0 31.734 0.202 Vel = 2.60 54 -21.96 2.635 0.0 9.290 28.960 to 120.0 0.0 0.0 0.0 55 22.28 0.0018 0.0 9.290 0.017 Vel = 1.31 55 0.0 1.61 E 4.0 23.590 28.977 to 120.0 0.0 4.000 0.0 146 22.28 0.0197 0.0 27.590 0.544 Vel = 3.51 146 0.0 1.61 0.0 12.000 29.521 to 120.0 0.0 0.0 0.0 147 22.28 0.0198 0.0 12.000 0.237 Vel = 3.51 147 0.0 1.61 0.0 12.000 29.758 to 120.0 0.0 0.0 0.0 148 22.28 0.0197 0.0 12.000 0.236 Vel = 3.51 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 9 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 148 0.0 1.61 0.0 12.000 29.994 to 120.0 0.0 0.0 0.0 149 22.28 0.0198 0.0 12.000 0.237 Vel = 3.51 149 0.0 1.61 0.0 8.000 30.231 to 120.0 0.0 0.0 0.0 150 22.28 0.0196 0.0 8.000 0.157 Vel = 3.51 150 0.0 1.61 T 8.0 34.180 30.388 to 120.0 0.0 8.000 0.0 19 22.28 0.0197 0.0 42.180 0.832 Vel = 3.51 19 7.09 4.26 0.0 9.290 31.220 to 120.0 0.0 0.0 0.0 20 29.37 0.0003 0.0 9.290 0.003 Vel = 0.66 20 29.15 4.26 0.0 9.860 31.223 to 120.0 0.0 0.0 0.0 21 58.52 0.0010 0.0 9.860 0.010 Vel = 1.32 21 29.99 4.26 2E 26.334 12.120 31.233 to 120.0 0.0 26.334 -1.299 22 88.51 0.0022 0.0 38.454 0.085 Vel = 1.99 22 23.40 4.26 0.0 10.340 30.019 to 120.0 0.0 0.0 0.0 23 111.91 0.0034 0.0 10.340 0.035 Vel = 2.52 23 25.12 4.26 0.0 8.180 30.054 to 120.0 0.0 0.0 0.0 24 137.03 0.0050 0.0 8.180 0.041 Vel = 3.08 24 26.80 4.26 0.0 10.070 30.095 to 120.0 0.0 0.0 0.0 25 163.83 0.0070 0.0 10.070 0.070 Vel = 3.69 25 29.35 4.26 0.0 10.430 30.165 to 120.0 0.0 0.0 0.0 26 193.18 0.0094 0.0 10.430 0.098 Vel = 4.35 26 32.55 4.26 0.0 11.440 30.263 to 120.0 0.0 0.0 0.0 27 225.73 0.0125 0.0 11.440 0.143 Vel = 5.08 0.0 225.73 30.406 K Factor = 40.94 *NEW PATH 202 -39.10 1.61 0.0 5.380 20.578 to 120.0 0.0 0.0 0.0 204 -39.1 -0.0559 0.0 5.380 -0.301 Vel = 6.16 204 19.75 1.61 0.0 8.000 20.277 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 205 -19.35 -0.0151 0.0 8.000 -0.121 Vel = 3.05 205 19.69 1.61 0.0 5.090 20.156 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 206 0.34 0.0 0.0 5.090 0.0 Vel = 0.05 206 19.70 1.61 0.0 8.000 20.156 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 207 20.04 0.0161 0.0 8.000 0.129 Vel = 3.16 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 10 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 207 19.75 1.61 0.0 5.470 20.285 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 200 39.79 0.0578 0.0 5.470 0.316 Vel = 6.27 0.0 39.79 20.601 K Factor = 8.77 *NEW PATH 208 21.38 1.61 T 8.0 5.840 23.301 K Factor @ node EQ01 to 120.0 0.0 8.000 0.0 45 21.38 0.0183 0.0 13.840 0.253 Vel = 3.37 45 -122.87 2.635 0.0 7.810 23.554 to 120.0 0.0 0.0 0.0 44 -101.49 -0.0297 0.0 7.810 -0.232 Vel = 5.97 44 36.63 2.635 0.0 5.550 23.322 to 120.0 0.0 0.0 0.0 43 -64.86 -0.0128 0.0 5.550 -0.071 Vel = 3.82 43 -0.32 2.635 0.0 7.000 23.251 to 120.0 0.0 0.0 0.0 42 -65.18 -0.0131 0.0 7.000 -0.092 Vel = 3.83 42 44.42 1.61 T 8.0 0.940 23.159 to 120.0 0.0 8.000 0.0 209 -20.76 -0.0172 0.0 8.940 -0.154 Vel = 3.27 0.0 -20.76 23.005 K Factor = -4.33 *NEW PATH 63 11.95 1.61 0.0 29.800 28.615 to 120.0 0.0 0.0 0.0 62 11.95 0.0062 0.0 29.800 0.186 Vel = 1.88 62 0.0 1.61 0.0 8.940 28.801 to 120.0 0.0 0.0 0.0 61 11.95 0.0062 0.0 8.940 0.055 Vel = 1.88 61 0.0 1.61 0.0 14.000 28.856 to 120.0 0.0 0.0 0.0 60 11.95 0.0063 0.0 14.000 0.088 Vel = 1.88 60 0.0 1.61 0.0 9.040 28.944 to 120.0 0.0 0.0 0.0 57 11.95 0.0062 0.0 9.040 0.056 Vel = 1.88 57 0.0 1.61 0.0 5.120 29.000 to 120.0 0.0 0.0 0.0 58 11.95 0.0062 0.0 5.120 0.032 Vel = 1.88 58 0.0 1.61 T 8.0 7.280 29.032 to 120.0 0.0 8.000 0.0 8 11.95 0.0062 0.0 15.280 0.095 Vel = 1.88 8 11.84 2.635 0.0 11.440 29.127 to 120.0 0.0 0.0 0.0 9 23.79 0.0020 0.0 11.440 0.023 Vel = 1.40 9 -0.74 2.635 0.0 10.430 29.150 to 120.0 0.0 0.0 0.0 10 23.05 0.0019 0.0 10.430 0.020 Vel = 1.36 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 11 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 10 -0.75 2.635 0.0 10.070 29.170 to 120.0 0.0 0.0 0.0 11 22.3 0.0018 0.0 10.070 0.018 Vel = 1.31 11 -0.57 2.635 0.0 8.180 29.188 to 120.0 0.0 0.0 0.0 12 21.73 0.0017 0.0 8.180 0.014 Vel = 1.28 12 -0.27 2.635 0.0 10.340 29.202 to 120.0 0.0 0.0 0.0 13 21.46 0.0016 0.0 10.340 0.017 Vel = 1.26 13 0.30 2.635 E 8.237 3.920 29.219 to 120.0 0.0 8.237 0.0 14 21.76 0.0017 0.0 12.157 0.021 Vel = 1.28 14 0.0 4.26 0.0 4.000 29.240 to 120.0 0.0 0.0 1.732 15 21.76 0.0002 0.0 4.000 0.001 Vel = 0.49 15 0.0 2.635 E 8.237 5.200 30.973 to 120.0 0.0 8.237 0.0 16 21.76 0.0017 0.0 13.437 0.023 Vel = 1.28 16 -7.49 2.635 0.0 9.860 30.996 to 120.0 0.0 0.0 0.0 17 14.27 0.0008 0.0 9.860 0.008 Vel = 0.84 17 -7.18 2.635 0.0 9.290 31.004 to 120.0 0.0 0.0 0.0 18 7.09 0.0002 0.0 9.290 0.002 Vel = 0.42 18 0.0 1.61 T 8.0 24.300 31.006 to 120.0 0.0 8.000 0.0 105 7.09 0.0024 0.0 32.300 0.077 Vel = 1.12 105 0.0 1.61 0.0 12.070 31.083 to 120.0 0.0 0.0 0.0 106 7.09 0.0024 0.0 12.070 0.029 Vel = 1.12 106 0.0 1.61 0.0 8.000 31.112 to 120.0 0.0 0.0 0.0 107 7.09 0.0022 0.0 8.000 0.018 Vel = 1.12 107 0.0 1.61 0.0 12.000 31.130 to 120.0 0.0 0.0 0.0 108 7.09 0.0024 0.0 12.000 0.029 Vel = 1.12 108 0.0 1.61 T 8.0 17.820 31.159 to 120.0 0.0 8.000 0.0 19 7.09 0.0024 0.0 25.820 0.061 Vel = 1.12 0.0 7.09 31.220 K Factor = 1.27 *NEW PATH 8 -11.84 2.635 0.0 7.810 29.127 to 120.0 0.0 0.0 0.0 7 -11.84 -0.0005 0.0 7.810 -0.004 Vel = 0.70 7 5.42 2.635 0.0 5.550 29.123 to 120.0 0.0 0.0 0.0 6 -6.42 -0.0002 0.0 5.550 -0.001 Vel = 0.38 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 12 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 6 -0.43 2.635 0.0 7.000 29.122 to 120.0 0.0 0.0 0.0 5 -6.85 -0.0003 0.0 7.000 -0.002 Vel = 0.40 5 0.0 1.61 T 8.0 2.560 29.120 to 120.0 0.0 8.000 0.0 4 -6.85 -0.0022 0.0 10.560 -0.023 Vel = 1.08 4 0.0 1.61 0.0 9.850 29.097 to 120.0 0.0 0.0 0.0 3 -6.85 -0.0022 0.0 9.850 -0.022 Vel = 1.08 3 0.0 1.61 0.0 4.730 29.075 to 120.0 0.0 0.0 0.0 38 -6.85 -0.0023 0.0 4.730 -0.011 Vel = 1.08 38 0.0 1.61 0.0 9.580 29.064 to 120.0 0.0 0.0 0.0 33 -6.85 -0.0022 0.0 9.580 -0.021 Vel = 1.08 33 0.0 1.61 0.0 8.290 29.043 to 120.0 0.0 0.0 0.0 34 -6.85 -0.0022 0.0 8.290 -0.018 Vel = 1.08 34 0.0 1.61 0.0 9.800 29.025 to 120.0 0.0 0.0 0.0 35 -6.85 -0.0022 0.0 9.800 -0.022 Vel = 1.08 35 0.0 1.61 0.0 29.380 29.003 to 120.0 0.0 0.0 0.0 36 -6.85 -0.0022 0.0 29.380 -0.066 Vel = 1.08 36 57.10 1.61 2T 16.0 1.000 28.937 to 120.0 0.0 16.000 0.433 30 50.25 0.0888 0.0 17.000 1.510 Vel = 7.92 0.0 50.25 30.880 K Factor = 9.04 *NEW PATH 210 20.18 1.61 0.0 0.050 20.774 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 211 20.18 0.0200 0.0 0.050 0.001 Vel = 3.18 211 0.0 1.049 E 2.0 1.390 20.775 to 120.0 T 5.0 7.000 0.0 212 20.18 0.1323 0.0 8.390 1.110 Vel = 7.49 212 16.41 1.61 0.0 6.190 21.885 to 120.0 0.0 0.0 0.0 213 36.59 0.0494 0.0 6.190 0.306 Vel = 5.77 213 20.51 1.61 0.0 59.960 22.191 to 120.0 0.0 0.0 0.0 36 57.1 0.1125 0.0 59.960 6.746 Vel = 9.00 0.0 57.10 28.937 K Factor = 10.61 *NEW PATH 214 20.20 1.049 T 5.0 2.360 20.803 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 215 20.2 0.1325 0.0 7.360 0.975 Vel = 7.50 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 13 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 215 -3.80 1.61 0.0 9.600 21.778 to 120.0 0.0 0.0 0.0 212 16.4 0.0111 0.0 9.600 0.107 Vel = 2.58 0.0 16.40 21.885 K Factor = 3.51 *NEW PATH 216 20.25 1.049 T 5.0 1.640 20.903 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 217 20.25 0.1331 0.0 6.640 0.884 Vel = 7.52 217 3.79 1.61 0.0 12.000 21.787 to 120.0 0.0 0.0 0.0 218 24.04 0.0227 0.0 12.000 0.272 Vel = 3.79 218 20.38 1.61 T 8.0 7.560 22.059 to 120.0 0.0 8.000 0.0 42 44.42 0.0707 0.0 15.560 1.100 Vel = 7.00 0.0 44.42 23.159 K Factor = 9.23 *NEW PATH 219 20.37 1.049 T 5.0 1.640 21.165 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 218 20.37 0.1346 0.0 6.640 0.894 Vel = 7.56 0.0 20.37 22.059 K Factor = 4.34 *NEW PATH 220 20.51 1.049 T 5.0 0.360 21.460 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 213 20.51 0.1364 0.0 5.360 0.731 Vel = 7.61 0.0 20.51 22.191 K Factor = 4.35 *NEW PATH 215 3.80 1.61 0.0 11.870 21.778 to 120.0 0.0 0.0 0.0 217 3.8 0.0008 0.0 11.870 0.009 Vel = 0.60 0.0 3.80 21.787 K Factor = 0.81 *NEW PATH 221 20.76 1.049 T 5.0 2.360 21.978 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 209 20.76 0.1395 0.0 7.360 1.027 Vel = 7.71 0.0 20.76 23.005 K Factor = 4.33 *NEW PATH 222 20.94 1.049 T 5.0 1.360 22.350 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 223 20.94 0.1417 0.0 6.360 0.901 Vel = 7.77 223 0.31 1.61 0.0 12.000 23.251 to 120.0 0.0 0.0 0.0 224 21.25 0.0181 0.0 12.000 0.217 Vel = 3.35 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 14 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 224 21.03 1.61 0.0 87.620 23.468 to 120.0 0.0 0.0 0.0 73 42.28 0.0645 0.0 87.620 5.655 Vel = 6.66 73 0.44 1.61 2T 16.0 1.000 29.123 to 120.0 0.0 16.000 0.433 29 42.72 0.0658 0.0 17.000 1.118 Vel = 6.73 0.0 42.72 30.674 K Factor = 7.71 *NEW PATH 225 21.03 1.049 T 5.0 1.360 22.559 K Factor @ node EQ01 to 120.0 0.0 5.000 0.0 224 21.03 0.1429 0.0 6.360 0.909 Vel = 7.81 0.0 21.03 23.468 K Factor = 4.34 *NEW PATH 43 0.32 1.61 T 8.0 7.560 23.251 to 120.0 0.0 8.000 0.0 223 0.32 0.0 0.0 15.560 0.0 Vel = 0.05 0.0 0.32 23.251 K Factor = 0.07 *NEW PATH 6 0.44 1.61 T 8.0 5.900 29.122 to 120.0 0.0 8.000 0.0 69 0.44 0.0 0.0 13.900 0.0 Vel = 0.07 69 0.0 1.61 0.0 14.230 29.122 to 120.0 0.0 0.0 0.0 75 0.44 0.0 0.0 14.230 0.0 Vel = 0.07 75 0.0 1.61 0.0 6.590 29.122 to 120.0 0.0 0.0 0.0 71 0.44 0.0 0.0 6.590 0.0 Vel = 0.07 71 0.0 1.61 0.0 8.290 29.122 to 120.0 0.0 0.0 0.0 72 0.44 0.0 0.0 8.290 0.0 Vel = 0.07 72 0.0 1.61 0.0 39.180 29.122 to 120.0 0.0 0.0 0.0 73 0.44 0.0 0.0 39.180 0.001 Vel = 0.07 0.0 0.44 29.123 K Factor = 0.08 *NEW PATH 226 21.12 1.61 T 8.0 0.350 23.173 K Factor @ node EQ02 to 120.0 0.0 8.000 0.0 44 21.12 0.0178 0.0 8.350 0.149 Vel = 3.33 44 -36.63 1.61 T 8.0 13.650 23.322 to 120.0 0.0 8.000 0.0 227 -15.51 -0.0101 0.0 21.650 -0.218 Vel = 2.44 227 21.09 1.61 0.0 12.000 23.104 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 228 5.58 0.0015 0.0 12.000 0.018 Vel = 0.88 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 15 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 228 21.09 1.61 0.0 14.000 23.122 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 229 26.67 0.0275 0.0 14.000 0.385 Vel = 4.20 229 21.27 1.61 0.0 67.520 23.507 K Factor @ node EQ02 to 120.0 0.0 0.0 0.0 82 47.94 0.0814 0.0 67.520 5.497 Vel = 7.56 82 -5.43 1.61 2T 16.0 1.000 29.004 to 120.0 0.0 16.000 0.433 28 42.51 0.0652 0.0 17.000 1.108 Vel = 6.70 0.0 42.51 30.545 K Factor = 7.69 *NEW PATH 82 5.43 1.61 0.0 38.480 29.004 to 120.0 0.0 0.0 0.0 81 5.43 0.0015 0.0 38.480 0.056 Vel = 0.86 81 0.0 1.61 0.0 14.000 29.060 to 120.0 0.0 0.0 0.0 80 5.43 0.0014 0.0 14.000 0.020 Vel = 0.86 80 0.0 1.61 0.0 10.000 29.080 to 120.0 0.0 0.0 0.0 79 5.43 0.0014 0.0 10.000 0.014 Vel = 0.86 79 0.0 1.61 T 8.0 11.710 29.094 to 120.0 0.0 8.000 0.0 7 5.43 0.0015 0.0 19.710 0.029 Vel = 0.86 0.0 5.43 29.123 K Factor = 1.01 *NEW PATH 46 31.81 1.61 T 8.0 107.170 24.763 to 120.0 0.0 8.000 0.0 83 31.81 0.0381 0.0 115.170 4.390 Vel = 5.01 83 0.74 1.61 2T 16.0 1.000 29.153 to 120.0 0.0 16.000 0.433 26 32.55 0.0398 0.0 17.000 0.677 Vel = 5.13 0.0 32.55 30.263 K Factor = 5.92 *NEW PATH 9 0.74 1.61 T 8.0 74.200 29.150 to 120.0 0.0 8.000 0.0 83 0.74 0.0 0.0 82.200 0.003 Vel = 0.12 0.0 0.74 29.153 K Factor = 0.14 *NEW PATH 47 28.61 1.61 T 8.0 107.160 25.566 to 120.0 0.0 8.000 0.0 84 28.61 0.0313 0.0 115.160 3.607 Vel = 4.51 84 0.74 1.61 2T 16.0 1.000 29.173 to 120.0 0.0 16.000 0.433 25 29.35 0.0329 0.0 17.000 0.559 Vel = 4.63 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 16 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 29.35 30.165 K Factor = 5.34 *NEW PATH 10 0.75 1.61 T 8.0 74.200 29.170 to 120.0 0.0 8.000 0.0 84 0.75 0.0 0.0 82.200 0.003 Vel = 0.12 0.0 0.75 29.173 K Factor = 0.14 *NEW PATH 48 26.23 1.61 T 8.0 19.790 26.117 to 120.0 0.0 8.000 0.0 197 26.23 0.0267 0.0 27.790 0.742 Vel = 4.13 197 0.0 1.61 0.0 10.270 26.859 to 120.0 0.0 0.0 0.0 198 26.23 0.0267 0.0 10.270 0.274 Vel = 4.13 198 0.0 1.61 0.0 77.110 27.133 to 120.0 0.0 0.0 0.0 85 26.23 0.0267 0.0 77.110 2.057 Vel = 4.13 85 0.57 1.61 2T 16.0 1.000 29.190 to 120.0 0.0 16.000 0.433 24 26.8 0.0278 0.0 17.000 0.472 Vel = 4.22 0.0 26.80 30.095 K Factor = 4.89 *NEW PATH 11 0.57 1.61 T 8.0 74.200 29.188 to 120.0 0.0 8.000 0.0 85 0.57 0.0 0.0 82.200 0.002 Vel = 0.09 0.0 0.57 29.190 K Factor = 0.11 *NEW PATH 49 24.84 1.61 T 8.0 2.160 26.424 to 120.0 0.0 8.000 0.0 182 24.84 0.0241 0.0 10.160 0.245 Vel = 3.91 182 0.0 1.61 0.0 6.830 26.669 to 120.0 0.0 0.0 0.0 181 24.84 0.0242 0.0 6.830 0.165 Vel = 3.91 181 0.0 1.61 0.0 10.800 26.834 to 120.0 0.0 0.0 0.0 184 24.84 0.0241 0.0 10.800 0.260 Vel = 3.91 184 0.0 1.61 0.0 10.270 27.094 to 120.0 0.0 0.0 0.0 185 24.84 0.0241 0.0 10.270 0.248 Vel = 3.91 185 0.0 1.61 0.0 77.110 27.342 to 120.0 0.0 0.0 0.0 86 24.84 0.0241 0.0 77.110 1.861 Vel = 3.91 86 0.28 1.61 2T 16.0 1.000 29.203 to 120.0 0.0 16.000 0.433 23 25.12 0.0246 0.0 17.000 0.418 Vel = 3.96 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 17 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 25.12 30.054 K Factor = 4.58 *NEW PATH 12 0.28 1.61 T 8.0 74.190 29.202 to 120.0 0.0 8.000 0.0 86 0.28 0.0 0.0 82.190 0.001 Vel = 0.04 0.0 0.28 29.203 K Factor = 0.05 *NEW PATH 50 23.70 1.61 T 8.0 2.160 26.671 to 120.0 0.0 8.000 0.0 168 23.7 0.0221 0.0 10.160 0.225 Vel = 3.73 168 0.0 1.61 0.0 6.830 26.896 to 120.0 0.0 0.0 0.0 167 23.7 0.0221 0.0 6.830 0.151 Vel = 3.73 167 0.0 1.61 0.0 3.000 27.047 to 120.0 0.0 0.0 0.0 171 23.7 0.0220 0.0 3.000 0.066 Vel = 3.73 171 0.0 1.61 0.0 12.000 27.113 to 120.0 0.0 0.0 0.0 172 23.7 0.0222 0.0 12.000 0.266 Vel = 3.73 172 0.0 1.61 0.0 6.550 27.379 to 120.0 0.0 0.0 0.0 173 23.7 0.0221 0.0 6.550 0.145 Vel = 3.73 173 0.0 1.61 0.0 76.630 27.524 to 120.0 0.0 0.0 0.0 87 23.7 0.0221 0.0 76.630 1.695 Vel = 3.73 87 -0.30 1.61 2T 16.0 1.000 29.219 to 120.0 0.0 16.000 0.433 22 23.4 0.0216 0.0 17.000 0.367 Vel = 3.69 0.0 23.40 30.019 K Factor = 4.27 *NEW PATH 87 0.31 1.61 0.0 11.010 29.219 to 120.0 0.0 0.0 0.0 130 0.31 0.0 0.0 11.010 0.0 Vel = 0.05 130 0.0 1.61 0.0 9.960 29.219 to 120.0 0.0 0.0 0.0 129 0.31 0.0 0.0 9.960 0.0 Vel = 0.05 129 0.0 1.61 0.0 14.000 29.219 to 120.0 0.0 0.0 0.0 128 0.31 0.0 0.0 14.000 0.0 Vel = 0.05 128 0.0 1.61 0.0 14.000 29.219 to 120.0 0.0 0.0 0.0 132 0.31 0.0 0.0 14.000 0.0 Vel = 0.05 132 0.0 1.61 T 8.0 25.200 29.219 to 120.0 0.0 8.000 0.0 13 0.31 0.0 0.0 33.200 0.0 Vel = 0.05 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 18 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.31 29.219 K Factor = 0.06 *NEW PATH 53 22.51 1.61 T 8.0 3.130 28.758 to 120.0 0.0 8.000 0.0 191 22.51 0.0201 0.0 11.130 0.224 Vel = 3.55 191 0.0 1.61 0.0 17.880 28.982 to 120.0 0.0 0.0 0.0 193 22.51 0.0201 0.0 17.880 0.359 Vel = 3.55 193 0.0 1.61 0.0 10.060 29.341 to 120.0 0.0 0.0 0.0 138 22.51 0.0201 0.0 10.060 0.202 Vel = 3.55 138 0.0 1.61 0.0 9.910 29.543 to 120.0 0.0 0.0 0.0 136 22.51 0.0201 0.0 9.910 0.199 Vel = 3.55 136 0.0 1.61 0.0 7.850 29.742 to 120.0 0.0 0.0 0.0 140 22.51 0.0201 0.0 7.850 0.158 Vel = 3.55 140 0.0 1.61 0.0 8.100 29.900 to 120.0 0.0 0.0 0.0 141 22.51 0.0201 0.0 8.100 0.163 Vel = 3.55 141 0.0 1.61 0.0 5.770 30.063 to 120.0 0.0 0.0 0.0 142 22.51 0.0201 0.0 5.770 0.116 Vel = 3.55 142 0.0 1.61 T 8.0 44.460 30.179 to 120.0 0.0 8.000 0.0 21 22.51 0.0201 0.0 52.460 1.054 Vel = 3.55 21 -30.00 1.61 T 8.0 11.580 31.233 to 120.0 0.0 8.000 0.0 92 -7.49 -0.0026 0.0 19.580 -0.051 Vel = 1.18 92 0.0 1.61 0.0 5.670 31.182 to 120.0 0.0 0.0 0.0 91 -7.49 -0.0026 0.0 5.670 -0.015 Vel = 1.18 91 0.0 1.61 0.0 6.570 31.167 to 120.0 0.0 0.0 0.0 90 -7.49 -0.0026 0.0 6.570 -0.017 Vel = 1.18 90 0.0 1.61 0.0 4.350 31.150 to 120.0 0.0 0.0 0.0 89 -7.49 -0.0028 0.0 4.350 -0.012 Vel = 1.18 89 0.0 1.61 0.0 9.550 31.138 to 120.0 0.0 0.0 0.0 97 -7.49 -0.0026 0.0 9.550 -0.025 Vel = 1.18 97 0.0 1.61 0.0 9.760 31.113 to 120.0 0.0 0.0 0.0 98 -7.49 -0.0026 0.0 9.760 -0.025 Vel = 1.18 98 0.0 1.61 0.0 8.340 31.088 to 120.0 0.0 0.0 0.0 99 -7.49 -0.0026 0.0 8.340 -0.022 Vel = 1.18 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 19 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 99 0.0 1.61 T 8.0 18.360 31.066 to 120.0 0.0 8.000 0.0 16 -7.49 -0.0027 0.0 26.360 -0.070 Vel = 1.18 0.0 -7.49 30.996 K Factor = -1.35 *NEW PATH 54 21.97 1.61 T 8.0 22.480 28.960 to 120.0 0.0 8.000 0.0 162 21.97 0.0192 0.0 30.480 0.586 Vel = 3.46 162 0.0 1.61 0.0 13.100 29.546 to 120.0 0.0 0.0 0.0 161 21.97 0.0192 0.0 13.100 0.252 Vel = 3.46 161 0.0 1.61 0.0 12.000 29.798 to 120.0 0.0 0.0 0.0 157 21.97 0.0192 0.0 12.000 0.230 Vel = 3.46 157 0.0 1.61 0.0 12.000 30.028 to 120.0 0.0 0.0 0.0 158 21.97 0.0192 0.0 12.000 0.231 Vel = 3.46 158 0.0 1.61 0.0 8.000 30.259 to 120.0 0.0 0.0 0.0 159 21.97 0.0191 0.0 8.000 0.153 Vel = 3.46 159 0.0 1.61 T 8.0 34.180 30.412 to 120.0 0.0 8.000 0.0 20 21.97 0.0192 0.0 42.180 0.811 Vel = 3.46 20 -29.15 1.61 T 8.0 10.910 31.223 to 120.0 0.0 8.000 0.0 114 -7.18 -0.0024 0.0 18.910 -0.046 Vel = 1.13 114 0.0 1.61 0.0 6.000 31.177 to 120.0 0.0 0.0 0.0 113 -7.18 -0.0023 0.0 6.000 -0.014 Vel = 1.13 113 0.0 1.61 0.0 2.620 31.163 to 120.0 0.0 0.0 0.0 112 -7.18 -0.0027 0.0 2.620 -0.007 Vel = 1.13 112 0.0 1.61 0.0 4.790 31.156 to 120.0 0.0 0.0 0.0 111 -7.18 -0.0023 0.0 4.790 -0.011 Vel = 1.13 111 0.0 1.61 0.0 5.500 31.145 to 120.0 0.0 0.0 0.0 110 -7.18 -0.0025 0.0 5.500 -0.014 Vel = 1.13 110 0.0 1.61 0.0 8.000 31.131 to 120.0 0.0 0.0 0.0 118 -7.18 -0.0024 0.0 8.000 -0.019 Vel = 1.13 118 0.0 1.61 0.0 12.070 31.112 to 120.0 0.0 0.0 0.0 119 -7.18 -0.0025 0.0 12.070 -0.030 Vel = 1.13 119 0.0 1.61 T 8.0 24.300 31.082 to 120.0 0.0 8.000 0.0 17 -7.18 -0.0024 0.0 32.300 -0.078 Vel = 1.13 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 RAN Fire Protection Page 20 2108312_CALCS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -7.18 31.004 K Factor = -1.29 Final Calculations - Hazen-Williams Computer Programs by Hydratec Inc. Revision: 50.52.1 # XX # XX # XX WAP GE N E R A L A B B R E V I A T I O N S LI G H T I N G WI R I N G D E V I C E S PO W E R E Q U I P M E N T GE N E R A L S C H E D U L E S CI R C U I T I N G L E G E N D GE N E R A L N O T E S **AF **AT RECEPTACLES 1. 2. SURFACE MTD BRANCH CIRCUIT PANELBOARD. 208/120 3PH, 4W. L2PA-2 LP2A-1,3,5 OCCUPANCY SENSORS: REFER TO OCCUPANCY SENSOR SCHEDULE. A a # 240 VAC HEAVY DUTY NON-FUSED DISCONNECT SWITCH. "AF" -INDICATES FRAME SIZE "P" -INDICATES # OF POLES JUNCTION AND/OR PULL BOX DATA DRAWING NOTATION LIGHT FIXTURES OCCUPANCY SENSORS EXIT & EGRESS SINGLE LINE DIAGRAM FLOOR PLAN CIRCUITING 1. 2. POWER TRANSFORMER SYSTEM GROUND OR EQUIPMENT GROUND 'A' EXIT SIGNS SHALL BE INSTALLED 8'-6" AFF. PROVIDE PENDANTS AS REQUIRED BY ROOM CEILING/STRUCTURE HEIGHT. AF/P LIGHTING CONTROL TYPICAL SWITCH DEVICE SYMBOL. REFER TO SWITCH TAG SCHEDULE . REFER TO RECEPTACLE TAG SCHEDULE ON SHEET E600 UPPER CASE LETTER ADJACENT TO SENSOR INDICATE OCCUPANCY SENSOR TYPE: M OCCUPANCY/MOTION SENSOR DS DAYLIGHT SENSOR DM DIMMER a,b LOWER CASE LETTER ADJACENT TO SENSOR INDICATES SWITCH DESIGNATION/CONTROL (ONLY SHOWN WHERE NEEDED FOR CLARIFICATION) a1,a2 *FOR DAYLIGHT SENSORS, THE LOWER CASE LETTER IS ACCOMPANIED BY A NUMBER AS A DESIGNATION FOR THE DIMMERS IT CONTROLS. **POWER PACKS NOT SHOWN ON PLAN. PROVIDE AS REQUIRED FOR PROPER OPERATION. OCCUPANCY SENSORS AND POWER PACKS SHALL BE SENSOR SWITCH, P&S OR WATTSTOPPER. DIGITAL CONTROL DIGITAL LIGHTING ROOM CONTROLLER. REFER TO WIRING DIAGRAMS PER MANUFACTURER FOR ADDITIONAL INFORMATION. OCCUPANCY SENSORS AND SWITCHES ASSOCIATED WITH THIS SYSTEM ARE SPECIFIED ON 'OCCUPANCY SENSOR SCHEDULE' AND 'SWITCH TAG SCHEDULE'. RD# PANELBOARD WITH MAIN LUGS ONLY # = 3-PHASE VOLTAGE # 200A SYMBOLS AND ABBREVIATIONS 1. THIS SHEET CONTAINS SYMBOLS AND ABBREVIATIONS TYPICALLY SHOWN ON ELECTRICAL DRAWINGS AND SCHEMATICS. THIS CONTRACT DRAWING SET MAY NOT CONTAIN ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET. PERMITS AND INSPECTIONS 1. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS IN ACCORDANCE WITH STATE AND LOCAL GOVERNING AUTHORITIES. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2017 NEC, AND STATE AND LOCAL GOVERNING REGULATIONS. 3. PERFORM WORK AS REQUIRED BY CODES, REGULATIONS, LAWS OF LOCAL, STATE AND FEDERAL GOVERNMENTS, AND OTHER AUTHORITIES WITH LAWFUL JURISDICTION. ALL MATERIAL AND EQUIPMENT SHALL BE UL, NEMA, ANSI, IEEE, ADA & CBM. SCOPE 1. UNLESS OTHERWISE INDICATED, PROVIDE A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM INCLUDING ALL NECESSARY MATERIAL, LABOR, AND EQUIPMENT. 2. ALL DISCONNECTS REQUIRED BY CODE MAY NOT BE SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY DISCONNECTS AND OVERCURRENT PROTECTIVE DEVICES. 3. ALL EQUIPMENT AND MATERIAL SHALL BE LABELED AND LISTED, AND INSTALLED IN ACCORDANCE WITH THEIR LISTING. 4. PROVIDE ELECTRICAL CONNECTION FOR EVERY FIXTURE, OR ITEM OF EQUIPMENT REQUIRING SAME, WHICH IS SHOWN OR LISTED ON ANY CONTRACT DRAWING 5. CONTRACTOR SHALL PROVIDE NECESSARY SUPPORT FRAMING, STIFFENERS, BRACING, AND HANGERS WHETHER SHOWN OR NOT TO ENSURE A COMPLETE AND DURABLE SYSTEM. SUPPORT FRAMING CONNECTIONS SHALL BE WELDED UNLESS SPECIFICALLY SHOWN OTHERWISE. ACTUAL SUPPORTS MAY VARY FROM THOSE SHOWN IN DETAILS TO ACCOMMODATE EXISTING FIELD CONDITIONS. 6. THE WORK INCLUDED IN THIS CONTRACT ENCOMPASSES THE DRAWINGS AND SPECIFICATIONS. WORK INCLUDED ON THE DRAWINGS ONLY, OR IN THE SPECIFICATIONS ONLY, SHALL BE INCORPORATED AS IF INCLUDED IN BOTH. ALL SYSTEMS SHOWN ARE INTENDED TO BE COMPLETE AND FULLY FUNCTIONING. THE CONTRACTOR SHALL PROVIDE SUCH COMPONENTS AS NECESSARY FOR A FULLY FUNCTIONING SYSTEM. 7. ALL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, RECTILINEAR TO BUILDING STRUCTURE. 8. CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR TO COMMENCEMENT OF ANY WORK OR SHOP FABRICATION. REQUIRED CHANGES TO WORK SHOWN ON CONSTRUCTION DRAWINGS SHALL BE APPROVED BY THE ENGINEER IN WRITING, OTHER TRADES, AND OWNER AS REQUIRED PRIOR TO ANY CONSTRUCTION. 9. ELEC. CONTRACTOR TO PROVIDE & INSTALL ALL SMOKE DETECTORS AS REQUIRED IN MECHANICAL SUPPLY & RETURN DUCTS. REFER TO MECHANICAL PLANS FOR ADDITIONAL INFORMATION. COORDINATION OF WORK 1. THE CONTRACTOR SHALL COORDINATE AND VERIFY THAT WORKING AND DEDICATED EQUIPMENT SPACE REQUIREMENTS ARE MET PER NEC AND AHJ. 2. FIELD LOCATE ALL CORE DRILL LOCATIONS. 3. BEFORE CUTTING OR DRILLING INTO BUILDING ELEMENTS INSPECT AND LAYOUT WORK TO AVOID DAMAGING STRUCTURAL ELEMENTS AND BUILDING UTILITIES. 4. BEFORE SELECTING MATERIAL/EQUIPMENT AND PROCEEDING WITH WORK, INSPECT AREAS WHERE MATERIAL AND EQUIPMENT ARE TO BE INSTALLED TO INSURE SUITABILITY, AND CHECK NEEDED SPACE FOR PLACEMENT, CLEARANCES AND INTERCONNECTIONS. 5. POSSIBLE SYSTEM SHUT-DOWNS AND WORK AREAS CLOSURES MUST BE COORDINATED W ITH THE OWNER. 6. VERIFY RECEPTACLE, SWITCH, & COVER PLATE COLORS WITH OWNER. 7. TURN OVER TO THE OWNER ALL MANUFACTURER'S WARRANTIES FOR EQUIPMENT AND MATERIALS PROVIDED. DEFINITIONS 1. THE DEFINITION OF ELECTRICAL TERMS USED SHALL BE AS DEFINED IN THE EDITION OF THE NATIONAL ELECTRIC CODE (NEC) AS REFERENCED IN THE BUILDING CODE OF NEW YORK STATE. 2. THE TERM "INDICATED" SHALL MEAN "AS SHOWN ON CONTRACT DOCUMENTS (SPECIFICATIONS, DRAWINGS, AND RELATED ATTACHMENTS)". 3. THE TERM "PROVIDE" SHALL MEAN "TO FURNISH, INSTALL, AND CONNECT COMPLETELY". 4. THE TERM "SIZE" SHALL MEAN ONE OR MORE OF THE FOLLOWING: "LENGTH, CURRENT AND VOLTAGE RATING, NUMBER OF POLES, NEMA SIZE, AND OTHER SIMILAR ELECTRICAL CHARACTERISTICS". PLANS 1. ELECTRICAL PLANS, DETAILS, AND ONE LINE DIAGRAMS SHOW THE GENERAL LOCATION AND ARRANGEMENT OF THE ELECTRICAL SYSTEM. THEY ARE DIAGRAMMATIC AND DO NOT SHOW ALL CONDUIT BODIES, CONNECTORS, BENDS, FITTINGS, HANGERS, AND ADDITIONAL PULL BOXES WHICH THE CONTRACTOR MUST PROVIDE TO COMPLETE THE ELECTRICAL SYSTEM. 2. ELECTRICAL PLANS AND DETAILS DO NOT SHOW ALL INTERFERENCES AND CONDITIONS, VISIBLE AND/OR HIDDEN, THAT MAY EXIST. CONTRACTOR MUST INSPECT AND SURVEY THE SPACE BEFORE PERFORMING THE WORK. 3. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND REPRESENT A COMPLETED PROJECT. MINOR MODIFICATIONS OF WORK SHALL BE PROVIDED BY THE CONTRACTOR TO COMPLY WITH PROJECT REQUIREMENTS, LOCATIONS OF DEVICES AND EQUIPMENT SHOW A GENERAL ARRANGEMENT AND INTENDED FUNCTION. ALL COMPONENTS SHOWN ON THE RISER DIAGRAMS, BUT NOT ON THE PLAN OR VICE VERSA, SHALL BE INCLUDED AS IF SHOWN ON BOTH. EXACT LOCATION OF MECHANICAL EQUIPMENT THAT REQUIRE ELECTRICAL CONNECTIONS ARE SHOWN ON THE MECHANICAL DRAWINGS. BEFORE INSTALLATION OF WORK, CHECK FOR SWINGS AND ALL REQUIRED CLEARANCES, TO AVOID INTERFERENCE WITH OTHER TRADES. COORDINATE WITH ALL CONTRACT DOCUMENTS, SHOP DRAWINGS AND EQUIPMENT DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED CONTRACT DRAWINGS. 4. IN ACCORDANCE WITH C.405.6.4 COMPELETION REQUIREMENTS, CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING: A. A SINGLE-LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND B. FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. 5. IN ACCORDANCE WITH C.405.6.4, CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT AN OPERATING MANUAL AND MAINTENANCE MANUAL BE PROVIDED TO THE BUILDING OWNER. THE MANUALS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: A. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. B. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. C. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. NOTE: ENFORCEMENT AGENCIES SHOULD ONLY CHECK TO BE SURE THAT THE CONSTRUCTION DOCUMENTS REQUIRE THIS INFORMATION TO BE TRANSMITTED TO THE OWNER AND SHOULD NOT EXPECT COPIES OF ANY OF THE MATERIALS. A AMPERES ADA AMERICANS WITH DISABILITIES ACT AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE AHJ AUTHORITY HAVING JURISDICTION AIC AMPERE INTERRUPTING CAPACITY AL ALUMINUM ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE AXL ACROSS-THE-LINE MOTOR STARTER BFG BELOW FINISH GRADE BLDG BUILDING C CONDUIT CB CIRCUIT BREAKER CKT CIRCUIT CL CENTERLINE CLF CURRENT LIMITING FUSE CT CURRENT TRANSFORMER CU COPPER DWG DRAWING EC ELECTRICAL CONTRACTOR EF EXHAUST FAN EM EMERGENCY EMT ELECTRICAL METALLIC TUBING F FUSE FLA FULL LOAD AMPERES FMC FLEXIBLE METAL CONDUIT FT FEET GFCI,GFI GROUND-FAULT CIRCUIT INTERRUPTER GND,G GROUND OR GROUNDING HOA HAND, OFF, AUTOMATIC SWITCH KCMIL THOUSAND CIRCULAR MILS KVA KILOVOLT AMPERES KW KILOWATTS LTG LIGHTING LFMC LIQUID-TIGHT FLEXIBLE METAL CONDUIT MC METAL CLAD CABLE MCB MAIN CIRCUIT BREAKER MCP MOTOR CIRCUIT PROTECTOR MFG MANUFACTURER MLO MAIN LUGS ONLY NC NORMALLY CLOSED NEC NATIONAL ELECTRIC CODE NEMA NAT'L ELECTRICAL MANUFACTURER'S ASSOC. NF NON FUSED NTS NOT TO SCALE P POLE PH PHASE PVC POLYVINYL CHLORIDE QTY QUANTITY REQ'D REQUIRED RMC RIGID METAL CONDUIT RTU ROOF TOP UNIT SP SPARE TYP TYPICAL UG UNDERGROUND OR UNDERGRADE UON,UNO UNLESS OTHERWISE NOTED V VOLT W WIRE WAP WIRELESS ACCESS POINT WP WEATHER PROOF RATED DEVICE XFMR TRANSFORMER DELTA WYE PHASE HEAVY & DOTTED AND/OR HATCHED INDICATES EXISTING EQUIPMENT TO BE DEMOLISHED/REMOVED BY CONTRACTOR. SOLID & LIGHT INDICATES EXISTING EQUIPMENT TO REMAIN. HEAVY & SOLID INDICATES EQUIPMENT TO BE PROVIDED BY CONTRACTOR. TEXT ADJACENT TO EQUIPMENT IS SOMETIMES ADDED FOR EXTRA CLARIFICATION ON DEMO/EXISTING TO REMAIN ITEMS. REFER TO LIST BELOW FOR DEFINITIONS. TBR EXISTING EQUIPMENT TO BE REMOVED BY CONTRACTOR ETR EXISTING EQUIPMENT TO REMAIN. CONTRACTOR SHALL MAINTAIN IN OPERATION. ERE EXISTING EQUIPMENT TO BE REMOVED AND RELOCATED AS SHOWN BY CONTRACTOR. ETN EXISTING EQUIPMENT TO BE REMOVED AND REPLACED WITH NEW BY CONTRACTOR HOMERUN TO PANEL "LP2A", CIRCUITS #1,3,5 (VIA 20A-1P C/B'S). PROVIDE INSULATED GROUND CONDUCTOR IN ACCORDANCE WITH SPECIFICATIONS. NUMBER OF CIRCUITS INDICATED BY QUANTITY OF ARROW HEADS. PANEL NAME NOT SHOWN IF ONLY SINGLE PANEL EXISTS FOR SPACE. HOMERUN TO PANEL "L2PA" VIA 20A/1P CKT BKR. SEE BELOW PARAGRAPH 'HASH MARKS' FOR CONDUCTOR SIZING: HASH MARKS INDICATE QUANTITY OF #12 AWG COPPER CONDUCTORS IN CONDUIT. WHEN NO HASH MARKS ARE INDICATED, CONDUIT SHALL CONTAIN (2) #12 WIRES AND #12 GROUND WIRE. ASSUME 1/2" DIAMETER CONDUIT, UNLESS NOTED OTHERWISE. EXAMPLE SHOWN AT LEFT INDICATES 2 HOT (SHORT LINES), 2 NEUTRAL (LONG LINES), AND 1 GROUND WIRES (LONG LINE WITH TAIL). **NOTE** CONDUCTORS REQUIRED FOR LUMINAIRE SWITCHING ARE NOT ACCOUNTED FOR ON THE PLANS USING HASH MARKS. CONTRACTOR SHALL INCLUDE ANY NECESSARY CONDUCTORS REQUIRED FOR SWITCHING IN BID. SWITCHING DESIGNATIONS (LOWER CASE LETTERS) ARE SHOWN TO ILLUSTRATE SWITCHING INTENT. CIRCUIT ROUTING SHOWN ON DRAWINGS SHALL BE CONSIDERED DIAGRAMMATIC ONLY. CONTRACTOR SHALL PROVIDE NECESSARY OFFSETS AND ROUTE FEEDERS AFTER HAVING CONSIDERED ALL FIELD OBSTACLES 'A'UPPER CASE LETTER INDICATES FIXTURE TYPE. 'a'LOWER CASE LETTER INDICATES SWITCH CONTROL. WHERE NO SWITCH CONTROL DESIGNATION IS PROVIDED, CONTROL SHALL BE VIA MASTER ROOM SWITCH OR MASTER ROOM OCCUPANCY SENSOR (WHERE PROVIDED). 'NL'INDICATES NIGHT LIGHT. FIXTURE SHALL NOT HAVE SWITCH CONTROL. 'EM'FIXTURE TO BE SUPPLIED WITH EMERGENCY BATTERY BACKUP & CONNECTED/CIRCUITED PER MANUFACTURER'S RECOMMENDATIONS. EMERGENCY BATTERY UNIT (EBU). REFER TO LIGHTING FIXTURE SCHEDULE. CEILING-MOUNTED ILLUMINATED "EXIT" SIGN LIGHTING FIXTURE. WALL-MOUNTED ILLUMINATED "EXIT" SIGN LIGHTING FIXTURE. NOTE: ARROWS INDICATE DIRECTION OF EGRESS. MOLDED CASE CIRCUIT BREAKER "AF" INDICATES AMPERE FRAME SIZE "AT" INDICATES AMPERE TRIP SETTINGS DISCONNECT SWITCH (NON-FUSED) "200A" INDICATES AMPERE SWITCH SIZE FACEPLATE COLOR -LIGHT ALMOND, UON. DEVICE COLOR -LIGHT ALMOND, UON. 125 VOLT, 2 POLE, 3 WIRE, 20 AMP., HEAVY DUTY DUPLEX RECEPTACLE, MOUNTING HEIGHT 18" AFF UON. 125 VOLT, 2 POLE, 3 WIRE, 20 AMP., HEAVY DUTY DUPLEX RECEPTACLE, MOUNTED ABOVE COUNTER. 125 VOLT, 2 POLE, 3 WIRE, 20 AMP., HEAVY DUTY DUPLEX & DATA/VOICE RECEPTACLE MOUNTED ON FLOOR. 125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DOUBLE DUPLEX "QUAD" RECEPTACLE. MOUNTING HEIGHT 18" AFF UON. FACEPLATE COLOR -TBD. DEVICE COLOR -REFER TO SCHEDULE ON E600. DATA DROPS. REFER TO DETAILS SHEET E500. VOICE DROPS. REFER TO DETAILS SHEET E500. WIRELESS ACCESS POINT. WE S T S H O R E D E S I G N E N G I N E E R S , P . C . ! " ! # $ % & ' $ ( DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 4:45:06 PM E001 ELECTRICAL GENERAL NOTES 11.17.2021 21070432 Y.L 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g REVISION SCHEDULE NAME DATE EXP:07/24 REF. REF. REF. REF. RE F . REF. GF C I GF C I GF C I GFCI GF C I GF C I GFCI GF C I GF C I GF C I GF C I GF C I GFCI GF C I GF C I GFCI SWBD GFCI GFCI GFCI GFCIGFCI GFCI GFCI GF C I GF C I G F C I G F C I GF C I GF C I GF C I GF C I GF C I GF C I GF C I GF C I GF C I GF C I GF C I GF C I GF C I G F C I GF C I G F C I G F C I GF C I GF C I GF C I GF C I GF C I GFCIGFCI GF C I GF C I GF C I GF C I GFCI GF C I GF C I GFCI J J JJ J GF C I GF C I GFCI GFCI GFCI GF C I GF C I GFCI GFCI GFCI GFCI GFCI GFCI J J J J J J J J WH GENERAL NOTES KEY NOTES# 1 2 3 4 5 6 7 81.5 A B C D F E J SCHED. OFFICE (2) 224 EXAM 220 SPECIALTY EXAM 218 SPECIALTY EXAM 209 EXAM 211 SPECIALTY EXAM 215 MED. 316 SOILED 318 EXAM 222 EXAM 213 SHARED OFFICE (2) 232 EXAM 228 SPECIALTY EXAM 226 SPECIALTY EXAM 217 TYP. EXAM TYPE 1 219 MGR. OFFICE (2) 223 CLEAN 310 NURSING 312 EXAM 230 EXAM 221 POINT-OF -CARE WORK 240 EXAM 236 SPECIALTY EXAM 234 SPECIALTY EXAM 225 EXAM 227 BEH. HEALTH /CONSULT 231 NURSING 308 EXAM 238 EXAM 229 SPECIALTY EXAM 233 EXAM 235 BEH. HEALTH /CONSULT 239 EQUIP. 306 EXAM 237 VITALS / NURSE VISIT 216 EXAM 212 SPECIALTY EXAM 210 SPECIALTY EXAM 201 TYP. EXAM TYPE 2 203 SPECIALTY EXAM 207 NURSING 320 EXAM 214 EXAM 205 SPECIALTY EXAM 202 EXAM 204 ECHO (CARDIO) 208 EQUIP. 322 EXAM 206 CLEAN /EQUIP. 411 SOILED 409 BLOOD DRAW 405 BLOOD DRAW 407 STAFF BREAK 410 STAFF TLT. 410T LAB WORKROOM 404 BLOOD DRAW 406 PAT. TLT. 108T PAT. TLT. 112T PAT. TLT. 113T PUBLIC TLT. 111T EVS 408 PATIENT TLT. 401T CONFERENCE (18) 114 BLDG. STORAGE 304 REVENUE OFFICE (2) 302 MECHANICAL 315 PROVIDER OFFICE (2) 311 STAFF SHOWER 309 STAFF BREAK 307 PROVIDER OFFICE (2) 305 DATA 313 PROVIDER OFFICE (2) 319 BLDG. STORAGE 321 PROVIDER OFFICE (2) 317 EVS 325 ELEC 315A PUBLIC TLT. 107T TYP. PAT. TLT. 109T PROVIDER OFFICE (2) 326 SPECIMEN TLT. 324T VITALS /NURSE VISIT 110 ADMIN. OFFICE (2) 301 BUILDING STORAGE 303 STAFF TLT. 323T VESTIBULE 100 COPY /SUPPLY 105 COPY /SUPPLY 106 CONF. STOR 115 PRIMARY CARE WAITING (45) SPECIALTY CARE WAITING (24) SU B - WA I T LO C K E R S CO A T S P-A2 P-A3 FZR P-A1 27 P-A3 5 P-A1 26 P-A1 25 P-B 18 P-B 17 P-A3 10 P-A1 29 P-A3 12 P-A3 14 P-A3 22 P-A3 17 P-A3 18 P-A3 28 P-A3 31 OUTPATIENT LAB WAITING (8) 401 CHECK-IN/ OUT 402 VESTIBULE 400 WAITING 101 CHECK-IN 102 CHECK-IN 103 CHECK-OUT 104 OUTPATIENT LAB 403 PRIMARY CARE 200A SPECIALTY CARE 200 STAFF/ ADMIN CORRIDOR 300 P-A3 32 P-A3 30 P-A1 38 P-A3 34P-A1 36 P-A3 40 P-A3 13 P-B 11 P-B 16 P-B 19 P-A2 13 P-A2 12 P-A3 24 P-A2 11 P-A3 27 P-A2 14 P-A2 15 P-A3 26 P-A2 16 P-A2 17 P-A2 18 P-A3 25 P-A2 19 P-A2 20 P-A2 21 P-A2 22 P-A2 23 P-A3 23 P-A2 26 P-A2 27 P-A2 24 P-A2 31 P-A2 25 P-A3 21 P-A2 29 P-A2 30 P-A1 31 P-A3 20 P-A2 32 P-A2 33 P-A2 34 P-A3 19 P-A2 35 P-A2 6 P-A2 8 P-B P-HOUSE 1 1 2 2 P-A1 32 P-B 20 P-A3 16 3 P-A3 33 4 4 4P-B 14 P-A1 28 P-B 12 P-A1 30 P-A1 40 P-A3 9 PP-1 5 P-HOUSE 1,3 3 DATA 2 DATA P-A3 11 P-A2 10 P-A1 19 6 P-A2 28 P-A3 3 4 DATA EACH P-A3 29 P-A1 33 P-A1 34 P-A3 15 P-A1 39 P-A3 39 P-B 13 P-B 15 P-A1 23 P-A1 37 P-A1 21 P-A1 35 P-B 10 P-B 9 P-A1 WE S T S H O R E D E S I G N E N G I N E E R S , P . C . ! " ! # $ % & ' $ ( DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 4:45:10 PM E100 ELECTRICAL POWER PLAN 11.17.2021 21070432 Y.L 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g A. REFER TO E-001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS AND GENERAL NOTES. B. ALL CABLING SHALL BE LABELED AT EACH END, AND AT FACEPLATE. FOLLOW ADJACENT LABELING SCHEME. CABLE LABELS SHALL BE SELF LAMINATING, PANDUIT OR EQUAL. C. ALL CABLING SHALL BE NEATLY RUN AND SUFFICIENTLY SUPPORTED. FOLLOW NECA 1-2010 GUIDELINES. D. PROVIDE GROUNDING PER NEC FOR ALL ELECTRICAL EQUIPMENT AND ASSOCIATED EQUIPMENT. E. ALL CABLES SHALL BE TESTED FOR PROPER IDENTIFICATION AND CONTINUITY. ALL OPENS, SHORTS, CROSSES, GROUNDS AND REVERSALS SHALL BE CORRECTED. F. FOR MOUNTING HEIGHTS OF DATA OUTLETS, CHECK DETAILS ON DRAWING A251 & 401. 1 RECEPTACLE & DATA OUTLET INSTALLED AT 4'-0" AFF TO SERVE WALL-MOUNTED COMPUTER. SEE DETAIL A9/C5 ON ARCHITECTURAL DRAWING A401. 2 RECEPTACLE INSTALLED AT 4'-0" AFF TO SERVE WALL-MOUNTED DIAGNOSTIC STATION. SEE DETAIL A5/C9 ON ARCHITECTURAL DRAWING A401. 3 SEE DETAIL C11 ON A251 FOR RECEPTACLE MOUNTING DETAILS. 4 POWER AND DATA TO BE BUILT INTO MILLWORK OF COUNTER PER DETAIL ON A402. 5 SEE PLUMBING PLAN FOR EXACT LOCATION OF THE PUMP PRIOR TO INSTALLATION. 6 EC TO PROVIDE BOX AND CONDUIT OR AV CABLES BETWEEN COMPUTER @ 18" AND TV MONITOR @ 66". 7 THIS LIGHTING FIXTURE IS TO BE CONTROLLED SEPARATELY BY A 3-WAY, DIMMABLE SWITCH. 1/8" = 1'-0"E100 A2 ELECTRICAL POWER PLAN - FIRST FLOOR REVISION SCHEDULE NAME DATE EXP:07/24 1 2 3 4 5 6 7 81.5 A B C D F G E J RTU-2 RTU-1 RTU-7 EF-5 EF-4 EF-3 RTU-6 EF-6 RTU-9 RTU-5 EF-1 RTU-4 RTU-8 EF-2 RTU-3 P-B 3,5,7 P-B 4,6,8 P-A1 1,3,5 P-A1 8,10,12 P-A1 7,9,11 P-A1 14,16,18 P-A1 13,15,17 P-A1 20,22,24 P-A2 7 P-A2 7 P-B 2 P-B 1 P-A2 1 P-A2 1 P-A1 2,4,6 EF-7 P-A2 9 EF-8 P-A2 9 GENERAL NOTES KEY NOTES# WE S T S H O R E D E S I G N E N G I N E E R S , P . C . ! " ! # $ % & ' $ ( DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 4:45:11 PM E101 ELECTRICAL ROOF PLAN 11.17.2021 21070432 Y.L 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g 1/8" = 1'-0"E101 A2 ELECTRICAL POWER PLAN - ROOF A. REFER TO E-001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS AND GENERAL NOTES. B. ALL CABLING SHALL BE LABELED AT EACH END, AND AT FACEPLATE. FOLLOW ADJACENT LABELING SCHEME. CABLE LABELS SHALL BE SELF LAMINATING, PANDUIT OR EQUAL. C. ALL CABLING SHALL BE NEATLY RUN AND SUFFICIENTLY SUPPORTED. FOLLOW NECA 1-2010 GUIDELINES. D. PROVIDE GROUNDING PER NEC FOR ALL ELECTRICAL EQUIPMENT AND ASSOCIATED EQUIPMENT. E. ALL CABLES SHALL BE TESTED FOR PROPER IDENTIFICATION AND CONTINUITY. ALL OPENS, SHORTS, CROSSES, GROUNDS AND REVERSALS SHALL BE CORRECTED. 1 RECEPTACLE & DATA OUTLET INSTALLED AT 4'-0" AFF TO SERVE WALL-MOUNTED COMPUTER. SEE DETAIL A9/C5 ON ARCHITECTURAL DRAWING A401. 2 RECEPTACLE INSTALLED AT 4'-0" AFF TO SERVE WALL-MOUNTED DIAGNOSTIC STATION. SEE DETAIL A5/C9 ON ARCHITECTURAL DRAWING A401. 3 SEE DETAIL C11 ON A251 FOR RECEPTACLE MOUNTING DETAILS. 4 POWER AND DATA TO BE BUILT INTO MILLWORK OF COUNTER PER DETAIL ON A402. 5 SEE PLUMBING PLAN FOR EXACT LOCATION OF THE PUMP PRIOR TO INSTALLATION. 6 EC TO PROVIDE BOX AND CONDUIT OR AV CABLES BETWEEN COMPUTER @ 18" AND TV MONITOR @ 66". 7 THIS LIGHTING FIXTURE IS TO BE CONTROLLED SEPARATELY BY A 3-WAY, DIMMABLE SWITCH. REVISION SCHEDULE NAME DATE EXP:07/24 REF. REF. REF. REF. RE F . REF. OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS M M M M M M M M M M M M M M M M M M M M M M M OS OS OS OS D3 D3 GENERAL NOTES KEY NOTES# 1 2 3 4 5 6 7 81.5 A B C D F G E J SCHED. OFFICE (2) 224 EXAM 220 SPECIALTY EXAM 218 SPECIALTY EXAM 209 EXAM 211 SPECIALTY EXAM 215 MED. 316 SOILED 318 EXAM 222 EXAM 213 SHARED OFFICE (2) 232 EXAM 228 SPECIALTY EXAM 226 SPECIALTY EXAM 217 TYP. EXAM TYPE 1 219 MGR. OFFICE (2) 223 CLEAN 310 NURSING 312 EXAM 230 EXAM 221 POINT-OF -CARE WORK 240 EXAM 236 SPECIALTY EXAM 234 SPECIALTY EXAM 225 EXAM 227 BEH. HEALTH /CONSULT 231 NURSING 308 EXAM 238 EXAM 229 SPECIALTY EXAM 233 EXAM 235 BEH. HEALTH /CONSULT 239 EQUIP. 306 EXAM 237 VITALS / NURSE VISIT 216 EXAM 212 SPECIALTY EXAM 210 SPECIALTY EXAM 201 TYP. EXAM TYPE 2 203 SPECIALTY EXAM 207 NURSING 320 EXAM 214 EXAM 205 SPECIALTY EXAM 202 EXAM 204 ECHO (CARDIO) 208 EQUIP. 322 EXAM 206 CLEAN /EQUIP. 411 SOILED 409 BLOOD DRAW 405 BLOOD DRAW 407 STAFF BREAK 410 STAFF TLT. 410T LAB WORKROOM 404 BLOOD DRAW 406 PAT. TLT. 108T PAT. TLT. 112T PAT. TLT. 113T PUBLIC TLT. 111T EVS 408 PATIENT TLT. 401T CONFERENCE (18) 114 BLDG. STORAGE 304 REVENUE OFFICE (2) 302 MECHANICAL 315 PROVIDER OFFICE (2) 311 STAFF SHOWER 309 STAFF BREAK 307 PROVIDER OFFICE (2) 305 DATA 313 PROVIDER OFFICE (2) 319 BLDG. STORAGE 321 PROVIDER OFFICE (2) 317 EVS 325 ELEC 315A PUBLIC TLT. 107T TYP. PAT. TLT. 109T PROVIDER OFFICE (2) 326 SPECIMEN TLT. 324T VITALS /NURSE VISIT 110 ADMIN. OFFICE (2) 301 BUILDING STORAGE 303 STAFF TLT. 323T VESTIBULE 100 COPY /SUPPLY 105 COPY /SUPPLY 106 CONF. STOR 115 OUTPATIENT LAB WAITING (8) 401 CHECK-IN/ OUT 402 WAITING 101 CHECK-IN 102 CHECK-IN 103 CHECK-OUT 104 VESTIBULE 400 OUTPATIENT LAB 403 PRIMARY CARE 200A SPECIALTY CARE 200 STAFF/ ADMIN CORRIDOR 300 P-A2 1 P-B 1 P-B 2 P-A2 4 P-A2 5 P-A2 9 P-A1 42 P-A2 7 XX XX X X X X X X X X D EM EM EMEM EM EM EM EM EMEM EM EM EM EM EM EM EM K K K K K K K KKK F FF F G B B B B B B B B B B B B B A A A A A A A A A A A A C C D J H HH H H H H HHHHHH H H A A A AE C C C C AA A A C C C C C F F F F F F F F FF FF F FF FF FF FF FF FF F F F F FF FFG G F F F F F F F F G G FF FF FFF F F FFFF GG F F F FF F F F F F FFF FF FF FF F F F F F F F F F F F F FF G FF FF FF FF G G G G G F F FF FF G G F F F F G G H H H FF FF G E E E E E E D E EEF A A A E EEE A A A G G G G G GH H E E E E AAAA AA AA A A AA A A A A I I I I I I E D G G A A A C JJH H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H A A A A X 7 a bb b a a a a b b b a b b a b L L B B P-A2 3 P-A1 41 WE S T S H O R E D E S I G N E N G I N E E R S , P . C . ! " ! # $ % & ' $ ( DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 4:45:17 PM E200 ELECTRICAL LIGHTING PLAN 11.17.2021 21070432 Y.L 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g 1 RECEPTACLE & DATA OUTLET INSTALLED AT 4'-0" AFF TO SERVE WALL-MOUNTED COMPUTER. SEE DETAIL A9/C5 ON ARCHITECTURAL DRAWING A401. 2 RECEPTACLE INSTALLED AT 4'-0" AFF TO SERVE WALL-MOUNTED DIAGNOSTIC STATION. SEE DETAIL A5/C9 ON ARCHITECTURAL DRAWING A401. 3 SEE DETAIL C11 ON A251 FOR RECEPTACLE MOUNTING DETAILS. 4 POWER AND DATA TO BE BUILT INTO MILLWORK OF COUNTER PER DETAIL ON A402. 5 SEE PLUMBING PLAN FOR EXACT LOCATION OF THE PUMP PRIOR TO INSTALLATION. 6 EC TO PROVIDE BOX AND CONDUIT OR AV CABLES BETWEEN COMPUTER @ 18" AND TV MONITOR @ 66". 7 THIS LIGHTING FIXTURE IS TO BE CONTROLLED SEPARATELY BY A 3-WAY, DIMMABLE SWITCH. A. REFER TO E-001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS AND GENERAL NOTES. B. ALL CABLING SHALL BE LABELED AT EACH END, AND AT FACEPLATE. FOLLOW ADJACENT LABELING SCHEME. CABLE LABELS SHALL BE SELF LAMINATING, PANDUIT OR EQUAL. C. ALL CABLING SHALL BE NEATLY RUN AND SUFFICIENTLY SUPPORTED. FOLLOW NECA 1-2010 GUIDELINES. D. PROVIDE GROUNDING PER NEC FOR ALL ELECTRICAL EQUIPMENT AND ASSOCIATED EQUIPMENT. E. ALL CABLES SHALL BE TESTED FOR PROPER IDENTIFICATION AND CONTINUITY. ALL OPENS, SHORTS, CROSSES, GROUNDS AND REVERSALS SHALL BE CORRECTED. 1/8" = 1'-0"E200 A2 ELECTRICAL LIGHTING PLAN - FIRST FLOOR REVISION SCHEDULE NAME DATE EXP:07/24 T PROPOSED MEDICAL FACILITY FUTURE ADDITION J J J J J J J J JJ J J J J J P-HOUSE 5 P-HOUSE 5 EAEAEA EA EA EB EB EB EB EC EC EB EB EB SIGNAGE P-HOUSE 4 . WE S T S H O R E D E S I G N E N G I N E E R S , P . C . ! " ! # $ % & ' $ ( DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 4:45:18 PM E250 ELECTRICAL SITE LIGHTING PLAN 11.17.2021 21070432 Y.L 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g 1" = 20'-0"E250 A2 ELECTRICAL LIGHTING PLAN - SITE LIGHTING REVISION SCHEDULE NAME DATE EXP:07/24 ! "# # $ $ $ % " 2314 15 16 20 211917 18 249 10543 6 7 8 11 12 1321 22 GENERAL NOTES KEY NOTES# REFER TO FLOOR PLAN FOR ACTUAL QUANTITIES VOICE UTP DATA UTP UTILIZE J-HOOKS FOR CABLE MANAGEMENT ABOVE SUSPENDED CEILING. PROVIDE EVERY 5'-0" OC. (TYPICAL FOR ALL CABLES) PROVIDE LEVITON (OR EQUAL) 48 PORT PATCH PANELS (CAT 6), QTY AS REQUIRED TO ACCOMMODATE ALL PROPOSED JACK LOCATIONS + 10% SPARE. 1 CEILING SPACE PROVIDE (2) 4" EMT CONDUIT RISERS OR VERTICAL SECTION OF CABLE LADDER TO TRANSITION TO CEILING SUPPORTS. PROTECTIVE PLASTIC BUSHING (EACH END) PROVIDE WALL MOUNTED 30RU (56"H), 18"D RACK (MIDDLE ATLANTIC WM SERIES OR EQUAL) MOUNT TO WALL WITHIN DATA ROOM. PROVIDE PAINTED (GRAY) PLYWOOD MOUNTING SURFACE NEW INCOMING SERVICE 208/120V NEW (1) 600KCMIL CU. P/P. & NEUT. IN (1) 3 1/2" C. NEW 1000A SWITCHBOARD, MLO NEW (2) 350KCMIL CU. P/P. & NEUT. IN (2) 3" C.NEW #3/0 CU GND 3 NEW 600A. PANEL "P-A1", 200A PANEL "P-A2", 100A PANEL "P-A3" 120/208V 3P. 4W. NEW METER & 600A BREAKER 120/208V 3P. 4W. 3 FEEDTHRU LUG NEW (1) #4/0 CU. P/P. & NEUT. IN (1) 2" C. 3NEW 200A. PANEL "P-B" 120/208V 3P. 4W. NEW 1000A MAIN SWITCH 120/208V 3P. 4W. (2) SPACE FOR FUTURE EXPANSION NEW METER & 200A BREAKER 120/208V 3P. 4W. NEW (1) #2 CU. P/P. & NEUT. IN (1) 1 1/4" C. 3NEW 100A. PANEL "P- HOUSE" 120/208V 3P. 4W. NEW METER & 100A BREAKER 120/208V 3P. 4W. 3 FEEDTHRU LUG 1" EMT CONDUIT TO CEILING CAVITY CEILING 1" BUSHING PROVIDE J-HOOK CABLE SUPPORTS EVERY 4'-0" O.C. CADDY CAT HP J-HOOK (OR EQUAL) INSTALLATION PER NECA 1 HOMERUN TO DATA RACK FLOOR PLAN SYMBOL DATA VOICE 4-11/16 SQUARE @ 2-1/8"D W SINGLE GANG MUD RING SINGLE GANG COVERPLATE BUNDLE CABLES WITH VELCRO STRAPS. WH/BL 1 2 WH/OR OR 3 4 WH/GR BL 2 1 3 7 WH/BR 5 6 GR 8 BR 4 001 XXX PAIR NUMBERS LABEL IN ACCORDANCE WITH EIA/TIA GUIDELINES LABEL IN ACCORDANCE WITH EIA/TIA GUIDELINES XXXXXX XXXXXX $ 3 A I B LIGHT FIXTURE SCHEDULE and LEGEND SYMBOL TYPE QUANTITY 6 13 MANUFACTURER:LUXRITE MODEL No.:LR23784 LAMP:LED, 11W NOTES: 1, 6, and 8 MANUFACTURER:W86 TRADING CO., LLC MODEL No.:ST7LPL-6P40WD40BLK LAMP:LED, 40W NOTES:3, 8 and 11 MANUFACTURER:EUREKA MODEL No.:4255-UFL LAMP:LED, 8W NOTES:3, 8, and 11 DESCRIPTION 1. PROVIDE WITH ELECTRONIC BALLAST. 2. PROVIDE WITH A BACKUP BATTERY PACK. 3. PENDANT MOUNTED WITH 3/4" RIGID CONDUIT. PROVIDED BY CONTRACTOR. 4. OWNER PURCHASED LIGHT FIXTURES. CONTRACTOR INSTALLED. 5. SURFACE MOUNTED UNIT 6. RECESSED MOUNTED UNIT 7. SEE INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS FOR ALL UNITS INSTALLED ON VERTICAL SURFACE OF WALLS. 8. OR APPROVED EQUAL. PROPOSED SUBSTITUTIONS SHALL MEET ALL GUIDELINES ON G001. VALUE ENGINEERING EQUALS SAME PERFORMANCE IN A SIMILAR PRODUCT. ALL SUBSTITUTIONS SHALL BE APPROVED BY CLIENT / CLIENT REPRESENTATIVE PRIOR TO THE FINALIZING OF BIDDING. 9. SEE REFLECTED CEILING PLAN FOR MOUNTING HEIGHTS. 10. BOTTOM OF CEILING FANS SHALL MATCH THE BOTTOM OF ADJACENT PENDANT MOUNTED LIGHT FIXTURES IN ORDER TO REDUCE SWAYING OF LIGHT FIXTURES. 11. SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS. C D 49 12 4 MANUFACTURER: FOCAL POINT MODEL No.: SEEM 1 LAMP: LED PENDANT, 6W NOTES: 3, 8, and 11 F 114 MANUFACTURER: WARELIGHT MODEL No.:- LAMP: LED, 34W NOTES:1, 6, and 8 E MANUFACTURER: WARELIGHT MODEL No.: - LAMP: LED, 30W NOTES:1, 6, and 8 19 MANUFACTURER: WARELIGHT MODEL No.: - LAMP: LED, 30W NOTES:1, 6, and 8 X 12 MANUFACTURER:EXITRONIX MODEL No.:VEX-U-BP-LB-WH LAMP:LED, 10W NOTES:2, 8, and 11 J MANUFACTURER:LEGRAND MODEL No.:SKYDOME 3'/4' DIAMETER LAMP:LED, 70W NOTES:1, 6, and 8 1/2 G 26 MANUFACTURER: WARELIGHT MODEL No.:- LAMP: LED, 34W NOTES:1, 6, and 8 H EM 70 17 MANUFACTURER: MAXIM LIGHTING MODEL No.:WAFER LED LINEAR 1 LAMP: LED, 36W NOTES:1, 6, and 8 MANUFACTURER:LITHONIA LIGHTING MODEL No.:EU2C LAMP:LED, 10W NOTES:2, 8, and 11 K MANUFACTURER:PROBRITE MODEL No.:POWERWALL 50 LAMP:LED, 50W NOTES:5, 7, and 8 10 L MANUFACTURER:BURTON MODEL No.:ALEDSC LAMP:LED, 84W NOTES:5, 7, and 8 2 EA EB EC 5 7 3 MANUFACTURER:LITHONIA LIGHTING MODEL No.:DSX1 LED P3 40K T5S MVOLT LAMP:LED, 102W, 13088 LUMEN NOTES:8, and 11 MANUFACTURER:LITHONIA LIGHTING MODEL No.:DSX1 LED P3 40K BLC MVOLT LAMP:LED, 102W, 10309 LUMEN NOTES:8, and 11 MANUFACTURER:LITHONIA LIGHTING MODEL No.:DSX1 LED P3 40K RCCO MVOLT LAMP:LED, 102W, 7671 LUMEN NOTES:8, and 11 WE S T S H O R E D E S I G N E N G I N E E R S , P . C . ! " ! # $ % & ' $ ( DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 4:45:18 PM E500 ELECTRICAL COMM. RISER DIAGRAM & DETAILS 11.17.2021 21070432 Y.L 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g A. REFER TO E-001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS AND GENERAL NOTES. B. ALL CABLING SHALL BE LABELED AT EACH END, AND AT FACEPLATE. FOLLOW ADJACENT LABELING SCHEME. CABLE LABELS SHALL BE SELF LAMINATING, PANDUIT OR EQUAL. C. ALL CABLING SHALL BE NEATLY RUN AND SUFFICIENTLY SUPPORTED. FOLLOW NECA 1-2010 GUIDELINES. D. PROVIDE GROUNDING PER NEC FOR ALL ELECTRICAL EQUIPMENT AND ASSOCIATED EQUIPMENT. E. ALL CABLES SHALL BE TESTED FOR PROPER IDENTIFICATION AND CONTINUITY. ALL OPENS, SHORTS, CROSSES, GROUNDS AND REVERSALS SHALL BE CORRECTED. F. FRANCHISEE WILL HIRE A VENDOR TO PROVIDE AND INSTALL ALL AV EQUIPMENT. 12" = 1'-0"E500 C2 DATA/VOICE RISER DIAGRAM 12" = 1'-0"E500 A2 ELECTRICAL RISER DIAGRAM 12" = 1'-0"E500 D6 GENERAL DATA/VOICE/CATV BOX INSTALLATION DETAIL 12" = 1'-0"E500 G6 UTP PUNCHDOWN & LABELING REQUIREMENTS Notes: Lighting 505 VA 100.00% 505 VA Power 11136 VA 100.00% 11136 VA Receptacle 96160 VA 55.20% 53080 VA Other 888 VA 100.00% 888 VA Total Est. Demand:567 A Lighting - Exterior 500 VA 125.00% 625 VA Total Conn.:680 A Lighting - General 8759 VA 125.00% 10949 VA Total Est. Demand:204141 VA HVAC 127257 VA 100.00% 127257 VA Total Conn. Load:244985 VA Cooling 185 VA 100.00% 185 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:680 A Total Conn. Load:244985 VA 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 Panel P-HOUSE 3 100 A 100 A 2492 VA 2 Panel P-B 3 200 A 200 A 39271 VA 1 Panel P-A1-A2-A3 3 600 A 600 A 203241 VA CKT Circuit Description # of Poles Frame Size Trip Rating Load Remarks Notes: Enclosure:MCB Rating:1000 A Mounting:Wires:4 Mains Rating:1000 A Supply From:Phases:3 Mains Type: Location:ELEC 315A Volts:120/208 Wye A.I.C. Rating: Switchboard: SWBD REVISION SCHEDULE NAME DATE EXP:07/24 WE S T S H O R E D E S I G N E N G I N E E R S , P . C . ! " ! # $ % & ' $ ( DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 4:45:18 PM E600 ELECTRICAL PANEL SCHEDULES (1) 11.17.2021 21070432 Y.L 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g % % % # && &&& % # #!& ' &&& ( ) * % ! + % , , % + % - # % # * ( # ) ! !# & ! (!). . & , "& ! (!).$ . & , !& !(!). & . &! ", *& ! (!). * . * *, ! (!). * . * *, *# & * (*). . & , "& * (*).$ . & ! ", !& * (*). & . & *, *& * (*). * . * *, * (*). * . * *, # "& (*).$ . & ! ", !& (*). & . & *, *& (*). * . * *, (*). * . * *, # # # % + - / * # ( + / ) # # ! - &&0/ - % % *& / # & % *& / # & ! % % *& / # % ( - % % ) % * % ( ) % ! ,1/ 2/ 3 , - " 0!0 0"0 ! " % % ( ) ! " % % % #*& 4 % #*& 4 % -- *# # # # * # # *&# # # THE TOTAL CONNECTED LOAD SHOWN IS ABOVE RATED AMPACTIY OF THE PANEL, BUT THE ESTIMATED DEMAND IS BELOW SO THIS IS ACCEPTABLE. Notes: Lighting 299 VA 100.00% 299 VA Receptacle 66600 VA 57.51% 38300 VA Total Est. Demand:130 A Other 708 VA 100.00% 708 VA Total Conn.:204 A Lighting - Exterior 300 VA 125.00% 375 VA Total Est. Demand:46878 VA Lighting - General 5865 VA 125.00% 7331 VA Total Conn. Load:73665 VA Cooling 158 VA 100.00% 158 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:204 A 211 A 200 A Total Load:24400 VA 25241 VA 24028 VA 41 42 39 40 37 38 35 Exam Rm 204 Receptacles 20 A 1 1260...36 33 Exam Rm 205 Receptacles 20 A 1 1260... 1260... 1 20 A Spec. Exam Rm 207 Receptacles 34 31 Exam Rm 211 Receptacles 20 A 1 1260... 1260...1 20 A Exam Rm 203 Receptacles 32 29 Exam Rm 214 Receptacles 20 A 1 1260... 1260... 1 20 A Exam Rm 212 Receptacles 30 27 Spec. Exam Rm 218 Receptacles 20 A 1 1440... 1260... 1 20 A Spec. Exam Rm 215 Receptacles 28 25 Exam Rm 213 Receptacles 20 A 1 1260... 1440...1 20 A Exam Rm 220 Receptacles 26 23 Exam Rm 221 Receptacles 20 A 1 1440... 1260... 1 20 A Spec. Exam Rm 209 Receptacles 24 21 Exam Rm 217 Receptacles 20 A 1 1440... 1440... 1 20 A Exam Rm 219 Receptacles 22 19 Exam Rm 228 Receptacles 20 A 1 1440... 1440...1 20 A Exam Rm 226 Receptacles 20 17 Exam Rm 229 Receptacles 20 A 1 1440... 1260... 1 20 A Consulting Rm 231 Receptacles 18 15 Spec. Exam Rm 234 Receptacles 20 A 1 1440... 1440... 1 20 A Exam Rm 227 Receptacles 16 13 Spec. Exam Rm 233 Receptacles 20 A 1 1440... 1440...1 20 A Exam Rm 236 Receptacles 14 11 Consulting Rm 239 Receptacles 20 A 1 1260... 1440... 1 20 A Exam Rm 235 Receptacles 12 9 Spec. Exam/Exam/Soiled/Office LT/EF-7 20 A 1 1308... 1260... 1 20 A Office 319/Storage 321 Receptacles 10 7 Office/Storage/Utility Rm LT/EF-1,2 20 A 1 1309... 1260...1 20 A Echo Rm 208 Receptacles 8 5 Specialty Care Exam Rooms Lighting 20 A 1 1211... 1260... 1 20 A Exam Rm 206 Receptacles 6 3 Spec/Exam/Nursing/Consult Office LT 20 A 1 1054... 690 VA 1 20 A Specialty Care Corridor Lighting 4 1 Waiting/TLTs/Copy/Chk-in/out/Conf LT/EF-5,6 20 A 1 1210...2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating:1 A Mounting:Surface Wires:4 Mains Rating:200 A Supply From:P-A1 Phases:3 Mains Type: Location:ELEC 315A Volts:120/208 Wye A.I.C. Rating: Branch Panel: P-A2 NA NA REVISION SCHEDULE NAME DATE Notes: Lighting 456 VA 100.00% 456 VA Power 6072 VA 100.00% 6072 VA Receptacle 86760 VA 55.76% 48380 VA Other 888 VA 100.00% 888 VA Total Est. Demand:463 A Lighting - Exterior 400 VA 125.00% 500 VA Total Conn.:564 A Lighting - General 7625 VA 125.00% 9531 VA Total Est. Demand:166799 VA HVAC 101236 VA 100.00% 101236 VA Total Conn. Load:203241 VA Cooling 158 VA 100.00% 158 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:557 A 577 A 561 A Total Load:66858 VA 69133 VA 67250 VA 41 Staff/Admin Corridor Lighting 20 A 1 1017... 1000... 1 20 A Primary Care Corridor Light 42 39 Check-in 103 Receptacles 20 A 1 900 VA 1440... 1 20 A Specialty Care Corridor Receptacles 40 37 Check-in 102/104 Receptacles 20 A 1 900 VA 1080...1 20 A Check-out 104 Receptacles 38 35 Automatic Doors - Primary Wait/Hall 20 A 1 1518... 1080... 1 20 A Check-out 104 Receptacles 36 33 Office 223/232 Receptacles 20 A 1 1800... 900 VA 1 20 A Shared Office 224 Receptacles 34 31 Spec. Exam Rm 210 Receptacles 20 A 1 1440... 1440...1 20 A Mech. Rm Receptacles 32 29 Office 326/Equip Rm 322 Recep. 20 A 1 1620... 1800... 1 20 A Primary Care Corridor Receptacles 30 27 Admin 301/Revenue 302 Recep. 20 A 1 1800... 1800... 1 20 A Primary Care Waiting Recep. 28 25 Nursing 308 Wall Receptacles 20 A 1 900 VA 1440...1 20 A Nursing 308 PC Receptacles 26 23 Automatic Doors - Primary Care/Check-Out 20 A 1 1518... 6004... -- -- --24 21 Automatic Doors - Specialty Care Hallway 20 A 1 1518... 6004... -- -- --22 19 Automatic Doors - Vestibule 20 A 1 1518... 6004...3 60 A RTU-9 20 17 ---- --4804... 4804... -- -- --18 15 ---- -- 4804... 4804... -- -- --16 13 RTU-8 50 A 3 4804... 4804...3 50 A RTU-7 14 11 ---- --4804... 4804... -- -- --12 9 ---- -- 4804... 4804... -- -- --10 7 RTU-6 50 A 3 4804... 4804...3 50 A RTU-5 8 5 ---- --3963... 4563... -- -- --6 3 ---- -- 3963... 4563... -- -- --4 1 RTU-4 45 A 3 3963... 4563...3 50 A RTU-3 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating:1 A Mounting:Surface Wires:4 Mains Rating:600 A Supply From:SWBD Phases:3 Mains Type: Location:ELEC 315A Volts:120/208 Wye A.I.C. Rating: Branch Panel: P-A1 NA Notes: Total Est. Demand:56 A Total Conn.:82 A Total Est. Demand:20030 VA Receptacle 28980 VA 67.25% 19490 VA Total Conn. Load:29520 VA Other 540 VA 100.00% 540 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:81 A 84 A 81 A Total Load:9720 VA 10080 VA 9720 VA 41 42 39 Public/Patient Toilet Receptacles 20 A 1 540 VA 540 VA 1 20 A Copy/Supply 105 Receptacles 40 37 38 35 36 33 Specialty Care Waiting Recep. 20 A 1 720 VA 540 VA 1 20 A Copy/Supply 106 Receptacles 34 31 Point-of-Care Work Receptacles 20 A 1 1260... 1440...1 20 A Conference Rm Receptacles 32 29 Vitals/Nurse Visit/Toilet Receptacles 20 A 1 1260... 180 VA 1 20 A Spec.Care Waiting Water Fountain 30 27 Exam Rm 238 Receptacles 20 A 1 1440... 900 VA 1 20 A Point-of-Care Work Receptacles 28 25 Exam Rm 230 Receptacles 20 A 1 1440... 1440...1 20 A Spec. Exam Rm 225 Receptacles 26 23 Exam Rm 222 Receptacles 20 A 1 1440... 1440... 1 20 A Exam Rm 23 Receptacles 24 21 Vitals Rm 216 Receptacles 20 A 1 1260... 360 VA 1 20 A Med Rm 316 Freezer/Fridge Recep. 22 19 Spec. Exam Rm 202 Recep. 20 A 1 1260... 1440...1 20 A Spec. Exam Rm 201 Receptacles 20 17 Nursing 320 PC Receptacles 20 A 1 1440... 900 VA 1 20 A Nursing 320 Wall Receptacles 18 15 Med Rm 316 Receptacles 20 A 1 540 VA 360 VA 1 20 A Soiled Rm 318 Receptacles 16 13 Primary Care Waiting Water Fountain 20 A 1 180 VA 1260...1 20 A Nursing 312/Clean 310 Recep. 14 11 Provider/Elec/Data Rm Recep. 20 A 1 1080... 1080... 1 20 A Staff Break Rm 307 Recep. 12 9 Provider 305/Storage 303 Recep. 20 A 1 1260... 1080...1 20 A Office 317 Receptacles 10 7 8 5 Equip. Rm 304/Storage 306 Recep. 20 A 1 900 VA 6 3 323T/324T/325 Receptacles 20 A 1 540 VA 4 1 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating:1 A Mounting:Surface Wires:4 Mains Rating:100 A Supply From:P-A2 Phases:3 Mains Type: Location:ELEC 315A Volts:120/208 Wye A.I.C. Rating: Branch Panel: P-A3 EXP:07/24 WE S T S H O R E D E S I G N E N G I N E E R S , P . C . ! " ! # $ % & ' $ ( DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 4:45:18 PM E601 ELECTRICAL PANEL SCHEDULES (2) 11.17.2021 21070432 Y.L 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g REVISION SCHEDULE NAME DATE Notes: Total Est. Demand:7 A Total Conn.:7 A Total Est. Demand:2492 VA Power 2028 VA 100.00% 2028 VA Total Conn. Load:2492 VA HVAC 552 VA 100.00% 552 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:2 A 8 A 13 A Total Load:276 VA 837 VA 1428 VA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 10 7 8 5 Site Lighting 20 A 1 1428...6 3 ---- -- 276 VA 600 VA 1 20 A Exterior Signage 4 1 Plumbing Pump PP-1 20 A 2 276 VA 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating:1 A Mounting:Surface Wires:4 Mains Rating:100 A Supply From:SWBD Phases:3 Mains Type: Location:MECHANICAL 315 Volts:120/208 Wye A.I.C. Rating: Branch Panel: P-HOUSE Notes: Lighting 49 VA 100.00% 49 VA Power 3036 VA 100.00% 3036 VA Receptacle 9400 VA 100.00% 9400 VA Total Est. Demand:110 A Lighting - Exterior 100 VA 125.00% 125 VA Total Conn.:109 A Lighting - General 1135 VA 125.00% 1418 VA Total Est. Demand:39567 VA HVAC 25579 VA 100.00% 25579 VA Total Conn. Load:39271 VA Cooling 26 VA 100.00% 26 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:103 A 112 A 115 A Total Load:12306 VA 13282 VA 13686 VA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 Blood Draw Rm 3 406 Recep. 20 A 1 720 VA 900 VA 1 20 A Soiled Rm 409/Clean Rm 411 Recep. 20 17 Lab Wkrm Counter 404/Toilet 401T Recep. 20 A 1 1440... 1740... 1 20 A Lab Workroom 404 Receptacles 18 15 Blood Draw Rm 2 407 Recep. 20 A 1 720 VA 1000... 1 20 A Staff Break Rm 410/EVS/Toilet Receptacles 16 13 Blood Draw Rm 1 405 Recep. 20 A 1 720 VA 180 VA 1 20 A Outpatient Water Fountain 14 11 Outpatient 401/402 Receptacles 20 A 1 1620... 360 VA 1 20 A Outpatient/Staff/Admin Corridor Recept. 12 9 Automatic Doors - Vestibule 20 A 1 1518... 1518... 1 20 A Automatic Doors - Outpatient Lab Hallway 10 7 ---- -- 3963... 4563...-- -- --8 5 ---- --3963... 4563... -- -- --6 3 RTU-1 45 A 3 3963... 4563... 3 50 A RTU-2 4 1 Outpatient/Check-in/Out/TLT/Hall LT/EF-4 20 A 1 623 VA 687 VA 1 20 A Blood Draw/Staff Break LT/EF-3 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating:1 A Mounting:Surface Wires:4 Mains Rating:200 A Supply From:SWBD Phases:3 Mains Type: Location:MECHANICAL 315 Volts:120/208 Wye A.I.C. Rating: Branch Panel: P-B NANA EXP:07/24 PART 1 -GENERAL 1.1 REFERENCES A. Conditions of the Contract and Division 1, General Requirements, apply to work of this Section. Where Paragraphs of this Section conflict with similar paragraphs of Division 1, requirements of this Section shall prevail. B.These drawings are schematic in nature and represent a completed project. minor modifications of work shall be provided by the contractor to comply with project requirements, locations of devices and equipment show a general arrangement and intended function. all components shown on the riser diagrams, but not on the plan or vice versa, shall be included as if shown on both. exact location of mechanical equipment that require electrical connections are shown on the mechanical drawings. before installation of work, check for swings and all required clearances, to avoid interference with other trades. coordinate with all contract documents, shop drawings and equipment drawings. the contractor is responsible for obtaining all required contract drawings. C.Provide electrical connection for every fixture, or item of equipment requiring same, which is shown on any contract drawing. D.Install equipment in accordance with the manufacturer's recommendations and conditions for warranty and guarantee. provide all accessories required for a complete and satisfactory installation ready for continuous use. E.Grounding: Provide grounding & bonding in accordance with NEC article 250. conductors shall be copper. all feeders, branch circuits, and other wiring systems shall have a separate dedicated green insulated ground wire. Bonding: Provide bonding in accordance with NEC article 250. electrically conductive materials associated with the project shall be connected together in a manner that creates a permanent, low impedance path for ground fault current. F.Equipment or materials shall be new and for any giv en system and shall be a product of the same manufacturer, unless noted otherwise. G.All equipment shall be installed in a neat and workmanlike manner, rectilinear to building structure an in accordance with NECA 1. H.All raceways running through building expansion joints shall be equipped with expansion fittings. I.Cut and patch building structure as required. Provide U.L. listed fire stops methods for penetrations of fire-rated building components or barriers per UL requirements. Refer to architectural drawings for wall and ceiling ratings. Waterproof all exterior outdoor penetrations. This work shall be subject to inspection and approval. J.This contractor shall provide necessary support framing, stiffeners, bracing, and hangers whether shown or not to ensure a complete and durable system. support framing connections shall be welded unless specifically shown otherwise. actual supports may vary from those shown in detail and as required for equipment to be furnished or for existing field conditions. K.As used in this Section, "provide" means "furnish and install" and "others" means “Provided Under Other Sections." “Furnish” means "to purchase and deliver to the project site complete with every necessary appurtenance and support," and "Install" means "to unload" at the delivery point at the site and perform every operation necessary to establish secure mounting and correct operation at the proper location in the project. L.Perform work and provide material and equipment as shown on Drawings and as specified or indicated in this Section of the Specifications. Completely coordinate work of this Section with work of other trades and provide a complete and fully functional installation. Drawings and Specifications form complimentary requirements; provide work specified & not shown, and work shown and not specified as though explicitly required by both. Although work is not specifically shown or specified, provide supplementary or miscellaneous items, appurtenances, devices and materials obviously necessary for a sound, secure and complete installation. Remove all debris caused by contractors’work. M.Drawings are diagrammatic and indicate general arrangement of systems and work included in Contract. It is not intended to specify or to show every offset, fitting or component; however, Contract Documents require components and materials whether or not indicated or specified as necessary to make installation complete and operational. N.Perform work strictly as required by rules, regulations, standards, codes, ordinances, and laws of local, State, City and Federal governments, and other authorities that have lawful jurisdiction. O.Give notices, file plans, obtain permits and licenses where required, pay necessary fees and back charges (unless indicated otherwise in other areas of this contract) and obtain necessary approvals from authorities that have jurisdiction. P.As work progresses and for duration of Contract, maintain complete and separate set of prints of Contract Drawings at job site at all times. Record work completed and all changes from original Contract Drawings clearly and accurately including work installed as a modification or addition to the original design. Q.Work included in this contract shall include, but shall not be limited to, the following: 1. Lighting fixtures including lamps and ballasts. 2. Conduit and raceways. 3. Wire and cable. 4. Branch circuit wiring. 5. Wiring devices and plates. 6. Panelboard modifications 7. Fire seal, fire-proofing 8. Minor demolition/relocation of existing electrical components that interfere with new construction removal and disposal of obsolete components and maintaining some circuits during to keep owner’s facility functional during construction. 9. Nameplates, labels and tags. R.Remove, extend, alter and reconnect existing conduits as directed by owner’s project representative. Reconnect existing conduit that is cut and disconnected to accommodate work. Pull in new wires between nearest accessible outlets intended for reuse. Provide new conduit where wire cannot be pulled in existing. Connect new and existing work to function as complete, continuously grounded system. Remove conduit and equipment not intended for reuse and store where directed. S.Perform work as required by codes, regulations and laws of local, state and federal governments and other authorities with lawful jurisdiction. Approved for intended service. All material and equipment shall be UL, NEMA, ANSI, IEEE, ADA & CBM. T.Contractor shall field verify all site conditions and dimensions prior to commencement of any work or shop fabrication. required changes to work shown on construction drawings shall be approved by the engineer in writing, other trades and owner as required prior to any construction. 1.2 CONTRACT DOCUMENTS A. Work to be performed under this Section is shown primarily on the Electrical Drawings, however the Contractor shall coordinate work with other trades and other trade drawings during construction, especially prior to rough-in of any conduits/raceway. B.Except where modified by a specific notation to the contrary, it shall be understood that the indication and/or description of any item, in the drawings or specifications or both, carries with it the instruction to furnish and install the item, regardless of whether or not this instruction is explicitly stated as part of the indication or description. C.Items referred to in singular number in Contract Documents shall be provided in quantities necessary to complete work. D.Drawings are diagrammatic. They are not intended to be absolutely precise; they are not intended to specify or to show every offset, fitting, and component. The purpose of the drawings is to indicate a systems concept, the main components of the systems, & the approximate geometrical relationships. Based on the systems concept, the main components, and the approximate geometrical relationships, the contractor shall provide all other components and materials necessary to make the systems fully complete and operational. 1.3 DISCREPANCIES IN DOCUMENTS A. Address questions regarding drawings to owner’s project representative in writing before award of contract. Otherwise, engineers interpretation of meaning and intent of drawings shall be final. 1.5 CODES, STANDARDS, AUTHORITIES AND PERMITS A. All work shall be in accordance with the 2014 edition of the national electrical code. B.Perform work in strict accordance with the rules, regulations, standards, codes, ordinances, and laws of local, State, City and Federal governments, and other authorities having legal jurisdiction over the site. C.Material and equipment shall be listed by Underwriters' Laboratories (UL). 1.6 GUARANTEE AND 24-HOUR SERVICE A. Guarantee Work in writing for one year from date of final acceptance. Repair or replace defective materials or installation at no cost to Owner. Correct damage caused in making necessary repairs and replacements under guarantee at no cost to Owner. B.Submit guarantee to owner’s project representative before final payment. C.Statement of guarantee requirements shall not be interpreted to limit Owner's rights under law and this contract. 1.7 RECORD DRAWINGS A. Maintain record drawings on site. Record set must be complete and current and available for inspection when requisitions for payment are submitted. 1.8 SUBMITTALS A. Submit shop drawings and product data after award of contract. Check, stamp and mark with project name. Indicate deviations from contract documents. B.Submit on all proposed materials and equipment and indicate manufacturer's names, addresses and identifying data. No consideration will be given to partial lists. C.Schedule at least 15 working days, exclusive of transmittal time for submittal review. D.Material and equipment requiring Shop Drawing and Product Data submittal shall include all material, equipment and ancillary supporting or mounting hardware which is required by this contract, to complete the work as generally described by the Contract Drawings. PART 2 -PRODUCTS 2.1 RACEWAYS A. Refer to general raceway schedule for additional information. 2.2 OUTLET BOXES A. Outlet boxes on concealed work shall be at least 4" square or octagonal, galvanized pressed steel with plaster rings as required. Outlet boxes for exposed conduit work shall be cast aluminum alloy with cast aluminum alloy covers. B.Where installed in plaster, boxes shall be fitted with galvanized steel plaster covers of required depth to finish flush with finished wall or ceiling. C.Switch boxes, receptacle boxes and other outlet boxes shall be standard 4" square with plaster rings or gang cover as required. D.Provide only enough conduit openings to accommodate conduits at individual location. Each box shall be large enough to accommodate number and sizes of conduits, wires and splices to meet NEC requirements, but shall be at least size shown or specified. Necessary volume shall be obtained by using boxes of proper dimensions. 2.3 JUNCTION BOXES AND PULL BOXES A. Provide code gauge galvanized steel junction and pull boxes for conduit 1-1/4" trade size and larger, where indicated and as necessary to facilitate installation, of required dimensions, with accessible, removable screw-on covers. Provide junction and pull boxes in special sizes and shapes determined in field where necessary. B.Junction box covers shall be accessible. Do not install junction boxes above suspended ceilings except where ceiling is remov able or where access panel is provided. C.Sheet metal pull boxes shall be supported adequately to maintain shape. Larger boxes shall have structural steel bracing welded into rigid assembly formed adequately to maintain alignment in shipment and installation. Secure covers with corrosion-resistant screws or bolts. D.Box materials shall be suitable for use in the environment in which they are installed. 2.4 WIRE AND CABLE (600V INSULATION) A. Provide single-conductor, annealed copper wire and cable with insulation rated 600V, of sizes specified and scheduled on Drawings, for feeders, branch and system wiring. Wire sizes shown and specified are American Wire Gauge for copper. B.Metal cable shall be 600V copper with full-sized insulated ground conductor. Minimum size shall be #12 AWG unless specified otherwise. C.All branch circuits requiring a neutral shall have separate dedicated full-size neutral conductors. D.Wire and cable shall be stranded type and have THWN-THHN or XHHW insulation. E.Wiring within light fixtures and other high-temperature equipment shall have 150°C insulation as required by NEC. F.Splices and Terminations. 1. Make splices in branch circuit wiring with UL-listed, solderless connectors rated 600V, of sizes and types required by manufacturer's recommendations with temperature ratings equal to those of wires. Splice connectors shall be screw-on. Insulate splices with integral covers or with plastic or rubber friction tape to preserve characteristics of wire and cable insulation. 2. Provide standard bolt-on lugs with hex screws to attach copper wire and cable to panelboards and electrical equipment. 3. Ampacity of splices and connectors shall be equal to those of associated wires and cables. G.Where wire size is not noted on drawings, contractor shall size according to the NEC and shall adhere to the following criteria: 1. Equipment circuits and feeders less than or equal to 100A shall be sized using the 60°C copper ampacity column (NEC t310.16). 2. Equipment circuits and feeders greater than 100A shall be sized using the 75°C copper ampacity column (NEC t310.16). minimum wire size shall be #12 THHN/THWN. Aluminum shall not be used. conductors shall be solid up through #10. H.Provide dedicated green insulated grounding conductor and dedicated neutral conductor (except for pre-wired furniture). 2.5 COLOR CODING A. Color coding shall be industry standard for the voltage system applied. B. Branch circuit conductors #12 and #10 shall have solid color compound, solid color coating. Neutrals and equipment grounds shall have solid compound or solid color coating (white, gray and green), except that neutrals with colored stripe shall be used where required by NEC. Conductors #8 and larger with stripes, bands or hash marks shall have background color other than white, green and gray. 2.6 WIRE PULLING EQUIPMENT A. Provide polyethylene ropes for pulling wire. 2.7 WIRING DEVICES & PLATES A. Refer to Legend for additional details and specifications. B.Regular switching devices shall be P&S, 20A, plug tail type. 2.9 LIGHTING FIXTURES A. Install lighting fixtures, equipment and components where shown on Drawings, as listed in fixture schedules and as specified, wired and assembled. Provide approved aligned canopies, hangers and other appurtenances as required. B.Fixtures shall be as specified on the lighting fixture schedule. 2.11 CIRCUIT BREAKERS A. Protective devices shall be molded case circuit breakers providing complete circuit overcurrent protection by having inverse time and instantaneous tripping characteristics. B. Circuit breakers shall be operated by a toggle-type handle and shall have a quick-make, quick-break over-center switching mechanism that is mechanically trip free. C. Automatic tripping of the breaker shall be clearly indicated by the handle position. D. Provide HACR rated circuit breakers for motor circuit protection as indicated on the drawings. E. Provide circuit breakers, ampere, voltage and AIC ratings to match existing panelboards. PART 3 -EXECUTION 3.1 MATERIALS AND WORKMANSHIP A. Work shall be executed in workmanlike manner and shall present neat, rectilinear and mechanical appearance when completed. Maintain maximum headroom at all times. Do not run pipes and ducts exposed unless shown exposed on drawings. Material and equipment shall be new and installed according to manufacturer's recommended best practice so that completed installation shall operate safely and efficiently. 3.2 CONTINUITY OF SERVICES A. Do not interrupt existing services without Owner's and Architect's approvals. 3.3 TESTING, INSPECTION AND CLEANING A. Test wiring and connections for continuity and grounds before fixtures are connected; demonstrate insulation resistance by megger test as required. B. Test lighting fixtures with specified lamps in place for 10 hours; check fixtures in sections. Do not operate lamps other than for testing before final inspection by Architect. Replace lamps that fail within 90 days after acceptance by Architect within Contract Price. C. Failure or defects in workmanship or materials revealed by tests or inspection shall be corrected promptly and retested. Replace defective material. D. Clean panels and other equipment. Panelboard interiors shall be cleaned and vacuumed. Equipment with damage to painted finish shall be repaired to Architect's satisfaction. E. After completion of project, clean the exterior surface of equipment included in this section, including concrete residue. 3.5 WIRING METHODS A. Install wire and cable in approved raceways as specified and as approved by authorities that have jurisdiction. Surface metal raceways shall not be used unless explicitly specified and shown on Drawings. Do not use surface raceways on floor. Do not use armored cable except as approved by local code for lighting and receptacle circuits in suspended ceilings and stud-wall partitions. B. Wire from point of service connection to receptacles, lighting fixtures, devices, equipment, outlets for future extension, and other electrical aparata as shown on Drawings. Provide slack wire for connections. Tape ends of wires and provide blank covers for outlet boxes designated for future use. C. Follow homerun circuit numbers shown on Drawings to connect circuits to panelboards. D. Electrical metallic tubing may be used generally, if approved by local codes, for lighting fixture and receptacle circuits, telephone, inter- communications, signal and instrumentation circuits, & for control circuits. EMT may be used generally, if approved by authorities, in masonry walls, above hung ceilings, in equipment rooms, in mechanical and electrical chases and closets, in exposed locations along ceilings or walls above normal traffic level and where not subject to accidental damage or abuse. E. Install connectors and couplings as recommended by manufacturers. Compression fittings shall not be used with rigid steel or intermediate metallic. F. Provide flexible conduits for connections to electrical equipment and to equipment furnished under Divisions 14 and 15 that are subject to movement, vibration or misalignment; where available space dictates; and where noise transmission must be eliminated or reduced. Flexible conduit shall be liquid-tight under following conditions: 1. Moisture or humidity-laden atmospheres. 2. Corrosive atmospheres. 3. Where wash-down operations are possible. 4. Where seepage or dripping of oil, grease or water is possible. G. Run concealed conduit in as direct lines as possible with minimum number of bends of longest possible radius. Run exposed conduit and EMT parallel to or at right angles to building lines. Ends shall be free from dents or flattening. H. Conduit and EMT runs shall be mechanically and electrically continuous from service entrance to outlets. Conduit shall enter and be secured to cabinet, junction box, pull box or outlet box with locknut outside and bushing inside, or with liquid-tight, threaded, self-locking, cold-weld wedge adapter. Provide additional wrench-tighten locknut for EMT or flexible conduit where circuit voltage exceeds 250 V. Locknuts and bushings or self- locking adapters will not be required where conduits are screwed into tapped connections. Vertical conduit runs that terminate in bottoms of wall boxes or cabinets shall be protected from entrance of foreign material before installation of conductors. I. Size conduit and flexible metallic conduit as required by NEC except as specified or shown on drawings otherwise. 3.6 LABELING: A.Provide printed adhesive labels: a. Junction boxes -indicate "panelboard & ckt no." 3.7 CLEANUP: A.Contractor shall at all times keep the project free from accumulation of waste material or rubbish caused by his operation. Shall be done on a daily basis as required or directed by Engineer. WE S T S H O R E D E S I G N E N G I N E E R S , P . C . ! " ! # $ % & ' $ ( DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 4:45:19 PM E700 ELECTRICAL SPECIFICATION 11.17.2021 21070432 Y.L 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g REVISION SCHEDULE NAME DATE EXP:07/24 WE S T S H O R E D E S I G N E N G I N E E R S , P . C . ! " ! # $ % & ' $ ( DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11/19/2021 4:45:20 PM E800 LIGHTING COMCHECK 11.17.2021 21070432 Y.L 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g REVISION SCHEDULE NAME DATE EXP:07/24 LOCATION MAP N.T.S. NO R T H SITUATE IN: TOWN OF CORTLANDVILLE - CORTLAND COUNTY - STATE OF NEW YORK 1113 TOMPKINS STREET (NYS ROUTE 13) SITE DEVELOPMENT PLANS RAMCO DEVELOPMENT & HOLDIN CAYUGA MEDICAL ASSOCIATES for ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.comCOPYRIGHT ã 2021 MARATHON ENGINEERING DESIGNER CONTACT STATEMENT MARATHON ENGINEERING IS RESPONSIBLE FOR THE DESIGN OF THIS PROJECT. ADAM M. FISHEL, PE, CPESC IS THE DESIGNER AND IS FAMILIAR WITH NYSDOT STANDARDS AND REQUIREMENTS AND SHALL BE CONTACTED AT 607-241-2917 TO RESOLVE ISSUES OR PROBLEMS DURING CONSTRUCTION. ALL REVISIONS, INCLUDING REVISIONS NECESSARY DUE TO FIELD CONDITIONS, SHALL BE APPROVED BY THE NYSDOT. ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION N O R T H 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r LOCATION MAP N.T.S. NO R T H 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11/01/21 AF COUNTY & NYSDOT RE-SUBMITTAL C-1.0 1 of 14 DRAWING TITLE: Demolition Plan SCALE: 1" =30' DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS DEMOLITION NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, PIPES, STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO A SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL PER THE FOLLOWING RECOMMENDATIONS: A. AREAS WITHIN NEW BUILDING FOOTPRINT (INCLUDING SIDEWALKS): IMPORTED STRUCTURAL FILL (NYSDOT 304.14) SHALL BE USED TO BACKFILL THESE AREAS PLACED IN LOOSE LIFTS NOT EXCEEDING 12" AND COMPACTED TO THE MAXIMUM DRY DENSITIES NOTED IN THE EARTHWORK NOTES. B. AREAS OUTSIDE NEW BUILDING FOOTPRINT: THESE AREAS MAY BE BACKFILLED WITH SUITABLE ON-SITE MATERIAL PLACED IN LOOSE LIFTS NOT EXCEEDING 12" AND COMPACTED TO THE MAXIMUM DRY DENSITIES NOTED IN THE EARTHWORK NOTES. IN LIEU OF USING SUITABLE ONSITE MATERIAL IN AREAS OUTSIDE THE BUILDING FOOTPRINT AS FILL, NYSDOT ITEM 203.07 (SELECT GRANULAR) FILL MAY BE USED. THE USE OF ALTERNATE BACKFILL/FILL MATERIALS SHALL BE EVALUATED ON A CASE-BY-CASE BASIS BY THE PROJECT'S GEOTECHNICAL ENGINEER PRIOR TO USE. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF IT IN A LEGAL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 3.THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ANY EXISTING BUILDING/FACILITY TO REMAIN AT ALL TIMES. 4.THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR SUCH SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5.THIS PLAN DOES NOT SHOW ALL ITEMS TO BE DEMOLISHED, ABANDONED AND/OR REMOVED. EXISTING STRUCTURES WITHIN THE CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED, OR RELOCATED AS NECESSARY, UNLESS SPECIFIED OTHERWISE. ALL COSTS SHALL BE INCLUDED IN BASE BID. 6.THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY OF SALVAGED MATERIALS. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO THE EXISTING BUILDING PRIOR TO DEMOLITION. 8.ALL UTILITIES WITHIN PROPOSED BUILDING FOOTPRINTS (INCLUDING 5 FEET BEYOND THE PERIMETER) SHALL BE REMOVED AND THE EXCAVATION AREA SHALL BE BACKFILLED AND COMPACTED PER THE CONSTRUCTION DOCUMENTS. 9.THE CONTRACTOR SHALL FILL ALL ABANDONED UTILITY PIPES AND STRUCTURES WITH CONTROL DENSITY FILL. ALL ABANDONED PIPES AND STRUCTURES WITHIN 2' OF PROPOSED FINISHED GRADE SHALL BE REMOVED UNLESS SPECIFIED OTHERWISE. AT MANHOLES AND STRUCTURES TO REMAIN, ABANDONED PIPES SHALL BE CUT AND PLUGGED AND THE REMAINING OPENING IN THE MANHOLE/STRUCTURE SHALL BE FILLED SO TO MATCH THE REMAINING STRUCTURE/MANHOLE. THE CONTRACTOR HAS THE OPTION TO REMOVE THOSE UTILITIES TO BE ABANDONED AT NO ADDITIONAL COST TO THE OWNER. 10.REMOVAL OR ABANDONMENT OF UTILITIES, DRIVEWAYS, STRUCTURES, ETC. SHALL ONLY BE PERFORMED AFTER CRITICAL NEW OR TEMPORARY INFRASTRUCTURE IS IN PLACE AND OPERATIONAL (I.E. UTILITIES, DRAINAGE, PAVING, ACCESSIBLE PARKING, ETC.). THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER AND SAFE SEQUENCING. 11.THE CONTRACTOR IS RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S SPECIFICATIONS AND SHALL BE APPROVED BY THE AUTHORITY PRIOR TO THE START OF WORK. COSTS FOR SUCH RELOCATIONS SHALL BE INCLUDED IN THE BASE BID. 12.THE CONTRACTOR SHALL VERIFY OVERHEAD UTILITY ELEVATIONS TO AVOID CONFLICTS. 13.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING RELOCATION OR REMOVAL. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY IN AN EFFORT TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. 14.THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SERVICES INCLUDING BUT NOT LIMITED TO: GAS, ELECTRIC, TELEPHONE, STORM DRAINAGE, SANITARY SEWAGE, COMMUNICATIONS, HEAT, ETC. THROUGHOUT ALL PHASES OF CONSTRUCTION. COSTS FOR SUCH TEMPORARY SERVICES SHALL BE INCLUDED IN THE BASE BID. 15.THE CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. AS REQUIRED BY THE OWNER, TOWN OF CORTLANDVILLE AND/OR THE ENGINEER. 16.THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF EXISTING FACILITIES AND CONSTRUCTION OF NEW SITE/BUILDING IMPROVEMENTS. 17.NO WORK SHALL COMMENCE UNTIL ALL INITIAL EROSION AND SEDIMENTATION CONTROL PRACTICES ARE IN PLACE. 18.CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF FACILITIES/STRUCTURES, ETC. WHICH MAY BE DAMAGED DUE TO DEMOLITION OR CONSTRUCTION ACTIVITIES. 19.EXISTING PAVEMENT AND CONCRETE SHALL BE SAW-CUT AT THE LIMITS OF WORK PRIOR TO REMOVAL. 20.THE CONTRACTOR SHALL LIMIT SAW-CUT ACTIVITIES TO ONLY THOSE AREAS WHERE IT IS REQUIRED OR AS SHOWN ON THE PLANS. IF SURROUNDING PAVEMENT/CONCRETE IS DAMAGED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND/OR REPAIR. 21.DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 22.ALL SIGNS, STRIPING AND OTHER FEATURES THAT WERE IMPACTED OR DISTURBED SHALL BE RESTORED. 23.THE CONTRACTOR SHALL REFER TO THE LANDSCAPING PLAN FOR INFORMATION PERTAINING TO THE EXISTING TREES TO REMAIN DURING CONSTRUCTION. 24.TREES TO REMAIN SHALL BE PROTECTED PER DETAIL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TREE PROTECTION. IF TREES INDICATED TO REMAIN ARE DAMAGED OR REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPLACEMENT OF THE TREE(S) AT THE OWNER'S AND/OR TOWN OF CORTLANDVILLE'S DISCRETION. 25.NO WORK OR EQUIPMENT IS ALLOWED ON THE ADJACENT PROPERTIES WITHOUT WRITTEN CONSENT OF PROPERTY OWNER(S), EXCEPT AS SHOWN. 26.THE CONTRACTOR SHALL PROTECT ALL PROJECT BENCHMARKS, PROPERTY CORNERS, AND SURVEY MONUMENTS/MARKERS THROUGHOUT CONSTRUCTION. 27.THE CONTRACTOR SHALL REMOVE AND RETURN ALL WATER METERS TO THE TOWN OF CORTLANDVILLE WATER AUTHORITY. 28.THE PRESENCE OR ABSENCE OF EXISTING ONSITE SEPTIC SYSTEMS IS UNKNOWN. IF ENCOUNTERED, THE CONTRACTOR SHALL DISPOSE OF SYSTEM COMPONENTS AND ANY REMAINING SANITARY SEWAGE IN A LEGAL MANNER. 29.THE PRESENCE OR ABSENCE OF EXISTING WELLS IS UNKNOWN. IF ENCOUNTERED, ALL EXISTING WELLS LOCATED WITHIN THE SITE DEVELOPMENT AREA SHALL BE REMOVED AND ABANDONED IN ACCORDANCE WITH NYSDOH REQUIREMENTS. WHICH INCLUDES: COMPLETE WELL CASING REMOVAL AND BACKFILLING WELL HOLE WITH NEAT CEMENT GROUT. DEPTH, TYPE, ETC. OF EXISTING WELLS UNKNOWN. CONTRACTOR TO CONFIRM CONDITION OF WELLS TO BE ABANDONED AND ABANDONMENT PROCEDURES PRIOR TO THE START OF WORK. 30.THE LOCATION OF EXISTING WATER SERIVCE(S) IS UNKNOWN. THE CONTRACTOR SHALL LOCATE THE SERVICES NEEDING REMOVAL/DECOMMISSIONING PRIOR TO THE START OF WORK. THOSE WATER SERVICES TO BE DECOMMISSIONED SHALL BE DECOMMISSIONED AT THE SERVICE TAP. EXISTING CORPORATION TAP REMOVED AND PLUGGED. CONTRACTOR SHALL COORDINATE WORK SCOPE AND SCHEDULE WITH BOLTON POINT. LIMIT AND LOCATION OF EXCAVATION ASSOCIATED WITH THE SERVICE TAP REMOVAL SHALL BE COORDINATED BY THE CONTRACTOR. EXISTING OVERHEAD UTILITY AND ASSOCIATED POLES, GUY ANCHORS, ETC. TO BE REMOVED. CONTRACTOR TO COORDINATE WORK SCOPE AND SCHEDULE WITH UTILITY COMPANY(IES) EXISTING WATER SERVICE TO BE DECOMMISSIONED AT THE SERVICE TAP. EXISTING CORPORATION TAP TO BE REMOVED AND PLUGGED. CONTRACTOR TO COORDINATE WORK SCOPE AND SCHEDULE WITH CORTLANDVILLE WATER AUTHORITY. PORTION OF WATER SERVICE REMAINING UNDER NYS ROUTE 13 IS TO BE ABANDONED. CONTRACTOR TO LOCATE AND REMOVE EXISTING SANITARY LATERAL ENTERING THE EXISTING MANHOLE AND REPAIR/PLUG STRUCTURE ENTRANCE PER TOWN OF CORTLANDVILLE REQUIREMENTS. EXISTING LATERAL INVERT UNKNOWN. THE EXISTING BENCH SHALL BE REMOVED IN ITS ENTIRETY AND NEW BENCH INSTALLED. DEMOLITION KEYNOTES HAZARDOUS BUILDING MATERIALS SURVEY 1. TO DATE OF THIS PLAN, A HAZARDOUS BUILDING MATERIALS SURVEY HAS NOT BEEN PERFORMED. PRIOR TO STRUCTURE DEMOLITION THE CONTRACTOR SHALL PERFORM SUCH A SURVEY TO THE SATISFACTION OF THE NYS DEPARTMENT OF LABOR AND THE TOWN OF DRYDEN BUILDING DEPARTMENT TO DETERMINE THE PRESENCE OR ABSENCE OF EXISTING BUILDING MATERIALS WHICH MAY REQUIRE SPECIAL HANDLING, REMOVAL, CONTAINMENT, REMEDIATION, DISPOSAL, ETC. 2. IF SUCH MATERIALS ARE IDENTIFIED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING WITH APPROPRIATE CONTRACTORS SPECIFICALLY LICENSED AND CERTIFIED TO PERFORM SUCH WORK. 3.UPON COMPLETION OF STRUCTURE DEMOLITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CERTIFYING TO THE OWNER AND THEIR REPRESENTATIVES THAT ALL IDENTIFIED HAZARDOUS BUILDING MATERIALS HAVE BEEN APPROPRIATELY IDENTIFIED, CONTAINED AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS, INCLUDING THE NYS DEPARTMENT OF LABOR AND THE TOWN OF DRYDEN. X X A B C D E A C C X X X BUILDING & ASSOCIATED PATIO, DECK, STEPS, STOOPS, WALKS, CURBS, RETAINING WALLS, ETC. TO BE REMOVED MAILBOX TO BE REPLACED WITH NEW. FINAL LOCATION TBD BY OWNER GRAVEL DRIVEWAY TO BE REMOVED MISCELLANEOUS ITEM TO BE REMOVED UTILITIES TO BE REMOVED. COORDINATE SERVICE DISCONNECTION/REMOVAL AND ASSOCIATED METER REMOVAL WITH RESPECTIVE UTILITY COMPANY. F G H H G PROPOSED MEDICALFACILITYFUTUREADDITION T PROJECT STATISTICS 1. GENERAL: 1.1 PROPERTY OWNER - N/F FIRST NATIONAL BANK OF DRYDEN 1.2 PROPERTY ADDRESS - 1113 TOMPKINS STREET (STATE ROUTE 13) CORTLANDVILLE, NEW YORK 13045 1.3 TAX ACCOUNT - 95.5-01-19.000 2. ZONING REGULATIONS: 2.1 ZONING DISTRICT - BUSINESS - B2 2.2 CODE REQUIREMENTS - REQUIRED PROVIDED VARIANCE REQ'D MINIMUM LOT SIZE 1 ACRE ±3.24 ACRES NO MINIMUM LOT WIDTH 100'±279'NO MINIMUM FRONT YARD SETBACK 35'35'NO MINIMUM REAR YARD SETBACK 40'>40'NO MINIMUM SIDE YARD SETBACK 8' MIN./12' OTHER 10'NO MINIMUIM GREENSPACE 30% ±46%NO MAXIMUM FLOOR AREA 30,000**±21,000 NO PARKING SPACE SIZE 10'x20'10''x20'NO NUMBER OF PARKING SPACES STANDARD SPACES *107 ADA ACESSIBLE SPACES *6 _ TOTAL *113 NO * TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BY PLANNING BOARD. ** MAX FLOOR AREA SHALL NOT EXCEED 30,000 SF UNLESS CONDITIONAL PERMIT APPROVAL IS GRANTED BY PLANNING BOARD. 3. PARCEL STATISTICS: 3.1 AREA - ±3.24 ACRES 3.2 EXISTING CONDITIONS: FORMER COMMERCIAL/AUTO SERVICE FACILITY 3.3 PROPOSED CONDITIONS: ±21,000 SF MEDICAL FACILITY. MEDICAL FACILITY ALLOWED WITH CONDITIONAL PERMIT. ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION N O R T H 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r LOCATION MAP N.T.S. NO R T H 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11/01/21 AF COUNTY & NYSDOT RE-SUBMITTAL C-2.0 2 of 14 DRAWING TITLE: Site Plan (Phase 1) SCALE: 1" =30' DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS SITE KEYNOTES HEAVY DUTY CONCRETE PAVEMENT RE: DETAIL REGULAR DUTY ASPHALT PAVEMENT, RE: DETAIL HEAVY DUTY ASPHALT PAVEMENT, RE: DETAIL CONCRETE CURBING, RE: DETAIL CONCRETE CURBING TRANSITION, RE: DETAIL ASPHALT DIKE, RE: DETAIL ASPHALT DIKE TRANSITION: RE: DETAIL CONCRETE SIDEWALK, WIDTH SHOWN ON THE PLANS, RE: DETAIL CONCRETE SIDEWALK WITH INTEGRAL CURBING, RE: DETAIL ACCESSIBLE PARKING, RE: DETAIL ACCESSIBLE RAMP, RE: DETAIL STRIPED AREA. EDGE LINES TO BE SWSL/4" AND STRIPES TO BE SWSL/4" 2'-0" O.C. @ 45° TO THE EDGE LINE. SEE PLAN FOR DIMENSIONS BOLLARD, RE: DETAIL PAD MOUNTED TRANSFORMER WITH BOLLARD PROTECTION PER UTILITY COMPANY REQUIREMENTS, RE: ELECTRICAL DUMPSTER ENCLOSURE, RE: DETAIL LIGHT FIXTURE WITH ASSOCIATED BASE AND POLE, RE: DETAIL INGRESS/EGRESS DOORS, RE: ARCH. MONUMENT SIGN, RE: ARCH. A B C D E F G H J K L M N O CONSTRUCTION 1.STAKEOUT - THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USING CONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED 08/16/21, WERE PROVIDED BY HOLT ARCHITECTURE. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTED TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION. 2.BOUNDARY - BOUNDARY INFORMATION WAS TAKEN FROM TOPOGRAPHIC SURVEY MAP PREPARED BY REAGAN LAND SURVEYING DATED 08/05/21 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY. 3.LAYOUT - DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY CALLED OUT OTHERWISE. 4.DEMOLITION - CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMIT LINE" AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELD VERIFIED WITH PROJECT ON-SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE OR RETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BE REMOVED SHALL REMAIN. 5.COORDINATION - THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITE UTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS. 6.STAGING - AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGING AREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD IS NOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITE REPRESENTATIVE. 7.CLOSE-OUT - THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECT CLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE: l REMOVAL OF ANY CONSTRUCTION DEBRIS. l CLEANING PAVEMENT AND WALKWAY SURFACES. l RESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS. l PROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS. l PROVIDING REDLINES FOR RECORD DRAWING. l COMPLETION OF FINAL PUNCH LIST ITEMS. GENERAL 1.APPLICABILITY - THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIES DRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THE BUILDING ENVELOPE INCLUDES ALL AREA WITHIN 5' OUTSIDE OF THE BUILDING'S EXTERIOR WALL. 2.MAPPING - THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BY OTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE. 3.UTILITY STAKEOUT - THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITY STAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED WITH THE OWNER. 4.PROPERTY PROTECTION - THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS, WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. 5.ACCESS - THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES, PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION. 6.SITE SAFETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE IN CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT (OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR. 7.EXCAVATIONS - ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY. 8.MAINTENANCE - PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGN MATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THE OWNER'S ON-SITE REPRESENTATIVE. 9.CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED AND SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITE REPRESENTATIVE. 10.PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THE APPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES AND THE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTOR AGREEMENT 11.INTERIM CONDITIONS - THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAY REQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 12.SPECIFICATIONS - TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS, ARE INTENDED TO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR SHALL REQUEST A CLARIFICATION. P Q A B I R F G F F D D D D D I O H H N H R L L L L I E M Q Q Q Q Q I P C PROPOSED MEDICALFACILITYFUTUREADDITION T PROJECT STATISTICS 1. GENERAL: 1.1 PROPERTY OWNER - N/F FIRST NATIONAL BANK OF DRYDEN 1.2 PROPERTY ADDRESS - 1113 TOMPKINS STREET (STATE ROUTE 13) CORTLANDVILLE, NEW YORK 13045 1.3 TAX ACCOUNT - 95.5-01-19.000 2. ZONING REGULATIONS: 2.1 ZONING DISTRICT - BUSINESS - B2 2.2 CODE REQUIREMENTS - REQUIRED PROVIDED VARIANCE REQ'D MINIMUM LOT SIZE 1 ACRE ±3.24 ACRES NO MINIMUM LOT WIDTH 100'±279'NO MINIMUM FRONT YARD SETBACK 35'35'NO MINIMUM REAR YARD SETBACK 40'>40'NO MINIMUM SIDE YARD SETBACK 8' MIN./12' OTHER 10'NO MINIMUIM GREENSPACE 30%±31%NO MAXIMUM FLOOR AREA 30,000**±21,000 NO PARKING SPACE SIZE 10'x20'10''x20'NO NUMBER OF PARKING SPACES STANDARD SPACES *129 ADA ACESSIBLE SPACES *6 _ TOTAL *135 NO * TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BY PLANNING BOARD. ** MAX FLOOR AREA SHALL NOT EXCEED 30,000 SF UNLESS CONDITIONAL PERMIT APPROVAL IS GRANTED BY PLANNING BOARD. 3. PARCEL STATISTICS: 3.1 AREA - ±3.24 ACRES 3.2 EXISTING CONDITIONS: FORMER COMMERCIAL/AUTO SERVICE FACILITY 3.3 PROPOSED CONDITIONS: ±29,700 SF MEDICAL FACILITY. MEDICAL FACILITY ALLOWED WITH CONDITIONAL PERMIT. ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION N O R T H 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r LOCATION MAP N.T.S. NO R T H 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11/01/21 AF COUNTY & NYSDOT RE-SUBMITTAL C-2.1 3 of 14 DRAWING TITLE: Site Plan (Phase 2) SCALE: 1" =30' DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS CONSTRUCTION 1.STAKEOUT - THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USING CONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED 08/16/21, WERE PROVIDED BY HOLT ARCHITECTURE. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTED TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION. 2.BOUNDARY - BOUNDARY INFORMATION WAS TAKEN FROM TOPOGRAPHIC SURVEY MAP PREPARED BY REAGAN LAND SURVEYING DATED 08/05/21 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY. 3.LAYOUT - DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY CALLED OUT OTHERWISE. 4.DEMOLITION - CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMIT LINE" AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELD VERIFIED WITH PROJECT ON-SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE OR RETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BE REMOVED SHALL REMAIN. 5.COORDINATION - THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITE UTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS. 6.STAGING - AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGING AREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD IS NOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITE REPRESENTATIVE. 7.CLOSE-OUT - THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECT CLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE: l REMOVAL OF ANY CONSTRUCTION DEBRIS. l CLEANING PAVEMENT AND WALKWAY SURFACES. l RESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS. l PROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS. l PROVIDING REDLINES FOR RECORD DRAWING. l COMPLETION OF FINAL PUNCH LIST ITEMS. GENERAL 1.APPLICABILITY - THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIES DRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THE BUILDING ENVELOPE INCLUDES ALL AREA WITHIN 5' OUTSIDE OF THE BUILDING'S EXTERIOR WALL. 2.MAPPING - THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BY OTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE. 3.UTILITY STAKEOUT - THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITY STAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED WITH THE OWNER. 4.PROPERTY PROTECTION - THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS, WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. 5.ACCESS - THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES, PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION. 6.SITE SAFETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE IN CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT (OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR. 7.EXCAVATIONS - ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY. 8.MAINTENANCE - PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGN MATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THE OWNER'S ON-SITE REPRESENTATIVE. 9.CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED AND SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITE REPRESENTATIVE. 10.PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THE APPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES AND THE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTOR AGREEMENT 11.INTERIM CONDITIONS - THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAY REQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 12.SPECIFICATIONS - TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS, ARE INTENDED TO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR SHALL REQUEST A CLARIFICATION. SITE KEYNOTES REGULAR DUTY ASPHALT PAVEMENT, RE: DETAIL HEAVY DUTY ASPHALT PAVEMENT, RE: DETAIL ASPHALT DIKE, RE: DETAIL ASPHALT DIKE TRANSITION: RE: DETAIL STRIPED AREA. EDGE LINES TO BE SWSL/4" AND STRIPES TO BE SWSL/4" 2'-0" O.C. @ 45° TO THE EDGE LINE. SEE PLAN FOR DIMENSIONS TIMBER GUIDE RAIL, RE: DETAIL A B C D E F A B C E E F C C PROPOSED MEDICALFACILITYFUTUREADDITION T ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION N O R T H 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r LOCATION MAP N.T.S. NO R T H 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11/01/21 AF COUNTY & NYSDOT RE-SUBMITTAL C-3.0 4 of 14 DRAWING TITLE: Grading, Drainage & Erosion Control Plan SCALE: 1" =30' DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS EROSION CONTROL 1.CERTIFICATION - THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP), WHICH INCLUDES THE "GRADING PLAN", "EROSION CONTROL PLAN", "EROSION CONTROL NOTES", ALONG WITH THE "DRAINAGE REPORT", DEFINES AND MEETS THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) LATEST STORM WATER REGULATIONS. 2.CONTRACTOR RESPONSIBILITY - ALL CONTRACTORS AND SUB-CONTRACTORS SHALL CERTIFY WITHIN THE SWPPP THAT THEY WILL IMPLEMENT AND MAINTAIN STORM WATER MANAGEMENT PRACTICES. 3.INSPECTION - EROSION CONTROL (EC) MEASURES INSTALLED AND MAINTAINED BY THE SITE WORK CONTRACTOR ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE: MUNICIPALITY, DESIGN ENGINEER, NYSDEC, AND OWNER'S REPRESENTATIVE. IMMEDIATE ACTION BY THE CONTRACTOR SHALL BE TAKEN IF ADDITIONAL OR CORRECTIVE MEASURES ARE REQUIRED BY ANY ONE OF THESE CITED REVIEWERS. EROSION CONTROL MEASURES NOT SPECIFICALLY SHOWN ON CONTRACT DRAWINGS (I.E.., STRAW BALES, COLLARS, FABRICS, ETC.) SHALL BE INSTALLED AS WARRANTED BY FIELD CONDITIONS, AND AS DIRECTED BY THE AFOREMENTIONED REVIEWERS. 4.NOTIFICATION - AS DESIGN ENGINEER, OUR OFFICE HAS NOTIFIED THE OWNER OF THE INSPECTION REQUIREMENTS UNDER GP-0-20-002. DISTURBANCES OF 1.0 ACRE OR GREATER REQUIRE THAT THE OWNER FILE A NOTICE OF INTENT (NOI) AND A SWPPP WITH THE NYSDEC UNDER STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES) GENERAL PERMIT #GP-0-20-002. THE REGULATIONS REQUIRE THAT A LICENSED PROFESSIONAL COMPLETE A WEEKLY INSPECTION (THROUGHOUT THE PERIOD OF LAND DISTURBANCE). 5.PRE-CONSTRUCTION - THE APPROPRIATE EROSION CONTROL MEASURES AS DEFINED BY THE CONSTRUCTION DOCUMENTS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 6.TOPSOIL - UPON COMPLETION OF THE STOCKPILE STRIPPING OPERATION, STOCKPILES SHALL BE STABILIZED IN ACCORDANCE TO NYSDEC REGULATIONS. 7.SLOPES - UPON COMPLETION OF GRADING, SLOPES WITH A GRADIENT OF ONE FOOT VERTICAL TO THREE FEET HORIZONTAL (1 ON 3) OR GREATER SHALL BE: TOPSOILED, SEEDED, FERTILIZED AND MULCHED OR TREATED AS SPECIFIED ON CONTRACT DRAWINGS. 8.DUST - THE CONTRACTOR SHALL APPLY WATER AND/OR CALCIUM CHLORIDE, AS CONDITIONS WARRANT, TO CONTROL WIND BORN EROSION. THIS MEASURE APPLIES TO: HAUL ROADS, CUT AND FILL OPERATIONS, SUB-BASE AND ANY OTHER EXPOSED SURFACES. 9.OPERATION & MAINTENANCE - THROUGHOUT THE PERIOD OF CONSTRUCTION AND PRIOR TO ESTABLISHING FINAL GROUND COVER THE SITE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE TEMPORARY EROSION CONTROL MEASURES. FOR EXAMPLE, THE SILTATION FACILITIES SHALL BE RE-EXCAVATED WHEN THE VOLUME (3600 CUBIC FEET/DISTURBED ACRE) IS REDUCED BY ONE-HALF OR MORE OF ITS SPECIFIED CAPACITY AND/OR THE MATERIAL IS WITHIN ONE FOOT OF THE DISCHARGE POINT. 10.WORK STOPPAGE - ALL DISTURBED AREAS NOT TO BE WORKED WITHIN 14 DAYS MUST BE SEEDED WITHIN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. 11.TEMPORARY STABILIZATION - TEMPORARY STABILIZATION SHALL REQUIRE 4 TONS OF STRAW/ ACRE OF DISTURBANCE PLACED WITH TACKIFIER OR ROLLED WITH A TRACKED VEHICLE TO ENSURE NOT DISPLACED. 12.WINTER STABILIZATION - ALL WINTER STABILIZATION METHODS IDENTIFIED IN THE NYS 'BLUE BOOK' SHALL BE FOLLOWED FOR ANY DISTURBANCE OR NON-STABILIZED AREAS FROM NOVEMBER 15TH - APRIL 1ST. 13.SUBSOIL RESTORATION - ALL AREAS TO BE RESTORED AS LAWN SHALL BE RESTORED PER CHAPTER 5 (5.1.6) OF THE NEW YORK STATE STORMWATER DESIGN MANUAL AND THE SOIL RESTORATION TABLE (TABLE 5.3 - SOIL RESTORATION REQUIREMENTS) SHOWN ON THE PLANS. THE PROJECT SOILS ARE HYDROLOGIC SOIL GROUP A AND SHALL BE RESTORED AS SPECIFIED. 14.SEQUENCE - THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN THE FOLLOWING SEQUENCE UNLESS AUTHORIZED OTHERWISE AT PRE-CONSTRUCTION MEETING: l INSTALL PERIMETER SEDIMENT CONTROLS, I.E. EROSION FENCING. l INSTALL STABILIZED CONSTRUCTION ENTRANCE. l PROTECT VEGETATION TO REMAIN. l CLEAR/GRUB AND CONSTRUCT DIVERSIONARY SWALES, AND SEDIMENT BASINS. l COMPLETE CLEARING AND GRUBBING OPERATION. l PLACE EROSION CONTROL MEASURES AT TOPSOIL STOCKPILES AND STRIP TOPSOIL. l CONSTRUCT SWALES AND SILTATION DEVICES AS EARTHWORK OPERATIONS PROGRESS. l MAINTAIN EROSION CONTROL MEASURES AND PLACE ADDITIONAL MEASURES AS EARTHWORK AND UNDERGROUND UTILITIES ARE CONSTRUCTED. l RESTORE AREAS AS DEFINED BY CONTRACT DOCUMENTS. l REMOVE EROSION CONTROL MEASURES AS AREAS ARE REESTABLISHED WITH GROUND COVER. EARTHWORK 1.PREPARATION - PRIOR TO START OF EARTHWORK OPERATIONS THE CONTRACTOR SHALL COMPLETE THE FOLLOWING APPLICABLE ITEMS AS DEFINED BY CONTRACT DOCUMENTS: l SITE DEMOLITION - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; STRUCTURES, UTILITIES, PAVEMENTS, ETC. l CLEARING AND GRUBBING - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; TREES, BRUSH, STUMPS, ETC. l TOPSOIL STRIPPING - STRIP AND STOCKPILE TOPSOIL FOR REUSE. EXCESS TOPSOIL MAY BE REMOVED FROM SITE WITH APPROVAL BY OWNER AND MUNICIPALITY. 2.RESPONSIBILITY - THE CONTRACTOR IS RESPONSIBLE FOR: l ESTIMATE - COMPLETION OF A QUANTITY TAKEOFF TO DETERMINE THE VOLUME OF CUT, FILL, AND TOPSOIL. COMPARE AND COORDINATE WITH INFORMATION PROVIDED BY THE DESIGN ENGINEER. l GRADE TOLERANCES - ESTABLISHING DESIGN SUBGRADE ELEVATIONS TO WITHIN ONE TENTH OF ONE FOOT (0.10') IN PAVEMENT AREAS (INCLUDING WALKS) AND TO WITHIN THIRTY-THREE HUNDREDTHS OF ONE FOOT (0.33') FOR ALL REMAINING AREAS. l COMPACTION - ACHIEVING THE SPECIFIED MINIMUM COMPACTION VALUES FOR EMBANKMENT/FILL AREAS. THE TERMS "FILL" AND EMBANKMENT" ARE INTERCHANGEABLE. l CUTS - ONCE EXCAVATIONS ARE SHAPED TO THE DESIGN GRADES THE AREAS SHALL BE PROTECTED TO ASSURE THAT THE INTEGRITY OF MATERIAL IS NOT COMPROMISED BY CONSTRUCTION VEHICLES AND/OR IMPROPER DRAINAGE. AREAS DETERMINED BY CONTRACTOR TO BE NOT SUITABLE FOR SUBGRADE PLACEMENT SHALL BE IMMEDIATELY REPORTED WHEN THE SUBGRADE IS ESTABLISHED TO OWNER'S REPRESENTATIVE. STABILIZATION MEASURES FOR CUT AREAS MAY BE CONSIDERED BY OWNER'S REPRESENTATIVE AS A CHANGE TO THE BASE CONTRACT. 3. TESTING - THE FOLLOWING MAXIMUM DRY DENSITIES SHALL BE ACHIEVED AS MEASURED BY THE MODIFIED PROCTOR METHOD ASTM D-1557: l 95% UNDER PAVEMENTS, WALKS, AND IN STRUCTURAL FILL AREAS l 85% IN REMAINING AREAS THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE NUMBER OF TESTS AND RESPONSIBILITY. WE RECOMMEND IN EMBANKMENT AREAS ONE PER LIFT AND/OR ONE PER 1,000 CUBIC YARDS. 4.LIFT THICKNESS - THE MAXIMUM LIFT THICKNESS UNDER PAVEMENTS, WALKS, AND STRUCTURAL FILLS SHALL BE 12 INCHES. HAND OPERATED COMPACTION FILLS SHALL NOT EXCEED 6 INCHES. 5.PROOF ROLLING - THE OWNER'S REPRESENTATIVE MAY REQUEST A PROOF ROLL (I.E. LOADED TEN WHEELER) OF SUBGRADE AREAS PRIOR TO PLACEMENT OF SUBBASE MATERIALS. AREAS THAT "FAIL" SHALL BE REMOVED AND REPLACED TO ACHIEVE A PASSING SUBGRADE. DISTURBANCE SUMMARY: ONSITE DISTURBED: ±3.10 ACRES OFFSITE DISTURBED: ±0.10 ACRES TOTAL DISTURBED:±3.20 ACRES TOTAL PROJECT AREA: ±3.35 ACRES EXISTING IMPERVIOUS: ±1.70 ACRES EXISTING PERVIOUS: ±1.50 ACRES PROPOSED IMPERVIOUS: ±2.14 ACRES PROPOSED PERVIOUS: ±1.066 ACRES PROPOSED MEDICALFACILITYFUTUREADDITION T ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION N O R T H 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r LOCATION MAP N.T.S. NO R T H 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11/01/21 AF COUNTY & NYSDOT RE-SUBMITTAL C-4.0 5 of 15 DRAWING TITLE: Utility Plan SCALE: 1" =30' DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS 2.STORM 2.1 REGULATIONS - STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST REGULATIONS OF THE MUNICIPALITY AND ALL THERMOPLASTIC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D-2321. 2.2 MATERIALS - THE CONTRACTOR MAY USE THE FOLLOWING PIPE MATERIAL FOR THE MAIN SEWER AS ALLOWED BY THE MUNICIPALITY, PROVIDING THAT THE ROUGHNESS COEFFICIENT ("N" FACTOR) IS 0.013 OR BETTER: ·HIGH DENSITY CORRUGATED POLYETHYLENE PIPE (PE), AASHTO M-294, TYPE S, ASTM D-3350. 2.3 ROOF DRAINAGE - ALL ROOF DRAINAGE SHALL BE COLLECTED AND PIPED TO THE STORM SEWER SYSTEM UNLESS SPECIFIED OTHERWISE. 2.4 TESTING - UPON COMPLETION OF SYSTEM INSTALLATION, THE MAIN SEWER SYSTEM AND LEADS TO STRUCTURES SHALL BE FLUSHED AND LAMPED TO THE SATISFACTION OF THE MUNICIPALITY. UTILITIES 1.SANITARY 1.1 MATERIALS ·MAINS - PIPING SHALL BE POLYVINYL CHLORIDE (PVC) WITH ENDS SUITABLE FOR ELASTOMERIC GASKET JOINTS, AND A MINIMUM WALL THICKNESS OF SDR-35. PIPING AND FITTINGS SHALL MEET: ·ASTM D-3034 (4" THRU 15") ·ASTM F-679 (18" THRU 48") ·JOINTING MATERIALS - SHALL BE BELL-AND-SPIGOT WITH INTEGRAL PUSH ON TYPE ELASTOMERIC GASKET JOINTS, GASKET MATERIAL TO BE NEOPRENE MEETING ASTM D-3212. ·MANHOLES - SHALL BE PRECAST CONCRETE WITH NEOPRENE GASKETS MEETING ASTM C-478 & ASTM C-443. 1.2 INFILTRATION/ EXFILTRATION - MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER DAY FOR THE SANITARY SEWER. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO THE PROCEDURE DESCRIBED IN ASTM F1417 ENTITLED STANDARD PRACTICE FOR INSTALLATION ACCEPTANCE OF PLASTIC NON-PRESSURE SEWER LINES USING LOW-PRESSURE AIR. SANITARY MANHOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EX FILTRATION OR VACUUM. VACUUM TESTING OF MANHOLES SHALL COMPLY WITH THE METHOD OUTLINED IN THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TECHNICAL INFORMATION PAMPHLET (TIP) NO. 15 (REVISED). 1.3 FLOOR DRAINS - FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT. MUST BE CONNECTED TO THE SANITARY SEWER. NOTE: FLOOR DRAINS DO NOT INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED TO INTERCEPT UNCONTAMINATED GROUND WATER. ALL DISCHARGES FROM THE FLOOR DRAINS TO THE SANITARY SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE CORTLAND COUNTY SEWER USE LAW. 1.4 TESTING - DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IF THE DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDREL. IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 1.5 SEPARATION - MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IN ADDITION. WHEN THE WATER MAIN PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAINS AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES. MANHOLES OR VAULTS. 3.1 WATER SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND SPECIFICATIONS OF THE WATER AUTHORITY. 3.2 WATER SERVICE LINES SHALL HAVE A MINIMUM OF FIVE FEET OF COVER FROM FINISHED GRADE IN LAWN AREAS AND SIX FEET OF COVER FROM FINISHED GRADE IN PAVED AREAS. 3.3 WATER SERVICE LINES SHALL BE SEPARATED AT LEAST TEN FEET, MEASURED FROM THE OUTSIDE OF THE PIPES, FROM SEWER MAINS OR SEPTIC SYSTEMS. 3.4 WATER SERVICE LINES SHALL BE IDENTIFIED AS: (A) ACCEPTABLE MATERIAL IS *CLASS 52 CEMENT MORTAR LINED DUCTILE IRON PIPE OR HDPE DR 21 (200 PSI) (B) SERVICE TYPES INCLUDE: DOMESTIC = DS, FIRE = FS, OR COMBINED = CMB 3.5 THE WATER AUTHORITY'S PORTION OF THE WATER SERVICE LINE SHALL BE INSTALLED PRIOR TO THE PRIVATE PORTION OF THE SERVICE LINE. 3.6 WATER METER(S) TO BE LOCATED ON THE INTERIOR OF EXTERIOR WALLS(S) IMMEDIATELY UPON SERVICE ENTRANCE INTO THE BUILDING(S). A BY-PASS ASSEMBLY IS NOT REQUIRED AROUND THE INSTALLATION OF 5/8-INCH THROUGH 1-INCH METERS. 1 ½-INCH + 2-INCH METER INSTALLATIONS MAY REQUIRE A BYPASS ASSEMBLY AROUND THE METER. METER INSTALLATION 3-INCH OR GREATER REQUIRE A BYPASS ASSEMBLY AROUND THE METER. 3.7 WATER SERVICE LINES SIZED 4-INCHES OR GREATER SHALL BE: ·PRESSURE TESTED IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE TOWN OF CORTLANDVILLE WATER AUTHORITY. A WATER AUTHORITY REPRESENTATIVE MUST WITNESS THIS TEST. ·DISINFECTED BY USING THE CONTINUOUS FEED METHOD ACCORDING TO AWWA STANDARD SPECIFICATIONS. AFTER FLUSHING AND DISINFECTING THE SERVICE LINE, WATER SAMPLES SHALL BE COLLECTED IN ACCORDANCE WITH THE DEPARTMENT OF HEALTH THAT HAS JURISDICTION OF THE AREAS REQUIREMENTS. APPROVAL AND NOTIFICATION BY THE HEALTH DEPARTMENT OF PASSING HEALTH SAMPLE TEST(S) MUST BE RECEIVED BEFORE THE SERVICE WILL BE ACTIVATED BY THE WATER AUTHORITY. 3.8 ALL MECHANICAL JOINTS SHALL BE RESTRAINED. TOWN PORTION: FROM THE WATER MAIN TO AND INCLUDING THE CONTROL VALVE ON THE ROW/PROPERTY/EASEMENT LINE PRIVATE PORTION: FROM THE CONTROL VALVE TO THE BUILDING HDPE* 3. WATER HDPE* 6" 6"CMB CMB PROPOSED MEDICALFACILITYFUTUREADDITION T ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION N O R T H 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r LOCATION MAP N.T.S. NO R T H 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11/01/21 AF COUNTY & NYSDOT RE-SUBMITTAL C-5.0 6 of 14 DRAWING TITLE: Lighting & Landscaping Plan SCALE: 1" =30' DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS LIGHTING NOTES 1.THE LIGHTING INFORMATION PRESENTED ON THIS PLAN IS AS PROVIDED BY POINT SOURCE GROUP ON 9/16/21. CONTRACTOR SHALL COORDINATE FINAL LIGHTING LAYOUT WITH POINT SOURCE GROUP. 2.THE CONTRACTOR SHALL REFER TO THE ELECTRICAL PLANS FOR ROUTING OF ELECTRIC TO SITE LIGHTING. RESTORATION AND LANDSCAPING 1. GUARANTEE - THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE REQUIREMENTS, MAINTENANCE, AND TIME TO ESTABLISH NEW TURF AND LANDSCAPING ACCEPTANCE BY THE OWNER. 2. TOPSOIL - PLACE A MINIMUM OF 4 INCHES (REQUIRED) OF TOPSOIL ON ALL DISTURBED SURFACES. FINE GRADE TO ESTABLISH THE DESIGN ELEVATIONS AND DRAINAGE PATTERNS. OBTAIN OWNER'S REPRESENTATIVE APPROVAL PRIOR TO SEEDING. 3. SEED - LAWN AREAS SHALL BE HYDROSEEDED WITH AN APPROVED; SEED MIXTURE, MULCH, AND FERTILIZER. THE APPLICATION RATE SHALL BE DETERMINED BY CONTRACTOR TO ESTABLISH A "STAND" OF GRASS. THE CONTRACTOR SHALL SUBMIT MATERIAL AND APPLICATION SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO APPLICATION. 4. PLANT STOCK - PLANT MATERIALS SHALL BE IN ACCORDANCE WITH "AMERICAN STANDARD FOR NURSERY STOCK". THE CONTRACTOR SHALL SUBMIT PLANT MATERIAL SPECIFICATIONS TO THE OWNER'S ON-SITE REPRESENTATIVE FOR APPROVAL PRIOR TO DELIVERY TO THE SITE. 5. PLANT LOCATIONS - THE PLANT LOCATIONS DEPICTED ON THE PLAN MAY BE FIELD ADJUSTED (SO THEY DO NOT INTERFERE WITH UTILITIES) AND TO THE SATISFACTION OF OWNER'S REPRESENTATIVE. 6. PLANTING BEDS - PROVIDE TWELVE INCHES (12") OF TOPSOIL, WEED FABRIC (AS DIRECTED BY OWNER), AND THREE INCHES (3") OF MULCH AT PLANTING BEDS, UNLESS SPECIFIED OTHERWISE ON DRAWINGS. SEED & MULCH SEED MIX SHALL BE TOWN & COUNTRY SEED MIX AS MANUFACTURED BY CROSSMAN SEED CORPORATION. SEED MIX SHALL CONSIST OF: 30% CREEPING RED FESCUE 20% GATOR 3 PERENNIAL RYEGRASS 20% ALL STAR 3 PERENNIAL RYEGRASS 20% KEYSTONE 2 PERENNIAL RYEGRASS 10% KENTUCKY BLUEGRASS 98 / 85 SEEDING RATE SHALL BE 6LBS./ 1000 S.F. OF PURE LIVE SEED. MULCH: SHALL BE STRAW APPLIED AT 2 TONS/ACRE LANDSCAPING SCHEDULE A A A A A B BB C C B C B B B ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11/01/21 AF COUNTY & NYSDOT RE-SUBMITTAL C-6.0 7 of 14 DRAWING TITLE: Detail Sheet (1 of 4) SCALE: NA DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS EROSION CONTROL SILT SOCK PIPE OUTLET PROTECTION SILT FENCE CONCRETE WASHOUT AREA STABILIZED CONSTRUCTION ENTRANCE/EXIT EMERGENCY SPILLWAY OUTLET INFILTRATION BASIN ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11/01/21 AF COUNTY & NYSDOT RE-SUBMITTAL C-6.1 8 of 14 DRAWING TITLE: Detail Sheet (2 of 4) SCALE: NA DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS ACCESS RAMP CURB TRANSITION CONCRETE PAVEMENT REGULAR DUTY PAVEMENT SECTION HEAVY DUTY PAVEMENT SECTION CONCRETE SIDEWALK CONCRETE CURB ASPHALT DIKE ASPHALT DIKE TRANSITION RESERVED PARKING VAN ACCESSIBLE RESERVED PARKING AND SIGNAGE TIMBER GUIDERAIL ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11/01/21 AF COUNTY & NYSDOT RE-SUBMITTAL C-6.2 9 of 14 DRAWING TITLE: Detail Sheet (3 of 4) SCALE: NA DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS DROP/ FIELD INLET SANITARY MANHOLE SANITARY TRENCH PVC SANITARY CLEANOUT DETAIL PVC STORM CLEANOUT DETAIL STORM TRENCH SOLID PIPE VALVE NOT TO SCALE HYDRANT ASSEMBLY CLASS A WATER TRENCH STORM MANHOLE ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11/01/21 AF COUNTY & NYSDOT RE-SUBMITTAL C-6.3 10 of 14 DRAWING TITLE: Detail Sheet (4 of 4) SCALE: NA DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS LIGHT BASE DECIDUOUS PLANTINGS SHRUB PLANTINGS GROUND COVER PLANTINGS DUMPSTER ENCLOSURE STEEL BOLLARD CONIFEROUS PLANTINGS RESERVED PROPOSED MEDICALFACILITYFUTUREADDITION T PROPOSED MEDICALFACILITYFUTUREADDITION T ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION N O R T H 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r LOCATION MAP N.T.S. NO R T H 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11/01/21 AF COUNTY & NYSDOT RE-SUBMITTAL C-7.0 11 of 14 DRAWING TITLE: Truck Turn Plan SCALE: AS NOTED DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS FIRE TRUCK TURNING MOVEMENT (PHASE 1) FIRE TRUCK TURNING MOVEMENT (PHASE 2) FIRE TRUCK TEMPLATE SCALE: 1"=40' SCALE: 1"=20' SCALE: 1"=40' PR O P O S E D M E D I C A L T PR O P O S E D M E D I C A L T ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r LOCATION MAP N.T.S. NO R T H 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11/01/21 AF COUNTY & NYSDOT RE-SUBMITTAL C-8.0 12 of 14 DRAWING TITLE: Driveway Plan SCALE: 1" =30' DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS NO R T H DRIVEWAY LAYOUT PLAN SCALE: 1"=30' DRIVEWAY GRADING AND UTILITY PLAN SCALE: 1"=30' NYSDOT PAVEMENT RESTORATION ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11/01/21 AF COUNTY & NYSDOT RE-SUBMITTAL C-8.1 13 of 14 DRAWING TITLE: Driveway Details (1 of 2) SCALE: NA DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11/01/21 AF COUNTY & NYSDOT RE-SUBMITTAL C-8.2 14 of 14 DRAWING TITLE: Driveway Details (2 of 2) SCALE: NA DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS WATER SERVICE PROFILE PROPOSED MEDICALFACILITYFUTUREADDITION T PROJECT STATISTICS 1. GENERAL: 1.1 PROPERTY OWNER - N/F FIRST NATIONAL BANK OF DRYDEN 1.2 PROPERTY ADDRESS - 1113 TOMPKINS STREET (STATE ROUTE 13) CORTLANDVILLE, NEW YORK 13045 1.3 TAX ACCOUNT - 95.5-01-19.000 2. ZONING REGULATIONS: 2.1 ZONING DISTRICT - BUSINESS - B2 2.2 CODE REQUIREMENTS - REQUIRED PROVIDED VARIANCE REQ'D MINIMUM LOT SIZE 1 ACRE ±3.24 ACRES NO MINIMUM LOT WIDTH 100'±279'NO MINIMUM FRONT YARD SETBACK 35'35'NO MINIMUM REAR YARD SETBACK 40'>40'NO MINIMUM SIDE YARD SETBACK 8' MIN./12' OTHER 10'NO MINIMUIM GREENSPACE 30% ±46%NO MAXIMUM FLOOR AREA 30,000**±21,000 NO PARKING SPACE SIZE 10'x20'10''x20'NO NUMBER OF PARKING SPACES STANDARD SPACES *107 ADA ACESSIBLE SPACES *6 _ TOTAL *113 NO * TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BY PLANNING BOARD. ** MAX FLOOR AREA SHALL NOT EXCEED 30,000 SF UNLESS CONDITIONAL PERMIT APPROVAL IS GRANTED BY PLANNING BOARD. 3. PARCEL STATISTICS: 3.1 AREA - ±3.24 ACRES 3.2 EXISTING CONDITIONS: FORMER COMMERCIAL/AUTO SERVICE FACILITY 3.3 PROPOSED CONDITIONS: ±21,000 SF MEDICAL FACILITY. MEDICAL FACILITY ALLOWED WITH CONDITIONAL PERMIT. ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION N O R T H 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r LOCATION MAP N.T.S. NO R T H C-2.0 2 of 14 DRAWING TITLE: Site Plan (Phase 1) SCALE: 1" =30' DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS SITE KEYNOTES HEAVY DUTY CONCRETE PAVEMENT RE: DETAIL REGULAR DUTY ASPHALT PAVEMENT, RE: DETAIL HEAVY DUTY ASPHALT PAVEMENT, RE: DETAIL CONCRETE CURBING, RE: DETAIL CONCRETE CURBING TRANSITION, RE: DETAIL ASPHALT DIKE, RE: DETAIL ASPHALT DIKE TRANSITION: RE: DETAIL CONCRETE SIDEWALK, WIDTH SHOWN ON THE PLANS, RE: DETAIL CONCRETE SIDEWALK WITH INTEGRAL CURBING, RE: DETAIL ACCESSIBLE PARKING, RE: DETAIL ACCESSIBLE RAMP, RE: DETAIL STRIPED AREA. EDGE LINES TO BE SWSL/4" AND STRIPES TO BE SWSL/4" 2'-0" O.C. @ 45° TO THE EDGE LINE. SEE PLAN FOR DIMENSIONS BOLLARD, RE: DETAIL PAD MOUNTED TRANSFORMER WITH BOLLARD PROTECTION PER UTILITY COMPANY REQUIREMENTS, RE: ELECTRICAL DUMPSTER ENCLOSURE, RE: DETAIL LIGHT FIXTURE WITH ASSOCIATED BASE AND POLE, RE: DETAIL INGRESS/EGRESS DOORS, RE: ARCH. MONUMENT SIGN, RE: ARCH. A B C D E F G H J K L M N O CONSTRUCTION 1.STAKEOUT - THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USING CONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED 08/16/21, WERE PROVIDED BY HOLT ARCHITECTURE. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTED TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION. 2.BOUNDARY - BOUNDARY INFORMATION WAS TAKEN FROM TOPOGRAPHIC SURVEY MAP PREPARED BY REAGAN LAND SURVEYING DATED 08/05/21 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY. 3.LAYOUT - DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY CALLED OUT OTHERWISE. 4.DEMOLITION - CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMIT LINE" AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELD VERIFIED WITH PROJECT ON-SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE OR RETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BE REMOVED SHALL REMAIN. 5.COORDINATION - THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITE UTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS. 6.STAGING - AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGING AREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD IS NOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITE REPRESENTATIVE. 7.CLOSE-OUT - THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECT CLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE: l REMOVAL OF ANY CONSTRUCTION DEBRIS. l CLEANING PAVEMENT AND WALKWAY SURFACES. l RESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS. l PROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS. l PROVIDING REDLINES FOR RECORD DRAWING. l COMPLETION OF FINAL PUNCH LIST ITEMS. GENERAL 1.APPLICABILITY - THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIES DRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THE BUILDING ENVELOPE INCLUDES ALL AREA WITHIN 5' OUTSIDE OF THE BUILDING'S EXTERIOR WALL. 2.MAPPING - THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BY OTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE. 3.UTILITY STAKEOUT - THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITY STAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED WITH THE OWNER. 4.PROPERTY PROTECTION - THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS, WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. 5.ACCESS - THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES, PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION. 6.SITE SAFETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE IN CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT (OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR. 7.EXCAVATIONS - ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY. 8.MAINTENANCE - PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGN MATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THE OWNER'S ON-SITE REPRESENTATIVE. 9.CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED AND SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITE REPRESENTATIVE. 10.PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THE APPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES AND THE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTOR AGREEMENT 11.INTERIM CONDITIONS - THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAY REQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 12.SPECIFICATIONS - TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS, ARE INTENDED TO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR SHALL REQUEST A CLARIFICATION. P Q A B I R F G F F D D D D D I O H H N H R L L L L I E E I Q Q Q Q Q I P C PROPOSED MEDICALFACILITYFUTUREADDITION T PROJECT STATISTICS 1. GENERAL: 1.1 PROPERTY OWNER - N/F FIRST NATIONAL BANK OF DRYDEN 1.2 PROPERTY ADDRESS - 1113 TOMPKINS STREET (STATE ROUTE 13) CORTLANDVILLE, NEW YORK 13045 1.3 TAX ACCOUNT - 95.5-01-19.000 2. ZONING REGULATIONS: 2.1 ZONING DISTRICT - BUSINESS - B2 2.2 CODE REQUIREMENTS - REQUIRED PROVIDED VARIANCE REQ'D MINIMUM LOT SIZE 1 ACRE ±3.24 ACRES NO MINIMUM LOT WIDTH 100'±279'NO MINIMUM FRONT YARD SETBACK 35'35'NO MINIMUM REAR YARD SETBACK 40'>40'NO MINIMUM SIDE YARD SETBACK 8' MIN./12' OTHER 10'NO MINIMUIM GREENSPACE 30%±31%NO MAXIMUM FLOOR AREA 30,000**±21,000 NO PARKING SPACE SIZE 10'x20'10''x20'NO NUMBER OF PARKING SPACES STANDARD SPACES *129 ADA ACESSIBLE SPACES *6 _ TOTAL *135 NO * TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BY PLANNING BOARD. ** MAX FLOOR AREA SHALL NOT EXCEED 30,000 SF UNLESS CONDITIONAL PERMIT APPROVAL IS GRANTED BY PLANNING BOARD. 3. PARCEL STATISTICS: 3.1 AREA - ±3.24 ACRES 3.2 EXISTING CONDITIONS: FORMER COMMERCIAL/AUTO SERVICE FACILITY 3.3 PROPOSED CONDITIONS: ±29,700 SF MEDICAL FACILITY. MEDICAL FACILITY ALLOWED WITH CONDITIONAL PERMIT. ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION N O R T H 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r LOCATION MAP N.T.S. NO R T H C-2.1 3 of 14 DRAWING TITLE: Site Plan (Phase 2) SCALE: 1" =30' DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS CONSTRUCTION 1.STAKEOUT - THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USING CONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED 08/16/21, WERE PROVIDED BY HOLT ARCHITECTURE. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTED TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION. 2.BOUNDARY - BOUNDARY INFORMATION WAS TAKEN FROM TOPOGRAPHIC SURVEY MAP PREPARED BY REAGAN LAND SURVEYING DATED 08/05/21 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY. 3.LAYOUT - DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY CALLED OUT OTHERWISE. 4.DEMOLITION - CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMIT LINE" AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELD VERIFIED WITH PROJECT ON-SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE OR RETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BE REMOVED SHALL REMAIN. 5.COORDINATION - THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITE UTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS. 6.STAGING - AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGING AREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD IS NOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITE REPRESENTATIVE. 7.CLOSE-OUT - THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECT CLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE: l REMOVAL OF ANY CONSTRUCTION DEBRIS. l CLEANING PAVEMENT AND WALKWAY SURFACES. l RESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS. l PROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS. l PROVIDING REDLINES FOR RECORD DRAWING. l COMPLETION OF FINAL PUNCH LIST ITEMS. GENERAL 1.APPLICABILITY - THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIES DRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THE BUILDING ENVELOPE INCLUDES ALL AREA WITHIN 5' OUTSIDE OF THE BUILDING'S EXTERIOR WALL. 2.MAPPING - THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BY OTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE. 3.UTILITY STAKEOUT - THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITY STAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED WITH THE OWNER. 4.PROPERTY PROTECTION - THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS, WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. 5.ACCESS - THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES, PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION. 6.SITE SAFETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE IN CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT (OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR. 7.EXCAVATIONS - ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY. 8.MAINTENANCE - PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGN MATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THE OWNER'S ON-SITE REPRESENTATIVE. 9.CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED AND SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITE REPRESENTATIVE. 10.PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THE APPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES AND THE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTOR AGREEMENT 11.INTERIM CONDITIONS - THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAY REQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 12.SPECIFICATIONS - TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS, ARE INTENDED TO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR SHALL REQUEST A CLARIFICATION. SITE KEYNOTES REGULAR DUTY ASPHALT PAVEMENT, RE: DETAIL HEAVY DUTY ASPHALT PAVEMENT, RE: DETAIL ASPHALT DIKE, RE: DETAIL ASPHALT DIKE TRANSITION: RE: DETAIL STRIPED AREA. EDGE LINES TO BE SWSL/4" AND STRIPES TO BE SWSL/4" 2'-0" O.C. @ 45° TO THE EDGE LINE. SEE PLAN FOR DIMENSIONS TIMBER GUIDE RAIL, RE: DETAIL A B C D E F A B C E E F C C PROPOSED MEDICALFACILITYFUTUREADDITION T ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION N O R T H 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r LOCATION MAP N.T.S. NO R T H C-4.0 5 of 15 DRAWING TITLE: Utility Plan SCALE: 1" =30' DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS 2.STORM 2.1 REGULATIONS - STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST REGULATIONS OF THE MUNICIPALITY AND ALL THERMOPLASTIC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D-2321. 2.2 MATERIALS - THE CONTRACTOR MAY USE THE FOLLOWING PIPE MATERIAL FOR THE MAIN SEWER AS ALLOWED BY THE MUNICIPALITY, PROVIDING THAT THE ROUGHNESS COEFFICIENT ("N" FACTOR) IS 0.013 OR BETTER: ·HIGH DENSITY CORRUGATED POLYETHYLENE PIPE (PE), AASHTO M-294, TYPE S, ASTM D-3350. 2.3 ROOF DRAINAGE - ALL ROOF DRAINAGE SHALL BE COLLECTED AND PIPED TO THE STORM SEWER SYSTEM UNLESS SPECIFIED OTHERWISE. 2.4 TESTING - UPON COMPLETION OF SYSTEM INSTALLATION, THE MAIN SEWER SYSTEM AND LEADS TO STRUCTURES SHALL BE FLUSHED AND LAMPED TO THE SATISFACTION OF THE MUNICIPALITY. UTILITIES 1.SANITARY 1.1 MATERIALS ·MAINS - PIPING SHALL BE POLYVINYL CHLORIDE (PVC) WITH ENDS SUITABLE FOR ELASTOMERIC GASKET JOINTS, AND A MINIMUM WALL THICKNESS OF SDR-35. PIPING AND FITTINGS SHALL MEET: ·ASTM D-3034 (4" THRU 15") ·ASTM F-679 (18" THRU 48") ·JOINTING MATERIALS - SHALL BE BELL-AND-SPIGOT WITH INTEGRAL PUSH ON TYPE ELASTOMERIC GASKET JOINTS, GASKET MATERIAL TO BE NEOPRENE MEETING ASTM D-3212. ·MANHOLES - SHALL BE PRECAST CONCRETE WITH NEOPRENE GASKETS MEETING ASTM C-478 & ASTM C-443. 1.2 INFILTRATION/ EXFILTRATION - MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER DAY FOR THE SANITARY SEWER. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO THE PROCEDURE DESCRIBED IN ASTM F1417 ENTITLED STANDARD PRACTICE FOR INSTALLATION ACCEPTANCE OF PLASTIC NON-PRESSURE SEWER LINES USING LOW-PRESSURE AIR. SANITARY MANHOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EX FILTRATION OR VACUUM. VACUUM TESTING OF MANHOLES SHALL COMPLY WITH THE METHOD OUTLINED IN THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TECHNICAL INFORMATION PAMPHLET (TIP) NO. 15 (REVISED). 1.3 FLOOR DRAINS - FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT. MUST BE CONNECTED TO THE SANITARY SEWER. NOTE: FLOOR DRAINS DO NOT INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED TO INTERCEPT UNCONTAMINATED GROUND WATER. ALL DISCHARGES FROM THE FLOOR DRAINS TO THE SANITARY SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE CORTLAND COUNTY SEWER USE LAW. 1.4 TESTING - DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IF THE DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDREL. IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 1.5 SEPARATION - MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IN ADDITION. WHEN THE WATER MAIN PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAINS AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES. MANHOLES OR VAULTS. 3.1 WATER SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND SPECIFICATIONS OF THE WATER AUTHORITY. 3.2 WATER SERVICE LINES SHALL HAVE A MINIMUM OF FIVE FEET OF COVER FROM FINISHED GRADE IN LAWN AREAS AND SIX FEET OF COVER FROM FINISHED GRADE IN PAVED AREAS. 3.3 WATER SERVICE LINES SHALL BE SEPARATED AT LEAST TEN FEET, MEASURED FROM THE OUTSIDE OF THE PIPES, FROM SEWER MAINS OR SEPTIC SYSTEMS. 3.4 WATER SERVICE LINES SHALL BE IDENTIFIED AS: (A) ACCEPTABLE MATERIAL IS *CLASS 52 CEMENT MORTAR LINED DUCTILE IRON PIPE. (B) SERVICE TYPES INCLUDE: DOMESTIC = DS, FIRE = FS, OR COMBINED = CMB 3.5 THE WATER AUTHORITY'S PORTION OF THE WATER SERVICE LINE SHALL BE INSTALLED PRIOR TO THE PRIVATE PORTION OF THE SERVICE LINE. 3.6 WATER METER(S) TO BE LOCATED ON THE INTERIOR OF EXTERIOR WALLS(S) IMMEDIATELY UPON SERVICE ENTRANCE INTO THE BUILDING(S). A BY-PASS ASSEMBLY IS NOT REQUIRED AROUND THE INSTALLATION OF 5/8-INCH THROUGH 1-INCH METERS. 1 ½-INCH + 2-INCH METER INSTALLATIONS MAY REQUIRE A BYPASS ASSEMBLY AROUND THE METER. METER INSTALLATION 3-INCH OR GREATER REQUIRE A BYPASS ASSEMBLY AROUND THE METER. 3.7 WATER SERVICE LINES SIZED 4-INCHES OR GREATER SHALL BE: ·PRESSURE TESTED IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE TOWN OF CORTLANDVILLE WATER AUTHORITY. A WATER AUTHORITY REPRESENTATIVE MUST WITNESS THIS TEST. ·DISINFECTED BY USING THE CONTINUOUS FEED METHOD ACCORDING TO AWWA STANDARD SPECIFICATIONS. AFTER FLUSHING AND DISINFECTING THE SERVICE LINE, WATER SAMPLES SHALL BE COLLECTED IN ACCORDANCE WITH THE DEPARTMENT OF HEALTH THAT HAS JURISDICTION OF THE AREAS REQUIREMENTS. APPROVAL AND NOTIFICATION BY THE HEALTH DEPARTMENT OF PASSING HEALTH SAMPLE TEST(S) MUST BE RECEIVED BEFORE THE SERVICE WILL BE ACTIVATED BY THE WATER AUTHORITY. TOWN PORTION: FROM THE WATER MAIN TO AND INCLUDING THE CONTROL VALVE ON THE ROW/PROPERTY/EASEMENT LINE PRIVATE PORTION: FROM THE CONTROL VALVE TO THE METER D.I.P.* 3. WATER D.I.P.* 6" 6"CMB CMB PROPOSED MEDICALFACILITYFUTUREADDITION T PROPOSED MEDICALFACILITYFUTUREADDITION T ROCHESTER LOCATION 3 9 C A S C A D E D R I V E R O C H E S T E R , N Y 1 4 6 1 4 5 8 5 -4 5 8 -7 7 7 0 ITHACA LOCATION 8 4 0 H A N S H A W R D , S T E 6 I T H A C A , N Y 1 4 8 5 0 6 0 7 -2 4 1 -2 9 1 7 www.marathoneng.com DATE BY REVISION SHEET No: JOB No: DRAWING No: COPYRIGHT 2021 MARATHON ENG.C IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. REVISIONS CEXELSI O R ADAM M. FISHEL NOT FOR CONSTRUCTION N O R T H 1308-21 SI T E D E V E L O P M E N T P L A N S DRAWN: AMF DESIGNED: AMF JOB NO: 1308-21 RA M C O D E V E L O P M E N T & H O L D I N G S , L L C . /C A Y U G A M E D I C A L A S S O C I A T E S CO R T L A N D C O U N T Y 11 1 3 N Y S R O U T E 1 3 TO W N O F C O R T A N D V I L L E ST A T E O F N E W Y O R K fo r LOCATION MAP N.T.S. NO R T H C-7.0 11 of 14 DRAWING TITLE: Truck Turn Plan SCALE: AS NOTED DRAWN: DESIGNED: DATE: 09/20/21 REVISIONS FIRE TRUCK TURNING MOVEMENT (PHASE 1) FIRE TRUCK TURNING MOVEMENT (PHASE 2) FIRE TRUCK TEMPLATE SCALE: 1"=40' SCALE: 1"=20' SCALE: 1"=40' COMcheck Software Version 4.1.5.3 4*/AW Envelope Compliance Certificate Project Information Energy Code: 90.1 (2016) Standard Project Title: Cortland Medical Office Building Location: Cortland, New York Climate Zone: 5a Project Type: New Construction Vertical Glazing / Wall Area: 26% Performance Sim. Specs: EnergyPlus 8.1.0.009 (EPW: USA_NY_Binghamton- Edwin.A.Link. Field. 725150_TMY3.epw) Construction Site: 1113 Route 13 Owner/Agent: Cortland, NY 13045 Richard Wagner HOLT Architects 619 W. State St. Ithaca, NY 14850 607-273-7600 rjw@HOLT.com Building Area 1-Outpatient Medical Clinic (Health Care -Clinic) : Nonresidential Envelope Assemblies Assembly Floor 1: Slab -On -Grade: Unheated, Vertical 2 ft., [Bldg. Use 1 - Outpatient Medical Clinic] (c) Roof 1: Insulation Entirely Above Deck, [Bldg. Use 1 - Outpatient Medical Clinic] NORTH Exterior Wall 1: Wood -Framed, 16" o.c., [Bldg. Use 1 - Outpatient Medical Clinic] Window 1: Metal Frame:Fixed, Perf. Specs.: Product ID Solarban 67 Clear, SHGC 0.29, VT 0.54, [Bldg. Use 1 - Outpatient Medical Clinic] (b) Door 1: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. Specs.: Product ID Solarban 67 Clear, SHGC 0.29, VT 0.54, [Bldg. Use 1 - Outpatient Medical Clinic] (b) EAST Exterior Wall 2: Wood -Framed, 16" o.c., [Bldg. Use 1 - Outpatient Medical Clinic] Window 2: Metal Frame:Fixed, Perf. Specs.: Product ID Solarban 67 Clear, SHGC 0.29, VT 0.54, [Bldg. Use 1 - Outpatient Medical Clinic] (b) SOUTH Exterior Wall 3: Wood -Framed, 16" o.c., [Bldg. Use 1 - Outpatient Medical Clinic] Window 3: Metal Frame:Fixed, Perf. Specs.: Product ID Solarban 67 Clear, SHGC 0.29, VT 0.54, [Bldg. Use 1 - Outpatient Medical Clinic] (b) Door 2: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. Specs.: Product ID Solarban 67 Clear, SHGC 0.29, VT 0.54, [Bldg. Use Designer/Contractor: Floor Area 21100 Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter 648 --- 10.0 0.540 0.520 21100 --- 33.6 0.029 0.032 2200 13.0 12.0 0.041 0.051 170 --- --- 0.290 0.380 70 --- --- 0.370 0.680 1550 13.0 12.0 0.041 0.051 180 --- --- 0.290 0.380 1850 13.0 12.0 0.041 0.051 1225 --- --- 0.290 0.380 90 --- --- 0.370 0.680 Project Title: Cortland Medical Office Building Report date: 10/07/21 Data filename: E:\CMACortMarchMOB - 21071\200 - DesignDocuments\290 - CodeReview\COM Check\COMChe Page 1 of 11 CMACortlandMOB-Envelope.cck Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter 1 - Outpatient Medical Clinic] (b) WEST Exterior Wall 4: Wood -Framed, 16" o.c., [Bldg. Use 1 - Outpatient 1655 13.0 12.0 0.041 0.051 Medical Clinic] Window 4: Metal Frame:Fixed, Perf. Specs.: Product ID Solarban 67 115 --- --- 0.290 0.380 Clear, SHGC 0.29, VT 0.54, [Bldg. Use 1 - Outpatient Medical Clinic] (b) Door 3: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. 35 --- --- 0.370 0.680 Specs.: Product ID Solarban 67 Clear, SHGC 0.29, VT 0.54, [Bldg. Use 1 - Outpatient Medical Clinic] (b) (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c) Slab -On -Grade proposed and budget U-factors shown in table are F-factors. Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 90.1 (2016) Standard requirements i COMcheck Version 4.1.5.3 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. c _ Name Title Signs Date Project Title: Cortland Medical Office Building Report date: 10/07/21 Data filename: E:\CMACortMarchMOB - 21071\200 - DesignDocuments\290 - CodeReview\COM Check\COMChe Page 2 of 11 CMACortlandMOB-Envelope.cck COMcheck Software Version 4.1.5.3 Inspection Checklist Energy Code: 90.1 (2016) Standard Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 4.2.2, 'Plans and/or specifications provide all ;❑Complies 5.4.3.1.1, information with which compliance T❑Does Not 3 5.7 !can be determined for the building Observable [PR1]1 ;envelope and document where ;❑Not i Applicable exceptions to the standard are iRNot ;claimed. ; 4.2.2, !Plans, specifications, and/or ;❑Complies 8.4.1.1, calculations provide all information f❑Does Not 3 8.4.1.2, ;with which compliance can be i ;❑Not Observable! 8.7 [PR6]2 ;determined for the electrical systems ' and equipment and document where ONot Applicable ;exceptions are claimed. Feeder connectors sized in accordance with 1 ; }approved plans and branch circuits ;sized for maximum drop of 3%. ; 5.5.4.2.3 In buildings > 2,500 ft2, any enclosed ;❑Complies [PR7]2 £spaces directly under a roof with f❑Does Not ceiling heights > 15 ft. and used as an f '❑Not Observable ,office, lobby, atrium, concourse, F Applicable 'corridor, storage (including ;❑Not ; nonrefrigerated warehouse), s gymnasium, fitness/exercise area, f =playing area, gymnasium seating t area, convention exhibit/event space, ,courtroom, automotive service, fire i ' ,station engine room, manufacturing f 3 ; corridor/transition and bay areas, ; } retail, library reading and stack areas, ; E ;distribution/sorting area, 4 E ,transportation baggage and seating areas, or workshop, the following 3 requirements apply: The daylight zone ;under skylights is >= half the floor ; area and (a) the skylight area to s F daylight zone is >= 3 percent with a ; ;skylight VT >= 0.40 or (b) the minimum skylight effective aperture t >= 1 percent. The skylights have a 4 measured haze value > 90 percent. Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Cortland Medical Office Building Report date: 10/07/21 Data filename: E:\CMACortMarchMOB - 21071\200 - DesignDocuments\290 - CodeReview\COM Check\COMChe Page 3 of 11 CMACortlandMOB-Envelope.cck -r.G.-t [FOl]2 i 11 IZLOIICU UCIUVV-Ly. I QUC VVQ11 ; insulation type and R-value consistent with insulation ;specifications reported in plans :and COMcheck reports. x 4.2.4 Installed slab -on -grade insulation [FO3]2 ;type and R-value consistent with insulation specifications reported in plans and COMcheck reports. 3 5.8.1.2 ;Slab edge insulation installed per [F04]2 manufacturer's instructions. 5.5.3.5 ;Slab edge insulation [FO5]2 depth/length. 5.8.1.7 t Exterior insulation protected [FO6]1 'against damage, sunlight, moisture, wind, landscaping and equipment maintenance activities. 5.8.1.7.3 ; Insulation in contact with the [FO7]1 3 ground has <=0.3% water absorption rate per ASTM C272. 6.4.4.1.5 :Bottom surface of floor structures [FO11]3 !incorporating radiant heating insulated to >=R-3.5. f Additional Comments/Assumptions: R- ; R- ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable E]Complies ;Does Not ;ONot Observable FlNot Applicable JGG LIIC L..1IVGIUJ.1C /'IJJCII/UIICJ table for values. i i f See the Envelope Assemblies table for values. i i i i { i } See the Envelope Assemblies table for values, See the Envelope Assemblies table for values. S 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Cortland Medical Office Building Report date: 10/07/21 Data filename: E:\CMACortMarchMOB - 21071\200 - DesignDocuments\290 - CodeReview\COM Check\COMChe Page 4 of 11 CMACortlandMOB-Envelope.cck 5.5.4.3a [FR8]1 5.5.4.3b [FR9]1 5.5.4.4.1 [FR10]1 5.5.4.4.2 [FR11]1 5.8.2.1, 5.8.2.3, 5.8.2.4, 5.8.2.5 [FR12]2 5.8.2.2 [FR13]1 5.5.3.6 [FR14]2 5.4.3.1 [FR15]1 racwry-ouiiL aria 51te-assemL)1ea fenestration and doors are =labeled or certified as meeting air leakage requirements. ;Vestibules are installed where building entrances separate conditioned space from the exterior, and meet exterior envelope requirements. Doors have self -closing devices, and are >=7 ft apart (>= 16 ft apart for ladjoinging floor area >= 40000 sq.ft.). Vestibule floor area <=7 50 sq.ft. or 2 percent of the ;adjoining conditioned floor area. ;Vertical fenestration U-Factor. ;Skylight fenestration U-Factor. £ £ ;Vertical fenestration SHGC value. ;Skylight SHGC value. Fenestration products rated (U- yfactor, SHGC, and VT) in accordance with NFRC or energy code defaults are used. i 3 Fenestration and door products =are labeled, or a signed and dated certificate listing the U- ;factor, SHGC, VT, and air leakage rate has been provided by the { manufacturer. U-factor of opaque doors xassociated with the building ;thermal envelope meets requirements. !Continuous air barrier is }wrapped, sealed, caulked, gasketed, and/or taped in an approved manner, except in =semiheated spaces in climate zones 1-6. Additional Comments/Assumptions: U- U- SHGC: SHGC: U- £ ❑ Swinging ❑ Nonswinging t 111 High Impact (Tier 1) U- SHGC: SHGC: ❑Not Observable ❑Not Applicable ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable £E]Complies t❑Does Not £ ❑Not Observable ❑Not Applicable { t❑Complies ❑Does Not F ❑Not Observable ❑Not Applicable t❑Complies ❑Does Not £ ❑Not Observable t❑Not Applicable f❑Complies ❑Does Not ONot Observable ❑Not Applicable ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable U- ,LJComplies ❑ Swinging ;❑Does Not ❑ Nonswinging {❑Not Observable =❑Not Applicable £ f t 3 I❑Complies ❑Does Not ❑Not Observable ❑Not Applicable 3 3 £ 3 £ 3 £ £ £ 3 3 £ See the Envelope Assemblies table for values, £ See the Envelope Assemblies table for values. See the Envelope Assemblies £ table for values. f £ £ £ See the Envelope Assemblies £ table for values. £ £ £ f £ f F £ 7 £ 3 See the Envelope Assemblies table for values. E I 3 £ 3 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Cortland Medical Office Building Report date: 10/07/21 Data filename: E:\CMACortMarchMOB - 21071\200 - DesignDocuments\290 - CodeReview\COM Check\COMChe Page 5 of 11 CMACortlandMOB-Envelope.cck 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Cortland Medical Office Building Report date: 10/07/21 Data filename: EACMACortMarchMOB - 21071\200 - DesignDocuments\290 - CodeReview\COM Check\COMChe Page 6 of 11 CMACortlandMOB-Envelope.cck 8.4.2 ;At least 50% of all 125 volt 15- and [EL10]2 20-Amp receptacles are controlled by an automatic control device. } 8.4.3 New buildings have electrical energy [EL11]2 use measurement devices installed. Where tenant spaces exist, each ;tenant is monitored separately. In buildings with a digital control system ;the energy use is transmitted to to control system and displayed =graphically. Additional Comments/Assumptions: ;❑Complies ❑Does Not i ❑Not Observable ❑Not Applicable ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable { F { i 3 { 1 { i { { { { { 1 1 ( High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Cortland Medical Office Building Report date: 10/07/21 Data filename: E:\CMACortMarchMOB - 21071\200 - DesignDocuments\290 - CodeReview\COM Check\COMChe Page 7 of 11 CMACortlandMOB-Envelope.cck 4.2.4 [IN2]1 5.8.1.2, 5.8.1.3 [IN3]1 4.2.4 [IN6]1 5.8.1.2 [IN7]1 4.2.4 [IN8]2 5.8.1.1 [IN10]2 5.8.1.9 [IN18]z 5.8.1.4 [IN11]2 5.8.1.5 [IN12]2 5.8.1.6 [IN13]2 5.8.1.7.1 [IN15]2 Installed roof insulation type and R- R- ;❑Complies R-value consistent with insulation = ❑ Above deck ; ❑ Above deck ;❑Does Not :specifications reported in plans ❑Metal ,and COMcheck reports. For some ; ; ❑ Metal r❑Not Observable ceiling systems, verification may f ❑Attic ; ❑Attic ;[:]Not Applicable Jneed to occur during Framing t € Inspection. £ Roof insulation installed per ❑Complies !manufacturer's instructions. ❑Does Not Blown or poured loose -fill insulation is installed only where ❑Not Observable the ceiling slope is <= 3:12. ❑Not Applicable Installed above -grade wall R- R- iF Complies insulation type and R-value ❑ Mass ; ❑ Mass ❑Does Not consistent with insulation Metal ;specifications reported in plans t s ❑ Metal £ F❑Not Observable 3 and COMcheck reports. ; ❑ Steel ; ❑ Steel 1ONot Applicable ❑ Wood 4 £ i £ £ ; ❑ Wood E E E t I I £ • f ;Above -grade wall insulation i 3 2 t ❑Complies installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable Installed floor insulation type and ; R- R- ,❑Complies R-value consistent with insulation ❑ Mass ❑ Mass ;E]Does Not ;specifications reported in plans ; ❑ Steel ;and COMcheck reports. ❑ Steel f❑Not Observable } ❑ Wood t f = ❑ Wood f 3 ;❑Not Applicable I I Building envelope insulation is 3 ❑Complies { labeled with R-value or insulation ❑Does Not certificate has been provided listing R-value and other relevant ❑Not Observable data. !]I ❑Not Applicable Building envelope insulation ❑Complies extends over the full area of the ❑Does Not component at the proposed rated 3 R or U value.❑Not Observable Eaves are baffled to deflect air to =above the insulation. :Insulation is installed in substantial contact with the inside surface separating conditioned space from unconditional space. !Recessed equipment installed in building envelope assemblies does not compress the adjacent insulation. ;Attics and mechanical rooms have insulation protected where ;adjacent to attic or equipment '.access. Not Applicable Complies Does Not Not Observable Not Applicable Complies Does Not Not Observable Not Applicable Complies Does Not Not Observable Not Applicable Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. i 3 3 See the Envelope Assemblies table for values, £ £ 4 3 See the Envelope Assemblies table for values. 3 E i Y £ F i i 3 £ i £ £ £ 1 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 ( Low Impact (Tier 3) Project Title: Cortland Medical Office Building Report date: 10/07/21 Data filename: EACMACortMarchMOB - 21071\200 - DesignDocuments\290 - CodeReview\COM Check\COMChe Page 8 of 11 CMACortlandMOB-Envelope.cck Foundation vents do not interfere =with insulation. f Insulation intended to meet the 'roof insulation requirements cannot be installed on top of a ;suspended ceiling. Mark this ;requirement compliant if insulation is installed accordingly. Additional Comments/Assumptions: ❑Not Observable ❑Not Applicable ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Cortland Medical Office Building Report date: 10/07/21 Data filename: E:\CMACortMarchMOB - 21071\200 - DesignDocuments\290 - CodeReview\COM Check\COMChe Page 9 of 11 CMACortlandMOB-Envelope.cck ; VVCOLI ICIJCOIJ II IJLOI I CU VI I OII IVOUII ILV. ILJ t..VI I IFIICO i [FI1]1 dock cargo doors in Climate Zones 4- ;❑Does Not 8. ONot Observable ONot Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Cortland Medical Office Building Report date: 10/07/21 Data filename: E:\CMACortMarchMOB - 21071\200 - DesignDocuments\290 - CodeReview\COM Check\COMChe Page 10 of 11 CMACortlandMOB-Envelope.cck Project Title: Cortland Medical Office Building Report date: 10/07/21 Data filename: EACMACortMarchMOB - 21071\200 - DesignDocuments\290 - CodeReview\COM Check\COMChe Page 11 of 11 CMACortlandMOB-Envelope.cck Vog CONSTRUCTION DURATION INSPECTIONS Page i of iga Medical Associates i NIYS Route 13 .:11 of Cortlandvi le, NY q) EC,; SPDFS Permit# NYR111106 r J j ^� ►� L � i 4, N91YRA7?1W 7#t51N ��L7 h a �; I `•j Il L �\ 6r FUTURE w' I i� ADCI ]"ION PRCP05EDAAE'L71CAL � l ' ■ FACILI7 C.... 0 iD' Jill -17 AW X" F.+ IEt trot �' � !�' +� J � :�. ��• �� ` �' I �_ _ ��►•��-�;��_.__- -- •ter _. � . t�� I � � ` ' ■rwr. ryr '� SITE PLAN/SKETCH Jonathon Fives Inspector (print name) Date of Inspection Alexander N_ Urda, P.E.- Urda Engineering, PLLC Qualified Inspector (print name) Qualified Inspector Signature The above signed acknowledges that, to the best of his/her knowledge, al I information provided on the forms is accurate and complete. November 2016 Page F.5 New York State Standards and Specifications For Erosion and Sediment Control CONSTRUCTION DURATION INSPECTIONS Page 2 of Maintaining Water Quality Yes No NA ] Is there an increase in turbidity causing a substantial visible contrast to natural conditions at the outfalls? ] ] M [I is there residue from oil and floating substances, visible oil film, or globules or grease at the outfalls? [c] [ ] [ ] All disturbance is within the limits of the approved plans. [ ] [4 [ ] Have receiving take/bay, stream, and/or wetland been impacted by silt from project? Housekeeping I. General Site Conditions Yes No NA 0] [ ] [ ] Is construction site litter, debris and spoils appropriately managed? &] [ ] [ ]Am facilities and equipment necessary for implementation of erosion and sediment control in working order and/or properly maintained? [ ] [A t ] Is construction impacting the adjacent property? [k] [I [ ] Is dust adequately controlled? 2. Temporary Stream Crossing Yes No NA [ ] [ ] V Maximum diameter pipes necessary to span creek without dredging are installed. [ ] [ ] (*] Installed non -woven geotextile fabric beneath approaches. [ ] [ ] ] Is fill composed of aggregate (no earth or soil)? [ ] [ ] �] Rock on approaches is clean enough to remove mud from vehicles & prevent sediment from entering stream during high flow. 3. Stabilized Construction Access Yes No NA uS 1 h IS�.tI,� ��)wj fhb �Q w(f, [ } [ ] [)c] Stone is clean ertz to e ective y remov mud from vehicles. Installed per standards and specifications? Does all traffic use the stabilized entrance to enter and leave site? Is adequate drainage provided to prevent ponding at entrance? Runoff Control Practices 1. Excavation Dewatering Yes No NA [ ] [ ] [*] Upstream and downstream berms (sandbags, inflatable dams, etc.) are installed per plan. [ ] [ ] [yJ Clean water from upstream pool is being pumped to the downstream pool. [ ] [ ] [r] Sediment laden water from work area is being discharged to a silt -trapping device. Constructed upstream berm with one -foot minunum freeboard. November 2016 Page F.6 New York State Standards end Specifications For Erosion end Sediment Control CONSTRUCTION DURATION INSPECTIONS Page 3 of 5 Runoff Control Practices (continued) 2. Flow Spreader Yes No NA Installed per plan. [ ] [ ] [y] Constructed on undisturbed soil, not on fill, receiving only clear, non -sediment laden flow. Flow sheets out of level spreader without erosion on downstream edge. 3. Interceptor Dikes and Swales Yes No NA [ ] [ ] [y] Installed per plan with minimum side slopes 2H:1 V or flatter. Stabilized by geotextile fabric, seed, or mulch with no erosion occurring. [ ] [ ] [h] Sediment -laden runoff directed to sediment trapping structure 4. Stone Check Dam Yes No NA [ ] [ ] [n] Is channel stable? (flow is not eroding soil underneath or around the structure). Check is in good condition (rocks in place and no permanent pools behind the structure). [ ] [ ] [^] Has accumulated sediment been removed?. 5. Rock Outlet Protection Yes No NA [ ] [ ] QQ Installed per plan. [ ] [ ] [c] Installed concurrently with pipe installation. Soil Stabilization 1. Topsoil and Spoil Stockpiles Yes No NA COV01A WI�ti $] [ ] [ ] Stockpiles are stabilized with vegetatil an or mulch. (] Sediment control is installed at the toe of the slope. 2. Revegetation Yes No NA [ ] [ ] Qt] Temporary seedings and mulch have been applied to idle areas. [ ] [ ] [c] 4 inches minimum of topsoil has been applied under permanent seedings Sediment Control Practices l . Silt Fence and Linear Barriers Yes No NA [73 [ ] [I Installed on Contour, 10 feet from we of slope (not across conveyance channels). [v] [ ] [ ] Joints constructed by wrapping the two ends together for continuous support. [I Fabric buried 6 inches minimum. Z] [] [ ] Posts are stable, fabric is tight and without rips or frayed areas. ediment accumulation is _%of design capacity, November 2016 Page F.7 New York State Standards and Specifications For Erosion and Sediment Control CONSTRUCTION DURATION INSPECTIONS Page 4 of Sediment Control Practices (continued) 2. Storm Drain inlet Protection (Use for Stone & Block; Filter Fabric; Curb; or, Excavated; Filter Sock or Manufactured practices) Yes No NA [ ] [ ] [k] Installed concrete blocks lengthwise so open ends face outward, not upward. Placed wire screen between No. 3 crushed stone mid concrete blocks. Drainage area is laem or less. Excavated area is 900 cubic feet. [ } [ ] [v] Excavated side slopes should be 2:1. [ ] [ ] W 2" x 4" frame is constructed and structurally sound. [ ] [ ] (y] Posts 3-foot maximum spacing between posts. Fabric is embedded 1 to 1.5 feet below ground and secured to frame/posts with staples at max 8- inch spacing. [ ] [ ] [K] Posts are stable, fabric is tight and without rips or frayed areas. [ ] [ ] [x] Manufactured insert fabric is free of teats and punctures. Filter Sock is not tom or flattened and fill material is contained within the mesh sock. Sediment accumulation _% of design capacity. 3. Temporary Sediment Trap Yes No NA [ ] [ ] D] Outlet structure is constructed per the approved plan or drawing. Geotextile fabric has been placed beneath rock fill. [ ] [ ] Sediment trap slopes and disturbed areas arestabilized. Sediment accumulation is _%of design capacity. 4. Temporary Sediment Basin Yes No NA [] [] [ Basin and outlet structure constructed per the approved plan. [ ] [] Basin side slopes are stabilized with seed/mulch. [ ] [] Drainage structure flushed and basin surface restored upon removal of sediment basin facility. [ ] [ ] [y] Sediment basin dewatering pool is dewatering at appropriate rate. Sediment accumulation is _% of design capacity. Note: Not all erosion and sediment control practices are included in this listing. Add additional pages to this list as required by site specific design. All practices shall be maintained in accordance with their respective standards. Construction inspection checklists for post -development stormwater management practices can be found in Appendix F of the New York Stormwater Management Design Manual. November 2016 Page F.8 New York State Standards and Specifications For Erosion and Sediment Control IMG_9305-JPG .: *-44- I M G_9310.J PG IMG_9315.JPG I M G_9320 -JPG I M G_9325-J PG maim= - I M G_9330 -JPG :.-..73 s� IMG_9335.JPG I M G_9306 -JPG I M G_9311.J PG 3 IMG_9316.JPG I M G_9321.J PG r K I M G_9326 -JPG I M G_9331 _JPG 1 M G_9336. J PG I M G_9307 -JPG � r - � 7 r AL I M G_9312.J PG IMG 9317-JPG I M G_9322 -JPG I M G_9327 -JPG w I M G_9332 -JPG IMG_9337-JPG I M G_9308 -JPG I M G_9313.J PG I M G_9318.J PG 7. n- N.:.RW I MG_9323_JPG I M G_9328 -JPG IMG_9333_JPG I M G_9309.J PG . ! -,*� I M G_9314.J PG IMG_9319.JPG I MG_9324-JPG adi I M G_9329 -JPG MOOLALL . ..+, I M G_9334.J PG Cayuga Medical Associates 1113 NYS Rt. 13 Town of Cortlandville, NY NYSDEC SPDES Permit # NYR11J106 2/9/2022 _� N:I �■ ■e ■ICI:• _ �I ,N � � ���lil . IN! !1■i1 ,AI ■ •; IIIN■■III III■NI■IIII �1■I•w]■r-.IN 1■NIIII pS".3LC 1�3� " IIINIIIIIN■NI -�1■E 11, _ ..- III NII IdE"""171111•�111_ �'!1 •`" IR�11� 7 ° I N � I ° ■IIA9!}I711!!RI'Ii • •� •" IIIL � IlW_ I :II MINI �Innm•maa•iiui�IhW471Y�� � lIl is ���■■ .,..��I L IS■Nlr�:v■■■ _ •. �■ n i ■ if �III� � II� .. I i ■il.�T� IINI .. . d�I � . ,., 7 •�IrL—� 1 1 I � .,.. :.: .. __ I— �I� �. Q■ F10 :E)1�� R�:�i,� i�•rrr.. — II .:, —L■■' - 1`.,� �•111 �h •il y • �,I c ■IIH..ILInINIII�1t_�_�� 9` 1�� ■�7N11' ■�IIW�� N�� �� DE L 1. h1111■■6 rrHE= �!r ■` "r! Fl M_�III i � j�l �« I � �jr .I. I 1` A .i 7n ■ ■■ 7� .. �ir�■■ yy G■1n ■�� �•. ����_ ��' I �■ 5-IIII- :Pn�■ �,� �1���1 � _%1'���'i 1 ��1 � r1�1 �'ii 1 _ �! i_ I � � !� ■ � I ■�� anon ■r � _ �■ •�� a IR��I■■■ I�"OC1■ ■�_�■ I�Iw C� F' MINI "�� I I IR�'R'1.11■■ . • . • ; . 1 R •M ■1�_° Ell' 111 °I 01111 HARMS 1■711!JiG■ I:■ 1 '�r�, ii'' �� I i1111111 I! �:11■I �-. ®■■■ !!��!■ 11 ■i�l�■ !►]�1117■Ai �'■ ■I I I Il;i I ! ■ III! • .' . • .. •. ■■■Il! �� RIRR■ ■QI■Aw ■ IJII II I� .�11■ *:� ���i `I" • 1 ��1:: 1.�1 GI■� I: i �'I i� i1L;,1�� .. . . I■ i��I �. ■�.w■�.■ .: � !i ■il'i �i I'>��! I �S i � a . �, I ul� "11111 �■ �IIC�1pp� 1�1 1�'��f1�h_II - III ; �H��a I ■■ ■ J� IJ - N ��. rn;. INI ■ �� 1111i'1� I :: 111 �G�1�■�:�IIII�IIII�IIIi■IIIII lii � �f ��GII`I'::� I� ���- I ■■!11 'I' ■■ ! ■I�' � ■ � ■■■Ii� �11 II�. = II I��liii=i -- � �1�9��a��I�1i_: _ -__ � o •1 �I�IJ111 - 11 �',���� j �i INNIII IDIII IQi�1111R'.�.'� a, � � � i ■NII ��y � E it�-'!a� r."�1's� •\ ���� ��: �i LPL .1-■• r •——i■u�j �■=■I�l�d � � Ilit,' ® :,r�.. ■ ■�■ � ����lr: ilrlGl; �NI,vII1lillitf 11III I IIIN ■J■�• I — 1�111 u�IIiIN 11 �19�II�, � 1� ems., ,l- r_ - / N■ Y�i1 — ■NIII IAII I p • 1 Y f� SEAL. PROJECT: CO .. M. cal OBics B.ild ag Cayuga Mea csl Associates 1113 NYS RT 13 Cortland, NY 13045 DRAWINGTITLE FIRE ALARM RISER PAGE REVISIONS SCALE. SNOTED DATE: lVl MO21 DRAWN BY: CAD REVIEWED BY CAD PROJECT NO. DRAWING NO: FA-101 "Cayuga Medical Associates" 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit# NYR11J106 2/16/2022 Cayuga Medical Associates 1113 NYS Route 13, Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 2/21/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit# NYR11J106 4/4/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit# NYR11J106 4/20/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit# NYR11J106 4/27/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 5/13/22 Cayuga Medical Associates 1113 NY Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit# NYR11J106 5/17/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 5/25/22 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit# NYR11J106 6/2/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 6/7/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit# NYR11J106 6/22/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 7/1/22 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit# NYR11J106 7/7/22 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 7/15/22 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 7/21/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 7/27/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 8/4/22 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 8/10/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 8/18/2022 Cayuga Medical Associattes 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit #NYR11J106 8/26/22 Cayuga Medical Associattes 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit #NYR11J106 8/26/22 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 8/31/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville,NY NYSDEC SPDES Permit#NYR11J106 9/7/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 9/13/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 9/22/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 10/7/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SDPES Permit#NYR11J106 10/13/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 10/19/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 10/25/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 11/3/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville,NY NYSDEC SPDES Permit#NYR11J106 11/7/20202 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J1016 11/15/22 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11I106 12/6/2022 Cayuga Medical Associates 1113 NY Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit# NYR11J106 5/3/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit#NYR11J106 9/29/2022 Cayuga Medical Assossiates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit# NYR11J106 3/30/2022 Cayuga Medical Associates 1113 NY Route 13, Town of Cortlandville, NY NYSDEC SPDES Permit# NYR11J106 3/11/2022 GENERAL + Ex�LD�xDE,NELOEE nr<wEs.u.xn.w,x�xswTs�DE DETxEED�LD�xDSExTE=�D=w,LL EnNF10oe THe CONSTRUCTION + xco ramc`La sµ'voa`E�M'sl�ss ro,rEDEsiDx ExswEEH�wioxroTxEixsTuuTnH or imAmxExExrel�ox Ew....... caaxDin.naNa.D u.wnuTiw 100 AO, + xE Isl-wiw ro coxsrvwnox, rxEcoxrvw,ov sxwLoeruxrFH NaEss.vv>e,. 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PA AIW IW .': .. . ... ...... .. ...... off _ _________....__—__J s 3 � d LOCATION MAP HTS Ex/SYNC NCC—ACCESS ORNEWAY TO BE REMOVED ISDOT PERMIT REWREO) NINE (-11 s �r ExrsT/Nc 31 [wT a ®F = 6 MA/VAIN BVfiINEEF21Nfi www.marathoneng.com ItsK J 0 J w z N W o t7 � y za z c- J F =y z caQ W J ao0 CLoz N� O"WV zg W�o aW �0 c 02 LW u� y WD o OV O � U C O Q 3 19 r0 JOB NO 1308-21 SCALE. 1'=30' DRAWN: AMF DESIGNED AMF DATE 0912=1 REV IS 1-1 AT IONS o111 Al rAwRIGH` Q22` TNEW T,wN ENG ADAM M. FISHEL DRAWING TITLE: Site Plan (Phase 1) SHEET NO C-2.o UTILITIES a. w..r_RaEw/nE DESCRIPTIONWIFIEo� SIZE IAATERIAL TYPE m� RAo_aN T.-2 NX`ENI, w� o axrvaiE voanox mou ixEcoxrxo�vuvErorxE eui�omc rum c �B I f 3sLFlz'Du. 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FISHEL DRAWING TITLE: Utility Plan C-4.0 JOB No DRAWINGNo Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit# NYR11J106 3/21/2022 "Cayuga Medical Assosiates" 1113 NYS Rt. 12 Town of Cortlandville, NY NYSDEC SPDES Permit# NYR11J106 2/1/22 "Cayuga Medical Assosiates" 1113 NYS Rt. 12 Town of Cortlandville, NY NYSDEC SPDES Permit# NYR11J106 2/1/22 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit# NYR11J106 3/29/2022 Cayuga Medical Associates 1113 NYS Route 13 Town of Cortlandville, NY NYSDEC SPDES Permit# NYR11J106 3/1/2022 MARCHUS Cortland Medical ................. .. ................� ..H LT Architects, P.C. Architects, Planners, and Interior Designers 61.9 West State Street, Ithaca, New York 14850 _132 E. Jefferson Street, Syracuse, New York 13202 Tel 607.273.7600 www.holt.com Marathon Engineering, P.C. Civil Engineering 39 Cascade, Rochester, New York 14614 Tel 585.458.7770 www.MarathonEng.com .West Shore Design Engineers Structural, Mechanical/ Electrical/ Plumbing Engineering 100 Great Oaks Blvd, Albany, New York 12203 Tel 518.313.7153 www.WestShoreDE.com ............. \1 SOUTHEAST - BIRD'S EYE VIEW NOTE: RENDERINGS SHOWN FOR INFORMATIONAL PURPOSES ONLY. REFER TO DRAWINGS FOR MORE DETAILED INFORMATION. 8.5 A _ l,`i w I ..H)SEW ST 04 f..: oti 9 4.1905 A \^ Ipp �� / I aw .�4EM Ufa t • , .,• ` ' » . a\ ��` �42,co e f 1p mz s r ........................................ TnTAI oQr:q OF PROJECT (SF): CIVIL C-1.0 DEMOLITION PLAN C-2.0 SITE PLAN (PHASE 1) C-2.1 SITE PLAN (PHASE 2) C-3.0 GRADING, DRAINAGE & EROSION CONTROL PLAN C-4.0 UTILITY PLAN C-5.0 LIGHTING & LANDSCAPING PLAN C1-6.0 DETAIL SHEET 1 C-6.1 DETAIL SHEET 2 C-6.2 DETAIL SHEET 3 C-6.3 ..QETAIL SHEET 4 C-7.0 TRUCK TURN PLAN C-8.0 DRIVEWAY PLAN C-8.1 DRIVEWAY DETAILS 1 C-8.2 DRIVEWAY DETAILS 2 STRUCTURAL S001 GENERAL NOTES S002 GENERAL NOTES S003 SPECIAL INSPECTIONS S100 FOUNDATION PLAN S101 SLAB PLAN S102 FIRST FLOOR FRAMING PLAN S103 ROOF FRAMING PLAN S104 JOIST LOADING PLAN .... S200 SECTIONS S500 STRUCTURAL DETAILS S501 STRUCTURAL DETAILS S502 STRUCTURAL DETAILS ARCHITECTURAL - A001 GENERAL NOTES, WALL TYPES, TYPICAL MOUNTING HEIGHTS A101 FIRST FLOOR PLAN A105 ROOF PLAN A151 FIRST FLOOR. REFLECTED CEILING PLAN & DETAILS A161 FIRST FLOOR FINISH PLAN A162 FINISH SCHEDULE A201 EXTERIOR ELEVATIONS ............ A251 INTERIOR ELEVATIONS A301 BUILDING AND WALL SECTIONS A401 ENLARGED PLANS, ELEVATIONS AND SECTIONS A402 ENLARGED PLANS, ELEVATIONS AND SECTIONS A551 INTERIOR DETAILS A601 DOOR SCHEDULE A900 FIRST FLOOR FURNITURE AND EQUIPMENT PLAN (NIC) FIRE PROTECTION FP001 FIRE PROTECTION NOTES AND SYMBOLS FP002 FIRE PROTECTION DETAILS FP101.. FIRE PROTECTION PLAN FIRE ALARM FA001 . FIRE ALARM NOTES AND SYMBOLS FA101.. _ FIRE ALARM PLAN PLUMBING P001 PLUMBING GENERAL NOTES P100 OVERALL SANITARY PLAN P101 OVERALL DOMESTIC PLAN P102 PLUMBING ROOF PLAN P200 ENLARGED SANITARY RISER DIAGRAMS (1) P201 ENLARGED SANITARY RISER DIAGRAMS (2) P202 ENLARGED DOMESTIC RISER DIAGRAMS (1) - P203 ENLARGED DOMESTIC RISER DIAGRAMS (2) P400 ENLARGED SANITARY PLANS P401 ENLARGED DOMESTIC PLANS P600 PLUMBING SCHEDULES & DETAILS P700 PLUMBING.SPECIFICATIO.NS 1 1 2 1 3 1 4 CD LO 0 r LO N I C) N ti K NORTH ELEVATION - ENERGY CODE 1/16 1 0 T i H1 SOUTH ELEVATION - ENERGY CODE 1/16 1 0 G F 5 1 NORTH FI FVATION- EWS-1 - 2,300 SF DOOR - 70 SF GLAZING - 170 SF GLAZING % - 7.4 % C*1 FAST F.L FVATION EWS-1 - 1,530 SF DOOR - 0 SF GLAZING - 210 SF GLAZING % - 13.7 % .SSg[JTH FI FVA FI. FVATI0655 1185 SF EWS 1 SF DOOR - 90 SF DOOR - 35 SF GLAZING - 1,225 SF GLAZING - 115 SF GLAZING % - 66.2 % GLAZING % - 7 % 7 L /17` EAST ELEVATION - ENERGY CODE �j 1/16" = 1'-0" /H7\ WEST ELEVATION - ENERGY CODE = 1/16" = 1'-0" EXISTING (Y/N) NO DOOR # 300G WIDTH/CLEAR OPENING 44 INCHES (40 INCHES) REMOTENESS OF EXITS: (139 FEET / 222 FEET) x 100 = 60% DOOR CAPACITY 200 OCCUPANTS 2020 BCNYS - TABLE 1007.1.1, EXCEPTION 2: SPRINKLERED, DOOR RATING NONE MINIMUM 33% OF MAXIMUM BUILDING DIAGONAL E ED) - -- OED ' I - ...._- jjllllll - \I 00 I v Y ILL w \ LL rl PRIMARY CARE CLINIC SPECIALTY CLINIC:OED ' 6 PROVIDER / 18 EXAM 4 PROVIDER / 14 EXAM` D TO AVOID ARTICLE 28 SPACE FROM EXITING 28 SPACE, IDENTIFY THIS - T17 11- - JEI I ' _ . .� THROUGH A NON -ARTICLE t -- - 1 r.� AS "NOT AN EXIT:, 7 , J ARTICLE 28 SPACE I 16 �►`�. •r Iw,. C _. .r», __,, 4 t __ F_ OUTPATIENT LAB: IV i I 3 BLOOD DRAW Rq I .W - ,«, :_ - ... � IN•' _. ` _ww ,tea aw ;, . - t53' - ! - - ' J -::� i - -� 77 7' ui CD CDt ui �l U - - s p a - I I , , I- I I I I -E I I '" / i EATD = 112 FT \ i DEAD END = 17 FT: _ I i - - ` - FIE EC FE y -W t__F LL rT B R C I '� � fI � 1, `�.• _ t �.. �` x 17' wr , �.....r - 41 41 ! PER TABLE BC1006.2.1, ONLY ONE -- ED ED EXIT REQUIRED IF THE MAXIMUM A COMMON PATH OF TRAVEL IS 100FT PROJECT r.j: 13 a 0 0 NORTH OAl FIRST FLOOR CODE CONFORMANCE PLAN 3/32 1 0 1 2 3 4 1 5 I 6 7 GOD 0 0 9 10 1 11 1 12 QCCUPANCY CLASSIFICATION: (BC304.1) BUSINESS GROUP B, (NFPA) CH. 38 BUSINESS BUILDING HEIGHT: (BC TABLE 504.3) 60FT MAXIMUM ALLOWABLE, 16FT ACTUAL 'NUMBER OF STORIES: (BC TABLE 504.4) 3-STORY MAXIMUM ALLOWABLE, 1-STORY ACTUAL ,,:BUILDING AREA: (BC TABLE 506.2-S1) 36,000 SF MAXIMUM ALLOWABLE, 20,100 SF ACTUAL INCIDENTAL USES: NOT APPLICABLE CONSTRUCTION CLASSIFICATION: (BC602.5) TYPE VB - STEEL COLUMNS, WOOD -FRAMED EXTERIOR WALLS & ROOF FIRE -RESISTANCE _BLDG. ELEMENTS: (BC TABLE 601) PRIMARY STRUCTURAL FRAME - 0 HOUR BEARING WALLS - 0 HOUR FLOOR CONSTRUCTION - 0 HOUR ROOF CONSTRUCTION - 0 HOUR FIRE -RESISTANCE -EXTERIOR WALLS: (BC TABLE 602) 13FT +/- TO PROPERTY LINE, 0 HOUR RATING OCCUPANT LOAD: (BC TABLE 1004.5) 21,100 SF / 150 SF PER OCCUPANT = 141 OCCUPANTS MEANS OF EGRESS SIZING: (BC 1005.3.2 NON -STAIRS) 141 OCCUPANTS -0.2 INCH PER OCCUPANT = 28.2 IN MIN. (BC 1010.1.1 SIZE OF DOORS) MIN. 32" CLEAR WIDTH NUMBER OF EXITS: OUTPATIENT LABORATORY - ONLY 1 EXIT REQUIRED (BC TABLE 1006.2.1, 1006.3.3) OUTPATIENT CLINIC - MIN. 2 EXITS REQUIRED (BC TABLE 1006.3.2) EXIT REMOTENESS: GREATER THAN ONE-THIRD OF THE DIAGONAL OF AREA SERVED (EXCEPTION 2) DIAGONAL BETWEEN EXITS (D2) = 133 FT DIAGONAL OF AREA SERVED (D1) = 222 FT MEASUREMENT = 60% ACTUAL (33% MINIMUM) EXIT ACCESS TRAVEL DISTANCE: (BC TABLE 1017.2) MAXIMUM 300FT ALLOWABLE, 112 FT ACTUAL CORRIDORS: (BC TABLE 1020.1) B-OCCUPANCY WITH SPRINKLERS, 0 HOUR RATING (BC TABLE 1020.2) MINIMUM WIDTH = 44", ACTUAL WIDTH = 66" (BC 1020.4 DEAD ENDS) MAXIMUM WITH SPRINKLERS = 50FT, ACTUAL = 17 FT G10 CODE SUMMARY 1211 = 11-011 NEW YORK STATE CLIMATE ZONE: (ECC301.1) ZONE 5A - CORTLAND MINIMUM OPAQUE THERMAL ENVELOPE REQUIREMENTS (TABLE ECC402.1.3) INSULATION ENTIRELY ABOVE ROOF DECK R-30 CONTINUOUS INSULATION (CI), ACTUAL R-33.6 WALLS ABOVE GRADE, WOOD -FRAMED R-13 CAVITY + R-3.8 CI OR R-20 Cl, ACTUAL R-13 CAVITY + R-12 Cl SLAB -ON -GRADE FLOORS, UNHEATED SLABS R-10 FOR 24" BELOW GRADE, ACTUAL R-10 FOR 24" VERTICAL FENESTRATION REQUIREMENTS (TABLE ECC402.4) FIXED FENESTRATION, U-FACTOR MAXIMUM 0.38 ALLOWABLE, 0.37 ACTUAL (EFCO 406X) ENTRANCE DOORS, U-FACTOR MAXIMUM 0.77 ALLOWABLE, 0.37 ACTUAL (EFCO SERIES D302) SOLAR HEAT GAIN COEFFICIENT (SHGC) MAXIMUM 0.38 ALLOWABLE, 0.29 ACTUAL MAXIMUM AREA MAXIMUM 40% ALLOWABLE, 23.3% ACTUAL AIR LEAKAGE (ECC402.5) CONTINOUS AIR BARRIER REQUIRED PROVIDED FENESTRATION, STOREFRONT ASSEMBLY MAXIMUM 0.06 CFM/FT2, ACTUAL <0.06 CFM/FT2 (EFCO 406X) COMMERICAL GLAZED SWINGING ENTRY DOOR MAXIMUM 1.00 CFM/FT2, ACTUAL <0.6 CFM/FT2 (EFCO D302 DOUBLE) VESTIBULES (ECC402.5.7) PROVIDED AT BOTH PUBLIC ENTRANCES �O) ENERGY CODE SUMMARY 12" = 1 '-0" 10 Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com ,��IIIIt111��I NCO aR�y ��� � H �� Pip T LE�Fs ,i' Sol i 30772 !Z* i rE OF ����1111111�� WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. REVISION SCHEDULE NAME DATE I F L NOTE: NOT ALL MAY APPLY ( , LOCATION OF EXITS OE ENCLOSED EXIT/ EXIT TO EXTERIOR v J ED EXIT DISCHARGE J A, EXIT ACCESS ^ Z D HE HORIZONTAL EXIT O ■ FIRE EXTINGUISHER BRACKET O FE IIII- CABINET FEC U EXIT ACCESS TRAVEL DISTANCE (EATD): DISTANCE TO EXITS FROM THE MOST M W EATD =xxx FEET= ' REMOTE POINT IN THE MOST REMOTE ROOM ON THE FLOOR r COMMON PATH OF EGRESS TRAVEL (CPET) -}}}}}}CPET = xxx FEET-)- 7 L r , O O .V co EXIT TO EXIT (D1) D1 = xxx FEET- r REMOTENESS OF EXITS BUILDING DIAGONAL (D2) D2 = xxx FEET O Z DEAD END CORRIDOR (DE) -DE = xxx FEET- -� n/ CONTRACT LIMIT LINE W U C: 3 HOUR FIRE WALL- EXISTING •_•■•■__r■_■•••.•................-FW-3HR-E O 3 HOUR FIRE WALL -FW-3HR O '0 U 2 HOUR FIRE WALL- EXISTING III-- ... ■rrr...... rrrrrrrrrr... rr. FW-2HR-E W a) Q O / 1 2 HOUR FIRE WALL -FW-2HR co 2 2 HOUR FIRE BARRIER - EXISTING .•.•..•..........................-FB-2HR-E U_ CO - 2 HOUR FIRE BARRIER -FB-2HR T_ 2 HOUR SHAFT/STAIR ENCLOSURE - EXISTING ............................ a---- -SE-2HR-E 2 HOUR SHAFT/STAIR ENCLOSURE SE-2HR M O _ 1 HOUR FIRE BARRIER - EXISTING ■■■•■■■•■■••■•••■■■■■■•■■•■■ ... ww -FB-1HR-E .4-10J 1 HOUR FIRE BARRIER -FB-1 HR L. D co B O � 1 HOUR SHAFT/STAIR ENCLOSURE - EXISTING HR-E < 1 HOUR SHAFT/STAIR ENCLOSURE -SE-1HR2i 0 r � .J1 r 1 HOUR FIRE PARTITION - EXISTING ■••■••■■••■■■.•w.w•■•■•••••••••••-FP-1HR-E 1 HOUR FIRE PARTITION -FP-1 HR DATE: 11 /17/2021 1 HOUR SMOKE BARRIER - EXISTING ...................................-SB-1HR-E PROJECT: 21071 1 HOUR SMOKE BARRIER -SB-1HR OTHER: 1/2 HOUR FIRE PARTITION - EXISTING ......... saws ........ --own .... s-FP-1/2HR-E DRAWN BY: Author 1/2 HOUR FIRE PARTITION -FP-1/2HR CODE 0HOUR SMOKE PARTITION -EXISTING rr.rr •..•••.wr.... ...................-SP-OHR-E CONFORMANCE 0 HOUR SMOKE PARTITION -SP-OHR PLAN HORIZONTAL ASSEMBLY (HA) mom A (SHOWN IN PLAN) GENERAL CODE NOTES 1. EXISTING WALL RATINGS SHOWN ON CODE DRAWINGS REFLECT THE RATINGS AS SHOWN ON EXISTING DOCUMENTS PROVIDED BY THE OWNER. NOT VERIFIED BY G130 ARCHITECT. COORDINATE EXISTING AND NEW PARTITIONS WITH DEMOLITION AND CONSTRUCTION PLANS. z> CL L0 C0 O LO r N O N r H 1 2 INTERIOR ELEVATION SYMBOLS AND TYPICAL MOUNTING HEIGHTS (UNLESS OTHERWISE NOTED) 3 ►,I 102800 - TOILET AND BATH ACCESSORIES 5 % 't ;. , �w WW r o �vlvlvl ��T ® � cV (V ❑�❑ � � � �• J Z J 1 1 J JIL C) A�-7ETJETJ � � N N N 1% GLOVE SHARPS COAT HOOK TACK BOARD MARKER CORNER DISPENSER, CONTAINER, BOARD GUARD NIC NIC CODE REF. ITEM MOUNTING [CC/ANSI HEIGHT A117.1-2009 A TOILET PAPER DISPENSER 1'- 6" to 4'- 0" 604.7 B NOT USED C TOILET SEAT COVER DISPENSER T - 0" HOLT STANDARDS -- D NOT USED E SOAP DISPENSER, NIC T - 6" HOLT STANDARDS F PAPER TOWEL DISPENSER 3'- 6" HOLT STANDARDS G SANITARY NAPKIN DISPENSER 3' - 4" HOLT STANDARDS H SOAP DISH/ CORNER BASKET AT SHOWER T - 6" HOLT STANDARDS I NOT USED J NOT USED K FOLDING SHOWER SEAT V - 6" 610.3 G 210000 - FIRE SUPPRESSION WU w ��_ W Wzz g Q? -'A-�- Fm Wa- wU 9- FP g F �E Q - W ' U- ITEM L MIRROR (TOP) M MIRROR (BOTTOM) N SHOWER CURTAIN ROD O TOILET PARTITION PUSH PLATE Q LAVATORY R TOP OF WATER CLOSET SEAT S NOT USED T NOT USED U SHOWER CONTROLS V GRAB BAR 260000 - ELECTRICAL DEVICES ry O Of W Q 0r J O W W rr H n = ~ �a 0U) zw Z� Q Q 0 O w z Z)Z O :D W 2 = 0 0 0 I = O O W W U W A }-G�-�- ®--off- T - IHR--a O a Z 0 _ o__ io ZOO ih r- u- E REFER TO FINISH PLANS ♦ FOR FLOOR FINISH O • 4' ° - - d rY a CONCRETE SLAB 4' in 1 0 o - U 0.. -0 o o o° o OO 00 O o0 O of O o0 O o0 O o0 O o� O o O o0 O 0000 o� O v o00�000�0� '0�000�000�000�000�000 oc�o0o�000� VAPOR RETARDER `0 o 060 0 0 00 0 0� 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 0610 �O�OOo( C�OC�OC�OO°OC�OC�oc!Po °O( OTRUCTURAL FILL O 0 0 0 O 0 00 O o Ono Oho O o O O� Oro t- UNDISTURBED EARTH -III III—IIIIIIIIIIIII 1( REFER TO STRUCTURAL DRAWINGS FOR FLOOR SYSTEM IC �, FLOOR SYSTEM FS-1 - UNHEATED SLAB -ON -GRADE D D 1 1/2 1 0 FIRE RESISTIVE JOINT C 5/8"VARIES j 5/8" SYSTEM REQUIRED AT RATED WALLS UNDERSIDE OF DECK SEALANT, BOTH SIDES, ENTIRE PERIMETER CEILING PLANE, SEE REFLECTED CEILING PLANS it GYPSUM BOARD SOUND ATTENUATION BLANKET METAL STUDS @ 16" OC B - s GYPSUM BOARD WALL BASE, SEE FINISH `�—SCHEDULE r _SEALANT, BOTH SIDES, ENTIRE PERIMETER • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U419 - 1 HR • ACOUSTICAL PERFORMANCE - STC 40 • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED 1 3-5/8" METAL FRAMING, A TYPICAL UON 10A 6" METAL FRAMING (A 2" INTERIOR WALL SYSTEM, TYPE 1 (TYPICAL UON) 7) 1 1/2" = 1'-0" 1 2 INSIDE CORNER WHERE - HANDRAIL DOES NOT CONTINUE ON ADJACENT WALL CODE REF. MOUNTING ICC/ANSI HEIGHT A117.1-2009 6'- 2" MIN HOLT STANDARDS T - 4" MAX 603.3 T - 6" HOLT STANDARDS T - 6" HOLT STANDARDS 2'- 10" 606.3 1' - 6" 604.4 3'- 8" 608.5 2'- 10" 604.5 ,0 224000 - PLUMBING FIXTURES AL �i •� j i14 d — > � I ♦ V %. HINGED SIDE OF DOOR 2" ROOM SIGN, SEE SCHEDULE / / / q � T LATCH SIDE OF DOOR EDGE OF DOOR FRAME OR EDGE OF OPENING SIGN MOUNTING ELEVATION 270000 - COMMUNICATION SYSTEMS w o -j W W W � W Zz O Z) -1 W Z)O 0 F-a-r--—— — — — — —� Z 0 J � r________o z o Of Q _ W U Q J Z Q H Z O U -- u- 0 LWi d W 0 Z J----------J o Q U U O Z J J Q Q I� O ' W W Q Q - U� 0J C) Z in z C UP fl — {� `- O= •h ® INSIDE CORNER WHERE HANDRAIL ' AND CRASH RAIL \ / CONTINUE ON ADJACENT WALL OPEN 1 OUTSIDE CORNER WHERE HANDRAIL DOES NOT / \ CONTINUE ON / ADJACENT WALL 2 �2 \ OMIT HAND &CRASH RAIL \\2" MIN 2" WHERE LESS THAN 12" WIDE, OUTSIDE CORNER UON SEE ELEVATIONS. WHERE HANDRAIL CONTINUES ON (Unless Otherwise Noted) ADJACENT WALL CORNER GUARD TYPICAL HANDRAIL ELEVATION 5/8" VARIES FIRE RESISTIVE JOINT (2) 5/8 SYSTEM REQUIRED AT -� RATED WALLS UNDERSIDE OF DECK SEALANT, BOTH SIDES, ENTIRE PERIMETER CEILING PLANE, SEE REFLECTED CEILING PLANS GYPSUM BOARD SOUND ATTENUATION BLANKET METAL STUDS @ 16" OC -.0 GYPSUM BOARD 2 '. WALL BASE, SEE FINISH SCHEDULE SEALANT, BOTH SIDES, ENTIRE PERIMETER • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U419 - 1 HR • ACOUSTICAL PERFORMANCE - STC 50 • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED INTERIOR WALL SYSTEM, TYPE 2 1 1/2" = 1'-0" 3 0 VARIES 5/8" -UNDERSIDE OF DECK _ SEALANT, ENTIRE PERIMETER CEILING PLANE, SEE REFLECTED CEILING PLANS • METAL STUDS @ 16" OC GYPSUM BOARD 3 WALL BASE, SEE FINISH SCHEDULE T SEALANT, ENTIRE PERIMETER • EXTEND TO UNDERSIDE OF DECK • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED (INTERIOR WALL SYSTEM, TYPE 3 A66� _i 1 1/2" 1 -0 5 7 Leo] TYPICAL MOUNTING HEIGHTS AND CLEARANCES FOR PLUMBING FIXTURES S* �� 1 36" MIN. ♦ r i Z 12'- ;0, 7- - (o ' Co r o N N NOTE: HEIGHT TO EDGE OF REFLECTIVE SURFACE FIG. 603.3 FIG. 604.5.2 MIRROR MOUNTING HEIGHTS REAR WALL GRAB BAR FOR WATER CLOSET 1'- 3" MIN ,f 6" MAX f 1' - 4" MAX Z j SEAT-9 Jo zo - - - -- - _ f o cn 60" MIN Q c� Z) L - FIG 608.2.2 STANDARD ROLL -IN -TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIG 608.3.2 GRAB BARS IN STANDARD ROLL -IN - TYPE SHOWER BACK WALL 2'- 3" MAX 6" MAX- , , r 1'- 4" -I MIN .I • CONTROL V• LOCATION o SEAT FIG 608.4.2 STANDARD ROLL -IN -TYPE SHOWER CONTROL AND HANDSHOWER LOCATION TYPICAL CLEARANCES AND REACH RANGES - ANSI 2009 :$in J 7 r CLEAR FLOOR SPACE CIRCULAR TURNING SPACE Unless otherwise specified may include knee May include knee and toe clearances and toe clearances 10" FIG. 308.3.1 UNOBSTRUCTED SIDE REACH 48" co z, i FIG. 308.2.1 UNOBSTRUCTED FORWARD REACH 7 9 10 � 4'-6" 18 7 10 T-5 i 4' _ Z 00 N i r♦ • .- 2'-0"MIN M O '- —% io z 5' -0„ C14— -' 7- c - � • In 9" PLAN VIEW FIG. 604.4 & FIG. 604.5.1 & FIG. 604.7 FIG 604.3 WATER CLOSET HEIGHTS CLEARANCE AT WATER CLOSETS NOTE: REQUIRED CLEARANCE MAY INCLUDE GRAB BARS, PAPER DISPENSERS, SANITARY NAPKIN RECEPTACLES, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE OF OTHER FIXTURES AND TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE REQUIRED WATER CLOSET CLEARANCE. fnIIr®I r' -Q - I I I I I I I 11 12 GENERAL NOTES 1 ALL WORK IS NEW UNLESS NOTED AS EXISTING. 2 ANY DISCREPANCY CONTAINED WITHIN ANY OF THE DOCUMENTS SHALL BE UNDERSTOOD TO MEAN THAT THE GREATER QUANTITY AND OR THE BETTER QUALITY SHALL BE PROVIDED IN THE FAVOR OF THE OWNER. 3 REFER TO CODE CONFORMANCE DRAWINGS FOR REQUIRED FIRE RATED CONSTRUCTION. 4 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD (EXISTING AND SCHEDULED CONSTRUCTION) AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 5 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. AI"Cillt@CtUC@ 6 NOTES ON ONE DETAIL OR DRAWING APPLY TO ALL SIMILAR DETAILS AND DRAWINGS. 7 DIMENSIONS NOTED "EQ" ARE EQUAL TO EACH OTHER ONLY IF THEY ARE ON THE Planning SAME DIMENSION STRING AND IN THE SAME ROW. Interior IOf Design 8 ROOM NUMBERING IS FOR CONSTRUCTION PURPOSES ONLY, ACTUAL ROOM NUMBERING TO BE COORDINATED WITH THE OWNER PRIOR TO ANY SCHEDULING OR 619 West State Street _ LABELING. ALL EQUIPMENT LABELING AND SCHEDULING SHALL BE FORMATTED AS Ithaca, New York 14850 DIRECTED BY OWNER. 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 001111fill,* ,%S,��RED AR,y��i� H % �G� �0 LEf/ Q Jam' �� i 0 30 i111/1i1It ARCHITECTURAL SYMBOLS WARNING: It is a violation of New York State Law for any person, unless acting under the direction of �� 50'-6" a licensed Architect, to alter this Forward Side DETAIL PLAN ELEVATION document in any way. If a document A101 ENLARGEMENT Approach Approach bearing the seal of an Architect is altered, the altering Architect shall G I DETAIL SECTION WP affix to such document his seal and 1 WORKING POINT the notation "altered by" followed by A 001 his signature, the date of such alteration, and a specific description FIG 602.5 NAME of the alteration. DRINKING FOUNTAIN SPOUT FLOOR ELEVATION LOCATION ELEVATION 1 REVISION SCHEDULE 5'-0" o I I 1'-0" T-0" 1'-0" co 1�-— N� 'T-TURN' TURNING SPACE May include knee and toe clearances only at the end of either the base or one arm. 24" MAX i T a + Q � X � Q v _ = 00 r a FIG. 308.3.2 OBSTRUCTED HIGH SIDE REACH 0 00 20" MAX/ WALL SECTION A101 DIMENSION TO THE FACE NAME DATE OF FRAMING AT NEW CONSTRUCTION, TYP. 1 ' DIMENSION TO THE FACE BUILDING OF FINISH AT EXISTING A101 SECTION CONSTRUCTION Al 4" MAX SIM ` DIMENSION TO THE FACE OF FINISH A4 A101 A2 INTERIOR EXCEPTIONS: ELEVATION CONTRACT LIMIT LINE F — • • (1) HANDRAILS MAY I A3 PROTRUDE 4-1/2" MAX. 1001 DOOR & INTERIOR \ AREA NOT IN WINDOW TAG ;°, , CONTRACT (NIC) (2) DOOR CLOSERS & STOPS MAY BE - - 78" MIN. ABOVE (' ALTERNATE WORK THE FLOOR EXTERIOR j "' O WINDOW & SCOPE AS INDICATED LOUVER TAG MATCHLINE FIG. WALL TAG PROTRUDINGG OBJECTS ,\ 25" MAXOE -� FIG. 308.2.2 OBSTRUCTED HIGH FORWARD REACH 4" 8" '-1/2" 01 5/8" 5 1/2" 2" -1 1/2" L I GYPSUM BOARD I 2X6 WOOD STUDS @ 16" OC I GLASS -FIBER BATT INSULATION. �R-13 MINIMUM COMPOSITE POLYISOCYANURATE INSULATION BOARD WITH 1/2" SHEATH AND WATER -RESISTIVE BARRIER FASTENED TO STUD. TAPE ALL PANEI SEAMS, OPENINGS AND PENETRATIOl' PER MANUFACTURER'S RECOMMENDATIONS. BASIS-OF-DES11 ZIP SYSTEM R-SHEATHING (R-12) I ALUMINUM "Z" OR "HAT" CHANNEL VERTICAL ATTACHMENT SYSTEM PER MANUFACTURER'S RECOMMENDATI0i ENGINEERED STONE PANEL 0 (ALTERNATE Al) FIBER CEMENT PANE RAINSCREEN WITH EXPOSED FASTENERS, OPEN JOINTS AND INSEC SCREENING 4" WIDE BLACK PAINT AT ALL JOINTS SO THAT ONLY BLACK COLOR IS SEE(\ THROUGH OPEN JOINTS /EWS INTERIOR i SIDE 2020-C402.1.3 THERMAL ENVELOPE R-VALUE REQUIRED PROVIDED INSULATION COMPONENT MINIMUM REQUIREMENTS - CLIMATE ZONE 5A - CAVITY 13 13 WOOD FRAMED WALL - OTHER THAN CONTINUOUS 3.8 12 RESIDENTIAL TOTAL 20 25 \A8� EWS #1 - WOOD STUD WITH FIBER CEMENT RAINSCREEN 1 1/2" = 1'-0" 9 10 EXISTING DOOR ROOM NAME ROOM 101 IDENTIFICATION EXISTING PARTITION E 1� KEYED NOTE DOOR NAME DATE FULL HEIGHT REVISION CLOUD PARTITION & TAG PARTIAL HEIGHT PARTITION 1 J z D O .� ABBREVIATIONS AAP AREA ALARM PANEL NIC NOT IN CONTRACT ACID ACOUSTICAL CEILING PANEL NPS NOMINAL PIPE SIZE AFF ABOVE FINISH FLOOR NR NOT REQUIRED LO CI CONTINUOUS INSULATION OC ON CENTER ' A CL CENTERLINE OD OUTSIDE DIAMETER U) CLL CONTRACT LIMIT LINE OFCI OWNER FURNISHED CONTRACTOR INSTALLED 7 r ' Q CLR CLEAR OFOI OWNER FURNISHED OWNER INSTALLED L �+ ETR EXISTING TO REMAIN OPP OPPOSITE O 4— EJ EXPANSION JOINT RD ROOF DRAIN ' ` L- FEC FIRE EXTINGUISHER CABINET SF SQUARE FOOT v ` GA GAUGE SIM SIMILAR O U) T HR HOUR SQIN SQUAREINCHES 7 MAX MAXIMUM TYP TYPICAL n/ (DL MIN MINIMUM LION UNLESS OTHERWISE NOTED I.J_ ♦"0 C MIR MIRRORED ZVB ZONE VALVE BOX W Co Co = U 0 INTERIOR MATERIAL LEGEND 0< p _ U = TACKABLE PANEL/ WALL PROTECTION/ FLEXIBLE — SOUND ABSORBING WALL PROTECTION WALL UNIT Q U �^-0 -0I WOOD PANEL V) CASEWORK TAG = ca CABINET DESIGN SERIES NO. (CDs NO.) PER n/ B ARCHITECTURAL WOODWORK INSTITUTE (AWI), L.L SEE A551 FOR CORRESPONDING DETAILS Q O 00X U C) r 00 00 CABINET WIDTH 0 �- CABINET DEPTH i CABINET HEIGHT (INCLUDES DATE: 11/17/2021 i COUNTERTOP) PROJECT: 21071 OTHER: DRAWN BY: Author GENERAL NOTES, WALL TYPES, TYPICAL MOUNTING A HEIGHTS A001 �t N CD CM r N C) N N N N r H G F E C 0 n 1 2 3 4 I 5 I 6 I 7 8 9 10 6" L 6' Cx6 HSS TUBE STEEL 1 ° ..COLUMN. REFER TO -A' %- STRUC'T,URAL DRAWINGS. CO 1-5/8`,' METAL STUDS ""�5/8" GYPSUM BOARD WALLS AS INDICATED ON PLANS. ALIGN FACE OF WALL WITH FACE OF COLUMN ENCLOSURE H� TYPICAL COLUMN WRAP AT TUBE STEEL COLUMN 1 1 /2" = 1'-0" 1 11 1 12 GENERAL ARCHITECTURAL NOTES 1 CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT ALL FLOOR, WALL, AND CEILING MOUNTED EQUIPMENT, MILLWORK, AND ACCESSORIES PROVIDED UNDER THIS CONTRACT AND EQUIPMENT TO BE PROVIDED BY THE OWNER. 2 CONTRACTOR SHALL PROVIDE BRACING WHERE REQUIRED TO SUPPORT OR STABILIZE ALL NON-STRUCTURAL FRAMING. 3 PROVIDE ACCESS PANELS IN WALLS AND CEILINGS AS REQUIRED TO OBTAIN CONVENIENT MAINTENANCE ACCESS TO ALL VALVES, DAMPERS, CONCEALED JUNCTION BOXES, AND OTHER EQUIPMENT REQUIRING ADJUSTMENT, SERVICE, OR MAINTENANCE. PROVIDE PROPOSED LOCATION AND SIZE OF ALL ACCESS PANELS FOR REVIEW AND APPROVAL BY ARCHITECT PRIOR TO INSTALLATION. 4 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 5 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. i CONSTRUCTION LEGEND ELECTIC PANEL ELEC AUTOMATIC DOOR OPERATOR PUSH IEE EMERGENCY GAS MGS PLATE SHUTOFF CABINET FLOOR DRAIN FD FIRE EXTINGUISH FEc CABINET/BRACKET INTERCOM REFER FLOOR CLEAN OUT FCO TO ELECTRICAL INT FLOOR 1 1.5 2 3 a 5 6 7 8 CARD READER, REFER CR RECEPTACLE 1 5 TO ELECTRICAL PREFERED ELECTRIC & TELE/COMM SERVICE ENTRANCE LOCATION. REFER I 197' - 0" TO CIVIL & ELECTRICAL DRAWINGS. r C (� 5�}- M V V'� r0 C , (, - C O P- i L DIMENSIONS TOilo 12'-0" 20'-0" 32'-0" 32'-0" 32'-0" 32'-0" 32'-0" 4'-0"1 — C.Jct7�'t-2 �..� t� a N Ce, i -� i N G 0.0 41 OUTSIDE FACE OF �, , ' ' , ', L 7v ' SHEATHING AT 1'-0"-a 3'-8" 1 5'-4" 15'-0" 5'-4" 6 -8" 5'-4" 5' 5" 4'-0" 13'-3" 13'-4" 5'-4" 2' 8" 5' 4" 5'-4" 5' 4" 13'-4" 13'-4" 4'-0" 14'-8" T7. CORNERS, TYPICAL 7 ' STAFF STAFF PROVIDER A201 OS CLOSET FOR GAS G1 /A4 326A SERVICE ENTRANCE. PROVIDE BREAK SHOWER OFFICE (2) EVS o REFER TO PLUMBING OFFICE (2 C4 A301 A301 325 iv 3 - 0 Akkt_ I 307 309 �LI 311 1 326A DRAWINGS. _ 305 4 o °° „ ,,.� � ,,, I,�I�I .. .al�ll• II�I,�� I ��,.�I , -. 300G) I 300H �FFIICE ADMIN.2 2 1 3 i 2 i 2 r 3' 1---1- � `� 1 2'-6" i O i 2 1 k H4 10 3/4" -I ELEC 1 i ' 1 325 0 N � 301 I � TYP � 2 � 6 2 6 I 1 BLDG. � ��, Ne PROVIDER- � - I 1 I BUILDING I H1 A251 H2 1 X I 315A 4, 31 A _ �= 326 `- v E8 A251 E9 I cm STORAGE N OFFICE (2) STORAGE 1 6 ' 6 i =A251� H6 6 �PROVIDER r PROVIDER 321 0 1 2 0 326 KEYED CONSTRUCTION NOTES A - OFFICE MECHANICAL (2) OFFICE (2) 13 �� - �/ I V I I d" - / 00 . � I L � i �� � � I DATA i 315 __ I 317 319 I I U tr�1 H8� I 313 ti. v T , a> 1 REFER TO ENLARGED PLAN TYPICAL PRIMARY CARE EXAM ROOM 219 TYPE 1 � """"' III 305 307 1 309 I r3l 313 315�S , 323 = w o= = 2 REFER TO ENLARGED PLAN TYPICAL SPECIALTY CARE EXAM ROOM 203 TYPE 2 1 w w i � I301 303 1 �_'321 �� � - - r I -_ SPECIMEN 3 REFER TO ENLARGED PLAN TYPICAL PATIENT TOILET 109T 0 13' - 3 1/81, \ 19' - 2 3/8" STAFF 8'- 3" 10 3/4" 10'- 5 1/2" 10'- 6 7/8" 32' - 1 1/8" 10'- 6 7/8" 10'- 8" 16' - 3" C9 00 1 -' 3 0 TLT 5 4 REFER TO ROOM 203 FOR SIM ELEVATIONS, UON 300F\�j (D ADMIN ,�,� �, MED .j �' TAFF T Q o I 324T 5 REFER TO ROOM 109T FOR SIM ELEVATIONS, UON -j M CORRIDOR 1 T 1 323T - � 324T� ADD-01 0 iv Q Q 316 ALIGN Q �� \ M 6 REFER TO ROOM 305 FOR SIM ELEVATIONS, UON 12/22/21 304 "" 306 - 300 - 310 ` 316 318 I `r' 7 REFER TO ROOM 306 FOR SIM ELEVATIONS, UON -J cD- a �--- '"' M G3 i� - -- -I Fh o EQUIP. k `;' - G6 - - N E1 I - REI=. FRZ. - �,-o, 1 i 8 PROVIDE FIVE (5) SINGLE PRONG COAT HOOKS AT 6" APART, MOUNT (3) AT 5'-6"AFF 2'- 6 I/� ��� M 00 , �C ``� c�� 1 I� -CHASE FOR' AND (2) AT 4-0 AFF, SEE FINISH SCHEDULE FOR BASIS -OF -DESIGN (H1) v P / 6 \ i� I i o 1'- 6" -A251 ``/ / - 2 ►!� 8 OOC i�251 A251 EQUIP. 7 o WATER SERVICE `�� hG iu 9LDG. /TYP A251 303 _ 300B _ A251 310 312 - �� SO ED _ 300D 32C 8 (31)OE 322 ENTRAt�iC� 9 REVENUE STORAGE �/ �� m a_ COPY/ i� in �/ - 60 REFER TO FIRE H9 cn COPY/ SUPPLY -' SUP LY g22 PROTECTION OFFICE (2) (-304 308A r T- - -I-- = - 308 co 1 TT-- 312� li 1 EF. -- -'`�4 EF G11 320A 320 302 �� r-- t -- E6 -;- r -- 1� F rt-1 --- --- - r-- DRAWINGS. - G8 00�0 --- -- —N �� - 0 C ` co — --�_•— _ °I OPP •I — PP- °I - OPP— EESim EESim O 33 / \ 1 217 1 X J � � � f! SPECIALTY "v o CLEAN SPECIALTY o SPECIALTY _ c SPECIALTY SPECIALTY — o SPECIALTY EXAM- l fn A251 f10N (EQUIP A251 EXAM = N _ EXAM SPECIALTY N _ EXAM EXAM iv EXAM 209 N _ s-o° N o 0 1 6'- oR FR o SPECIALTY 411 2 233 = 234 EXAM 226 217 218 r SkCIALTY SPECIALTY r EXAM oo • _ I I _ EXAM I I 202 STAFF EESim 411 E4Sim _ 234 225 226 - 1 C I 218 - - C210 j EXAM 201 1 202 E1 A201 BREAK I° 11 I• — A41)1A210 ------ I- I`. \ / — — — V 11,11111i, 911 11.9. IIAI n„I,R _ - - o 10T � ��— --� ° � 71Y IA.111111111111111 �' full I 11IRT1lIIR - , f�- � �� '" .,., OPP .I .OPP '.I OPP - ' •I � io AFF T 40 °X 227 _ 219 EXAM (211) 203' _ 2 EXAM BIDo 41 T EVS I G1 Sim J O = 220 ! TYP. EXAM _ ao �__ EXAM 204 / SOILED EXAM o E M EXAM o EXAM I �o EXAM o - I o 0 �, I— — I — — I - TYPE 2 _ , o _ l T-91/2" 408 409 235 — � 23 227 — L228- — 211 212 o o r TYP. EXAM I o r b oo �o, \1_ L A251 �! 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A401 i 2 BLOOD BLOOD EXAM o — EXAM EXAM o j EAM o _ 222 EXAM o EXAM EXAM o- EXAM o Mv- 237 — 238 229 — - — 230 _ x — C 13 1 - 214 205 206 1 DRAW b DRAW o 0 0 - o �_ o o co �' i i EXAM �- I_ t-- 406 406 407 407 238 230 221 222 214 /2 �2 206 ++ _ z1\ I• I• I �. l CTi -- —-IIIIIIIII,II,III,I -. . —� _ ��fiw�Zll,l�P —� ���,�.������„III-I,.����I.I ,I,.il-�In�.� �� �LI��I��.IIII+IIII�II .I....�,...,,�,I,��I,.I „-�I �I — — 'a �2 239 240 77ol I 231 = MGR. 223 SPECIALTY _ - - ,I °I • O O _ - EXAM 215 2 I 207 b _ I DINT -OF OFFICE (2) J X I X 2 WORKROOM^+ A251 CARE k 22300 21>5c YD VITALS / X _ ECHO o 404 BLOOD BEH. ORK BEH.' NURSE SPECIALTY (CARDIO) 00 ADD-01 HEALTH iv r SHARED SCHED. � 240 HEALTH r N � N � ni DRAW /CONSULT ! ti C9 /CONSULT 1 ! OFFICE (2) OFFICE (2) 2 216 207 i 12/22/21 ' r --- -- 405 405 2 239 l - - 2 232 232 - � 2; 224 224 I 216 2 208 I 4' - 0" --- J I T t-fi --rr-- T 231 • A I I• i° C114( A251 C3 5 7 1/4 13 2 3/8" Ala Illllllllll1111 1111323/8"*^ 5 1/ 13' - .II„I,I,IIII." .,., ', -2 3/8 13'- 2 3/8" 5' - 1/4" 13'- 2 3/8" 13'- 2 3/8" 5 - 1 / 4 13'- 2 3/8' n1 ' - ' - ' - _ � � 3' - 2 3/8" � 5 � 1 / "� 13' - 2 3/8" 13' - 2 3/8" � 5' - T 1 / 4"� 13' - 6 3/8" iv ' N in O PATIENT 1 PRIMARY / z 'I � 01 & - PP , " 40 Z II jl I II „ 1 ,I 1 z 1 1 , I II I II 1 , Z z 1 , ' —F--- IC5 LAB 3 - 5 CARE C9 T - 8" 10 3/4" 7' - " 7 - 5 10 3 4 1 -10 +/- 5' - 1 3/4" 8' - 8 3/8" _ —�—�— _ — _ _1 _ 2 3/8" _ 8' - 1 1/4" _ _ — _ 1 -10" +/- 10 3/4" T - 5' - 8 10 3/4" `7' - 8' yy C� C� 1 401 — TYP J J' Xy i L �,� �� �, �/------ _ Z Z y I T J J CN 'I * J LL — PPIIIIIIII ,II II 200A z J Q PECIALTY 7— 'Il ^ 402 110 P 109T �1 8T J �C9 Q �'j -- (112T 13T> Q ¢ 114A 00 " II i,u , III II IIII'q l IIIIP, q 1111, III IN"IwplAll I 1„1'T' . , �' t�� PP r CARE n -j _� �/ iA'f 0 4 A B� = 105 v 106 I 200 Q c� Q PEA T =IPA T ONF CHE -1 M / _ - OPY V1B T STOR 115 E10 3 BL I T AtI �. TL 1 / �tT— __FE 101 v O PP-- (4 FEC l /SUPPLY 1- -v ; l� A TENT l FT 1 = COPY o 0 7-6" Zh 0 `° OUT i 1 T 11 T Q 401T 402 2 101BE] I \�T/ i / - -i 106 I I -� / l / I l / ----- i �� U —'� O — \ _ _ O x SUPPLY CHECK-OUT O = 0 3 A251 - _ �� � � — � - 102 1 104 X i 103 Illll 3 / O Io � 1 _ — Si r -I - 1 9T - o 105 0 - --llll II r - -- - f�,llllll I _ \ — A402 1 BL o - — - I �/ &D-HECK4N VITALS-YPICAL ao 40 ALIGN r I 102 p �y ��CKaN - / 5 \ / 5 \ 2 ED /NURSE P COLUMN \ ��I 5' - 2" I I7'-4" VISIT - �""""""""""'""c 101 p IIII 1 A101 103 5 8 L L} A401 I I PP 1 ENCLOSURE I -�101D Opp OPP _ FR OPP .� 110 OPP U g G1 OUTPATIENT I Al I C� q \ LAB I A402 WAITING-------------------------------------� A251 E1 WAITING (8) 101 ) — ��l CONFERENCE o y� 401 101A 18 N PP - A2 114 114 C1 I f'f' 100Ar 1 1 — -- — 1 I J = 400A 'co PP 7' - 6" EQ. I ALIGN „ ',_.-- — ,�^ � VESTIBULE �2' - 7" 54 - 0 18 @ 3'-0") 9-0' 3@3 0') VES SOUL 66'-0" (22@T-0) 3'-0"3'-0" 6100 3-0 3-0 i�_ it o0 ( ADD-01 " jai Ann12/22/21. � PIS , T 1 OD • POST -MOUNTED POST- 11'-4" 8'-8" PP l'-0 1 63'-0" 1 1 6'-0" 1 20'-0" PP101 ED -0" 0 68'-0" pill - y C— — f 12' - 0" t — — 32 - 0 — — — — -}-32' - 0"— — —� ,� , — -32' - 0" — — �—— — 32' - 0" — —1 — — 32' - 0"— — — �4' - 0"— - -- - - - — - - - - o 1 H 1 • 1• V r. u'p,�l'o71'IIP'I� tl r, pn I �y % V � I Im"'>r�Al�m�l°nminAlmt�nnmlo'I�Immrrnli�mRl,Ilrnr,..pLuol,,.,1,1�nnn�gl r�l�l�ml' �Ilro�nmwlielaum'I'7q�1' a 1,�1 ro i�, ,;..�II'I�f R, ,.I,,L.�,.,,.,. now ko %3 14++al� T-0 AM ftf A201 3 I -0" 8'-8" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 2'-0"4'-0" 102' - 8" PROJECT ''� •� NORTH FIRST FLOOR PLAN N Al 1/8" = 1'-0" 0' 1' 2' 4' 8' 1 2 I 3 I 4 5 6 7 8 I 9 I 10 I 11 I 19 f Architecture Planning Interior Design 619 West State Street _ Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 0���1111111�jI • n - rc�ti a 3077% jE OF 11111��� WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and G the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. REVISION SCHEDULE NAME DATE ADD-01 12/22/21 F E U ' _J 0) z C: D O- 1_L V J a) lt z U O O to C) U Cn v J Cn z w Co C 70 = U o c� F— O • _ -0cn 0 o 0� (1)Q U co �ICU Q U_ — CY) VJ _ co ICU O U 0)W O Cyll) B c r DATE: 11 /17/2021 PROJECT: 21071 OTHER: DRAWN BY: RJW, EKT FIRST FLOOR PLAN Al 01 W 1 2 3 4 5 6 7 8 9 10 11 I I I I I I I 12 COORDINATE THICKNESS OF ROOF SYSTEM FLASHING VENT PIPE OR STRUCTURAL INSULATION WITH ROOF PLAN MEMBRANE O / SUPPORT • �/ WATER CUT-OFF t MECHANICAL UNIT ROOF SYSTEM STANDARD ROOF SYSTEM STANDARD Ln MASTIC JOINT SEALANT JOINT SEALANT HOLT ARCHITECTS �� MEMBRANEPAD r _ LAP MEMBRANE OVER N ` f'RE-FABRICATED INSULATED I `•- ` / EQUIPMENT CURB SEAM FASTENING PLATE STAINLESS STEEL CLAMPING BLOCKING Q RING ji ROOF SYSTEM FLASHING MEMBRANE TOP OF FASCIA a / N a SEAM FASTENING PLATE \ 0' - 0" PRE -FORMED SEAMLESS \ PIPE FLASHING BOOT f� FULLY ADHERED MEMBRANE +�� ! Architecture ROOF DRAIN JOINT SEALANT TANDARD ROOFING \ ROOF SYSTEM STANDARD s METAL FASCIA Planning FULLY ADHERED MEMBRANE JOINT SEALANT FULLY ADHERED MEMBRANE Interior Design / ROOFING ROOFING — \ g 2X SOLID WOOD BLOCKING 619 West State Street I` Ithaca, New York 14850 �. CLOSED -CELL SPRAY ' WRAP WALL AIR BARRIER OVER 132 E. Jefferson Street z POLYURETHANE FOAM g INSULATION VAPOR RETARDER FOR TO FILL ANY GAPS IN ..::...•. F WITH p 607 273 7600 www.holt.com CONTINUITY WITH ROOF r - INSULATION _..._. .. CONTINUOUS .................... . •, „ a; �<<•�:__,_ � � CO OUS SPLICE :::......: : ����1111111��I TURN VAPOR RETARDER - NN U A A �j 90 DEGREES, FLASH 3" ��� S,��E1E H PREFABRICATED % C,yj��i 46 H INSULATED SUMP UP PIPE WITH UNCURED ...... .... : > �z% G` P�� LE�Fs FLASHING i OPEN -CELL SPRAY APPLIED a • • • FOAM INSULATION CH1 ROOF DETAIL ROOF DRAIN 4'SUMP (H4 ; ROOF DETAIL STRUCTURAL SUPPORT OR VENT PIPE DETAIL ROOF DETAIL EQUIPMENT RAIL DETAIL AT ROOF :::::::::: ; TOP OF STEEL�.d _ 1 1 /2" = 1'-0" _ _ ' 1 1 /2" = 1'-011 H 1 1 /2" = 1'-0" ; ; ao�?2 EWS-1 WARNING: It is a violation of New York State Law for any person, unless licensed sed Architect, to alter on f this a G10 ROOF DETAIL - ROOF EDGE AT FIBER CEMENT document in any way. If a document 311 - 1'-011 bearing the seal of an Architect is altered, the altering Architect shall G3 4 (7 8 affix to such document his seal and Cj G1 the notation "altered by" followed by his signature, the date of such A301 alteration, and a specific description of the alteration. GUTTER REVISION SCHEDULE �A4 NAME DATE -- i I FRS-1 OVER FRAMING SLOPED EWS-1 TOWARDS LOWER - + ROOF f I I I Fol I fi F COORDINATE EXACT LOCATIONS OF RTUS, GAS LINES, 6 - 7 n( AND EXHAUST FANS WITH MECHANICAL AND � ill STRUCTURAL DRAWINGS. PROVIDE ROOF C JRBS AND 0 0x'� _ TU RjU CRICKETS AS NEEDED TO MAINTAIN DRAINAGE. a7 6 COUNTER FLASHING RTU I ROOF SYSTEM g 6 TERMINATION BAR 1 aj aP cA I I I I I OO UQ LL::) o U) C)(- -- - - RTU - - - - - - - - - — - - - - I RTU - - RTU -- - — a 0 ': S 1 0 �Ip O� TYP ROOF Y G1 00 SYSTEM FLASHING 0 I 1/4" PER � - I FOOT A105 MEMBRANE SLOPE E11 ROOF DETAIL - ROOF TERMINATION 311 - 1'-011 —. 1 ❑0 I I FULLY ADHERED MEMBRANE ROOFING ♦ , COVER BOARD POLYISOCYANURATE BOARD J INSULATION - 0) D- z �_ D Z O g/ M - I VAPOR RETARDER LL PLYWOOD SUBSTRATE vJ I I z V o ROOF TRUSSES. REFER TO co STRUCTURAL DRAWINGS. O RTU / 2020-C402.1.3 THERMAL ENVELOPE U �RS-1 INSULATION COMPONENT MINIMUM I REQUIREMENTS - CLIMATE ZONE 5A - V) z INSULATION ENTIRELY ABOVE ROOF DECK �--+ C ❑ R-VALUE REQUIRED PROVIDED (CS -0 CONTINUOUS 30 33.6 ♦�, .(•� TOTAL 30 33.6 � — MINIMUM 6" BASE, TAPERED SCUPPER O U L R INSULATION SLOPED 1/4" PER�RS-2O \FOOT TO ROOF DRAINS/ C11 ROOFS SYSTEM RS-1 - POLYISO INSULATION �/ Q U r I (a PROVIDE SCUPPERS FOR � � • SECONDARY ROOF DRAINAGE AT U M ALL RS-2 ROOF SYSTEMS. +6'� — r _'O FULLY AD HERED MEMBRANE rJ - -- - --- - ---- - - ---- -- -_ -- - I - - - - — I--_YP- - - goo -- - -- ---- -- - -_ H15TROOFING 10I COVER BOARD --- � TAPERED INSULATION. O C +7.5" - - - _ - iv POLYISOCYANURATE BOARD 1 INSULATION B 1 I 1 � O SCUPPER `- LATI _ --- - PROVIDE FLASHING AND SEALANT BOTH Dow SCUPPEf , AV TOP AND BOTTOM TO SEAL BETWEEN — E � - RS-2 ( , C ( T CANOPY AND BUILDING VESTIBULES Z G 5 v RS-2 T --- - — - -.. - - - - - - --- ........ _. -- -- -- - - - - - - - - i - - - - - - - - - - - - - SUPPER I ---- -- - -- - I - - - - - - - -- CD DATE: 11 /17/2021 TOP AND BOTTOM SEAL BETWEEN PROVIDE FLASHING AND SEALA T BOTI I PRE -FABRICATED EXTRUDED ALUMINUM CANOPY SYSTEM WITH FOUNDATIONS - M I PROJECT: 21071 CANOPY AND BUILDING VESTIBULES AND INTEGRAL DRAINAGE. OTHER _ _ _ _ _ ___ _ BASIS -OF -DESIGN: AWNING WORKS, INC. _ - _ _ _ _ _ _ _ _ _ _ _ _ _ --VAPOR RETARDER + - FOR ARCHITECT APPROVED EQUAL + —� - 1 1 DRAWN BY: Author PLYWOOD SUBSTRATE ROOF PLAN ROOF TRUSSES. REFER TO 102' - 8" STRUCTURAL DRAWINGS. 2020-C402.1.3 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM A REQUIREMENTS - CLIMATE ZONE 5A - /� INSULATION ENTIRELY ABOVE ROOF DECK /"� R-VALUE REQUIRED PROVIDED CONTINUOUS 30 33.6 Al ROOF PLAN TOTAL 30 33.6 ROOF SYSTEM RS-2 - POLYISO INSULATION TAPERED Al 05 1 /8 - 1 -0 A11 1 1/2" = 1'-0" 1 2 3 I 4 5 I 6 I 7 I 8 I 9 10 IS CM ti 0 LO r CN I C) N r \ r r ICI X F E L� C Ln ■ 0 1 1 2 1 3 1 4 1 5 1 NON-STRUCTURAL METAL " -w-FACE OF WALL • FAMING, BRACING AS SUSPENSION WIRE REQUIRED NON-STRUCTURAL METAL • FRAMING, BRACING AS GYPSUM BOARD '�— - REQUIRED z GYPSUM BOARD --*-- SUSPENSION WIRE /. ' O D - CEILING HEIGHT REFER TO RCP I* ,} ZD l CEILING HEIGHT, L �� CEILING HEIGHT CEILING HEIGHT REFER TO RCP REFER TO RCP" REFER TO RCP GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, / _z GYPSUM BOARD OR AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR i VARIES , WALL ANGLE ACOUSTICAL PANEL CEILING, EDGE, TYP. PAINT EDGES TO AS INDICATED, CUT PARTIAL MATCH PANEL CORNERBEAD PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO WALL ANGLE MATCH PANEL CORNERBEAD CEILING DETAIL - APC TO GYPSUM BOARD TO APC - TEGULAR H4 '1 CEILING DETAIL - GYPSUM BOARD TO APC - TEGULAR 1 1 /2" = 1'-0" �.� 1 1 /2" = 1'-0" PATIENT TILT 401T ADMIN. OFFICE ( OUTPATIENT ter �AL13N i III & LAB ■SICIES WAITING (8) SC't�:FIT H4 All51 j Ann ■ _ ,'_e � 8' _ 611 ■ D PROVIDER STAFF PROVIDER L111-1fMANITo nCCUI M\ CI Cf` AS 7 V GUSPENSION WIRE s FACE OF WALL °I`� CEILING HEIGHT REFER TO RCP \ \ SUSPENSION TEE GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR \ EDGE, TYP. PAINT EDGES TO MATCH PANEL JVALL ANGLE (H61 CEILING DETAIL - APC AT WALL - TEGULAR 1 1 /2" = 1'-0" F'OI T-OF 3EF . SH RE AG .. C ED. EC ALl'Y -Cl4tE H =AL rH OFF CE 12) OF =ICE: (2) FFI E (2) EX. kM W K /GUNS JLT _ ?� ( 2 2' 5 I�I 8, - 6„ I` 1 11 6" 6 - 6' P' 8 - 6F _ E - n I''Vlyl 1pl ruuvl lio III'°'�'I . - I gill H4 a H4( 8'- g' g" 15 01 T T T LTlo. _ ;t> 1' 8 1/2" --- - 1' 1/2"I w' 8 1 6 1 7TL Li LI d' 8 -6❑ _ HECK 8'zzz-� w ® irrl O 8 -6 a _ ' -•,- .," •• _ I Iluoluuuu I I IIII LI III I III I ' :. • W . I I I, II IIII �Illlullul .. . .. 8 ►, , 0 .,I "P3 00 1 SnFFII l c� �• ' ALIGN`. >- ' H4 =EQ.- " EQ - EQ : ' IEQ4 EQ.• - EQ`" EQ EQ ,EQ..EQ: SIDES .- WAITIN� A151 :. , ��. 101 � i/�� IV \ � ✓� V� ® o o • • LIGN, TYPICAL ■; (H4 TYP © ■ �A15 CST1 LE 10 . 8 9 10 -i G,USPENSION WIRE WALL ANGLE CEILING HEIGHT REFER TO RCP _ PROVIDE WOOD BLOCKING FOR CASEWORK HEIGHT A r SOFFIT BRACING REFER TO ELEVATIONS AS REQUIRED GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL PLASTIC LAMINATE FILLER PANEL TO MATCH CABINET BELOW CEILING DETAIL - CEILING TO PLASTIC LAMINATE CASEWORK WRAP 1, TYPICAL H81" = 1'-011 PROVIDER OFFICE (2) 326 710111 SPECIMEN TILT 324T I IIIII IIII IIIII'Veil''Illlllll'!VIIII!IIIIIIIIII 141lillll'IVII'llll' 11 III Ill1h�JIIIIIVIVI'lll' �_ _— rl„—'-•-���" f'-6'LIWPAIM ..J --- EQUIP. 3Q �ECA L Y �A ANM 210 1201'�i _ Lla = uuwm II' vu'I'111u11'I mll'IAn111u I 11!'111111 'llAr 9, 'nlnl lu�alr-Fnu'I�nurl"II uuuuuumunuuuurtl��m�uuuoml ■I EXAM Y . EkAM �l�C XA M 21 T�'PE 2 li 20� 03- -� Y rl -I \\ A151 ' lllll'llllllRl'IWIpIIR7�IR IIIIIRI'llll'11�1117TP"I'I I' Iwl'I'll lf,Vl'I 111,1111111111'I VII'11�1 II' ll' M EXAM 8 _ 6fl E)vAM 421 245 81- 811 D_ rF 0 n IT LS I E IAL TY E HO �8'- 3"#{VI IT E..AM �CARDIC 1-7 1T _ _ '107 � ) 8'- 6" _g P151 i i i I IIII'Ipi � I Ill lhll'ni up I L 81 61, 6" y — j, _ PICO JF. a�: EQ" = EQ - TILT T C - ® I 1'I5 y ::- 8" 'UBLI 103 ILTT IIIII r y $I • � _ , 1� •r r I, .r" SOFFIT _ -Q' CONFERENCE •=«- (18) 114 C1'�� FULL ( FULL TILE TILE 11 I 12 GENERAL REFLECTED CEILING PLAN NOTES 1 ACOUSTIC PANEL CEILINGS ARE APC1 UNLESS OTHERWISE NOTED BY CEILING HEIGHT/MATERIAL TAG. , 2 LAY -IN ACOUSTIC CEILINGS ARE 8'-6" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 3 GYPSUM SOFFITS AND CEILINGS ARE 8'-0" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 4 CENTER ACOUSTIC CEILING PANELS WITHIN FIELD. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 5 THE EDGE OF ALL CUT TEGULAR PANELS SHALL BE FIELD SHAPED AND PAINTED TO MATCH FABRICATED TEGULAR EDGE. THE CUT EDGE OF ALL PANELS SHALL BE Architecture POSITIONED OUT OF VIEW. 6 MOUNT ALL FIXTURES AND DEVICES IN THE CENTER OF ACOUSTIC CEILING PANEL Planning UNLESS OTHERWISE NOTED. 7 REFER TO MECHANICAL, ELECTRICAL, FIRE ALARM AND FIRE PROTECTION DRAWINGS Interior Design FOR FIXTURES NOT SHOWN ON THIS SHEET. COORDINATE LOCATIONS OF FIXTURES 619 West State Street NOT SHOWN WITH LAYOUT INDICATED ON THIS SHEET. Ithaca, New York 14850 8 PROVIDE ACCESS PANELS IN ALL NON -ACCESSIBLE CEILINGS WHERE SERVICE OR ADJUSTMENT TO MECHANICAL, PLUMBING OR ELECTRICAL ITEMS MAY BE REQUIRED. 132 E. Jefferson Street ACCESS PANELS SHALL BE EQUAL TO THE RATING OF THE WALL OR CEILING IN WHICH Syracuse, New York 13202 THEY OCCUR. PROVIDE COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. p 607 273 7600 www.holt.com 9 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P5 UNLESS OTHERWISE NOTED. 10 PAINT CEILING ACCESS PANELS WHERE THEY OCCUR TO MATCH ADJACENT CEILING FINISH., D gR�•,H LE CA, 0772 CEILING MATERIALS TEOFH������` GYPSUM BOARD WOOD PANEL CEILING '` '-`••a`•,,, CEILINGS AND SOFFITS WARNING: It is a violation of New York State Law for any person, GYPSUM BOARD LINEAR METAL CEILING unless acting under the direction of ` CEILINGS AND a licensed Architect, to alter this °M document in any way. If a document SOFFITS bearing the seal of an Architect is altered, the altering Architect shall G 2' X 4' ACOUSTICAL affix to such document his seal and PANEL CEILING the notation "altered by" followed by SYSTEM - APC1 his signature, the date of such alteration, and a specific description NOTE: REFER TO FINISH/MATERIAL LEGEND FOR CEILING TYPES KEYED INTO CEILING of the alteration. HEIGHT/MATERIAL TAG. REVISION SCHEDULE LIGHT FIXTURES NAME DATE iLINEAR PENDANT RECESSED i° LIGHT FIXTURE ®� LIGHT FIXTURE ❑ PENDANT /IO DIRECT/INDIRECT RECT LIGHT LIGHT FIXTURE FIXTURES LAY -IN/ RECESSED TROFFER LIGHT a FIXTURES F O RECESSED MOUNTED LIGHT FIXTURES OTHER RETURN AIR/ EXHAUST GRILLE • SPRINKLER HEAD SUPPLY AIR GRILLE SMOKE DETECTOR E r LINEAR DIFFUSER FIRE ALARM STROBE o EXIT SIGN MO 4Q DOME SAFETY MIRROR �S OCCUPANCY SENSOR — \ I CUBICLE CURTAIN ElACCESS PANEL SPEAKER — JpS PROJECTION SCREEN - U MANUAL J CEILING HEIGHT/ MATERIAL 1 I PROJECTION SCREEN - MOTORIZED J (APC#) o� DATA/VIDEO PROJECTOR. J ` D ------ RECESSED WINDOW SHADE CENTER MOUNT ON PROJECTION SCREEN O ■ KEYED REFLECTED CEILING PLAN NOTESO U ■� � 1 NO CEILING M W V ) z U o O U `~ O � Cn z 0� — - C W (� -0 z U o �--+ 0 U 00 _ U CY) V J C: > -+-.+ 0p0 KEY PLAN = — cT O (� �UU� r DATE: 11 /17/2021 PROJECT: 21071 OTHER: �r DRAWN BY: Author - FIRST FLOOR REFLECTED CEILING PLAN & DETAILS A 1 (A1( FIRST FLOOR REFLECTED CEILING PLAN _. 1 /8" = 1 1-011 2 . 11 . . 2 61 5 A 7 E'� • 0 0' 1' 2' 4' 1n rAM 11 17 Al 51 822 - ( ) V.I.F. ' 1 ' 1" MIN. REQ'D 36 / 822 / FOR Z-CLIP J 81 - ( ) V.I.F. 72 81 36 00 LL `/ F ____ ____ ✓ > SAW1 ��� � SAW1 .U. .U/ v C) i CD ELEVATION SCALE: 1/4" = 1'-0" NURSING ROOM #308 - NORTH ARCH. REF.: G6/A251 21 - ( ) V.I.F. i—� 1 19191 _I Li SAW1 rn M ELEVATION SCALE: 1/4" = 1'-0" CHECK -IN ROOM #102 - WEST ARCH. REF.: A7/A402 43 - ( ) V.I.F. 1 -41 1 LL f SAW1 (o — —_--� rn M ELEVATION SCALE: 1/4" = 1'-0" CHECK-OUT ROOM #104 - NORTH ARCH. REF.: A7/A402 21 - ( ) V.I.F. 1 19 1 SAW1 ELEVATION SCALE: 1/4" = 1'-0" CHECK -IN ROOM #102 - EAST ARCH. REF.: A7/A402 21 - ( ) V.I.F. 1 19 1 LL SAW1 M ELEVATION SCALE: 1/4" = 1'-0" CHECK-IN/OUT ROOM #402 - NORTH ARCH. REF.: A7/A402 Product: ATP 2.0 AcousTech Panel Fabric: Carnegie Xore) Nexus 6425-905 Edge: Square SAW1 Panel Thickness: 2" Height & Width: As Shown Fastener: Z-Clip All product dimensions are6" i �U' 21 - ( ) V.I.F. 1 19 1 <<<< r<<;<< lL <<<< < s<< = <<<< << <<<<< <<<<<< C 'vSAW1 rn ta:i <D M ELEVATION SCALE: 1/4" = 1'-0" CHECK -IN ROOM #102 - WEST ARCH. REF.: A7/A402 794 - ( ) V.I.F. i 1" MIN. REQ'D 36 79 36 FOR Z-CLIPN AW<<<<<<<<< <<<<t< <Z<<<B1<<< `<< <<< <<< <<S1<�<<<<C ` N O O M 21 - ( ) V.I.F. 1 19 1 < <<<<< L <<<<< <9 SAW1 rn CM ELEVATION SCALE: 1/4" = V-0" CHECK -IN ROOM #102 - EAST ARCH. REF.: A7/A402 ELEVATION SCALE: 1/4" = V-0" NURSING ROOM #312 - NORTH ARCH. REF.: G6/A251 21 - ( ) V.I.F. 1 19 1 <"�<& IT<,< < <<< Ct.<.<,, C SAW1 ;i <D rn Cl) ELEVATION SCALE: 1/4" = V-0" CHECK -IN ROOM #103 - WEST ARCH. REF.: A7/A402 21 - ( ) V.I.F. 10 1 19 1 <<0 <`<<<< << SAW1 822 - ( ) V.I.F. 1" MIN. REQ'D 36 � 822 FOR Z-CLIP '0 81-( ) V.I.F. 72 81 36 11<1 <<<<<< �<<e t t<<< <<< <<<< <<<< <<4c << <<<< C<<<4<� � <<< �<�F--------_— '� i' SAW1 <tCF< C< v N M CD M W W ELEVATION SCALE: 1/4" = V-0" NURSING ROOM #320 - NORTH ARCH. REF.: G6/A251 Li > c(D rn M ELEVATION SCALE: 1/4" = V-0" CHECK -IN ROOM #103 - EAST ARCH. REF.: A7/A402 21 - ( ) V.I.F. 1 19 1 r <<`<< << < L � SAW1 rn M ♦ 43-( )V.I. =. 4,-( )V.I.F. 43-( )V.I.- 43-( )V.I.F. 11 1 1 `I41 �1 1 41 I 1' J41 <<<<4<<<{<<<<<< <<<< <<�< < <4<< 4<<F�<<<<<< <<<�<<<t<<<<<<<<`�� c<�e<< < <4< <*<<<<< < <<�4<<4<<<<<<<<< < <.<<<f<<<<<< <<<<<<<<< c<<<<<<� << << <<<<< <'<<<<<<<<<<<<<<c< <`< < <,< << <.< Ui <<<`<�< <<<�<,<<<< L� <� <<<,< < <<<< <<<<< << <'<<<`< < < < < <`< <� <<< t e <<t _ <<< < < < CD C<t<[<<<<<<<< < ! eD <<< <<< < << �<< <<<<`< , <<< <<<QN < <<<<< SAW1 ,<<<<<< <<<S <<< < < i << SAW1'<<<< <<< << < <4< cD rn rn rn co M M ELEVATION ELEVATION ELEVATION ELEVATION SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" CHECK-OUT CHECK-OUT CHECK-OUT CHECK-OUT ROOM #104 - SOUTH ROOM #104 - NORTH ROOM #104 - NORTH ROOM #104 - SOUTH ARCH. REF.: A7/A402 ARCH. REF.: A7/A402 ARCH. REF.: A7/A402 ARCH. REF.: A7/A402 21 - ( ) V.I.F. 21 - ( V.I.F. 19 1 ,I <<<<<<<< `<<<�,r d < SAW1 SAW1 M M ELEVATION ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" CHECK-IN/OUT CHECK-IN/OUT ROOM #402 - SOUTH ROOM #402 - NORTH ARCH. REF.: A7/A402 ARCH. REF.: A7/A402 ELEVATION SCALE: 1/4" = 1'-0" CHECK -IN ROOM #103 - WEST ARCH. REF.: A7/A402 21 - ( ) V.I.F. 1 19 1 r <9X<< <<<<<<<< X< << SAW1 ELEVATION SCALE: 1/4" = V-0" CHECK-IN/OUT ROOM #402 - SOUTH ARCH. REF.: A7/A402 �UZ 21 - ( ) V.I.F. 1 19 1 <1. <<t<< <<<< < << { SAW1 ELEVATION SCALE: 1/4" = 1'-0" CHECK -IN ROOM #103 - EAST ARCH. REF.: A7/A402 43-( )V.I.=. 1 J41 1 fi <<<< <r < <<<<<<< < <<<�. <<<<<<4<4<<<<< <<< <<<<<�0 <<< < <<< <<<<<<&<< `` ' <<< SAW1 ' <<< << ELEVATION SCALE: 1/4" = 1'-0" CHECK-OUT ROOM #104 - NORTH ARCH. REF.: A7/A402 3 16 Per Plan Reveal - 1" Min. \ Si Square Edge - (4) Sides io \ � Facing per Plan \ Hardened Resin Panel Thickness per Plan Panel Core per Plan TYP. Z-CLIP DETAIL SCALE: HALF W N 00 �. O Z co W N co O O D Q o T_ W 1 w W a Q U) o a W Q W U o O W U) > > a W ULL a N N 0 0 W of LL Y Q N < w j 2 ° Z U L) ICL U) m N F C ++ O Q N _ N Y I- N nt O `V ((1)z Z a) O U z z W tY H F- �? O N U O N z O, Q O F r` c0 O Z C) _ H O W W L Z) Z) � rn 3.co Z rn 7 00 W (� O J F U= W W N coQ `- (� Q O 00 `/ Cl)of Q ❑❑ ❑ o o Q ' AV L Hear + Feel The Difference AVL SYSTEMS, INC 5540 SW 6th PLACE OCALA, FL 34474 1-(800)-228-7842 info@AVLonline.com www.AVLonline.com © AVL SYSTEMS, INC. 2002 Notes to installing Contractor: 1. Begin installation only after familiarization and compliance with manufacturers installation instructions and all project specification requirements. 2. Verify Layout 3. Any cuts required for electrical outlets, light switches, thermostats, exit signs, etc. to be done at m No Exceptions r Resubmit jobsite by installing contractor. [:]Note Markings [:]Rejected 4. Verify color selection. by. ekt date: 08/17/2022 5. The drawings are provided to demonstrate Review is for general compliance with contract reasonable product conformance with the project documents. No responsibility is assumed for compliance of dimensions or details. Fab- plans and specifications. Approval of these rication may proceed from prints marked No drawings constitutes an agreement by the Exceptions or Note Markings. purchaser of these products to indemnify AVL HOLTARCHITECP.C. Architecture Planning Interior Design Systems, and/or its owners against an 3rd y � Inc., g y party assertions of patent or design infringement, royalties or licensing fees, and for all costs, damages or expenses incurred or claimed by others for any alleged infringements. 133 - ( ) V.I.F. 4416 44- 1 4416 4— 1 , m M c •< •t •c •c • `t�t'c �c �< c' •<�t < << <<<<<<<<<<<1 4 << <<<<<<<<<< << <<<<<< < << << < << <<<< < < 44<<<4<C<<<<<<<4 << 4<4< <<<<<<<<<< t�4� v [. [< r„ < < <<<<< <4 < << <<4 < 4`<4<< C< C< <<< c<<<c<<< N <<TP1•<<<< <<< TP1`< < <<TP1 <<<<< <<<<<< << << << < < <,< < <<<<<<<<<<< <<<<.<,<,<,<<< <<i4 <<C<C,<,< <<<<�C<�< O \` M W ELEVATION SCALE: 1/4" = V-0" ADMIN. OFFICE ROOM #301 - WEST ARCH. REF.: H1/A251 1352 - ( ) V.I.F. / 4516 4 16 45-1 / M '4<c <<<< <C < <<< < < <<<< < < < <�< < <�<<F< < <<F< < < <<< < F<4< < < < < < F F < < <<<<<< << < <<<<<< <<< <<<<< <<< < <` <<� <<< <44F < < < < < C��((,,<< << < <<<TP1 <<4< < < <<<<TP1 <<<<< << O IIf XX O W ELEVATION SCALE: 1/4" = V-0" PROVIDER OFFICE ROOM #317 - WEST ARCH. REF.: H1/A251 / 36 47 47 (0 �— LL M \U' <r <<<r r ?44 ;<,<< ;< < <<<< < <<TP1<<<<< <f< co O � W �J ELEVATION SCALE: 1/4" = V-0" NURSING ROOM #308 - NORTH ARCH. REF.: G6/A251 1� XTXX,�' Product ATP.759 AcousTech M-Ser'ies- <�<<<<<�<�<�<< Fabric: Carnegie Xorel Nexus 6425-905 ,<<<<<<<<<<<<<< Edge: Square TP1 <<<<<<<<<< Panel Thickness: Y4" :<\<\<�<�<<<<<< Height &Width: 24" Height, Width As Shown '<<<<<<<<<<<<<< Fastener: SPI Clip K<�<�<�<�<�<<y All product dimensions are6" 1062 - ( ) V.I.F. i ` 352 J( 352 352 I <o T / /, t'<'<4/'<'C'<'.'C 't 't '('�/t'C •t ',=/�T-=:=�_ < < <<<<<-<<<<<<<<< ! \ <<<<<<<<< < < <<<<<<<<< <<<<<<< <<<<<<<< <<<<<<<< <<<<<<<<4:<<<<<<<<< < <<<<<<< <<<<<<< <<<<<<< ===a=== N C<<<<r , ,.C<<<<< <<<� , , <<<<<<<_ <� r r <<<<<<C \ <<<< \ TP1 TP1 <<<TP1 <<< << <<<< < <<< O <y, ��IWIWIWIIII \ ! \V, ELEVATION SCALE: 1/4" = V-0" ADMIN. OFFICE ROOM #301 - EAST ARCH. REF.: H2/A251 1062 - ( ) V.I.F. 352 352 352 N <4<<<<<<<<<<<<'<<<<<<<4<<<<<<<<:<<<<<<<<<<<<<<<<< / \ <<<<<TP1 <<<<<<<<<<<TP1 <<<<<<<:<<<<TP1 <<<<<<<, \ / N <3 ,— O OM 4_ _ ELEVATION SCALE: 1/4" = V-0" PROVIDER OFFICE ROOM #317 - EAST ARCH. REF.: H2/A251 307 - ( ) V.I.F. 47 1 47 11 47 36 / f ., \U// <<<< <<<`<<< <<<<<<<<<<<<<< << << <<<<<< <<< <<<<<<<<<<<<<<�<<<<<<<<<<<<<<<<<'<<<<<<<<<9 <<<<< �<C< <<<<<'x'<,<<<C<C<<<<<C< <C<C<'<'<,<C<C<C<C<C(<C <<<C</<X/�<<<<<<<<<<< <<<C<,<r</<<<<<<<< < << <<<<<<<<< <<<<<<< < <<<<<<<< <<< << <<TP1 <<<<<< <<TP1 <<<<<C <<<TP1%<<<<<< <<TP1-<<<< << << << <<<<<< <<<<<<<<0 <<<<<<<< <<< 4<<< <<'< <xx�<<<�<<<(�<< <<<< C< <<<<<< <<<<<< <C< Gririrrr<rrr rrr[rrrr[rr rrrrir[[, I l�l I �l I 1422 - ( ) V.I.F. 471 472 472 J( J( <D / \ Z<<<<Z`<< ctt< t cc<• c <C < <<<< <F<<<<<<<<< << <F<<<< < <<<<<<< <<<<<<<<<<<<<<<<<<<<<<<4<< <<<<<<<<<C<<<<<< <<<<,<<<<<<< <<<<<<<<<<<< ,[[ r[ ,,. N <<<<, CC<C(C<C<C<C CC<C <C<C(C(C<C<C< <C<C <C<C<C<C<C<C<< <<<,TP1,�<<<<< <<TP1 <<<<<< <<TP1 <<<<<<< N ` <r<r<r<,<,<r<r<r<r<r<r< r<r<r<[<[<[<r<r<r<'<r<r /<'<'<,<[<r<,<[<r<[<r<r< O ` O W ELEVATION SCALE: 1/4" = V-0" PROVIDER OFFICE ROOM #305 - WEST ARCH. REF.: H1/A251 1061 - ( ) V.I.F. 352 351 352 1� L----, _______- <<<<`<<<< <<<<<<<< << <<<<<< f < << (<<<<< ,<<<\< ,<<< N \ /•<<TP1<<C<<<<'TP1 <<<\<<TP1 <<< _[<r<[<)<,<r<,<r<<i<r<.Q<,<r<r(r�<,<[<r<i<,�,<[<rV N / O \ / o \ / M \ / ELEVATION SCALE: 1/4" = V-0" PROVIDER OFFICE ROOM #319 - WEST ARCH. REF.: H2/A251 1062 - ( ) V.I.F. 352 352 352 (O M \{J/ \U, \U/ c •c •c'c'L•t •c •c •c <<<<<<<<< <<<<<<<<<<<<<<<<< / \ <<<<<<<< <<<<<<<<<.<<<<<<<<<i m <C<<<<<<< <<<<<<<< C<<<<< < „r ,,, N C<C(< <C<C(C CC<C C<<<<XX <C<C<C< <<�<TP1:<C<CCC <<<TP1<<<<<<< <<<TP1< N <<<<`<<< << <<<<<<<<�(<<'<<<<< [.[/.[r.rr.[. .[/.[.[r.[//.nrrrrtttrri6\ / O = �— O M \ ! / W W ELEVATION SCALE: 1/4" = 1'-0" PROVIDER OFFICE ROOM #305 - EAST ARCH. REF.: H2/A251 1422 - ( ) V.I.F. 472 472 472 r LL \I / \ U / \ / \U / Z`Z`Z`Z ti'Z`Z`Z`Z <<<<<<<<<<< <<<<<<<<<<<< c c .'t c t tl <<<<<<(<<<<<<<<<<<< <<<<<<<<<<< c< c t <<<< <<<<<<<<<<< — N <<<<<r<rCr<CC<<<<<<(<(< <<<<; TP 1 ?<<<<<<<<<<<< <<<<,<r<,<<<<<<<<<<<<C< <<<<TP 1 <<<<<<<<<<<<< <<<<<<<C(C<< <<<<• TP 1 << <<<<<< <[<[<i<i<)<r<[<[<[<r<r< << <<<<<<< <. <<<<<< r<,<i<<<i<r<r<<<<' ,Sr<r / f<,<<<X"i <Z,<r<,<,<, N �; O III O W 1512 - ( ) V.I.F. ELEVATION SCALE: 1/4" = V-0" PROVIDER OFFICE ROOM #319 - EAST ARCH. REF.: H1/A251 3 3 36 J 394 J 304 J 36 LL M \ / <<CC' <�<<<<<`<(C<C <<< < <<<<<<<4<<< N <(<<<, , [ <&I'<C <<<<<TP1:<<<\<<< N 4444444 <<<< O O co TP1<`<`<`<`<I<`<`<TP1:<<`<`<\<`'<<`<TP1 `<`<`<`` F<<<<<<< < < :<<4<<4�<<<< 4<<<<<. :Q<<<[<[<,<r<r r<[<r iQ<i<r<[ ,<[<r<,<i<<<i<r<[<[<, W ELEVATION SCALE: 1/4" = V-0" NURSING ROOM #312 - NORTH ARCH. REF.: G6/A251 1422 - ( ) V.I.F. 472 472 472 <D \ \ 04 \ \U/ \U/ O <<<<<<<< <<<<4<<<<<<<�<<<<<< < C<< < <<[<<<<<<<<<C<< <<<<<< <rC <,< <<<<<< <<<<,<<.VN <<C<<<<<,TP1<<<</<<<<\< << <<<<<C<<<TP1 < <<< <<<< <<< <[N <<<i<,4<<,<f<) CD ELEVATION <<`<<<< F<<< <<< <<r SCALE: 1/4" = V-0" PROVIDER OFFICE ROOM #311 - WEST ARCH. REF.: H1/A251 1191 V.I.F. 393913 397 16 16 16 N / \U/ \U/ U \U/ \U/ <<<<<<<<<< <<c<<<<<z <<4 <<<4<<<44<< <<<4<<<<<<<<<< < <<<<<<<<4 << <<<,4 < : <<<<<<TP1<<<<<<<<< <<<<TP1 <<<<<TP1'<<<< <<< N < < < O III ELEVATION SCALE: 1/4" = V-0" PROVIDER OFFICE ROOM #326 - NORTH ARCH. REF.: H1/A251 1062 - ( ) V.I.F. 352 352 352 <fl ♦♦ N / M U N <<<<<TP`l N O IIIW''' III Cl) Ah— =L—�—�= (<C'<'<r<(C<CCCC <<< TP 1 <<<<<<< \ ELEVATION SCALE: 1/4" = V-0" PROVIDER OFFICE ROOM #311 - EAST ARCH. REF.: H2/A251 1454 V.I.F. 4816 4816 4816 CO LL N ' \ _-- M —" / << X <<((<<< <<<<<<<<<<<<,<<<, N <<4<TP1 <<�<<<, O o Cl) ELEVATION SCALE: 1/4" = V-0" PROVIDER OFFICE ROOM #326 - SOUTH ARCH. REF.: H2/A251 307 - ( ) V.I.F. 1 �� 36 J( 47 47 J( 47 J( 47 J( 47 I 36 co \U' <<<< <<<<< <<< <<, N <<<<<<C<<<<<<<<<. :<4< <4<C<C <<TP1,C< <<.<G<3<<<, <<<2 N O o M ELEVATION SCALE: 1/4" = V-0" NURSING ROOM #320 - NORTH ARCH. REF.: G6/A251 El No Exceptions 0 Resubmit [:]Note Markings E] Rejected by: ekt date: 09/13/2022 Review is for general compliance with contract documents. No responsibility is assumed for compliance of dimensions or details. Fab- rication may proceed from prints marked No Exceptions or Note Markings. HOLTARCHITECTS P.C. Architecture Planning Interior Design J Per Plan �/ / [ / / ,/ SPI Reveal -Y2' Typ to \ Clip by Ys" Min. AVL \ Square Edge - (4) Sides Facing per Plan ']� r Panel Thickness per Plan Wall Fastener J / by Installing Contractor \ \ Panel Core per Plan \ TYP. SPI CLIP DETAIL SCALE: HALF W C' CO W Z N W Cl) co O a O V_ W d ; 0) wW a <U) o< W Q 0 i� .5 U_ O p W U) F- U W UW Z < O W CX C� G �c UQ O " z < z O r O Q 4-N m � F C 2 OU <- o C' N Y F— N C13 O `vv N Z Z O p p z z O r— , O m N r U a O N 'i z O� U Q O L �Q < < O _ F ti / N wU Z LLJ CWW )O LJ w << 6 ao 00< a z Q U❑❑ ❑< o o cLn ' AVL Hear + Feel The Difference AVL SYSTEMS, INC 5540 SW 6th PLACE OCALA, FL 34474 1-(800)-228-7842 info@AVLonline.com www.AVLonline.com © AVL SYSTEMS, INC. 2002 Notes to installing Contractor: II g 1. Begin installation only after familiarization and compliance with manufacturers installation instructions and all project specification requirements. 2. Verify Layout 3. Any cuts required for electrical outlets, light switches, thermostats, exit signs, etc. to be done at jobsite by installing contractor. 4. Verify color selection. 5. The drawings are provided to demonstrate reasonable product conformance with the project plans and specifications. Approval of these drawings constitutes an agreement by the purchaser of these products to indemnify AVL Systems, Inc., and/or its owners against any 3rd party assertions of patent or design infringement, royalties or licensing fees, and for all costs, damages or expenses incurred or claimed by others for any alleged infringements. fiTb]�7�I�1.� 00 d' ti O LO r N O N \ I G F E U C '3 0 1 1 2 C 0 FINISH SCHEDULE CSI SPECIFICATION SECTION I CODE J BASIS OF DESIGN I DESCRIPTION COLOR/STYLE 064116 - PLASTIC LAMINATE FACED ARCHITECTURAL CABINETS 064116 - PLASTIC LAMINATE FACED ARCHITECTURAL CABINETS PL1 !WILSONART HIGH PRESSURE PLASTIC LAMINATE COLOR: LINEN D427-60 MATTE FINISH 1064116 - PLASTIC LAMINATE FACED ARCHITECTURAL CABINETS PL2 WILSONART HIGH PRESSURE PLASTIC LAMINATE COLOR: MANITOBA MAPLE 7911 MATTE FINISH 081113 - HOLLOW METAL DOORS AND FRAMES 081113 - HOLLOW METAL DOORS AND FRAMES HM i CECO DOOR PRODUCTS, SERIES SQ (EQUAL), SU KNOCK -DOWN FRAMES, EXTRA HEAVY DUTY, METAL STUD "Z" ANCHORS 116 GA COLD ROLLED STEEL (UNEQUAL) & SC (CASED) 081416 - FLUSH WOOD DOORS 081416 - FLUSH WOOD DOORS I WD MASONITE ARCHITECTURAL, ASPIRO SERIES STRUCTURAL COMPOSITE LUMBER CORE, GRADE A FACE, METAL VISION FRAMES 1-3/4" THICK, WOOD VENEER WITH MATCHING EDGES 093013 - PORCELAIN TILE 1093013 - PORCELAIN TILE EG1 LATICRETE SPECTRALOCK PRO PREMIUM GROUT !EPDXY GROUT 160 DUSTY GREY 093013 - PORCELAIN TILE 12X24� I093013 - PORCELAIN TILE 12X24 PT1 !'CERAMIC TECHNICS LTD LARGE FORMAT TILE (COLLECTION: SIENNA FOSSIL STONE/ COLOR: GRIGIO/ SIZE: 12"X24" 093013 - PORCELAIN TILE WALL BASE 093013 - PORCELAIN TILE WALL BASE PT2 (CERAMIC TECHNICS LTD 6" HIGH TILE BASE COLLECTION: SIENNA FOSSIL STONE/ COLOR: GRIGIO/ SIZE: 6" HIGH ALIGN WITH FLOOR TILE 095113—ACOUSTICAL PANEL CEILINGS 095113 —ACOUSTICAL PANEL CEILINGS IAPC1 I OWA OWACOUSTIC PREMIUM OCTAVE 85 HUMANCARE I24 X 48 X 5/8" RE 15/16" 096513 - RESILIENT BASE 096513 - RESILIENT BASE 1131 ITARKETT 4" COVE WALL BASE COLOR: MOON ROCK W 096519 — LUXURY VINYL TILE 096519 — LUXURY VINYL TILE LVT1 I KARNDEAN LUXURY VINYL TILE COLOR: BLEACHED GRAY WALNUT WP329/ STYLE: OPUS SIZE 36"X 6" 096519—LUXURY VINYL TILE LVT2 !KARNDEAN LUXURY VINYL TILE ;TENEBRA WALNUT WP330/ STYLE: OPUS SIZE: 36"X6" 096813 — TILE CARPETING 096813 —TILE CARPETING I CPT1 INTERFACE CARPET CARPET TILE AERIAL COLLECTION AE310, COLOR: 104625 GREIGE, NON DIRECTIONAL INSTALL 096813 —TILE CARPETING I CPT2 INTERFACE CARPET WALK -OFF CARPET CARPET TILE STEP REPEAT COLLECTION SR899 COLOR 104940 IRON, MONOLITHIC INSTALL 098433 - SOUND ABSORBING WALL UNIT 1098433 - SOUND ABSORBING WALL UNIT I SAW1 I CARNEGIE XOREL 2" THICK ACOUSTICAL PANEL COLOR: 905/ STYLE: NEXUS 6425 099123 — INTERIOR PAINTING 099123 — INTERIOR PAINTING P1 SHERWIN WILLIAMS INTERIOR LATEX PAINT, MPI GLOSS LEVEL 3, TWO COATS ( COLOR: SW 7014 EIDER WHITE 099123 — INTERIOR PAINTING P2 SHERWIN WILLIAMS INTERIOR LATEX PAINT, MPI GLOSS LEVEL 3, TWO COATS COLOR: BM 822 RIVIERA AZURE 099123 — INTERIOR PAINTING P3 SHERWIN WILLIAMS INTERIOR LATEX PAINT, MPI GLOSS LEVEL 3, TWO COATS COLOR: BM 449 SERENE BREEZE 099123 — INTERIOR PAINTING P4 SHERWIN WILLIAMS INTERIOR LATEX PAINT, MPI GLOSS LEVEL 3, TWO COATS COLOR: SW 7065 ARGOS 099123— INTERIOR PAINTING P5 SHERWIN WILLIAMS INTERIOR LATEX PAINT FLAT, MPI GLOSS LEVEL 1, TWO COATS, COLOR: SW 7007 CEILING BRIGHT WHITE 099123 — INTERIOR PAINTING EP1 SHERWIN WILLIAMS INTERIOR LATEX SEMI -GLOSS, MPI GLOSS LEVEL 5 COLOR: SW 7014 EIDER WHITE 099123 — INTERIOR PAINTING P6 SHERWIN WILLIAMS WATER -BASED LIGHT INDUSTRIAL COATING SYSTEM FOR STEEL SUBSTRATES PRIME COAT, INTERMEDIATE COAT, TOPCOAT, INTERIOR WATER -BASED SEMI -GLOSS MPI GLOSS LEVEL 5 COLOR: SW 7047 PORPOISE 101100 - VISUAL DISPLAY UNITS - VISUAL DISPLAY UNITS IVD1 CLARIDGE PRODUCTS MARKERBOARDS COLOR: WHITE AND SATIN FRAME/ STYLE: SERIES 3 SIZE: 4'-0" X 4'-0" �101100 101100 - VISUAL DISPLAY UNITS !TP1 CARNEGIE XOREL 5/8" WRAPPED TACK PANEL COLOR: 905/ STYLE: NEXUS 6425 102123 - CUBICLE CURTAINS 11 12 (TYPICAL LOCATIONS UPPER CABINETS BASE CABINETS, REGISTRATION DESK FRONT PANEL INTERIOR DOOR FRAMES IINTERIOR DOORS TALL TILE LOCATIONS (TOILET ROOM FLOOR AND HALF -HEIGHT ON WET WALL (TOILET ROOMS WALL BASE TYPICAL TYPICAL, LION WHERE NOTED ON PLAN WHERE NOTED ON PLAN OFFICES, CONFERENCE ROOM VESTIBULES REFER TO FINISH PLAN TYPICAL, UON ACCENT BLUE ACCENT GREEN ACCENT WARM GRAY TYPICAL, UON TOILET/ SHOWER ROOM WALLS DOOR FRAMES NURSE, BLOOD DRAW REFER TO FINISH PLAN 102123 - CUBICLE CURTAINS CC1 MAHARANI CUBICAL CURTAINS COLOR:005 SHALLOW STYLE: IMMERSE 511505 WHERE NOTED 102123 - CUBICLE CURTAINS �CT1 GENERAL CURTAIN TRACK CUBICAL CURTAIN TRACK GENERAL CARRIER 1062N, SURFACE MOUNTED ALUMINUM TRACK TYPICAL, UON 102600 - WALL AND DOOR PROTECTION 102600 - WALL AND DOOR PROTECTION CG1 INPRO CORPORATION CORNER GUARD ��, — COLOR: GALA 0380, FULL HEIGHT UON ALL OUTSIDE CORNERS LION 102600 - WALL AND DOOR PROTECTION WP1 INPRO CORPORATION WALL PROTECTION ��„ COLOR: GALA 0380 / STYLE: PALLADIUM RIGID SHEET .040 VELVET TEXTURE, 48" HIGH REFER TO FINISH PLAN 102600 - WALL AND DOOR PROTECTION WP2 INPRO CORPORATION FLEXIBLE WALL PROTECTION /V , A COLOR: CLARITY COOL BREEZE RC-CLA-R812/ STYLE: RICOCHET, FULL HEIGHT REFER TO FINISH PLAN 102600 - WALL AND DOOR PROTECTION WP3 INPRO CORPORATION 12" RUB RAIL COLOR: GALA 0380 REFER TO FINISH PLAN 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES M1 BRADLEY CORPORATION MIRROR UNIT CHANNEL FRAMED MIRROR STAINLESS STEEL 781 SIZE 24"W X 36"H REFER TO ELEVATIONS 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES H1 BRADLEY CORPORATION HOOK SINGLE -PRONG UNIT, CONCEALED MOUNTING, POLISHED CHROME, MODEL 911 TOILET DOORS, OFFICE DOORS, EXAM ROOMS, LAB WAITING 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES T1 BRADLEY CORPORATION TOILET TISSUE DISPENSER DIPLOMAT TOILET PAPER DISPENSER, SURFACE MOUNTED MODEL 5A10 TOILET ROOMS 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES SH1 BRADLEY CORPORATION SHOWER SEAT 9591 PHENOLIC SHOWER SEAT STAFF SHOWER 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES SHC1 BRADLEY CORPORATION SHOWER CURTAIN ROD, HANGERS & CURTAIN 9539 60" CONCEALED MOUNTING STAINLESS STEEL SHOWER CURTAIN ROD 1-1/4" DIA, 9540 CURTAIN HOOKS, 9537 WHITE ANTIMICROBIAL SHOWER CURTAIN STAFF SHOWER 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES SP1 BRADLEY CORPORATION SHOWER SOAP DISH 921-60 CHROME PLATED SURFACE MOUNTED DIE CAST SOAP DISH WITH DRAIN HOLES STAFF SHOWER 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES PASS1 BRADLEY CORPORATION SPECIMEN PASS-THRU TWO-SIDED, SELF -CLOSING, INTERLOCKING DOORS BOTH SIDES, STAINLESS STEEL, TUMBLER LOCKSET LAB WORKROOM 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES GLOVE1 HEALTH CARE LOGISTICS, INC. GLOVE BOX HOLDERS TRIPLE BOX HOLDER WITH DIVIDERS, KEYHOLE SLOTS FOR MOUNTING VERTICALLY WHERE SHOWN 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES D1 KOALA KARE PRODUCTS; BOBRICK DIAPER -CHANGING STATION SURFACE MOUNTED, HDPE IN MANUFACTURERS STANDARD COLOR, PROVIDE BUILT-IN DISPENSER FOR DISPOSABLE SANITARY LINERS PUBLIC TOILET ROOMS 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES G1 BRADLEY CORPORATION GRAB BARS STAINLESS STEEL, 0.05 INCH THICK, 1-1/2" OUTSIDE DIAMETER, CONFIGURATION AS SHOWN ON PLANS TOILET ROOMS, TYPICAL 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES SHELF( INTERMETRO INDUSTRIES, SUPER ERECTA SHELF POST -TYPE MOUNT, ADJUSTABLE SHELVES 14" DEEP, TYPE 304 STAINLESS STEEL WHERE SHOWN ON ELEVATIONS 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES SHELF2 KNAPE & VOGT, SERIES 82 WALL STANDARDS SERIES 182 BRACKETS FOR 16" DEEP SHELVING, WITH ACCESSORIES ALMOND WHERE SHOWN ON ELEVATIONS 104413 - FIRE PROTECTION CABINETS 1104413 - FIRE PROTECTION CABINETS I FE1 GUARDIAN FIRE EQUIPMENT, INC.; 1800 SERIES FIRE -PROTECTION CABINET RECESSED CABINET, TRIMLESS WITH HIDDEN FLANGE, STEEL SHEET, VERTICAL DUO PANEL WITH FRAME, FULLY -TEMPERED GLASS, COLOR WHITE WHERE SHOWN ON PLANS 122413 — ROLLER WINDOW SHADES 1122413 — ROLLER WINDOW SHADES I RS1 MECHO SHADE ROLLER WINDOW SHADES COLOR: SILVER BIRCH 0969, 0950 SERIES, 1 % OPENNESS/ STYLE: MECHO 5 STANDARD BRACKET MOUNT INSIDE WINDOW FRAME REFER TO FINISH PLAN 123623 — PLASTIC LAMINATE CLAD COUNTERTOPS 123623 — PLASTIC LAMINATE CLAD COUNTERTOPS PL3 WILSONART HIGH PRESSURE PLASTIC LAMINATE COLOR: MISTED ZEPHYR 4843-60 MATTE FINISH WORK SURFACES 123661 - SOLID SURFACE COUNTERTOPS 123661 - SOLID SURFACE COUNTERTOPS SS1 jCORIAN (SOLID SURFACE COLOR: DOVE COUNTERS WITH SINKS 123661 - SOLID SURFACE COUNTERTOPS ! SS2 CORIAN SOLID SURFACE COLOR: GLACIER WHITE STYLE: #5610 INTEGRAL SOLID SURFACE SINK Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com ♦���IIIIIII�j� ♦ �♦� I RED q ��i ��•� ��a LE�RCy�� �� H C. ��a o �� aft a to i J► ,., x ;� Jc � OF ���♦�� , �/IIIi11 WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. REVISION SCHEDULE NAME I DATE I F E U z D O •- I- — � m U) O z CU O O CIO U o co �, z � M� c w = U o O -0 W o � (1)Q U Q U CM -0 - U) C: O r CtS O � O � cy) B Q ca 2EVUT_ DATE: 11 /17/2021 PROJECT: 21071 OTHER: DRAWN BY: EKT, RJW FINISH SCHEDULE n 1 1? 5 6 7 ! 8 9 in 11 �� Al 62 75 cY) 0 N M r r N C) N cY) N N V_ H G F 1 2 I I I _ I � _ 2'-0" I Lu Q 6'-0" ao � O 4'-0" Lu a a �G11 TYPICAL SIDING PANEL LAYOUT (ESP-2, FCP-2) 1 /2" = 1'-0" =j 4 1 0 1 7 1 8 1 9 1 10 1 11 1 ADD-01 EXTERIOR PRODUCT AND FINISH SCHEDULE 12/22/21 CSI SPECIFICATION SECTION (CODE BASIS OF DESIGN IDESCRIPTION �1 CRV6k/STYLE (TYPICAL LOCATIONS 072100 - THERMAL INSULATION �072100 - THERMAL INSULATION BATT (JOHNS MANVILLE, FORMALDEHYDE -FREE FIBERGLASS INSULATION UNFACEDjAT EXTERIOR, UNFACED AT ALL INTERIOR PARTITIONS EXTERIOR WALL CAVITY, INTERIOR PARTITIONS (SOUND) 1072100 - THERMAL INSULATION �XPS OWENS CORNING, FOAMULAR EXTRUDED POLYSTYRENE (XPS) RIGID BOARD INSULATION FOUNDATION PERIMETER INSULATION 072723 - BOARD PRODUCT AIR BARRIERS 072723 - BOARD PRODUCT AIR BARRIERS COMPOSITE HUBER ENGINEERED WOODS LLC, ZIP SYSTEM R-SHEATHING POLYISO FOAM BONDED TO WOOD STRUCTURAL PANEL WITH INTEGRATED EXTERIOR WALL SUBSTRATE BOARD AIR AND WEATHER BARRIER 074243 - COMPOSITE WALL PANEL 074243 - COMPOSITE WALL PANEL ESP-1 OMNIS PANELS LLC, PETRARCH ENGINEERED STONE PANELS, 10MM, OPEN JOINT WITH INSECT SCREENING COLOR 011 "PARCHMENT", SMOOTH FINISH EXTERIOR WALL CLADDING 074243 - COMPOSITE WALL PANEL ESP-1A OMNIS PANELS LLC, PETRARCH ENGINEERED STONE PANELS, 10MM, OPEN JOINT WITH INSECT SCREENING COLOR 011 "PARCHMENT", SMOOTH SHOT BLAST FINISH EXTERIOR WALL CLADDING 074243 - COMPOSITE WALL PANEL ESP-2 OMNIS PANELS LLC, PETRARCH ENGINEERED STONE PANELS, 10MM, OPEN JOINT WITH INSECT SCREENING COLOR 672 "ALUMINUM", SMOOTH FINISH EXTERIOR WALL CLADDING 074646 - FIBER -CEMENT SIDING 074646 - FIBER -CEMENT SIDING FCP-1 AMERICAN FIBER CEMENT COMPANY, CEMBRIT (ALTERNATE Al) HIGH DENSITY FIBER -CEMENT PANEL, 5/16" (8MM), OPEN PATINA COLOR P545 "SAND" EXTERIOR WALL CLADDING JOINT WITH INSECT SCREENING 074646 - FIBER -CEMENT SIDING FCP-1A AMERICAN FIBER CEMENT COMPANY, CEMBRIT (ALTERNATE Al) HIGH DENSITY FIBER -CEMENT PANEL, 5/16" (8MM), OPEN PATINA INLINE (VERTICAL INSTALLATION), COLOR P545 EXTERIOR WALL CLADDING JOINT WITH INSECT SCREENING "SAND" 074646 - FIBER -CEMENT SIDING FCP-2 AMERICAN FIBER CEMENT COMPANY, CEMBRIT (ALTERNATE Al) HIGH DENSITY FIBER -CEMENT PANEL, 5/16" (8MM), OPEN PATINA COLOR P070 "FLINT" EXTERIOR. WALL CLADDING JOINT WITH INSECT SCREENING 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING POLYISO POLYISOCYAN U RATE BOARD INSULATION, MINIMUM 2 LAYERS WITH ASTM C 1289, TYPE II, CLASS 1, GRADE 2, FELT OR ROOF INSULATION STAGGERED EDGES, TAPERED WHERE REQUIRED GLASS -FIBER MAT FACER ON BOTH MAJOR SIDES 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING TPO ROOFING CARLISLE SYNTEC SURE -WELD FULLY -ADHERED WITH MANUFACTURER RECOMMENDED ACCESSORIES 60 MIL, WHITE ROOFING 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING VAPOR SELF -ADHERING -SHEET, POLYETHYLENE FILM 40 MIL MINIMUM UNDER TPO ROOFING RETARDER 077100 - ROOF SPECIALTIES 077100 - ROOF SPECIALTIES I ROOF EDGE I CARLISLE SECUREDGE 200 SERIES SECUREDGE 200 SNAP -ON FASCIA, 6-3/4" FACE HEIGHT 084113 - ALUMINUM FRAMED ENTRANCES AND STOREFRONTS 084113 - ALUMINUM FRAMED ENTRANCES AND STOREFRONTS AL EFCO IALUMINUM ENTRANCE DOOR 1 084113 - ALUMINUM FRAMED ENTRANCES AND STOREFRONTS AS1 EFCO (ALUMINUM FRAMED STOREFRONTS 088000 - GLAZING 088000 - GLAZING GL1 �GL2 (VITRO ARCHITECTURAL GLASS SOLARBAN 67 (2) CLEAR + CLEAR, 0.29 SHGC 088000 - GLAZING iVITRO ARCHITECTURAL GLASS SOLARBAN 67 (2) CLEAR + CLEAR, 0.29 SHGC 088000 - GLAZING I GL3 (VITRO ARCHITECTURAL GLASS GLAZING I ADD-01 12/22/21 I COLOR TO MATCH ESP / FCP I ROOF EDGE 1? DESIGN MODEL D302 MEDIUM STILE, ANODIZED ALL ALUMINUM ENTRANCES UNLESS OTHERWISE NOTED ALUMINUM/CLEAR FINISH DESIGN MODEL 406XT, ANODIZED ALUMINUM/CLEAR FINISH ALL STOREFRONT UNLESS OTHERWISE NOTED 1" INSULATED GLAZING UNIT, CLEAR FLOAT GLASS TYPICAL EXTERIOR GLAZING EXCEPT WHERE SAFETY GLAZING REQUIRED 1" INSULATED GLAZING UNIT, TEMPERED FLOAT GLASS REFER TO SAFETY GLAZING CHART ON A601 FOR LOCATIONS REQURIED 1/4" TEMPERED TYPICAL INTERIOR GLAZING AJ B F �C� B . DT IALUMINUM -FRAMED WINDOW I ALUMINUM -FRAMED WINDOW ENGINEERED STONE PANEL (ESP-1) 1/—ENGINEERED STONE PANEL (ESP-1) ALTERNATE: FIBER CEMENT PANEL (FCP-1) ALTERNATE: FIBER CEMENT PANEL (FCP-1) I ENGINEERED STONE PANEL (ESP-1A) ACCENT BAND ENGINEERED STONE PANEL (ESP-1A) ACCENT BAND ALTERNATE: FIBER CEMENT PANEL (FCP-lA) ACCENT ALTERNATE: FIBER CEMENT PANEL (FCP-lA) ACCENT i TYPICAL 30' BAY (VERTICAL PANEL JOINTS) BUILDING -MOUNTED ENGINEERED STONE PANEL (ESP-2) I fi I ENGINEERED STONE PANEL (ESP-2) SIGN _ -MO N ALTERNATE: FIBER CEMENT PANEL (FCP-2) T-(Yl 6'-0" s'-o" 6'-0' 6'-0" 3'-0" ALTERNATE: FIBER CEMENT PANEL (FCP-2) V _ ( .TOP !NIGH WAL.I_. 1 1 V I � � - • 1 -, I I I i / 1, 1 ' I I � I I � � � � � I I �/ Y T I I I I I I .. TOP / L _ 0 .��p:.8'_0»' �„ I• I c Ia'4_0" 12'_"'_0" a'_0" 12'_0" a'_0" 1 4'_0'IZ_0"7,MEZ01cc ! I ! = ! I O 00 . — F bo F F F •`� F -_ co T- r , M � I 00-' •-' I I - 1 • I I I I F1 l C)F11 F I I I I ° F 1 ° 00 . - 3 : 0,: 6' 0„ 6' _ 0„ 6. _ 0„ 6' 0" 3' 0" 1 o n ih FIRST FLOOR M ' I 100'-o" I I I I I I I s o a o z o s o s 0.1 I I E I I I I I I I FOUNDATION L, I _I L—'---------J---- I -------------------------------------------- L-----------------96'— ry .. ... ------ -. ...... -.... EAST ELEVATION WEST ELEVATION G1 11-011 ()TYPICAL JOINT PATTERN K 1 /8" = 1'-0" I C 0 EXTERIOR STOREFRONT SCHEDULE Unconnected !, Mark Length Height Base Offset Area SF1 5'-4" 5'-4" 3'-4" 128 SF SF1 5-4" 5'-4" 3'-4" 28SF SF1 5'-4" 5'-4" 3'-4" 28 SF SF1 5'-4" 5'-4" 3'-4" 28 SF SF1 5'-4" 5'-4" 3'-4" 28 SF SF1 5'-4" 5'-4" 3'-4" 28 SF SF1 5'-4" 5'-4" 3'-4" 28 SF SF1 5'-4" 5'-4" 3'-4" 28 SF SF1 5'-4" 5'-4" 3'-4" 28 SF SF1 5'-4" 5'-4" 3'-4" 28 SF SF1 5'-4" 5'-4" 3'-4" 28 SF SF2 8'-0" 2'-8" 6'-0" 21 SF SF2 8'-0" 2'-8" 6'-0" 21 SF SF2 8'-0" 2'-8" 6'-0" 21 SF SF2 8'-0" 2'-8" 6'-0" 21 SF SF2 8'-0" 2'-8" 6'-0" 21 SF SF3 3'-0" 6'-8" 2'-0" 20SF SF4 10'-0" 2'-8" 6'-0" 27SF SF5 9'-0" 8'-8" 0" 78SF SF6 66' - 0" 8' - 8" 0" 572 SF SF7 18'-0" 7'-2" 0" 129SF SF8 56' - 7" 8'- 8" 0" 490 SF SF9 4'-0" 8'-8" 0" 35SF SF9 4'-0" 8'-8" 0" 35SF S179 4'-0" 8'-4" 4" 33SF _ SF10 6'-Oil 18'-8" 0" 52SF Grand total: 26 7 ENGINEERED STONE PANEL (ESP-2) ALTERNATE: FIBER CEMENT PANEL (FCP-2) —ENGINEERED STONE PANEL (ESP-1A) ACCENT BAND ALTERNATE: FIBER CEMENT PANEL (FCP-lA) ACCENT j C10 TYPICA ENGINEERED STONE PANEL (ESP-1) HEAD ALTERNATE: FIBER CEMENT PANEL (FCP-1) A301 / I I 11 i •i I I TYPICAL 1 E10 C F1 ° � JAMB ' A301 C4� NORTH ELEVATION C 4 T3 A4 G1 A301 A301 GUTTER SYSTEM. L SLOPED MIN. 1/4" PER FOOT. TYPICAL 32' BAY (VERTICAL PANEL JOINTS) 0" T _ 0" 8' _ 0" 8' _ 0" T 0" �. p., GUTTER DOWNSPOUT. 5,_al. 12•-O"l 4._0" 4'_0" 2'_0" 1 4,_0., 1 4'-0^ 1y2,_0„ .5-0.1 i, i LIP Iu I v 4' : % �. 0. � 4, _ 0:, Gr- o" 12 1,I - I I I I F 3'_0" a 61_01, 6'_0" 2'_0"L 6'_0„ u 6'_0° V3'_0" ° ° F1 2 f 1T5� 1 I 4 51 7� 8� G1 ENGINEERED STONE PANEL (ESP-1) -ENGINEERED STONE PANEL (ESP-1A) ACCENT BAND ALTERNATE: FIBER CEMENT PANEL (FCP-1) A301 ALTERNATE: FIBER CEMENT PANEL (FCP-lA) ACCENT ENGINEERED STONE PANEL (ESP-2) ALTERNATE: FIBER CEMENT PANEL (FCP-2) TYPICAL 32' BAY (VERTICAL PANEL JOINTS) ALUMINUM -FRAMED STOREFRONT &3-0"e 6'-0" 3'-0" 3'-4" 11 6'-8" 6'-8" v3'-4" i/2E0. EQ. EQ. EQ. EQ. 1/2E0. J-0, le Y yr TOP / HIGH WALL 116' - 0' _TOP / LO_W WALL 112' - 8" `--- F RSTnFLOOR AF 100' - 0" �. 1 ojILATION J 96' - 0" TOP / HIGH WALL 116-0" TOP / LOW WALL 112' - 8" FIRST FLOOR 100'-011 FOUNDATION 41)' 96'-0" i1 i n 'I TOP /HIGH WALL 116' - 0" - _"1 , 1; . �,_o. , s,-�;' -•• I• ,. 1 _TOP /LOW 2Atg r" ��— 1�� I _ .f - FIRST FLOOR 100'-01, FOUNDATION 96' - 0" 19 Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com ,`���1111111//I \ Pip LEtrFs ,: � JvR O ��► i mill 30771 l rE OF WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document = bearing the seal of an Architect is altered, the altering Architect shall G affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. REVISION SCHEDULE NAME DATE ADD-01 12/22/21 F E U J z C: D O- U '— L.L w z U o O- `� `� r C)� O cn a Z w � � �U -0C p C: c� O W Q U co Q U CY) � G � _ Co ICUO � 0 Cy) B 2 CU (� U DATE: 11 /17/2021 PROJECT: 21071 OTHER: DRAWN BY: Author EXTERIOR ELEVATIONS A201 N 00 0 r N C) N r r 1 � 02 02 02 02 36' 14" 36' 14" 32' 14" 32' 14" 32" 32" 32" 32" i o,; �O EE III EC N WW _ _ 1♦ I I EQ EQ EQ EQ u r TACK PANEL, TP1 H1 \\�A55>1 �H1 TYPICAL PROVIDER OFFICE - WEST % 1/4" = 1'-0" r � T - 0" 5" G� N E G1 OUTPATIENT LAB CHECK -IN - NORTH 1/4" = 1'-0" A7 A7 Sim ' �� A402 1'-6" of 5 3/4") KA 3 �02 02 024023" 36' 14" 36' 14" 36' 24" 32" 32" 32" 86" n 5 -(3) PLASTIC LAMINATE ON 5/8" PARTICLE on 7 MIRROR UNIT, M1 BOARD (PL1) PREFABRICATED s ADJUSTABLE SHELVES SHOWER UNIT, ` � REFER TO PLUMBING -GRAB BARS, G1 TACK PANEL, TP1 \DRAWINGS N \ ,-� -GRAB BARS, G1 -- SHOWER CURTAIN, OFOII ` CD 1 unso r11T 9 10 11 12 INTERIOR ELEVATION NOTES. 1. ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED. (4) PLASTIC LAMINATE 2. REFER TO INTERIOR ELEVATIONS FOR MATERIAL OF BASE AND ADJUSTABLE WALL CABINETS, CABINET DRAWERS, CABINET DOORS, ` SHELVES COUNTERTOPS, COUNTERTOP EDGES, SIDESPLASHES AND BACKSPLASHES 3. REFER TO INTERIOR ELEVATIONS FOR LOCATION OF LOCKS N �'\\ II 'I� _ `'♦ _ - . ` r_ ' Architecture -TOILET TISSUE DISPENSER, T1 EE IIIIIII o o �/ 4. REFER TO FINISH SCHEDULE FOR BASE MATERIAL Planning ' I N II II II h 5. OUTLETS, SWITCHES, THERMOSTATS, ALARMS, ETC. SHOWN FOR Interior Design COUNTERTOP 1'- 3" 1'- 6" SUPPORT BRACKET EQ EQ EQ *_* H1 SOAP DISPENSER, OFCI \ A551 j PAPER -TOWEL DISPENSER, OFCI / TYPICAL PROVIDER OFFICE - EAST H4 STAFF SHOWER - NORTH H� STAFF SHOWER - EAST H8l 1�4 FFISOH; �H 1 /4" = 1'-0" f 1/4" = 1'-0" 1 /4" = 1'-0" - oOS13(Il 3I71316 01 01 M 18' 14" 18' 14" 01 REFRIGERATOR, OFOI 32 01 32 02 02 24' 14" 6'-10 1/2" 02 02 6'- 9 1 /32" 02 32" FREEZER, OFOI 14' 32 14 32' 32"14" 36' 32" 32" � � .36' 32 14" 36' 32" 32" �, 36' 32 14" ACOUSTICAL s s PAPER -TOWEL PANEL, SAW1 _ r DISPENSER, OFCI TACK PANEL, TP1 \\ SOAP DISPENSER, / \ WORKSTATIONS,OF I \ \ I �� I OFCI l I I II II II II II / µ F---- } oo-- :� I � © - �-I- � - �l •, ; ', r` T-'. --�l • = (F= ` -iTr' -il r-. __t r- -r=11' fl j REFRIGERATORS, s 60 11 111 1�7 A /_J N _J J L J J L J L '��"•'� L JAL J, 1 \ O ® II I� W `° [ 0 OE I IWI I I C14c\ \ i /' — -' N N II I� nl r I i II II r _ ._ � — — — —. __--- -_- — — \ / 1 ♦ice i+ L IL — JI I L 2'-0" \ COUNTERTOP 2 - 9" 2'-9" 1'- 0" EQ EQ I 01 EQ 10 EQ EQ EQ EQ EQ • { 01SUPPORTBRACKET -( -+ � ' / ' ' a, 11 11 11 ' T-6" 2'-10" c 1152 11 PEDESTAL 10 904 32 ��24 212 FILES, OFOI H1 A10 18 34"24 34 32'34„24" A551 A551 MED ROOM - NORTH MED ROOM - SOUTH 1 - NORTH G 3 1/4" = 1 '-0" �� 1/4" = 1 '-0" NURSING G 6 1/4" = 1 '-0" 2 1 �- I 01 M 02 01 rl " 32" 01 32 32" p2 02 14 24' 1 14' 14" (4) PLASTIC LAMINATE SOAP 32' 14" 32' 14" I IAND-SANITIZER SOAP 32" F ADJUSTABLE SHELVES DISPENSER, OFCI \ 32" 24" I u DISPENSER, OFCI DISPENSER, OFCI� I / PAPER -TOWEL PAPER -TOWEL DISPENSER, OFCI ' (4) PLASTIC ` \ DISPENSER, OFCI LAMINATE ' ADJUSTABLE SHELVES - �• II,�p I WALL BASE AS COORDINATION PURPOSES ONLY. REFER TO MECHANICAL, 619 West State street SCHEDULED ELECTRICAL AND PLUMBING DRAWINGS FOR FULL SCOPE. Ithaca, New York 14850 6. PROVIDE 1'- 0" TALL BY 5' - 0" WIDE (UON) BLOCKING FOR ALL 132 E. Jefferson Street WALL MOUNTED EQUIPMENT AND ACCESSORIES Syracuse, New York 13202 p 607 273 7600 www.holt.com R -SOUTH \ TYPICAL EQUIPMENT - SOUTH & WEST H 1 /4" = 1'-0" ! ���111111111 ,��•�SED qLE RC H 6 EQ 4'- 0" EQ 32' 14" 02 SOAP y• �• 32 32' 14" DESKTOP PINTER, OFOI DISPENSER, OFCI g� _ 4�� T-2" `' a �� 32" PAPER TOWEL 31 MARKER DISPENSER, OFCI_� %- WALL -MOUNTED l OF BOARD, VD1 } --------------------- POST -TYPE MOUNT �� %^\ r I WIRE SHELVING CIDCONTINUOUS WOOD . I , o \\A I,'-\ �I i,' N _,I ` !I _ f I BLOCKING WARNING: It is a violation of New - `� %� - - ------ ------- i York State Law for any person, MID p'n ---'- DE - ---- ® unless acting under the direction of +` nu ! a licensed Architect, to alter this I document in any way. If a document o o COUNTERTOP bearing the seal of an Architect is [}_-____=_-__ SUPPORT BRACKET altered, the altering Architect shall N N affix to such document his seal and G the notation "altered by" followed by 9'-5 1/2" his signature, the date of such WALL BASE AS alteration, and a specific description 904 EQ EQ EQ EQ SCHEDULED of the alteration. 212 212 55 7 32'34„24" 32'34"24"0126"\/,, 3424„36'34"24" A10 REVISION SCHEDULE 134„" � NAME DATE G8 NURSING -SOUTH G11 SOILED -SOUTH 1 /4" = 1'-0" 1/4" = 1 '-0" r 1 i CONTINUOUS WOOD BLOCKING D3 WALL MOUNTED 14" A551 TELEVISION, OFCI -/F LAMINATE LOCKERS.C BASIS -OF -DESIGN: H3 r HOLLMAN LAMINATE 12"W X 18" D X 60"H MODEL B1, SMOOTH e e — — e e ♦ I r -- LAMINATE DESIGNER i IIL TV I \ d WHITE, WHITE © 0 0 0 - I I \ MELAMINE INTERIOR = e e e _ _ L _ \ N A A o - u--I---I-----� Co ' ♦� 0 0 B AB AB N i ,r �2' - 8� 1 /8'� , I--_.....1� - - - .-. � 7-0 LOOCKSD, TYPICAL 211 7 _ 0 � 212 152 � 8' - 0" � 3' - 3' � MEDIA CONSOLE, OFOI ��, 8'-2 1/2" •� 152 REFRIGERATOR, 212 8'-9" 32'34"24 9046 34 24 OFOI 32 34 24 32 34„24 230 32 34"24 16' 24" 14' 24" 34" 34„ - � E OUTPATIENT LAB CHECK -IN/ CHECK-OUT - EAST E4 CLEAN - NORTH (�6) CLEAN - SOUTH iE8� STAFF BREAK - WEST 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1 '-0" D WORK STATION, OFOI 02 02 02 02 14" 34"30 24" 244" %04"4" F ® ED 'v - END PANEL / 0 r / ` N COUNTERTOP C SUPPORT BRACKET 1"� -3" EQ EQ EQ 212 12' - 0" A10 30' 24" 34" A551 C1 LAB WORKROOM - WEST 114" = 1'-0" u 0 �WAITING - NOR-' A 1 1/4" = 1 '-0" 1 01 02 02 16' 14" 36' 14" 30' 14" p2 32" 02 24" 24" SOAP DISPENSER, 36' 14" 02 OFCI 36 24" 14" PROVIDE KEYED 32" 36' 14" 6'- 0" LOCKS, TYPICAL \ 24" -( WORK SPECIMENT STATION, PASS-THRU OFOI ,'" ^\ ,�' ��--PAPER-TOWEL DISPENSER, OFCI -ALIGN GLOVE BOX WALL PROTECTION DISPENSER, WP1 �]] OFCI ,, In In \\ C:)/� ,r\ �n O - : COUNTERTOP `1' \` SUPPORT I `�' BRACKET ' ` ' `,♦ v 3' _ 0" I EQ EQ � EQ 1 5'-9 1/4" �• \ - UNDER COUNTER •• of A9 155 REFRIGERATOR, Ag OFOI 212 COUNTERTOP A551 36 34"24 30' 24" A551 SUPPORT 34" BRACKET �LAB WORKROOM - EAST i LAB WORKROOM - SOUTH 3 1/4" = 1'-0" �CS� 1/4" = 1'-Olr 02 6'-7 3/4" 02 36' 32"14 7• 36 32"14, ACOUSTICAL PANEL, SAW1 TACK PANEL, TP1 o 7Tr A ; �`_ - Ir'-_ ,. .. III _ .'�� l•: ._ `fl E E II W Ip_ z _ <V Ilr I II II COUNTERTOP SUPPORT EQ /EQ EQ EQ EQ BRACKET 11 �'� •� PEDESTAL / FILES, OFOI 1 NURSING #312 - NORTH 1/411 = 11-011 10 W] A WORK STATION. OFOI _ - 7 O D CN WALL BASE AS / 6'- 5" , SCHEDULED MICROSCOPE, OFOI 212 A9 32' 34 24" A551 �C71 POINT -OF -CARE WORK - NORTH \_ 114" = 1'-011 /E9� STAFF BREAK - EAST 1/4" = 1'-0" 310 l,,4-10 I / (E 10, CONFERENCE - NORTH -� 1/4" = 1'-0" E U 01 01 01 M 14' 14" 19' 14" 18' 14" 02 02 701M 32 02 02 32 01 32 Z D J02 32" 14 32 32' 14 30 32 14 O 18'32"14" 32,24"14' 32'24"14 18'32'�14rr � ---SOAP DISPENSER, ��e� OFCI SOAP DISPENSER,.__ ,' \ �' •\ �� \\ �, OFCI PAPER-TOWEL---`—'-----�---- ` ! -- PAPER-TOWEL `� I/' �_ �� _�_ i,' -` DISPENSER, f DISPENSER, OFCI ` I = ♦ OFCI FLOOR MODEL IEIEUM IDDIDIDIEIEI FEE .._ .. co © COPY/ PRINTER, r^ n--- - �t ,� c / GLOVE BOX I - I In t- - z I _ O DISPENSER, OFCI 4 o o i �-G I�- cM /II EYE WASH - A� A� �`- AT SINK �^ 55 4- 0 \ -- WALL BASE AS v J O U Z 7 A9 - 0 UNDER -COUNTER - 155 36' 24" SCHEDULED ��// REFRIGERATOR, OFOI 36' 24" 212 211 34„ A551 904 WALL BASE AS L.L -6-034" 32'34„24" 18'34„24" SCHEDULED W 16' 34"24 . U _ , V O C6 C9 POINT -OF -CARE WORK - SOUTH C111 COPY/ SUPPLY - TYPICAL A2 \ WAITING - SOUTH ~ U 1 /4" = 1 '-0" ��� 1 /4" = 1 '-0" �, _. / 1 /4" = 1 '-0" 0 C 3� Q U /0 S � 06, 3! Z. Q V (Y) — TYP A7 A402 /8" T - 0" L � 3/ - 0" 6 5/8" Cn _--, OCayuga O Cayuga Primary Cue Specially Care \ / (N / N WALL BASE AS SCHEDULED -PLASTIC LAMINATE GRAIN DIRECTION, TYPICAL 5 R 7 t9 e U) N _ co O U � �M B Q O c� 13 \ \-� DATE: 11/17/2021 --- — - OTHER: DRAWN BY: Author —� - INTERIOR \ ELEVATIONS 2' - 6" HI -LOW DRINKING `---WALL BASE AS SCHEDULED FOUNTAIN A A r% I I oll e) A251 CL ti N 00 O L0 T— N O N ti r H W F E 0 X 0 1 PR G1 EAST -WEST BUILDING SECTION 1/4" = 1'-0" CMA Project Foundation Flashing Detail 5/26/2022 AJM Z - Flashing as per drawings p First layer AL edge metal leg length varies according to grade v 4 - 0 I a a v Grade 8 1 /4" =1 LJ d- N+ '.• - .. .- 61 d poOC�'oOoOC�'oOC�� d. 000 000 000 000 c —_ PO0"0O 'OC P,OC` • . _ O O O O O O O O a • -d-. �� _ 00 0 00 0 00 0 00 0 d • a e 0 OCf 0 0 0 POCP0 0 0 0 c 000 000 000 000 c- d , POCPOCPOCPOc 0 0 0 0 0 0 0 0 t -• _ 000 000 000 000 n I I 1 � �n ^ I .• ; •d ; -� i-I I •ate.., ..i �d • a•4 . J Al SLAB ON GRADE AT EXTERIOR WALL - PARGING 311 = 11-011 � I � 0 SILL SEALER, TYPICAL MEMBRANE FLASHING METAL FLASHING, UNDER VERTICAL MEMBRANE, OVER FOUNDATION INSULATION, WITH INSECT SCREENING CEMENTITIOUS PARGING SLOPE GRADE AWAY FROM WALL EXTRUDED -POLYSTYRENE BOARD INSULATION ' ^D EAVE FLASHING INTO GUTTER ALUMINUM GUTTER SYSTEM WITH TER SCREEN AND DOWNSPOUT. ): K&M SHEET METAL, 0.032" ALUMINUM H PAC -CLAD KYNAR FINISH TOP / LOW WALL d 112'-8" 7" ALUMINUM FASCIA H PAC -CLAD KYNAR FINISH WOOD -FRAMING AT 16" TO SUPPORT FASCIA > SOFFIT PLYWOOD SUBSTRATE H SMOOTH, NON -VENTED =R CEMENT SOFFIT WOOD -FRAMED ERIOR WALL. REFER TO UCTURAL DRAWINGS (TRUDED POLYSTYRENE )LATION (XPS) BELOW GRADE MUM R-10 FIRST FLOOR AdL 100, - 0" )oXU'OpU"o Y,OUoOLY, " oL — D o 000 000 o00 00 000 000 O —_ n ° O O II II-II-6, - -I- _ FOUNDATION WALL AND FOOTING. REFER TO -I -I I- I -•; I — STRUCTURAL DRAWINGS i, I i I I FOUNDATION •dn • �• . �A41 WALL SECTION @ NORTH FACADE 3/4" = 1141 A 11 12 TnP / HIGH WALL 116' 0 P / LOW WALL 112' 8" FIRST FLOOR 100' - 0" ` FOUNDATION 96' 0" ALUMINUM TRIM AT / OPENINGS, TYPICAL SILL BELOW _-----SILL ROD AND SEALANT ALUMINUM STOREFRONT -SOLID SURFACE WINDOW STOOL N T (E10� EXTERIOR STOREFRONT JAMB DETAIL %) 3" = 1'-0" REFER TO FINISH PLANS - FOR LOCATIONS OF REQUIRED GYPSUM BOARD SEALANT, ENTIRE PERIMETER+ -- WOOD BLOCKING ALUMINUM STOREFRONT C10 EXTERIOR STOREFRONT HEAD DETAIL 3" = 1'-0" f- EWS;. -RIGID POLYISOCYANURATE INSULATION. -BOX HEADER. SEE STRUCTURAL DRAWINGS. MEMBRANE FLASHING ALUMINUM TRIM AT HEAD AND JAMBS AT WINDOW OPENING BACKER ROD AND SEALANT —ALUMINUM STOREFRONT. ALIGN FACE OF GLAZING WITH INSULATION U --BACK ROD AND SEALANT SEALANT -- SOLID SURFACE WINDOW - -ALUMINUM SILL STOOL METAL CLEAT ...,.�- - N .... SEALANT i' E iv I ` SEALANT \-OPEN-CELL SPRAY APPLIED FOAM c INSULATION, TYPICAL EWS A10 EXTERIOR STOREFRONT SILL DETAIL - MS & FIBER -CEMENT PANEL 3" = 1'-0" Architecture Planning Interior Design 619 West State Street _- Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com D Afte H LEVFs 00 a k9 1 ♦ 0772 l TE OF WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall G affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. REVISION SCHEDULE NAME I DATE F E U z �_ D O- F— U '— 1..1_ 00 z CU O O 4- U `~ O C) z 0� W — }' E ^ C = U o O '0 U) L � (1) Q O U 00 2 _ Q U (� V � V ) _ Ca O U 0� O M B �U 'D ` v U� DATE: 11 /17/2021 PROJECT: 21071 OTHER: DRAWN BY: RJW BUILDING AND WALL SECTIONS A301 R 7 8 LO cY) 00 O N O N ti H F E C 0 1 rD)— 2 TYPICAL PATIENT TLT L 109T - E3- — — - - II A401 E5 E7 CED E1 ENLARGED - TYPICAL FLOOR PLAN PATIENT TOILET 1/4 1 0 4 i .° O C5 219 --� -� CUBICLE CURTAIN -- C3 A401 C7 - AND TRACK TYP. EXAM - TYPE 1 - 219 C9 3 C1 ENLARGED - TYPICAL FLOOR PLAN PRIMARY CARE EXAM ROOM - TYPE 1 1 /4" = 1 '-0" 4 203 CUBICLE CURTAIN A5 TYP. EXAM AND TRACK TYPE 2 A3 A401 A74( 17 A9 ENLARGED - TYPICAL FLOOR PLAN SPECIALTY CARE EXAM ROOM - TYPE 2 Al 1 /4" = 1 '-0" n E3 TYPICAL PATIENT TOILET - NORTH 1/4 1 0 PAPER -TOWEL DISPENSER, OFCI SOAP -DISPENSER, OFCI 01M 24' 14" 01 G 32 21' 14" 29" 152 904 3 34" 16' 24" 34" C3 TYPICAL PRIMARY CARE EXAM - WEST 1 /4" = 1'-0" WALL BASE AS SCHEDULED TYPICAL SPECIALTY CARE EXAM - WEST 1 /4" = 1 '-0" 5 SOAP -DISPENSER, OFCI PAPER -TOWEL MIRROR UNIT, DISPENSER, OFCI M1 -1 —� TOILET SEAT COVER DISPENSER, BASIS -OF - DESIGN: BRADLEY CORP. HIGH CAPACITY SURFACE MOUNT #583 M N � i I I 1'- 6" 1'- 6 141 /256" V-3" 1'-0" (E5 TYPICAL PATIENT TOILET - EAST 1/4 11-011 WALL -MOUNTED COMPUTER WITH WEBCAB, OFCI, BLOCKING AS REQUIRED, TYPICAL � I 2'- 9" WALL BASE AS SCHEDULED C5 TYPICAL PRIMARY CARE EXAM - NORTH 1 /4" = 1 '-0" -PATIENT EXAM TABLE, OFOI WALL -MOUNTED DIAGNOSTIC STATION, OFCI -SHARPS CONTAINER, OFCI -HAND-SANITIZER DISPENSER, OFCI �► I I Li 0 v T-6" 2'-0" 1'-41'-4" � X r� TYPICAL SPECIALTY CARE EXAM -NORTH 5� 1 /4" = 1 '-0" 7 8 GRAB BARS, G1 TOILET TISSUE } , ��DISPENSER, T1 E7 TYPICAL PATIENT TOILET - SOUTH 1/411 1 0 i \ 1' PATIENT EXAM TABLE, OFOI (C�) TYPICAL PRIMARY CARE EXAM - EAST 1 /4" = 1 '-0" 01M 24' 14" e01 G 32" 21' 14" 32" [—SOAP-DISPENSER, OFCI PAPER -TOWEL DISPENSER, OFCI tz < N n U n 904 16 34„24 152 32'34"24" �A7TYPICAL SPECIALTY CARE EXAM - EAST 4-0 PATIENT EXAM TABLE, OFOI WALL -MOUNTED DIAGNOSTIC STATION, OFCI SHARPS DISPENSER, OFCI HAND-SANITIZER DISPENSER, OFCI COAT HOOKS IIIIII H1111I nip ii uillii I I I I o uuui 2'- 0" 10" 2'- 6" 10 1'-4" �9) TYPICAL PRIMARY CARE EXAM - SOUTH 1 /4" = 1 '-0" -WALL-MOUNTED COMPUTER WITH WEBCAB, OFCI, BLOCKING AS REQUIRED, TYPICAL COAT HOOKS I � 7 L�J o 2'- 9" I10"� 10 2' - 6" � (' A9� TYPICAL SPECIALTY CARE EXAM - SOUTH 1 /4" = 1'-0" 11 12 Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com LE1lFs a k !3 n l 30772 ��4!Z TE OF WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall G affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. REVISION SCHEDULE NAME DATE F E U J J Z D O- U '— LO V) z U O� U � Z �0 w Co Ca - C = V o O cn o Q U Q .0 M cc� 0 G � = CO o U 11� co B Q O ca r DATE: 11 /17/2021 PROJECT: 21071 OTHER: DRAWN BY: EKT ENLARGED PLANS, ELEVATIONS AND SECTIONS A A401 1 A 5 7 18 1n 75 0- N qql- 00 O L0 N O N ti z G F E IC N 0 0 1 2 0 0 SEE PARTITION TYPES z _ �4, SAW1 SOUND ABSORPTION WALL UNIT CLEATS FASTENER-_ SOLID SURFACE COUNTERTOP F1� SOUND ABSORBING WALL UNIT ��! 1 1/2" = 1'-0" 3 4 1 5 PRINTER, OFOI COUNTERTOP SUPPORT BRACKETS "E �EM -j�o EE PRINTER BASE Ni. I I W I I EQ EQ EQ EQ EQ EQ Q PEDESTAL FILE, OFOI WALL BASE AS SCHEDULED F3 CHECK -IN - SOUTH __ J 1/4" = 1'-0" 0 -- PROVIDE SOUND ABSORBING -- �*� WALL UNIT, SIMILAR TO SECTION A7/A402, ALIGN EDGES OF WALL PANEL WITH BOTH SIDES OF COUNTER, TYPICAL �5) SAW1 I SAW1 1 3' - 5" COPY CHECK-OUT 1 /SUPPLY _ _ _ I 1 1 F3 A402 -- I -� C111 A251 � � ii E i co ALIGN 80 to _= I COPY -...-- -IO�i 1 A251 C11-- \ _j E /SUPPLY 1 - CA40�F3 ��- poi W �� o---- TYPICAL 1 it [_105 � i f i - _ 5' 2" 7' 6" 5'- 2" � J' — -Sim — — �— -10 — ' -- A7 -- ` 1 CHECKaN Cr, �__� E=� 4402 E-El E_=3 A402 102 - �\ - A402 CHECK4N 7t BL l -L) 103 o, TYP '101B I 101A � Un ALIGN, TYPICAL - p O T T 6�_5�� F3 6'_5" � 5��,� 1 � . � . I ,, i�„��,I, ,, I I 4 5'- 3 1 /8" � F3Sim 6, _ 5�, 6, _ 5�� m BL m gL m` m E-3 m m� „� m m nl � i11 � ni in i 1 E=� �02A ni 10213' 11 a ni ni lii ul ----� L--- ------ ---- -- —W— ----- — W------- BL102 m m ®. T L- -�--- �-- BL m------ BL -_m �BL� M u N I r. WAITI III �" u 1 �` 1036 103A III \103/ 11 W ®_' 1 W' W _' W LJ W IN -WALL COUNTERTOP SUPPORT 'SAW1 SAW1 ;SAW1 SAW1� 1 SURFACE MOUNT COUNTERTOP 1 SAW1 SAW1 J�SAW1 SAW1; BRACKET, I A7 SUPPORT BRACKET Al I 1 I 1 TYPICAL r— '� \� LINE OF PARTITION BELOW, TYPICAL / A251 Sim A7 TYPICAL r ROVIDE (2) 2 1/2" DIAMETER A402 GROMMETS, COORDINATE LOCATION WITH OWNER, TYPICAL �C1 ENLARGED PLAN - CHECK -IN/ CHECK-OUT l 1 /4" = 1 '-0" 7 5" �- 0 =0 1 11 o • 12 SOUND ABSORBING WALL UNIT FASTENED WITH CLEAT SYSTEM (SAW1) SOLID SURFACE COUNTERTOP' 3'-5" 2 1/2" DIAMETER GROMMETS COORDINATE LOCATIONS WITH OWNER ALIGN •� F8 - ... - - I `r A551 V-6„ II PROVIDE SURFACE MOUNT SUPPORT / F8 BRACKET AT CENTERLINE OF PRIVACY ii 1-6 A551 PANEL ABOVE COUNTER — — — — — OPEN CORNER FOR WIRE MANAGEMENT W INSIDE WALL FLUSH MOUNT COUNTER SURFACE MOUNT SUPPORT BRACKET /IZ SUPPORT BRACKET I I - I ti I I , (V N PRINTER, OFOI -►i PLASTIC LAMINATE PANEL (PL2) ON 5/8" PARTICLE BOARD, PLASTIC LAMINATE GRAIN TO RUN VERTICAL POWER & DATA OUTLETS, SEE ELECTRICAL DRAWINGD PRINTER BASE: 3/4" PLYWOOD TOP, PAINTED TO MATCH ADJACENT WALL ON I RESILIENT BASE (BOTH SIDES) 2X4 WOOD BLOCKING, WRAP WITH I RESILIENT WALL BASE 1/ RESILIENT BASE (ALL SIDES) g ° 1, a; of STIFFCLIP CL ANCHOR @ 16" OC (OR APPROVED EQUAL) A7 TYPICAL SECTION AT CHECK -IN/ CHECK-OUT TRANSACTION COUNTER 1 1/2" = 1'-0" Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com ,�1111111/��� sED A% H , C-31 P�� LEv Q ' 3077`L �r rF OF �11111111% WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall G affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. REVISION SCHEDULE NAME I DATE F E z _� D O- U '- L.L �) Nt V z U O O `� O Z 0� — a--O - C w Co -� -0 = U � U O M O U) Q O 00 _ U M CM Q U Cn 2 _ CI O U 0�o;�M B Q �UU� DATE: 11 /17/2021 PROJECT: 21071 OTHER: DRAWN BY: Author ENLARGED PLANS, ELEVATIONS AND SECTIONS A 1 0j r; A 5 0 7 n 0 Vn 11 19 A402 2 1 2 00 �t 00 O TACK PANEL, TYPICAL UON N I I I CONTINUOUS SLOT AT BACK OF C) COUNTER FOR WIRE N i 2'- 1" UON MANAGEMENT \ a 2" ---COUNTERTOP I �4 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON ALUMINUM SUPPORT CV BRACKET 1 1/2" WIDE END PANEL • INHERE SHOWN ON ELEVATIONS v I H \ 3Ile CONTINUOUS BASE �H1 CDS 901 - SUPPORT BRACKETS - SIT DOWN 3/4" = V-0" 1'- 2" LION SEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS a • �Il CABINET ADJUSTABLE SHELF GZ Z ----- CABINET DOOR Q N PULL N r; --� 3/4" X 2" VALANCE TO MATCH 04 3/4 CABINET UNDERCABINET LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS F1 CDS 301M� 302M, 309M - WALL HUNG CABINET - DOOR 3/4 1 0 F K, 1X HARDWOOD LEDGER, TYr 3/4" HARDWOOD VENEER PLYWOOD SHELF 1X2 HARDWOOD TRIM PROVIDE INTERMEDIATE ROD SUPPORT WHEN TOTAL SPAN EXCEEDS 2'-6" COAT ROD AND FLANGE -t N� I •I .ilt_.. _ 0 (H3) COAT ROD AND SHELF - WOOD EDGE TRIM, TYPE 2 1 1/2" = 1'-0" N i 2'- 0" U O N I 1001 SEE REFLECTED CEILING �- PLAN FOR SOFFIT - LOCATIONS FIXED SHELF ■ COAT ROD in ` -* CABINET DOOR FACE OF WALL E z 0 METAL LOCKER `V PULL • DOUBLE OR SINGLE TIER, SEE ELEVATION fn METAL TRIM N CABINET �I ------------ - °0 2 x 4 WOOD SUPPORTS AND 3/4" ADJUSTABLE r ~ BRACING SHOE SHELF -- - 3/4" CORE FACED WITH D A PLASTIC LAMINATE CONTINUOUS BASE 77 FIXED PANEL ,- CONTINUOUS BASE CCDS 501, 502, 512 - WARDROBE CABINET METAL LOCKER SECTION D 1 3/4" = 1 '-0" D3 1 " = 1 '-0" C EXTEND INTEGRAL BACKSPLASH AND SIDESPLASH TO UNDERSIDE OF WALL CABINET ABOVE WHERE INDICATED ON INTERIOR ELEVATIONS. SINK BASIS -OF -DESIGN: DUPONT CORIAN ACCESSIBLE SINK #5610 2' - 1" U.O.N. __APRON: PLASTIC LAMINATE ON z i 1" 1/2" MARINE -GRADE PLYWOOD v O �� / Z B / • / O 1 ---- - REMOVABLE PIPE SHIELD: T.o -PLASTIC LAMINATE ON 1/2" Z \ MARINE -GRADE PLYWOOD p 1" ALUMINUM ANGLE SUPPORTS FULL -HEIGHT OF PANEL WITH o r KEY -HOLED SLOTS (\ ,\� PROVIDE QUICK RETURN N r r J\ DRAIN; SEE PLUMBING DRAWINGS END PANEL, WHERE INDICATED MAINTAIN REQUIRED ACCESSIBLE 3„ �\KNEE AND TOE CLEARANCES CONTINUOUS BASE A Al CDS 152 -SINK CABINET 3/4 1 0 BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS 2'- 1" UON N COUNTERTOP CABINET DRAWER r ULL z0 ADJUSTABLE SHELF 3 . CABINET DOOR N CABINET r� CONTINUOUS BASE CDS 211, 212 - BASE CABINET A3 i 3/4 11-011 LL LL Q 0 C0 0 5 6 1 7 q- FLOORING SEAM CENTERED UNDER DOOR, TYP DOOR SCHLUTER RENO-RAMP METAL TRANSITION TRIM RESILIENT FLOORING—\ i SEALED CONCRETE 14 H5\, FLOOR TRANSITION - RESILIENT TILE TO SEALED CONCRETE 3" = 1 '-0" FLOORING SEAM CENTERED UNDER DOOR, TYPICAL DOOR RESILIENT SHEET SHIM SCHLUTER SCHIENE METAL TRANSITION TRIM RESILIENT CERAMIC TILE SHEET :c a ,4.: ',.Q' • ad F5 FLOOR TRANSITION - CERAMIC TILE TO RESILIENT SHEET �F5 1'- 1" UON 1'- 0" LION SEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS I CABINET CABINET DOOR /--END PLASTIC LAMINATE SIDE OR r PANEL. FINISH ALL / EXPOSED EDGES, PROVIDE MAGNETIC CATCH AT DOOR _________•� FINISH INSIDE OF OPENINGS • FOR ACCESS TO GLOVE z N BOXES 00 r--- ADJUSTABLE SHELF U i PULL b i TRIPLE VERTICAL WIRE GLOVE `�' � r I •� BOX HOLDER. ATTACH TO BACK OF I N I CABINET DOOR, COORDINATE `�--- I IOLDER LOCATION VERTICALLY \b, N AND HORIZONTALLY SO GLOVES ARE ACCESSIBLE THROUGH DOOR HOLES WHEN DOOR IS CLOSED *3/4" 3/4" X 2" VALANCE TO MATCH CABINET SECTION VIE UNDERCABINET LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS �5)CDS 301 G - WALL CABINET - 3-BOX GLOVE DISPENSER lit= 11-011 BACKSPLASH AND 2'- 1" UON SIDESPLASH WHERE INDICATED ON ELEVATIONS 1" COUNTERTOP ---CABINET DRAWER C� PULL z v -----I 0 o I II i --CABINET II CV I I I I DOOR -MOUNTED PULL OUT ----HARDWARE AND WASTE tL----- ----� CONTAINERS I I CONTINUOUS BASE �5)CDS 904 -BASE CABINET - DRAWER AND DOOR MOUNTED BINS 3/411 = 1 0, 0 SCHLUTER RENO-TK ANODIZED ALUMINUM TRANSITION STRIP, RADIUS TO RESILIENT MATCH FINISH PLAN FLOORING DIMENSIONS CARPET TILE I (' FLOOR TRANSITION - RESILIENT SHEET TO CARPET (RADIUSED) H8) 3" = 1'-0" 1/2" CORE BUILT-UP SOLID SURFACE EDGE �c— A� 2" 3/16" RADIUSED EDGE �8) COUNTER EDGE - SOLID SURFACE EDGE - E1 611 = if-Ofl 1'-9" ar .0If L----------------- I I CABINET DOOR • II EQ J�5 3/81, 5 3/8" J� EQ j FINISH INSIDE OF OPENINGS FOR ACCESS TO GLOVE BOXES I I I — —1 — I O I I I 0 _ -IIII I CV PULL 2" 2"/ 3" ELEVATION VIEW BACKSPLASH AND -SIDESPLASH WHERE 2'- ZUONINDICATED ON ELEVATIONS 2' - COUNTERTOP i ` PULL CABINET DRAWER W N w f z 0 CABINET CV W w •" CONTINUOUS BASE 3 �7)CDS 230, 231 - BASE CABINET - 3 DRAWER 3/411 = 11-011 11 12 ^LASTIC LAMINATE 3/4" CORE 3/16" RADIUSED EDGE ,y 4; :;—EDGE BAND TO MATCH Y PLASTIC ' LAMINATE 6 ie 3/16" RADIUSED EDGE �1)0 00UNTER EDGE - PLASTIC LAMINATE WITH PVC EDGE BAND - E3 6" = 1'-0" 1/2" SOLID SURFACE 1/2" CORE 7k 211 „ R3176„ � I I I 1= INTEGRAL APRON AT LAVATORIES I I 1 I I I I I I I I I I I I I I �—J �)o COUNTER EDGE - SOLID SURFACE - MARINE EDGE - E2 6" = 1'-0" V-1" UON 1' - 0" @SIM 1 11" 2' - 0" MIN @ SIM SEE REFLECTED CEILING } s f LAN FOR SOFFIT LOCATIONS r ---�. ADJUSTABLE SHELF z --� / CABINET DOOR—__------� O .-____-----�10I(--------- = v _ F- O N - PULL. F------------� wow -- I LL L? Q ~ z I Q Z W l PAPER TOWEL (ROLL) - o cn J{ DISPENSER N 000 Oa 0 MOUNTING HEIGHT BASED ON SENSOR OPERATION 3/4" SOLID SURFACE BACKSPLASH _ INTEGRAL WITH LAVATORY OR -COUNTERTOP BELOW- EXTEND TO UNDERSIDE OF CABINET WHERE INDICATED SECTION VIEW ELEVATION VIEW D9 CDS 301MP - PAPER TOWEL DISPENSER CABINET 1 " = 1'-0" CONTINUOUS SLOT AT BACK OF 2' - 1" UON COUNTER FOR WIRE ,, MANAGEMENT 10 2" �� COUNTERTOP N � r 2" 1 1/2" X 1 1/2" ALUMINUM CUPPORT ANGLE AT END z PANELS, 32" OC LION 0 ALUMINUM SUPPORT o BRACKET N 1 1/2" WIDE END PANEL • WHERE SHOWN ON ELEVATIONS ,, l. \ 3" CONTINUOUS BASE i1 CDS 901 - SUPPORT BRACKETS - COUNTER HEIGHT �A9- / 3/4" = 1'-0" BACKSPLASH AND 2'- 1" LION SIDESPLASH WHERE INDICATED ON ELEVATIONS 10 COUNTERTOP 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END z PANELS, 32" OC UON O= ALUMINUM SUPPORT o_ BRACKET CV 1 1/2" WIDE END PANEL WHERE SHOWN ON ELEVATIONS CONTINUOUS BASE 3" A101 CDS 901-- SUPPORT BRACKETS AND END PANEL - COUNTER HEIGHT 3/4 1 0 Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com G`SED q/q�y�� �� H 0LEvFs o 30772 l rE OF n i l►%���� WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall G affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. REVISION SCHEDULE NAME I DATE F E U z �_ D O- I— U '— � M� W z U_ o O �- U `~ O U) >- (1) z — .. C w (� .� -0 = U o o O cn 0 Q O 00 _ U 2 M cvi Q U �e -0 - a)U) 4-j _ Co O U � c r r DATE: 11 /17/2021 PROJECT: 21071 OTHER: DRAWN BY: Author INTERIOR DETAILS n 5 6 7 1 8 9 1 1n A551 cY) N N r r N C) N cY) N N G- F E C �'n 1 I 2 3 4 5 10" 6" 2" 2" 2„ 2„ 2„ 2'- 8„ Cj IN LOUVER, SEE SCHEDULE - COMMENTS "' FOR SIZE. in Cn i co ti N D1 D3 D8 D10 F1 F4 F12 DOOR TYPE GENERAL NOTES: 1. FOR HOLLOW METAL AND WOOD DOORS, STILES AND TOP RAIL TO BE 6" 2. FOR ALUMINUM DOORS (WIDE STILE), STILES AND TOP RAIL TO BE 5" 3. FOR ALUMINUM DOORS (MEDIUM STILE), STILES AND TOP RAIL TO BE 3-1/2" 4. ALL DOORS TO HAVE 10" BOTTOM RAIL PER ICC/ANSI Al17.1-2003, 404.2.9 5. THE BOTTOM EDGE OF VISION LITES TO BE S-6" AFF PER ICC/ANSI A117.1-2003, 404.2.10 UNLESS OTHERWISE NOTED. DOOR TYPES H 1 1 /4" - 1'-0" GLASS TYPES LEGEND ABBREV. GLASS - MONOLITHIC " G GLASS TG TEMPERED GLASS NG SPANDREL GLASS AG TRANSLUCENT GLASS TAG TEMPERED TRANSLUCENT GLASS WG WIRED GLASS LAMINATED LG LAMINATED GLASS LAG LAMINATED TRANSLUCENT GLASS LG-C1 LAMINATED GLASS COLOR 1 INSULATING IG INSULATING GLASS ITG INSULATING TEMPERED GLASS IAG INSULATING TRANSLUCENT GLASS ITAG INSULATING TEMPERED TRANSLUCENT GLASS ILG INSULATING LAMINATED GLASS ING INSULATING SPANDREL GLASS ITNG INSULATING TEMPERED SPANDREL GLASS R REFER TO INTERIOR ELEVATIONS FOR GLAZING TYPES (MULTIPLE TYPES PER FRAME) REFER TO SPECIFICATION SECTION 088000'GLAZING' FOR ADDITIONAL INFORMATION E1 GLAZING TYPES 1/8 11-011 2„ 4" UON TYP AT WALL RETURN p i �I V) w � r ,a WALL CONSTRUCTION, PROVIDE BLOCKING AS REQUIRED HOLLOW METAL FRAME DOOR D1 2" HM WRAPPED DOOR JAMB - STOPLESS FRAME 3" = 1'-0" VARIES WALL CONSTRUCTION PROVIDE BLOCKING AS REQUIRED HOLLOW METAL FRAME N 00 'n- • DOOR 115/16" 115/16" B1 2" HM WRAPPED DOOR HEAD 3 11-011 VARIES WALL CONSTRUCTION PROVIDE BLOCKING AS 1/2" 1/2" REQUIRED AIN HOLLOW METAL FRAME o- REMOVABLE STOP ON 111 SECURE SIDE OF FRAME 1 15/16' EQ EQ 1 15/16" GLAZING SET IN ACOUSTICAL SEALANT 2" HM WRAPPED LITE HEAD/ JAMB/ SILL CAl 3" = 1 '-0" FRAME TYPE GENERAL NOTES: 1. FOR ALUMINUM FRAMES, 1-3/4" WIDTH TYPICAL FRAME TYPES �H4\ 1 /4" = 1'-0" F BORROWED LITE SCHEDULE DOOR ROOM FIRE FRAME NUMBER NUMBER ROOM NAME RATING ELEV MATERIAL HEAD JAMB GLAZING BL102 101 WAITING - F12 HM AVA601 AVA601 TG BL 101A 1101 WAITING - F12 HM AVA601 AVA601 TG BL 1016 1101 WAITING - F12 HM AVA601 AVA601 TG BL 102A 1101 WAITING - F12 HM AVA601 AVA601 TG BL 102B j 102 CHECK -IN - F12 HM AVA601 AVA601 TG BL 103 1101 WAITING - F12 HM AVA601 AVA601 TG BL 103A 103 CHECK -IN F12 _ HM AVA601 AVA601 TG BL 103B 103 - F12 HM Al/A601 AVA601 TG BL 402 402 -CHECK-IN CHECK -IN/ OUT - F12 HM A1fA601 AVA601 TG BL 402A 402 CHECK -IN/ OUT' - F12 HM AVA601 AVA601 TG >9 SF_ / /-<9 SF 24" / Ilk co °° co>36" � r 0 / m SURF p,CE ' io Cl) 00 A - <36" v 1E03E3 SAFETY GLAZING /4 1'-011 VARIES WALL CONSTRUCTION PROVIDE BLOCKING AS REQUIRED 1 /2"- - - -HOLLOW METAL FRAME N • DOOR 2" HM WRAPPED DOOR HEAD - STOPLESS FRAME 5/8' 2" 4" LION TYP AT WALL RETURN co f uj co L.N WALL CONSTRUCTION PROVIDE BLOCKING AS REQUIRED I IOLLOW METAL FRAME DOOR B3 2" HM WRAPPED DOOR JAMB 3 1 101 5/8" 2" 5/8" W) -�k- LO w Cwi HOLLOW METAL FRAME DOOR w J�j- io - ♦ ifl LO `- - REMOVABLE STOP ON SECURE SIDE OF FRAME GLP711,Ir. CC` IN 6r'01ICTIr`41 SEALANT A3� 2" HM WRAPPED LITE/ DOOR MULLION 1-1 SAFETY GLAZING REQUIRED LlSTANDARD GLAZING PERMITTED 6 7 8 9 10 11 12 1 DOOR AND FRAME SCHEDULE DOOR I ROOM FIRE FRAME DOOR HARDWARE DOOR NUMBER NUMBER ROOM NAME RATING ELEV MATERIAL HEAD JAMB GLAZING TYPE MATERIAL WIDTH HEIGHT GLAZING GROUP REMARKS NUMBER 405 405 BLOOD DRAW - F1 HM B1/A601 B3/A601 - 01 '' VVD 3'- 8" 7' - 0" - 1.0 NOTE #1 405 406 406 BLOOD DRAW - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 1.0 NOTE #1 406 407 407 BLOOD DRAW - F1 _ HM B1/A601 B3/A601 - D1 WD T- 8" 7'- 0" - 1.0 NOTE #1 407 BLOOD DRAW: 3 114A 114 CONFERENCE (18) ;- F4 HM Al, B1/A601 Al, A3, B3/A601 TG D10 W� 3' - 8" T - 0" TG 1.0 114A CONFERENCE:1 - 231 231 BEH. HEALTH /CONSULT - F1 HM B1/A601 B3/A601 - D1 WD T- 8" 1 7' - 0" - 1.0 NOTE #1 231 239 239 ! BEH. HEALTH /CONSULT - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 1 T- 0" - 1.0 NOTE #1 239 CONSULT: 2 COORDINATION DOOR REMARKS NOTES NUMBER BL102 BL 101A BL 101 B BL 102A BL 102B BL 103 BL 103A ! BL 103B BL 402 BL 402A ABBREVIATIONS LEGEND ABBREV. DEFINITION ABBREV. DEFINITION AL ALUMINUM FL FIXED LEAF AO AUTOMATIC DOOR OPERATOR HM HOLLOW METAL AS ACOUSTIC SEALS I HO HOLD OPEN BL BORROWED LIGHT I ISF INTERIOR STORE FRONT CL CLOSER _ LA - LOCAL ALARM CR CARD READER PT POWER TRANSFER ECW EXTERIOR CURTAIN WALL I RM REMOVABLE MULLION EL ELECTRONIC LOCK SF STOPLESS FRAME' EO EXIT ONLY UC UNDERCUT DOOR 1 1/2" ESF EXTERIOR STORE FRONT WD WOOD DOOR & FRAME ABBREVIATIONS A4� \ 11-011 110 110 VITALS /NURSE VISIT - F1 HM B1/A601 B3/A601 - D1 WD T- 8" 7'- 0" - 1.0 NOTE #1 110 201 201 ',SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 1.0 NOTE #1 201 202 202 SPECIALTY EXAM F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 1.0 NOTE #1 202 203 203 TYP. EXAM TYPE 2 - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 1.0 NOTE #1 203 204 204 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3'- 8" 7' - 0" - 1.0 NOTE #1 204 205 205 EXAM - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 1.0 NOTE #1 205 206 206 EXAM - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 1.0 NOTE #1 206 207 207 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" T- 0" - 1.0 NOTE #1 207 208 208 ECHO (CARDIO) - F1 HM B1/A601 B3/A601 - D1 WD T- 8" 7' - 0" - 1.0 NOTE #1 208 209 209 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" T- 0" - 1.0 NOTE #1 209 210 210 SPECIALTY EXAM F1 HM B1/A601 B3/A601 - D1 WD 3'- 8" 7'- 0" - 1.0 NOTE #1 210 211 211 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3'- 8" 7'- 0" - 1.0 NOTE #1 211 212 212 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7'- 0" - 1.0 NOTE #1 212 213 213 EXAM !- F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 1.0 NOTE #1 213 214 214 EXAM - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 1.0 NOTE #1 214 215 215 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 1.0 NOTE #1 215 216 216 VITALS / NURSE VISIT - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" T - 0" - 1.0 NOTE #1 216 217 217 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 1.0 NOTE #1 217 218 218 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T - 0" - 1.0 NOTE #1 218 219 219 TYP. EXAM TYPE 1 - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 1.0 NOTE #1 219 220 220 EXAM - F1 HM B1/A601 B3/A601 - D1 WD T- 8" 7'- 0" - 1.0 NOTE #1 220 221 221 EXAM - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 1.0 NOTE #1 221 222 222 EXAM F1 HM B1/A601 B3/A601 - D1 WD 3- - 8" T - 0" - 1.0 NOTE #1 222 225 225 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" T- 0" - 1.0 NOTE #1 225 226 226 SPECIALTY EXAM F1 HM B1/A601 B3/A601 - D1 WD T- 8" T - 0" - 1.0 NOTE #1 226 227 227 EXAM - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 1.0 NOTE #1 227 228 228 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3'- 8" T - 0" - 1.0 NOTE #1 228 229 229 EXAM - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 1.0 NOTE #1 229 230 230 EXAM - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T - 0" - 1.0 NOTE #1 230 233 233 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 1.0 NOTE #1 233 234 234 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD T- 8" 7'- 0" - 1.0 NOTE #1 234 235 235 EXAM - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 1.0 NOTE #1 235 236 236 EXAM F1 HM B1/A601 B3/A601 - D1 WD T- 8" 7'- 0" - 1.0 NOTE #1 236 237 237 EXAM - F1 HM B1/A601 B3/A601 - D1 WD T- 8" 7'- 0" - 1.0 NOTE #1 237 238 238 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3'- 8" 7'- 0" - 1.0 NOTE #1 238 EXAM ROOM: 306 35 306 EQUIP. - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 2.0 306 310 310 CLEAN - F1 HM B1/A601 B3/A601 - D1 WD T- 0" T - 0" - 2.0 310 316 316 MED - F1 HM B1/A601 B3/A601 - D1 WD 3'- 0" 7' - 0" - 2.0 316 318 318 SOILED F1 HM B1/A601 B3/A601 - D1 WD 3' - 0" 7'- 0" - 2.0 318 322 322 EQUIP. - F1 HM B1/A601 B3/A601 - D1 WD 3- - 8" 7'- 0" - 2.0 322 409 409 SOILED - F1 HM B1/A601 B3/A601 - D1 WD T- 0" 7'- 0" - 2.0 409 411 411 CLEAN /EQUIP - F1 HM B1/A601 B3/A601 - D1 WD T- 0" T- 0" - 2.0 411 CLINICAL SUPPORT: 7 115 115 CONF. STOR - F1 HM B1/A601 B3/A601 - D1 WD T- 8" 7'- 0" - 2.0 115 303 303 BUILDING STORAGE - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 2.0 303 304 304 BLDG. STORAGE - F1 HM B1/A601 B3/A601 - D1 WD 3'- 8" 7'- 0" - 2.0 304 321 321 BLDG. STORAGE F1 HM B1/A601 B3/A601 - D1 WD 3'- 8" 7'- 0" - 2.0 321 326A 326A ICLOSET - F1 HM B1/A601 B3/A601 - D1 WD 2'- 0" 1 7' - 0" - 2.0 326A STORAGE:5 223 223 MGR. OFFICE (2) - F4 HM Al, B1/A601 Al A3, B3/A601 TG D1 WD 3' - 0" T- 0" - 3.0 NOTE #1 223 224 224 SCHED. OFFICE (2) - F4 HM Al, B1/A601 Al, A3, B3/A601 TG D1 WD T- 0" T - 0" - 3.0 NOTE #1 224 232 232 SHARED OFFICE (2) - F4 HM Al, B1/A601 Al, A3, B3/A601 TG D1 WD 3' - 0" 7' - 0" - 3.0 NOTE #1 232 301 301 ADMIN. OFFICE (2) - F4 HM Al, B1/A601 Al, A3, B3/A601 TG D1 WD T- 0" 7'- 0" - 3.0 NOTE #1 301 302 302 REVENUE OFFICE (2) - F4 HM A1, B1/A601 Al, A3, B3/A601 TG D1 WD 3'- 0" 7'- 0" - 3.0 NOTE #1 302 305 305 PROVIDER OFFICE (2) - F4 HM Al, B1/A601 Al, A3, B3/A601 TG D1 WD 3'- 0" 7'- 0" - 3.0 NOTE #1 305 308 308 NURSING - F1 HM B1/A601 B3/A601 - D1 WD 3'- 0" 7'- 0" - 3.0 308 308A 308 NURSING - F1 HM B1/A601 B3/A601 - D1 WD T- 0" 7'- 0" - 3.0 308A 311 311 PROVIDER OFFICE (2) - F4 HM Al, B1/A601 Al, A3, B3/A601 TG D1 WD T- 0" T- 0" - 3.0 NOTE #1 311 312 312 NURSING - F1 HM B1/A601 B3/A601 - D1 WD 3'- 0" 7- - 0" - 3.0 312 317 317 PROVIDER OFFICE (2) - F4 HM Al, B1/A601 Al, A3, B3/A601 TG D1 WD T- 0" T- 0" - 3.0 NOTE #1 317 319 319 PROVIDER OFFICE (2) - F4 HM Al, B1/A601 Al, A3, B3/A601 TG D1 WD 3'- 0" T - 0" - 3.0 NOTE #1 319 320 320 NURSING - F1 HM B1/A601 B3/A601 - D1 WD 3'- 0" T- 0" - 3.0 320 320A 320 NURSING - F1 HM B1/A601 B3/A601 - D1 WD 3'- 0" T - 0" - 3.0 320A 326 326 PROVIDER OFFICE (2) - F4 HM Al, B1/A601 Al, A3, B3/A601 TG D1 WD T- 0" T- 0" - 3.0 NOTE #1 326 402 402 CHECK -IN/ OUT - F1 HM B1/A601 B3/A601 - D3 WD T- 0" T - 0" TG 3.0 402 OFFICE: 16 105 105 COPY /SUPPLY - F1 HM B1/A601 B3/A601 - D3 WD T- 0" T - 0" TG 3.0 105 106 106 COPY /SUPPLY - F1 HM B1/A601 B3/A601 - D3 WD T- 0" 7'- 0" TG 3.0 106 404 403 OUTPATIENT LAB - F1 HM B1/A601 B3/A601 - D1 WD T- 8" T- 0" - 3.0 404 WORK ROOM: 3 107T 107T PUBLIC TLT - F1 HM D1/A601 D3/A601 - D1 WD T- 8" 7' - 0" - 4.0 UC, NOTE #1 107T 108T 108T PATIENT TLT F1 HM DVA601 D3/A601 - D1 WD T- 8" T- 0" - 4.0 UC, NOTE #1 108T 109T 109T TYPICAL PATIENT TLT - F1 HM D1/A601 D3/A601 - D1 WD T- 8" 7'- 0" - 4.0 UC, NOTE #1 109T 111T 111T PUBLIC TLT - F1 HM DVA601 D3/A601 - D1 WD 3'- 8" T - 0" - 4.0 UC, NOTE #1 111T 112T 112T PATIENT TLT F1 HM D1/A601 D3/A601 - D1 WD 3'- 8" 7' - 0" - 4.0 UC, NOTE #1 112T 113T 113T PATIENT TLT - F1 HM DVA601 D3/A601 - D1 WD 3'- 8" T- 0" - 4.0 UC, NOTE #1 113T 324T I 324T SPECIMEN TLT F1 HM D1/A601 D3/A601 - D1 WD 3' - 8" 7' - 0" - 4.0 UC, NOTE #1 324T 401T I 401T IPATIENT TLT - F1 I HM I DVA601 I D3/A601 I - D1 WD 1 T- 8" 1 T- 0" 1 4.0 UC, NOTE #1 401T PATIENT TOILET: 8 309 309 STAFF SHOWER F1 HM B1/A601 B3/A601 - D1 WD T- 0" 7'- 0" - 5.0 UC, NOTE #1 309 323T 323T STAFF TLT - F1 HM B1/A601 B3/A601 - D1 WD 3'_ 0" T- 0" - 5.0 UC, NOTE #1 323T 410T 410T STAFF TLT - F1 HM B1/A601 B3/A601 - D1 WD 3'- 0" 7' - 0" - 5.0 UC, NOTE #1 410T STAFF TOILET: 3 200 200A PRIMARY CARE F4 HM Al, B1/A601 Al, A3, B3/A601 TG D10 WD T- 0" 7'- 0" TG 6.0 200 300 300 STAFF/ ADMIN CORRIDOR F1 HM B1/A601 B3/A601 - D3 WD T- 8" 7'- 0" TG 6.0 300 300A 300 STAFF/ ADMIN CORRIDOR - F4 HM Al, B1/A601 Al, A3, B3/A601 TG D1 WD 3'- 0" T- 0" - 6.0 300A 300B 300 STAFF/ ADMIN CORRIDOR F4 HM Al, B1/A601 Al, A3, B3/A601 TG D1 WD 3'- 0" T - 0" - 6.0 300B 300C 300 STAFF/ ADMIN CORRIDOR - F4 HM Al, B1/A601 Al, A3, B3/A601 TG D1 WD T- 0" T- 0" - 6.0 300C 300D 300 STAFF/ ADMIN CORRIDOR - F4 HM Al, B1/A601 Al, A3, B3/A601 TG D1 WD 3' - 0" T- 0" - 6.0 300D 300E 300 STAFF/ ADMIN CORRIDOR - F4 HM Al, B1/A601 Al, A3, B3/A601 TG D1 WD 3'- 0" T- 0" - 6.0 300E 403 403 OUTPATIENT LAB - F1 HM B1/A601 B3/A601 - D10 WD T- 8" 7' - 0" TG 6.0 403 CLINICAL CORRIDOR: 8 307 �STAF BREAK F14110 4110 STAFF BREAK F1 I HM B1/A601 B3/A601 D1 M Bl/A601 B3/A601 D1 WD 3' - 0" 7' - 0" - 6.1 307 I I I' I - I � 3'-0" 1 7'- 0" 6.1 410 STAFF BREAK: 2 313 313 DATA - F1 HM Bl A601 B3/A601 - D8 WD T- 0" T- 0" - 7.0 313 315 315 MECHANICAL - F1 HM B1/A601 B3/A601 - D1 WD T- 8" 7' - 0" - 7.0 315 315A 315A ELEC - F1 HM B1/A601 B3/A601 - D1 WD 3'- 0" T- 0" - 7.0 315A 325 325 EVS F1 HM B1/A601 B3/A601 - D1 WD 3'- 0" T- 0" - 7.0 325 408 408 EVS - F1 HM B1/A601 B3/A601 - D1 WD S - 0" T- 0" - 7.0 408 100 100 VESTIBULE F1 AL - D10-PR AL T- 0" 7'- 0" ITG 1 8.0 1 100 400 400 VESTIBULE - F1 AL - D10-PR AL T- 0" 7- 0" ITG 8.0 400 EXTERIOR ENTRANCE: 2 100A 1 100 IVESTIBULE - F1 AL B1/A601 B3/A601 - D10-PR AL 3'- 0" 7' - 0" TG 9.0 100A 400A 400 VESTIBULE - F1 AL 61/A601 63/A601 - D10-PR AL 3' - 0" 7' - 0" TG 9.0 400A VESTIBULE: 2 30OF 300 STAFF/ ADMIN CORRIDOR - AL - D10 AL T- 8" 7'- 2" ITG 10.0 30OF 30OG 300 STAFF/ ADMIN CORRIDOR - AL - D10 AL 3'- 8" T- 2" ITG 10.0 30OG 300H 300 STAFF/ ADMIN CORRIDOR - AL - D10 AL 3'- 8" 7'- 2" ITG 10.0 300H EXTERIOR EXIT: 3 101 101 WAITING - F4 HM Al, B1/A601 Al, A3, B3/A601 TO D10 WD T- 8" 1 7'- 0" TG 11.0 101 101 B 101 WAITING F4 HM Al, B1 /A601 Al, A3, B3/A601 - D10 WD T- 8" 7'- 0" TG 11.0 101 B 101C 101 WAITING - F4 HM Al, B1/A601 Al, A3, B3/A601 TG D10 WD 3'- 8" T- 0" TG 11.0 101C 101 D 101 WAITING - F4 HM Al, B1/A601 Al, A3, B3/A601 TG D10 WD T- 8" 7'- 0" TG 11.0 101 D 401 401 OUTPATIENT LAB WAITING (8) - F4 HM Al, B1/A601 Al, A3, B3/A601 TG D10 WD T- 8" T- 0" TG 11.0 401 PUBLIC CORRIDOR: 5 101A 1 101 jwArnNG - F1 I HM I B1/A601 I B3/A601 - D10 I WD 1 T- 8" 1 T- 0" 1 TG__T 11.1 101A SUITE SEPARATION: 1 102 102 CHECK -IN - F1 HM B1/A601 B3/A601 - D1 WD 3'-8" 7'- 0" - 12.0 102 103 103 CHECK -IN F1 HM B1/A601 B3/A601 - D1 WD 3'- 8" 7' - 0" - 12.0 103 114 114 CONFERENCE (18) - F4 HM Al, B1/A601 Al, A3, B3/A601 TG D10 WD 3'- 8" 7' - 0" TG 12.0 114 240 240 POINT -OF -CARE WORK - F1 HM B1/A601 B3/A601 - D1 WD T- 8" 7' - 0" - 12.0 240 SECUKE: 4 DOOR SCHEDULE NOTES: 1. PROVIDE (1) COAT HOOK AT 60" AFF AND (1) COAT HOOK AT 48" AFF ON BACK OF DOOR ADD-01 12/22/21 Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7000 www.holt.com ,,`SD ARCC��, H �G Pia LEVE =QJ�¢ sv �'J► �J► :z1 �A 3077`Z J_ jE OF WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and G the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. REVISION SCHEDULE NAME DATE ADD-01 12/22/21 F E U J z D O V) 1I z U o O U V J O � Z ��--+ W C ,L C = U o O cn W � Q o U M L.I.J U C (0 O O cy-) B Q z> ca r DATE: 11 /17/2021 PROJECT: 21071 OTHER: DRAWN BY: RJW DOOR SCHEDULE A A601 1 1 9 A 5 6 7 ' 8 1 9 1 1n I 11 12 c� 0 O L6 r N O N \ r r G F E X C B W 1 2 0 5 lei N PROVIDER PROVIDER ADMIN. OFFICE (2) /" ( OFFICE (2) LOCATE 6X6 COLUMN NEAR OFFICE (2) _ �� 40 311 li INSIDE FACE EXTERIOR / USABLE _ WALL "f0 MAXIMIZE USA 12 12 EVS r ,. } _!' SPACE IN THE OFFICE. BUILDING .� NO u ELEC �.! -- - I � 25 9 � i TYPICAL 2 TYPICAL 2 STORAGE �� STAFF PROVIDER 12 303 � 12 7 BREAK STAFF 6 b• BLDG. ❑_-__ PROVIDER PROVIDER °r _., -- - {,.,F. � OFFICE (2) 12 -- � TYPICAL 2 TYPICAL 2 307 SHOWER - TYPICAL 2 MECHANICAL STORAGE 326 - 6 DATA OFFICE (2) OFFICE (2) 32 ;TAFFY TLT TYPICAL 2 319 } CC TLT °9 12 324T 23 24 9 _ I .. AR _i�i 1-� �i + FZR MED !I LOCATE 6x6 COLUMNS NE REVENUE U U_ ❑ u SOILED - ❑ � u ❑ ❑ % -M THE INSIDE FACE OF 2X6 f - I OFFICE (2) _' BLDG.I 4 ._.._._.__ . ... ti _.. ( r 316 318 ;1 .--- --'�J° L.._ _..,� EXTERIOR WALL TO MAINTAIN EQUIP. 12 NURSING 12 12 EQUIP. 306 ❑TYPICAL 4 308 CLEAN � TYPICAL 2 O TYPICAL 4 NURSING 322 TOILET ROOM CLEARANCES. 302 - STORAGE 7 NURSING 304 p 310 6 - 6 7 23 7 6 ,.. 320 - ' 12 ❑ TYPICAL 2 ❑ - 13 ��- L777L_ �I° d� SPECIALTY I ; I SPECIALTY 41 ❑i — EX M `i'-} EXAM � _. �U 23 I CLEAN SPECIALTY SPECIALTY SPECIALTY SPECIALTY SPECIALTY 40 7 6 7 IE U P EXAM SPECIALTY Q 1 EXAM EXAM EXAM S I EXAM — • 1 STAFF l 411 233 _����� 234 225���- 226 EXAM �' 218 ,BREAKT❑ 217 . y �P CIAL�fti �;, A - — PECIAL F EXAM �r - EXAM a. 8 _ I 14 AFF EVS T EXAM - i T EXAM EXAM TYP. EX' 1. w,,,q.,. EXAM AM 220D A 10 204 10T 408 J 235 - E EXAM E T E 1 M TYPE 2 - - 236 227`- -228 219 - 2122 0.. SOILED - n 2 203 35- 6 9 6 7 -- —_ n n, — T onr,. n uu �.. ,wv 4 7 r 0 _ �- 3 -EXAM EXAM I — — EXAM M EXAM i 19 7 I� J� - I 222 213 214 20 - � EXAM EXAM �M 2 BLOOD BLOOD 237 nv� EXAM 229uu w 230 AM . n w ,,gin,- 1' DRAW DRAW - - /� 37 238 � Lill v C 3L_1L 406 407- C : : ., �. ---� �_ � � ® ••,, `1�.-...-_.__.. _ ;,_' L SPECIALTY 2 MG R. _.. C� k i F ECHO D17 2 2 EXAM -ai SPECIALTY (CARDIO) OFFICE 2 7 I L 27 - ,�I o POINT -OF (17 "n 32 O 32 215 EXAM (:�� - J I 208 �1 TYPICAL 3 BLOOD 28 NVU 7 -CARE 28 223 ti 00� DRAW O BEH. 6 WORK ❑ BEH. SHARED SCHED.,- VITALS / ,,,,�_ 16 LAB EALTH I EALTH OFFICE (2 OFFICE 2 P� ~- NURSE-,.. 7 WORKROOM 1CONSULT _ - - 7CONSULT 232 2 2 32 224 `) 2 2 �= i- VISIT 26���llll 404 - - 239 7 231 7 — 9 216l �. 18 6 COPY /COPY SPECIALTY 18 / PPL /SUPPLY i CARE -' LOCATE 6x6 COLUMNS NEAR _ry j j 7 16 7 l 25 SU 05 Y 106 25 �1 200 THE INSIDE FACE OF 2X6 U29 ®� �® 29 PUBLIC PATIENT PATIENT - C 20 39 VITALS \ 9 6 PATIENT PUBLIC EXTERIOR WALL TO AVOID ❑ ❑ +.. 1 O 0O CONFLICT WITH THE WINDOW _l /NURSE TLT, TLT I _1/ _. TLT TLT TLT , 30 \ PArLT T r CHECK -Ili VISIT 7 6 42 �► N -: �" --- -- 35 39 39 35 111T.. 112T 113T CONF. f 10�T 107T =_-�--� � 0 i CHECK4N -- OUT + HECK -OUT s mrn STOR Fol FET a h 402 2 38 102 ®� (0 31 I ❑ ❑ I 39 ' ❑ ❑ ❑ Nl 39 39 12 TYPICAL 4 33 TYPICAL 2 ❑❑❑ 14 12 TYPICAL 4 CHECK -IN ❑ �® 12 O O 103 O ❑ 43 PTYPICALATIENT El E �_ . r—� __ 10 �f, -_ ❑ ❑ ❑ (0 C 0 15 I El E 109� [111 39 39 39 S,; E El TLT 26 . E .. ._...... 1 i OUTPATIENT E El 17� ❑ ❑❑ ` Ll❑ ❑ ❑ ❑ . LAB WAITING SPECIALTY CARE I WAITING (8) 101 WAITING (24) CCnIFE tENCE 401 r 18 . 34 34 11) PRIMARY WAITING ( 5)E❑❑❑ - 21 22❑����� Q - _ VESTIBULE ❑ ❑��� _ - - -- _ _ - - - - - -- _ � -:-_ -_-_ - _ _ _::_— -- ❑ LIL❑ _--- _ VESTIBULELIT / �� LOCATE 6x6 CO UMNS NEAR THE INSIDE LOCATE 6x6 COLUMNS NEAR THE INSIDE FACE OF 2X6 EXTERIOR WALL AND FACE OF 2X6 EXTERIOR WALL AND SHIFT DOOR SLIGHTLY. MAKE STOREFRONT SMALLER ON EACH SIDE OF DOOR. D D D E ((711Li �� FIRST FLOOR FURNITURE AND EQUIPMENT PLAN ��-) 1 /8" = 1'-0" 1 1 2 13 0 C:1 7 7 PROJECT NORTH N 0' 1' 2' 4' 8' 9 10 11 12 FURNITURE/ EQUIPMENT KEY 0 EXAM TABLE, OFOI 20 GUEST CHAIR FOR PATIENT OF SIZE, OFOI 0 GUEST CHAIR FOR PATIENT, OFOI (4� MOBILE LAPTOP DESK, OFOI OPHYSICIAN STOOL, OFOI Architecture 6 / PAPER -TOWEL DISPENSER, OFCI Planning Interior Design OSOAP DISPENSER, OFCI 619 West State Street � Ithaca, New York 14850 8 / WALL OTOSCOPE/OPTHALMOSCOPE, OFOI `-' 132 E. Jefferson Street 9 / HAND-SANITIZER DISPENSER, OFCI Syracuse, New York 13202 10 SHARPS CONTAINER, OFOI p 607 273 7600 www.holt.com 11 WALL MONITOR, OFOI , ,%�� SED ARCy ��� H 12 COMPUTER WORKSTATION, TASK CHAIR, TELEPHONE, AND PEDESTAL FILE, OFOI `�� �G� �0� LE�Fs 13 DESKTOP PRINTER/ COPIER, OFOI 14 TOILET PAPER DISPENSER, OFCI 15 TOILET SEAT COVER DISPENSER, OFCI l OF 16 GLOVE BOX DISPENSER, OFOI 11111111�,,` 17 COMPUTER WORKSTATION, OFOI WARNING: It is a violation of New 18 York State Law for any person, UNDERCOUNTER REFRIGERATOR, OFOI unless acting under the direction of a licensed Architect, to alter this 19 BLOOD DRAW PATIENT CHAIR, OFOI document in any way. If a document bearing the seal of an Architect is 20 GUEST CHAIR, OFOI altered, the altering Architect shall affix to such document his seal and G the notation "altered by" followed by 21 GUEST CHAIR FOR PATIENT OF SIZE, OFOI his signature, the date of such alteration, and a specific description 22 SIDE TABLE, OFOI of the alteration. 23 FULL SIZE REFRIGERATOR, OFOI REVISION SCHEDULE 24 FULL SIZE FREEZER, OFOI NAME DATE — 25 SCALE, OFOI 26 WHEELCHAIR, OFOI 27 CRASH CART, OFOI 28 SMALL CONFERENCE TABLE (36X72) AND (4) CHAIRS, OFOI 29 FLOOR PRINTER/ COPIER, OFOI F 30 MEDIA CONSOLE, OFOI 31 (6) MOBILE TRAINING TABLES, OFOI 32 SYSTEMS FURNITURE - SHARED OFFICE, OFOI 33 (18) CONFERENCE ROOM CHAIRS, OFOI 34 CHECK -IN KIOSK 35 TRASH CONTAINER IN CABINET, OFOI 36 MIRROR 37 COAT HOOKS (2) E 38 ADA GRAB BARS 39 CREDIT CARD SCANNER, INSURANCE SCANNER, SIGNATURE PAD, OFOI 40 COUNTER MICROWAVE OFOI 41 COFEE MAKER, OFOI 42 BABY -CHANGING STATION, OFCI 43 COAT HOOKS (5) U 11 12 z C: D O- '— U Ur^) VJ Nq- z U o O NI.— `Y' 0 cn a) z W � C = U o O cn0 _C: O Q U m M Q U cy � -0 -0 ^` �/ V) C:5A-0 W _ G CC5 O CY)� O cy) B Q DATE: 11 /17/2021 PROJECT: 21071 OTHER: DRAWN BY: EKT FIRST FLOOR FURNITURE AND EQUIPMENT A PLAN (NIC) A900 HOLT Architects, P.C. Architects, Planners, and Interior Designers 619 West State Street, Ithaca, New York 14850 132 E. Jefferson Street, Syracuse, New York 13202 Tel 607.273.7600 www.holt.com PROJECT INFORMATION DATE: HOLT JOB NUMBER: CONSTRUCTION CLASSIFICATION: SPRINKLER PROTECTION: BUILDING USE CLASSIFICATION: TOTAL AREA OF PROJECT (SF): Cayuga Medical Associates Cortland Medical Office Building 1113 Route 13, Cortland, NY 13045 Co r t l a n d M e d i c a l O f f i c e B u i l d i n g Ca y u g a M e d i c a l A s s o c i a t e s MARCHUSKA BROTHERS CONSTRUCTION, LLC 11/17/2021 21071 TYPE VB (BCNYS) , TYPE V 000 (NFPA) FULLY SPRINKLERED B -BUSINESS (BCNYS) CH 38 BUSINESS (NFPA) 21,100 G001 PROJECT LOCATION PLAN LIST OF ALTERNATES 1. ALTERNATE A1 -EXTERIOR RAIN SCREEN CLADDING BASIS-OF-DESIGN: ENGINEERED STONE PANELS (ESP-1, ESP-2) AS SHOWN ON THE DRAWINGS ALTERNATE: FIBER CEMENT PANELS (FCP-1, FCP-2) AS SHOWN ON THE DRAWINGS DRAWING LIST GENERAL G130 CODE CONFORMANCE PLAN CIVIL C-1.0 DEMOLITION PLAN C-2.0 SITE PLAN (PHASE 1) C-2.1 SITE PLAN (PHASE 2) C-3.0 GRADING, DRAINAGE & EROSION CONTROL PLAN C-4.0 UTILITY PLAN C-5.0 LIGHTING & LANDSCAPING PLAN C-6.0 DETAIL SHEET 1 C-6.1 DETAIL SHEET 2 C-6.2 DETAIL SHEET 3 C-6.3 DETAIL SHEET 4 C-7.0 TRUCK TURN PLAN C-8.0 DRIVEWAY PLAN C-8.1 DRIVEWAY DETAILS 1 C-8.2 DRIVEWAY DETAILS 2 STRUCTURAL S001 GENERAL NOTES S002 GENERAL NOTES S003 SPECIAL INSPECTIONS S100 FOUNDATION PLAN S101 SLAB PLAN S102 FIRST FLOOR FRAMING PLAN S103 ROOF FRAMING PLAN S104 JOIST LOADING PLAN S200 SECTIONS S500 STRUCTURAL DETAILS S501 STRUCTURAL DETAILS S502 STRUCTURAL DETAILS ARCHITECTURAL A001 GENERAL NOTES, WALL TYPES, TYPICAL MOUNTING HEIGHTS A101 FIRST FLOOR PLAN A105 ROOF PLAN A151 FIRST FLOOR REFLECTED CEILING PLAN & DETAILS A161 FIRST FLOOR FINISH PLAN A162 FINISH SCHEDULE A201 EXTERIOR ELEVATIONS A251 INTERIOR ELEVATIONS A301 BUILDING AND WALL SECTIONS A401 ENLARGED PLANS, ELEVATIONS AND SECTIONS A402 ENLARGED PLANS, ELEVATIONS AND SECTIONS A551 INTERIOR DETAILS A601 DOOR SCHEDULE A900 FIRST FLOOR FURNITURE AND EQUIPMENT PLAN (NIC) FIRE PROTECTION FP001 FIRE PROTECTION NOTES AND SYMBOLS FP002 FIRE PROTECTION DETAILS FP101 FIRE PROTECTION PLAN FIRE ALARM FA001 FIRE ALARM NOTES AND SYMBOLS FA101 FIRE ALARM PLAN PLUMBING P001 PLUMBING GENERAL NOTES P100 OVERALL SANITARY PLAN P101 OVERALL DOMESTIC PLAN P102 PLUMBING ROOF PLAN P200 ENLARGED SANITARY RISER DIAGRAMS (1) P201 ENLARGED SANITARY RISER DIAGRAMS (2) P202 ENLARGED DOMESTIC RISER DIAGRAMS (1) P203 ENLARGED DOMESTIC RISER DIAGRAMS (2) P400 ENLARGED SANITARY PLANS P401 ENLARGED DOMESTIC PLANS P600 PLUMBING SCHEDULES & DETAILS P700 PLUMBING SPECIFICATIONS MECHANICAL M001 MECHANICAL GENERAL NOTES M100 MECHANICAL ZONING PLAN M101 OVERALL MECHANICAL PLAN M102 MECHANICAL ROOF PLAN M600 MECHANICAL SCHEDULES M700 MECHANICAL SPECIFICATIONS ELECTRICAL E001 ELECTRICAL GENERAL NOTES E100 ELECTRICAL POWER PLAN E101 ELECTRICAL ROOF PLAN E200 ELECTRICAL LIGHTING PLAN E250 ELECTRICAL SITE LIGHTING PLAN E500 ELECTRICAL COMM. RISER DIAGRAM & DETAILS E600 ELECTRICAL PANEL SCHEDULES E700 ELECTRICAL SPECIFICATIONS E800 LIGHTING COMCHECK Marathon Engineering, P.C. Civil Engineering 39 Cascade, Rochester, New York 14614 Tel 585.458.7770 www.MarathonEng.com West Shore Design Engineers Structural, Mechanical/ Electrical/ Plumbing Engineering 100 Great Oaks Blvd, Albany, New York 12203 Tel 518.313.7153 www.WestShoreDE.com 1 SOUTHEAST - BIRD'S EYE VIEW 2 SOUTHEAST-STREET VIEW 3 NORTHEAST - STREET VIEW 4 NORTHWEST - STREET VIEW 6 SOUTHWEST - BIRD'S EYE VIEW 5 SOUTHWEST - STREET VIEW NOTE: RENDERINGS SHOWN FOR INFORMATIONAL PURPOSES ONLY. REFER TO DRAWINGS FOR MORE DETAILED INFORMATION. GENERAL CODE NOTES 1. EXISTING WALL RATINGS SHOWN ON CODE DRAWINGS REFLECT THE RATINGS AS SHOWN ON EXISTING DOCUMENTS PROVIDED BY THE OWNER. NOT VERIFIED BY ARCHITECT. COORDINATE EXISTING AND NEW PARTITIONS WITH DEMOLITION AND CONSTRUCTION PLANS. NOTE: NOT ALL MAY APPLY LOCATION OF EXITS EXIT ACCESS TRAVEL DISTANCE (EATD): DISTANCE TO EXITS FROM THE MOST REMOTE POINT IN THE MOST REMOTE ROOM ON THE FLOOR COMMON PATH OF EGRESS TRAVEL (CPET) CONTRACT LIMIT LINE E ENCLOSED EXIT/ EXIT TO EXTERIOR HE HORIZONTAL EXIT EA EXIT ACCESS REMOTENESS OF EXITS D2 = xxx FEET D1 = xxx FEET DEAD END CORRIDOR (DE) ED EXIT DISCHARGE EXIT TO EXIT (D1) BUILDING DIAGONAL (D2) EATD = xxx FEET CPET = xxx FEET DE = xxx FEET FIRE EXTINGUISHER FEC FEBRACKET CABINET 1 HOUR FIRE BARRIER - EXISTING 1/2 HOUR FIRE PARTITION - EXISTING 0 HOUR SMOKE PARTITION - EXISTING FB-1HR-E SP-0HR 1 HOUR FIRE BARRIER FB-1HR 1/2 HOUR FIRE PARTITION FP-1/2HR-E SP-0HR-E 0 HOUR SMOKE PARTITION 1 HOUR SHAFT/STAIR ENCLOSURE - EXISTING 1 HOUR SHAFT/STAIR ENCLOSURE SE-1HR-E SE-1HR 2 HOUR FIRE WALL - EXISTING FW-2HR-E 2 HOUR FIRE WALL FW -2HR 1 HOUR FIRE PARTITION - EXISTING 1 HOUR FIRE PARTITION FP-1HR-E FP-1HR 2 HOUR FIRE BARRIER - EXISTING FB-2HR-E 2 HOUR FIRE BARRIER FB-2HR 1 HOUR SMOKE BARRIER - EXISTING 1 HOUR SMOKE BARRIER SB-1HR-E SB-1HR FP-1/2HR 3 HOUR FIRE WALL - EXISTING 3 HOUR FIRE WALL FW-3HR-E FW -3HR SE-2HR-E SE-2HR 2 HOUR SHAFT/STAIR ENCLOSURE - EXISTING 2 HOUR SHAFT/STAIR ENCLOSURE HORIZONTAL ASSEMBLY (HA) (SHOWN IN PLAN) CP E T = 1 0 0 F E E T 14' 17' 53' 16' PER TABLE BC1006.2.1, ONLY ONE EXIT REQUIRED IF THE MAXIMUM COMMON PATH OF TRAVEL IS 100FT DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING EXISTING (Y/N)NO 300G 44 INCHES (40 INCHES) 200 OCCUPANTS NONE ED REMOTENESS OF EXITS: (139 FEET / 222 FEET) x 100 = 60% 2020 BCNYS -TABLE 1007.1.1, EXCEPTION 2: SPRINKLERED, MINIMUM 33% OF MAXIMUM BUILDING DIAGONAL D1 = 222 FEET ED ED ED ED 41' 32' 22' 17' FEC FEC FE C FE C FE C D 2 = 1 3 9 F E E T EATD = 112 FT DEAD END = 17 FT TO AVOID ARTICLE 28 SPACE FROM EXITING THROUGH A NON-ARTICLE 28 SPACE, IDENTIFY THIS AS "NOT AN EXIT". ARTICLE 28 SPACE OUTPATIENT LAB: 3 BLOOD DRAW SPECIALTY CLINIC: 4 PROVIDER / 14 EXAM PRIMARY CARE CLINIC 6 PROVIDER / 18 EXAM OCCUPANCY CLASSIFICATION: (BC304.1) BUSINESS GROUP B, (NFPA) CH. 38 BUSINESS BUILDING HEIGHT: (BC TABLE 504.3) 60FT MAXIMUM ALLOWABLE, 16FT ACTUAL NUMBER OF STORIES: (BC TABLE 504.4) 3-STORY MAXIMUM ALLOWABLE, 1-STORY ACTUAL BUILDING AREA: (BC TABLE 506.2-S1) 36,000 SF MAXIMUM ALLOWABLE, 20,100 SF ACTUAL INCIDENTAL USES: NOT APPLICABLE CONSTRUCTION CLASSIFICATION: (BC602.5) TYPE VB - STEEL COLUMNS, WOOD-FRAMED EXTERIOR WALLS & ROOF FIRE-RESISTANCE_BLDG. ELEMENTS: (BC TABLE 601) PRIMARY STRUCTURAL FRAME - 0 HOUR BEARING WALLS - 0 HOUR FLOOR CONSTRUCTION - 0 HOUR ROOF CONSTRUCTION - 0 HOUR FIRE-RESISTANCE_EXTERIOR WALLS: (BC TABLE 602) 13FT +/- TO PROPERTY LINE, 0 HOUR RATING OCCUPANT LOAD: (BC TABLE 1004.5) 21,100 SF / 150 SF PER OCCUPANT = 141 OCCUPANTS MEANS OF EGRESS SIZING: (BC 1005.3.2 NON-STAIRS) 141 OCCUPANTS *0.2 INCH PER OCCUPANT = 28.2 IN MIN. (BC 1010.1.1 SIZE OF DOORS) MIN. 32" CLEAR WIDTH NUMBER OF EXITS: OUTPATIENT LABORATORY - ONLY 1 EXIT REQUIRED (BC TABLE 1006.2.1, 1006.3.3) OUTPATIENT CLINIC - MIN. 2 EXITS REQUIRED (BC TABLE 1006.3.2) EXIT REMOTENESS: GREATER THAN ONE-THIRD OF THE DIAGONAL OF AREA SERVED (EXCEPTION 2) DIAGONAL BETWEEN EXITS (D2) = 133 FT DIAGONAL OF AREA SERVED (D1) = 222 FT MEASUREMENT = 60% ACTUAL (33% MINIMUM) EXIT ACCESS TRAVEL DISTANCE: (BC TABLE 1017.2) MAXIMUM 300FT ALLOWABLE, 112 FT ACTUAL CORRIDORS: (BC TABLE 1020.1) B-OCCUPANCY WITH SPRINKLERS, 0 HOUR RATING (BC TABLE 1020.2) MINIMUM WIDTH = 44", ACTUAL WIDTH = 66" (BC 1020.4 DEAD ENDS) MAXIMUM WITH SPRINKLERS = 50FT, ACTUAL = 17 FT NEW YORK STATE CLIMATE ZONE: (ECC301.1) ZONE 5A - CORTLAND MINIMUM OPAQUE THERMAL ENVELOPE REQUIREMENTS (TABLE ECC402.1.3) INSULATION ENTIRELY ABOVE ROOF DECK R-30 CONTINUOUS INSULATION (CI), ACTUAL R-33.6 WALLS ABOVE GRADE, WOOD-FRAMED R-13 CAVITY + R-3.8 CI OR R-20 CI, ACTUAL R-13 CAVITY + R-12 CI SLAB-ON-GRADE FLOORS, UNHEATED SLABS R-10 FOR 24" BELOW GRADE, ACTUAL R-10 FOR 24" VERTICAL FENESTRATION REQUIREMENTS (TABLE ECC402.4) FIXED FENESTRATION, U-FACTOR MAXIMUM 0.38 ALLOWABLE, 0.37 ACTUAL (EFCO 406X) ENTRANCE DOORS, U-FACTOR MAXIMUM 0.77 ALLOWABLE, 0.37 ACTUAL (EFCO SERIES D302) SOLAR HEAT GAIN COEFFICIENT (SHGC) MAXIMUM 0.38 ALLOWABLE, 0.29 ACTUAL MAXIMUM AREA MAXIMUM 40% ALLOWABLE, 23.3% ACTUAL AIR LEAKAGE (ECC402.5) CONTINOUS AIR BARRIER REQUIRED PROVIDED FENESTRATION, STOREFRONT ASSEMBLY MAXIMUM 0.06 CFM/FT2, ACTUAL <0.06 CFM/FT2 (EFCO 406X) COMMERICAL GLAZED SWINGING ENTRY DOOR MAXIMUM 1.00 CFM/FT2, ACTUAL <0.6 CFM/FT2 (EFCO D302 DOUBLE) VESTIBULES (ECC402.5.7) PROVIDED AT BOTH PUBLIC ENTRANCES EAST ELEVATION: EWS-1 -1,530 SF DOOR - 0 SF GLAZING - 210 SF GLAZING %- 13.7 % NORTH ELEVATION: EWS-1 -2,300 SF DOOR - 70 SF GLAZING - 170 SF GLAZING %- 7.4 % SOUTH ELEVATION: EWS-1 -1,850 SF DOOR - 90 SF GLAZING -1,225 SF GLAZING %- 66.2 % WEST ELEVATION: EWS-1 -1,655 SF DOOR - 35 SF GLAZING - 115 SF GLAZING %- 7 % DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. 11/17/2021 5:10:56 PM G130 CODE CONFORMANCE PLAN 11/17/2021 21071 Author 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g MA R C H U S K A B R O T H E R S C O N S T R U C T I O N , L L C 3/32" = 1'-0"A1 FIRST FLOOR CODE CONFORMANCE PLAN 12" = 1'-0"G10 CODE SUMMARY 12" = 1'-0"F10 ENERGY CODE SUMMARY 1/16" = 1'-0"I7 EAST ELEVATION - ENERGY CODE 1/16" = 1'-0"I1 NORTH ELEVATION - ENERGY CODE 1/16" = 1'-0"H1 SOUTH ELEVATION - ENERGY CODE 1/16" = 1'-0"H7 WEST ELEVATION - ENERGY CODE REVISION SCHEDULE NAME DATE PROJECT NORTH N 1 1 1A 2 FS -1 EWS #1 3 FEC FP FA E D TPPHOOS TV S H NC TC EM EM 101 ROOM NAME A101 1 1 A101 1 DETAIL ENLARGEMENT WALL SECTION BUILDING SECTION DETAIL SECTION 1 INTERIOR ELEVATION DOOR & INTERIOR WINDOW TAG WALL TAG ROOM IDENTIFICATION EXTERIOR WINDOW & LOUVER TAG EXISTING DOOR DOOR FULL HEIGHT PARTITION PARTIAL HEIGHT PARTITION KEYED NOTE FLOOR ELEVATION 1001 1 REVISION CLOUD & TAG PLAN ELEVATION50'-6" WORKING POINTWP A101 SIM A1 A2 A3 A4 DIMENSION TO THE FACE OF FRAMING AT NEW CONSTRUCTION, TYP. DIMENSION TO THE FACE OF FINISH AT EXISTING CONSTRUCTION DIMENSION TO THE FACE OF FINISH 1 EXISTING PARTITION NAME DATE 1 A101 1 A101 NAME ELEVATION AAP AREA ALARM PANEL ACP ACOUSTICAL CEILING PANEL AFF ABOVE FINISH FLOOR CI CONTINUOUS INSULATION CL CENTERLINE CLL CONTRACT LIMIT LINE CLR CLEAR ETR EXISTING TO REMAIN EJ EXPANSION JOINT FEC FIRE EXTINGUISHER CABINET GA GAUGE HR HOUR MAX MAXIMUM MIN MINIMUM MIR MIRRORED ARCHITECTURAL SYMBOLS NIC NOT IN CONTRACT NPS NOMINAL PIPE SIZE NR NOT REQUIRED OC ON CENTER OD OUTSIDE DIAMETER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED OPP OPPOSITE RD ROOF DRAIN SF SQUARE FOOT SIM SIMILAR SQ IN SQUARE INCHES TYP TYPICAL UON UNLESS OTHERWISE NOTED ZVB ZONE VALVE BOX ABBREVIATIONS CONTRACT LIMIT LINE MATCHLINE AREA NOT IN CONTRACT (NIC) ALTERNATE WORK SCOPE AS INDICATED INTERIOR MATERIAL LEGEND TACKABLE PANEL/ SOUND ABSORBING WALL UNIT WOOD PANEL WALL PROTECTION/ FLEXIBLE WALL PROTECTION 000X 00 00 00 CABINET DESIGN SERIES NO. (CDS NO.) PER ARCHITECTURAL WOODWORK INSTITUTE (AWI), SEE A551 FOR CORRESPONDING DETAILS CABINET DEPTHCABINET WIDTH CABINET HEIGHT (INCLUDES COUNTERTOP) CASEWORK TAG • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U419 -1 HR • ACOUSTICAL PERFORMANCE -STC 40 • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED 5/8"VARIES 5/8" CEILING PLANE, SEE REFLECTED CEILING PLANS SEALANT, BOTH SIDES, ENTIRE PERIMETER UNDERSIDE OF DECK GYPSUM BOARD SOUND ATTENUATION BLANKET GYPSUM BOARD SEALANT, BOTH SIDES, ENTIRE PERIMETER METAL STUDS @ 16" OC WALL BASE, SEE FINISH SCHEDULE FIRE RESISTIVE JOINT SYSTEM REQUIRED AT RATED WALLS • 3-5/8" METAL FRAMING, TYPICAL UON • 6" METAL FRAMING CEILING PLANE, SEE REFLECTED CEILING PLANS 5/8"VARIES (2) 5/8" • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U419 -1 HR • ACOUSTICAL PERFORMANCE -STC 50 • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED SEALANT, BOTH SIDES, ENTIRE PERIMETER UNDERSIDE OF DECK GYPSUM BOARD SOUND ATTENUATION BLANKET METAL STUDS @ 16" OC GYPSUM BOARD WALL BASE, SEE FINISH SCHEDULE SEALANT, BOTH SIDES, ENTIRE PERIMETER FIRE RESISTIVE JOINT SYSTEM REQUIRED AT RATED WALLS UNDISTURBED EARTH CONCRETE SLAB REFER TO FINISH PLANS FOR FLOOR FINISH VAPOR RETARDER REFER TO STRUCTURAL DRAWINGS FOR FLOOR SYSTEM STRUCTURAL FILL RE F E R T O ST R U C T U R A L 6" 1 1/2" 1/2" 2"5 1/2"5/8" GYPSUM BOARD 2X6 WOOD STUDS @ 16" OC PROVIDEDREQUIREDR-VALUE2020-C402.1.3 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS - CLIMATE ZONE 5A - WOOD FRAMED WALL - OTHER THAN RESIDENTIAL CAVITY CONTINUOUS 123.8 1313 TOTAL 2520 4"8" COMPOSITE POLYISOCYANURATE INSULATION BOARD WITH 1/2" SHEATHING AND WATER-RESISTIVE BARRIER FASTENED TO STUD. TAPE ALL PANEL SEAMS, OPENINGS AND PENETRATIONS PER MANUFACTURER'S RECOMMENDATIONS. BASIS-OF-DESIGN: ZIP SYSTEM R-SHEATHING (R-12) ENGINEERED STONE PANEL (ALTERNATE A1) FIBER CEMENT PANEL RAINSCREEN WITH EXPOSED FASTENERS, OPEN JOINTS AND INSECT SCREENING ALUMINUM "Z" OR "HAT" CHANNEL VERTICAL ATTACHMENT SYSTEM PER MANUFACTURER'S RECOMMENDATIONS 4" WIDE BLACK PAINT AT ALL JOINTS SO THAT ONLY BLACK COLOR IS SEEN THROUGH OPEN JOINTS GLASS-FIBER BATT INSULATION. R-13 MINIMUM INTERIOR SIDE 5/8" CEILING PLANE, SEE REFLECTED CEILING PLANS VARIES SEALANT, ENTIRE PERIMETER UNDERSIDE OF DECK METAL STUDS @ 16" OC GYPSUM BOARD WALL BASE, SEE FINISH SCHEDULE SEALANT, ENTIRE PERIMETER • EXTEND TO UNDERSIDE OF DECK • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED PROTRUDING OBJECTS CLEAR FLOOR SPACE Unless otherwise specified may include knee and toe clearances CIRCULAR TURNING SPACE May include knee and toe clearances 'T-TURN' TURNING SPACE May include knee and toe clearances only at the end of either the base or one arm. Forward Approach Side Approach 4" MAX 80 " 27 " 15 " 5"3" 3' -4" 2' -11 " EXCEPTIONS: (1) HANDRAILS MAY PROTRUDE 4-1/2" MAX. (2) DOOR CLOSERS & STOPS MAY BE 78" MIN. ABOVE THE FLOOR FIG. 307.2 FIG. 603.3 MIRROR MOUNTING HEIGHTS NOTE: HEIGHT TO EDGE OF REFLECTIVE SURFACE FIG 602.5 DRINKING FOUNTAIN SPOUT LOCATION FIG. 604.5.2 REAR WALL GRAB BAR FOR WATER CLOSET 2' -10 " TYPICAL CLEARANCES AND REACH RANGES - ANSI 2009 1' - 6" 1' - 0"2' - 0" TYPICAL MOUNTING HEIGHTS AND CLEARANCES FOR PLUMBING FIXTURES 6' - 9 " M I N 6' - 2 " M I N 36" MIN. (UNLESS OTHERWISE NOTED) INTERIOR ELEVATION SYMBOLS AND TYPICAL MOUNTING HEIGHTS 102800 - TOILET AND BATH ACCESSORIES 210000 - FIRE SUPPRESSION 2' - 0 " C E TY P E 1 TY P E 2 F G H K L N 5' - 6 " 4' - 0 " ( A D A ) 7' - 2 " 4' - 0 " 7' - 2 " 4' - 0 " 4" 4' - 0 " U O N COAT HOOK 4' - 0 " 6' - 6 " 4' - 6 " FI R E EX T I N G U I S H E R CA B I N E T ( F E C ) FI R E A L A R M PU L L FI R E A L A R M 1 1 / 2 " M I N 1' - 0 " M I N M A B D E F G I J SANITARY NAPKIN DISPENSER PAPER TOWEL DISPENSER SOAP DISPENSER, NIC MIRROR (TOP) LAVATORY TOP OF WATER CLOSET SEAT GRAB BAR ITEM NOT USED C K LTOILET PAPER DISPENSER NOT USED MOUNTING HEIGHT CODE REF. ICC/ANSI A117.1-2009 6' -2" MIN M N O NOT USED SHOWER CURTAIN ROD FOLDING SHOWER SEAT SHOWER CONTROLS NOT USED NOT USED TOILET SEAT COVER DISPENSER TOILET PARTITION PUSH PLATE 1' -6" 2' -10" 2' -10" 3' -8" 3' -6" 3' -6"606.3 604.4 604.5 604.7 HOLT STANDARDS 610.3 608.5 HOLT STANDARDS HOLT STANDARDS HOLT STANDARDS HOLT STANDARDS HOLT STANDARDS3' -0" ITEM CODE REF. ICC/ANSI A117.1-2009 H MIRROR (BOTTOM)3' -4" MAX 603.3 1' -6" to 4' -0" 1' -6" NOT USED SOAP DISH/ CORNER BASKET AT SHOWER 3' -6"HOLT STANDARDS Q R T U V S3' -4" 3' -6" 7' -6" MOUNTING HEIGHT HOLT STANDARDS 260000 - ELECTRICAL DEVICES 224000 - PLUMBING FIXTURES 270000 - COMMUNICATION SYSTEMS Q R U V 3' 1 0 " U O N 7' - 8 " U O N PO W E R O U T L E T PO W E R D O O R O P E R A T O R PU S H P L A T E DO O R H O L D OP E N OC C U P A N C Y SE N S O R LI G H T S W I T C H TH E R M O S T A T CL O C K , N I C WA L L M O U N T E D F L A T PA N E L T E L E V I S I O N DA T A O U T L E T UON 1' - 6" WA L L M O U N T E D TE L E P H O N E HU M I D I T Y C O N T R O L AN A L O G P H O N E O U T L E T FA I L S A F E P H O N E O U T L E T PFS AN A L O G F A X O U T L E T F 4' - 0" 5' - 1" 2" HINGED SIDE OF DOOR ROOM SIGN, SEE SCHEDULE LATCH SIDE OF DOOR EDGE OF DOOR FRAME OR EDGE OF OPENING SIGN MOUNTING ELEVATION TACK BOARD MARKER BOARD CORNER GUARD 3' - 2" GLOVE DISPENSER, NIC SHARPS CONTAINER, NIC 4' - 0" 4' - 0" CO D E B L U E EM E R G E N C Y P O W E R NU R S E CA L L FIG. 308.2.1 UNOBSTRUCTED FORWARD REACH FIG. 308.2.2 OBSTRUCTED HIGH FORWARD REACH FIG. 308.3.1 UNOBSTRUCTED SIDE REACH FIG. 308.3.2 OBSTRUCTED HIGH SIDE REACH 48 " M A X 48" 15 " M I N 20" MAX 48 " M A X 25" MAX 44 " M A X 48 " M A X 15 " M I N 46 " M A X 24" MAX 34 " M A X 48 " M A X 10" 34 " M A X FIG 608.2.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIG 608.3.2 GRAB BARS IN STANDARD ROLL-IN- TYPE SHOWER FIG 608.4.2 STANDARD ROLL-IN-TYPE SHOWER CONTROL AND HANDSHOWER LOCATION 34" 6" MAX BACK WALL 6" MAX 6" MAX 30" MIN 60" MIN UFAS 3' - 0" 10" MAX MAX 2' - 3" MIN 1' - 4" MAX 4' - 0" CONTROL LOCATION 1' - 4" MAX 1' - 3" MIN SEAT SEAT 5' - 0" 2' - 0" 3' - 0" 1' - 0"1' - 0"3' - 0" 2' - 10 13/32" 4' - 0" 5' - 0" FIG. 604.4 & FIG. 604.5.1 & FIG. 604.7 WATER CLOSET HEIGHTS 9" 1' - 7" MAX 1' - 5" MIN 2' - 10" 1' - 6" 3' - 3" 3' - 5" 1' - 0"3' - 6" 4' - 6" MIN 1' - 6" 2' - 0" MIN NOTE: REQUIRED CLEARANCE MAY INCLUDE GRAB BARS, PAPER DISPENSERS, SANITARY NAPKIN RECEPTACLES, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE OF OTHER FIXTURES AND TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE REQUIRED WATER CLOSET CLEARANCE. FIG 604.3 CLEARANCE AT WATER CLOSETS 5' -0" 4' -8" PLAN VIEW 18" 1 1/2" MIN 5' - 6" UON 1' - 6" OPEN OUTSIDE CORNER WHERE HANDRAIL DOES NOT CONTINUE ON ADJACENT WALL INSIDE CORNER WHERE HANDRAIL AND CRASH RAIL CONTINUE ON ADJACENT WALL OUTSIDE CORNER WHERE HANDRAIL CONTINUES ON ADJACENT WALL OMIT HAND & CRASH RAIL WHERE LESS THAN 12" WIDE, UON SEE ELEVATIONS. 2"2"12" MIN 2" 2" (Unless Otherwise Noted) 2" CORNER GUARD INSIDE CORNER WHERE HANDRAIL DOES NOT CONTINUE ON ADJACENT WALL TYPICAL HANDRAIL ELEVATION DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. 11/17/2021 5:06:59 PM A001 GENERAL NOTES, WALL TYPES, TYPICAL MOUNTING HEIGHTS 11/17/2021 21071 Author 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g MA R C H U S K A B R O T H E R S C O N S T R U C T I O N , L L C 1 ALL WORK IS NEW UNLESS NOTED AS EXISTING. 2 ANY DISCREPANCY CONTAINED WITHIN ANY OF THE DOCUMENTS SHALL BE UNDERSTOOD TO MEAN THAT THE GREATER QUANTITY AND OR THE BETTER QUALITY SHALL BE PROVIDED IN THE FAVOR OF THE OWNER. 3 REFER TO CODE CONFORMANCE DRAWINGS FOR REQUIRED FIRE RATED CONSTRUCTION. 4 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD (EXISTING AND SCHEDULED CONSTRUCTION) AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 5 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. 6 NOTES ON ONE DETAIL OR DRAWING APPLY TO ALL SIMILAR DETAILS AND DRAWINGS. 7 DIMENSIONS NOTED "EQ" ARE EQUAL TO EACH OTHER ONLY IF THEY ARE ON THE SAME DIMENSION STRING AND IN THE SAME ROW. 8 ROOM NUMBERING IS FOR CONSTRUCTION PURPOSES ONLY, ACTUAL ROOM NUMBERING TO BE COORDINATED WITH THE OWNER PRIOR TO ANY SCHEDULING OR LABELING. ALL EQUIPMENT LABELING AND SCHEDULING SHALL BE FORMATTED AS DIRECTED BY OWNER. GENERAL NOTES 1 1/2" = 1'-0"A2 INTERIOR WALL SYSTEM, TYPE 1 (TYPICAL UON) 1 1/2" = 1'-0"A4 INTERIOR WALL SYSTEM, TYPE 2 1 1/2" = 1'-0"D2 FLOOR SYSTEM FS-1 - UNHEATED SLAB-ON-GRADE 1 1/2" = 1'-0"A8 EWS #1 - WOOD STUD WITH FIBER CEMENT RAINSCREEN 1 1/2" = 1'-0"A6 INTERIOR WALL SYSTEM, TYPE 3 REVISION SCHEDULE NAME DATE REF. REF. REF. REF. RE F . REF. FEC FIRE EXTINGUISH CABINET/BRACKET INT AUTOMATIC DOOR OPERATOR PUSH PLATE CR PP INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGS EMERGENCY GAS SHUTOFF CABINET ELECELECTIC PANEL A201E1 A201 C4 A201 A4 A201 E7 224 SCHED. OFFICE (2) 220 EXAM 218 SPECIALTY EXAM 209 SPECIALTY EXAM 211 EXAM 215 SPECIALTY EXAM 316 MED 318 SOILED 222 EXAM 213 EXAM 232 SHARED OFFICE (2) 228 EXAM 226 SPECIALTY EXAM 217 SPECIALTY EXAM 219 TYP. EXAM TYPE 1 223 MGR. OFFICE (2) 310 CLEAN 312 NURSING 230 EXAM 221 EXAM 240 POINT-OF -CARE WORK 236 EXAM 234 SPECIALTY EXAM 225 SPECIALTY EXAM 227 EXAM 231 BEH. HEALTH /CONSULT 308 NURSING 238 EXAM 229 EXAM 233 SPECIALTY EXAM 235 EXAM 239 BEH. HEALTH /CONSULT 306 EQUIP. 237 EXAM 216 VITALS / NURSE VISIT 212 EXAM 210 SPECIALTY EXAM 201 SPECIALTY EXAM 203 TYP. EXAM TYPE 2 207 SPECIALTY EXAM 320 NURSING 214 EXAM 205 EXAM 202 SPECIALTY EXAM 204 EXAM 208 ECHO (CARDIO) 322 EQUIP. 206 EXAM 411 CLEAN /EQUIP 409 SOILED 405 BLOOD DRAW 407 BLOOD DRAW 410 STAFF BREAK 410T STAFF TLT 404 LAB WORKROOM 406 BLOOD DRAW 108T PATIENT TLT 112T PATIENT TLT 113T PATIENT TLT 111T PUBLIC TLT 408 EVS 401T PATIENT TLT 114 CONFERENCE (18) 304 BLDG. STORAGE 302 REVENUE OFFICE (2) 315 MECHANICAL 311 PROVIDER OFFICE (2) 309 STAFF SHOWER 307 STAFF BREAK 305 PROVIDER OFFICE (2) 313 DATA 319 PROVIDER OFFICE (2) 321 BLDG. STORAGE 317 PROVIDER OFFICE (2) 325 EVS 315A ELEC 109T TYPICAL PATIENT TLT 107T PUBLIC TLT 326 PROVIDER OFFICE (2) 324T SPECIMEN TLT 110 VITALS /NURSE VISIT 301 ADMIN. OFFICE (2) 303 BUILDING STORAGE 323T STAFF TLT 100 VESTIBULE 105 COPY /SUPPLY 106 COPY /SUPPLY COPY/ SUPPLYCOPY/ SUPPLY 115 CONF. STOR 1 1 G1 A301 1 2 3 4 5 6 7 81.5 A B C D F G A251 C7 C9 401 OUTPATIENT LAB WAITING (8) 402 CHECK-IN/ OUT A251 E1 G1 A251 C5 C1 A401 A1 28' - 0" 26' - 0" 30' - 0" 88' - 0" 12' - 0"20' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"4' - 0" 197' - 0" E 12' - 0"32' - 0"32' - 0"32' - 0"32' - 0"32' - 0"4' - 0"1' - 0" 1' - 0"11' - 4"8' - 8"1' - 0"63' - 0"6' - 0"20' - 0"6' - 0"68' - 0"1' - 0" 5' - 4" 2' - 2" 1' - 0" 8' - 0" 1' - 0" 1' - 0" 8' - 0" 2' - 0" 8' - 0" 2' - 0" 8' - 0" 4' - 0" 8' - 0" 14' - 8" 2' - 4" 3' - 0"26' - 0" 30' - 0" 30' - 0" J 3 A251 A1 1 1 1 1 1 1 22 1 1 2 2 3 1122 1 1 2 2 2 400 C3 A251 G4 G3 A251 G11 A251 G11Sim A251 E6 E4 A251 E6Sim E4Sim A251E8 E9 A251 E8Sim E9Sim A251 E10 A401 C1 A401 E1 101 WAITING 102 CHECK-IN 103 CHECK-IN 104 CHECK-OUT 2' - 8"5' - 4"5' - 4"5' - 4"13' - 4"13' - 4"4' - 0"14' - 8"3' - 0"1' - 0"3' - 8"5' - 4"15' - 0"5' - 4"6' - 8"5' - 4"5' - 5"4' - 0"13' - 3"13' - 4"5' - 4" 1' - 0" 10' - 0" 5' - 4" 13' - 4" 5' - 4" 15' - 6" 5' - 4" 6' - 0" 5' - 4" 3' - 2" 4' - 0" 12' - 8" 1' - 0" 400 VESTIBULE 400A 403 OUTPATIENT LAB 404 406 407 405 409 408 410 411 410T 300 302 304 306 300A 401T 402 401 100 100A 107T 108T109T 101B 110 101C 102 101 106 103 101D 111T 112T 113T 115 114 114A 200A PRIMARY CARE 200 SPECIALTY CARE 101A 320 322 201 202 203 204 205 206 207 208 209 210 212 211 300D 322 218 217 300C 300B 308 225 226 300 STAFF/ ADMIN CORRIDOR 300E 301 303 305 307 309 311 308A 233 234 227 238 236 235 237 239 240 231 230 228 219 221 223 222 220 312 232 224 215 213 214 216 200 403 320A 319317 321 323T 324T 326 325 318316310 313 315A 315 A251 G6 G8 2 2 2 2 2 2 2 2 2 22 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 22 1 2 2 1 1 2 4 5 5 5 OPP 5 OPP 5 5 OPP 5 OPP 5 A4 A301 A251 H2H1 66 6 6 6 5 A251 H9 OPP OPP OPP OPP OPP OPP OPP OPP OPP 7 3 1 1 3 13 2 3 1 11 1 1 11 8 86 TYP 2' - 6" TYP 2' - 6" A251 H6 H4 H8 TYP 2' - 6" A402 C1 8' - 3" FEC FEC 13' - 2 3/8"5' - 7 1/4"13' - 2 3/8"13' - 2 3/8"5' - 7 1/4"13' - 2 3/8"13' - 2 3/8"5' - 7 1/4"13' - 2 3/8"13' - 2 3/8"5' - 7 1/4"13' - 2 3/8"13' - 2 3/8"5' - 7 1/4"13' - 6 3/8" 7' - 8"10 3/4"7' - 8"7' - 5"10 3/4" AL I G N AL I G N AL I G N AL I G N AL I G N AL I G N AL I G N AL I G N 10 3/4"7' - 5"7' - 8"10 3/4"7' - 8" AL I G N AL I G N 1'-10" +/-1'-10" +/- 105 5' - 1 3/4"8' - 8 3/8"8' - 1 1/4"1' - 2 3/8" 2 2 A101 H9 TYPICAL COLUMN ENCLOSURE AL I G N AL I G N 12' - 1 1/8" 10' - 0" 10' - 0" 12' - 0" 6' - 9" 3' - 3" 5' - 10 7/8" 7' - 6" 10 3/4" 7' - 4" 10 3/4" 10' - 2 1/2" 1 AL I G N AL I G N 1 13' - 3 1/8"19' - 2 3/8"8' - 3"10 3/4"10' - 5 1/2"10' - 6 7/8"32' - 1 1/8"10' - 6 7/8"10' - 8"16' - 3" 10 3/4" 6' - 5 1/4" 4' - 5 1/8" 7' - 9 1/2" ALIGN 3' - 3" 6' - 9" 12' - 0" 10' - 0" 10' - 0" 12' - 1 1/8" 2 TYP 1' - 6" 12' - 1 1/8" 10' - 0" 10' - 0" 12' - 0" 6' - 9" 3' - 3" 3' - 3" 6' - 9" 12' - 0" 10' - 0" 10' - 0" 12' - 1 1/8" 3' - 3" 6' - 9" 12' - 0" 10' - 0" 10' - 0" 12' - 1 1/8" 5' - 7 1/4" TYP 1' - 6" ALIGN 5' - 2" 2 2 4' - 3 5/8" 4' - 3 5/8" 6' - 10" 6' - 10" 4' - 3 5/8" 2 2 2 5' - 7 1/4"13' - 2 3/8" 1 1 1 1 EQ.7' - 6"EQ. 2' - 0" 1' - 6" 10' - 0" 10 3/4" 9' - 1 1/4" 12' - 0" 10' - 0" 3' - 0" 7'-6" 4'-10 1/2" 1 1 1 1 6' - 0" 6' - 0" TYP 3' - 5" 1 1 7'-4" ALIGN A7 A402 Sim 1 22 1 1 1 22 13 3 2 3 2' - 7"54' - 0" (18 @ 3'-0") 66' - 0" (22 @ 3'-0") 9' - 0" (3 @ 3'-0") 3' - 4" 1A FE C 1A FE C 1' - 8" FE C 2 1 BL 402A BL 402 2 1 300G 300F 300H 4' - 0" 229 2' - 0"8' - 8"15' - 0"15' - 0"15' - 0"15' - 0"15' - 0"15' - 0"2' - 0"4' - 0" 1' - 0" 9' - 0" 1' - 0" 1' - 0" 102' - 8" H1 PP PP PP PP PP PPPP PP PP PP PP PP PP PP PP PP POST-MOUNTED POST- MOUNTED PP PP FR 8' - 0" 4' - 0" 8 3' - 0"3' - 0"6' - 0"3' - 0"3' - 0" FRZ. 6' - 0 " 3' - 0"2' - 6" 326A 326A CLOSET 10 " 1' - 0"CHASE FOR WATER SERVICE ENTRANCE. REFER TO FIRE PROTECTION DRAWINGS. 3 CLOSET FOR GAS SERVICE ENTRANCE. REFER TO PLUMBING DRAWINGS. PREFERED ELECTRIC & TELE/COMM SERVICE ENTRANCE LOCATION. REFER TO CIVIL & ELECTRICAL DRAWINGS. FR 6' - 0" 5' - 6 " FR6' - 0" 5' - 6 " A2 1 1 DIMENSIONS TO OUTSIDE FACE OF SHEATHING AT CORNERS, TYPICAL 19' - 4" 1-5/8" METAL STUDS 6x6 HSS TUBE STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS. 6" 6" 1' - 0" 6"6" 1' - 0" WALLS AS INDICATED ON PLANS. ALIGN FACE OF WALL WITH FACE OF COLUMN ENCLOSURE 5/8" GYPSUM BOARD DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. 11/17/2021 5:07:12 PM A101 FIRST FLOOR PLAN 11/17/2021 21071 RJW, EKT 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g MA R C H U S K A B R O T H E R S C O N S T R U C T I O N , L L C 1 CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT ALL FLOOR, WALL, AND CEILING MOUNTED EQUIPMENT, MILLWORK, AND ACCESSORIES PROVIDED UNDER THIS CONTRACT AND EQUIPMENT TO BE PROVIDED BY THE OWNER. 2 CONTRACTOR SHALL PROVIDE BRACING WHERE REQUIRED TO SUPPORT OR STABILIZE ALL NON-STRUCTURAL FRAMING. 3 PROVIDE ACCESS PANELS IN WALLS AND CEILINGS AS REQUIRED TO OBTAIN CONVENIENT MAINTENANCE ACCESS TO ALL VALVES, DAMPERS, CONCEALED JUNCTION BOXES, AND OTHER EQUIPMENT REQUIRING ADJUSTMENT, SERVICE, OR MAINTENANCE. PROVIDE PROPOSED LOCATION AND SIZE OF ALL ACCESS PANELS FOR REVIEW AND APPROVAL BY ARCHITECT PRIOR TO INSTALLATION. 4 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 5 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. GENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEYED CONSTRUCTION NOTES 1 REFER TO ENLARGED PLAN TYPICAL PRIMARY CARE EXAM ROOM 219 TYPE 1 2 REFER TO ENLARGED PLAN TYPICAL SPECIALTY CARE EXAM ROOM 203 TYPE 2 3 REFER TO ENLARGED PLAN TYPICAL PATIENT TOILET 109T 4 REFER TO ROOM 203 FOR SIM ELEVATIONS, UON 5 REFER TO ROOM 109T FOR SIM ELEVATIONS, UON 6 REFER TO ROOM 305 FOR SIM ELEVATIONS, UON 7 REFER TO ROOM 306 FOR SIM ELEVATIONS, UON 8 PROVIDE FIVE (5) SINGLE PRONG COAT HOOKS AT 6" APART, MOUNT (3) AT 5'-6"AFF AND (2) AT 4'-0" AFF, SEE FINISH SCHEDULE FOR BASIS-OF-DESIGN (H1) 0'1'2'4'8'1/8" = 1'-0"A1 FIRST FLOOR PLAN PROJECT NORTH N 1 1/2" = 1'-0"H9 TYPICAL COLUMN WRAP AT TUBE STEEL COLUMN * REVISION SCHEDULE NAME DATE TOP OF STEEL 0' -0" TOP OF FASCIA 0' -0" EWS-1 RS -1 EWS-1 RS -1 RS -2 G1 A301 1 2 3 4 5 6 7 81.5 A B C D F G E J A4 A301 1/4" PER FOOT SLOPE 11'-8" +/- 11'-6" MINIMUM 6" BASE, TAPERED INSULATION SLOPED 1/4" PER FOOT TO ROOF DRAINS +6" +8.5" +7.5" +7.75" H1 A105 TYP. PRE-FABRICATED EXTRUDED ALUMINUM CANOPY SYSTEM WITH FOUNDATIONS AND INTEGRAL DRAINAGE. BASIS-OF-DESIGN: AWNING WORKS, INC. OR ARCHITECT APPROVED EQUAL 11' - 0" 102' - 8" PROVIDE FLASHING AND SEALANT BOTH TOP AND BOTTOM TO SEAL BETWEEN CANOPY AND BUILDING VESTIBULES PROVIDE FLASHING AND SEALANT BOTH TOP AND BOTTOM TO SEAL BETWEEN CANOPY AND BUILDING VESTIBULES RS-2 RS-1 RS-2RS-2 PROVIDE SCUPPERS FOR SECONDARY ROOF DRAINAGE AT ALL RS-2 ROOF SYSTEMS. RS-1 OVER FRAMING SLOPED TOWARDS LOWER ROOF SCUPPER SCUPPER SCUPPER SCUPPER G10 A105 TYP. G10 A105 TYP. GUTTER RTU RTU RTU RTU RTU RTU RTU RTU RTU COORDINATE EXACT LOCATIONS OF RTUS, GAS LINES, AND EXHAUST FANS WITH MECHANICAL AND STRUCTURAL DRAWINGS. PROVIDE ROOF CURBS AND CRICKETS AS NEEDED TO MAINTAIN DRAINAGE. FULLY ADHERED MEMBRANE ROOFING ROOF DRAIN PREFABRICATED INSULATED SUMP 5" MIN. VENT PIPE OR STRUCTURAL SUPPORT STAINLESS STEEL CLAMPING RING PRE-FORMED SEAMLESS PIPE FLASHING BOOT 1'-0" TYP TO FILL ANY GAPS IN INSULATION WATER CUT-OFF MASTIC CLOSED-CELL SPRAY POLYURETHANE FOAM INSULATION TURN VAPOR RETARDER 90 DEGREES, FLASH 3" UP PIPE WITH UNCURED FLASHING ROOF SYSTEM STANDARD JOINT SEALANT FULLY ADHERED MEMBRANE ROOFING MECHANICAL UNIT ROOF SYSTEM FLASHING MEMBRANE SEAM FASTENING PLATE FULLY ADHERED MEMBRANE ROOFING PRE-FABRICATED INSULATED EQUIPMENT CURB MEMBRANE PAD ROOF SYSTEM STANDARD JOINT SEALANT1'-0" TYP OPEN-CELL SPRAY APPLIED FOAM INSULATION METAL FASCIA ROOF SYSTEM FLASHING MEMBRANE ROOF SYSTEM STANDARD JOINT SEALANT COORDINATE THICKNESS OF INSULATION WITH ROOF PLAN WRAP WALL AIR BARRIER OVER FRAMING AND LAP OVER VAPOR RETARDER FOR CONTINUITY WITH ROOF WITH CONTINUOUS SPLICE SEAM FASTENING PLATE ROOF SYSTEM STANDARD JOINT SEALANT 2X SOLID WOOD BLOCKING LAP MEMBRANE OVER BLOCKING ROOF SYSTEM TERMINATION BAR COUNTER FLASHING TO T O P O F F I N I S H E D RO O F S U R F A C E 1' - 0 " T Y P ROOF SYSTEM FLASHING MEMBRANE 3/4" MIN 6" 1/2" FULLY ADHERED MEMBRANE ROOFING COVER BOARD POLYISOCYANURATE BOARD INSULATION VAPOR RETARDER PROVIDEDREQUIREDR-VALUE CONTINUOUS 33.630 TOTAL 33.630 2020-C402.1.3 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS - CLIMATE ZONE 5A - INSULATION ENTIRELY ABOVE ROOF DECK PLYWOOD SUBSTRATE ROOF TRUSSES. REFER TO STRUCTURAL DRAWINGS. 3/4" 6" MIN. * 1/2" FULLY ADHERED MEMBRANE ROOFING COVER BOARD POLYISOCYANURATE BOARD INSULATION PROVIDEDREQUIREDR-VALUE CONTINUOUS 33.630 TOTAL 33.630 2020-C402.1.3 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS - CLIMATE ZONE 5A - INSULATION ENTIRELY ABOVE ROOF DECK TAPERED INSULATION. 1/4" PER FOOT. VAPOR RETARDER PLYWOOD SUBSTRATE ROOF TRUSSES. REFER TO STRUCTURAL DRAWINGS. 1/8" = 1'-0"A1 ROOF PLAN DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. 11/17/2021 5:07:16 PM A105 ROOF PLAN 11/17/2021 21071 Author 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g MA R C H U S K A B R O T H E R S C O N S T R U C T I O N , L L C 1 1/2" = 1'-0"H1 ROOF DETAIL - ROOF DRAIN - 4' SUMP 1 1/2" = 1'-0"H4 ROOF DETAIL - STRUCTURAL SUPPORT OR VENT PIPE DETAIL 1 1/2" = 1'-0"H7 ROOF DETAIL - EQUIPMENT RAIL DETAIL AT ROOF 3" = 1'-0"G10 ROOF DETAIL - ROOF EDGE AT FIBER CEMENT 3" = 1'-0"E11 ROOF DETAIL - ROOF TERMINATION 1 1/2" = 1'-0"C11 ROOF SYSTEM RS-1 - POLYISO INSULATION 1 1/2" = 1'-0"A11 ROOF SYSTEM RS-2 - POLYISO INSULATION TAPERED REVISION SCHEDULE NAME DATE SD OS M M M F CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CASEWORK HEIGHT REFER TO ELEVATIONS CEILING HEIGHT REFER TO RCP 8' - 8" 8' - 9" EQ EQ EQ EQ EQ EQ EQ EQEQEQEQEQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 224 SCHED. OFFICE (2) 220 EXAM 218 SPECIALTY EXAM 209 SPECIALTY EXAM 211 EXAM 215 SPECIALTY EXAM 316 MED 318 SOILED 222 EXAM 213 EXAM 232 SHARED OFFICE (2) 228 EXAM 226 SPECIALTY EXAM 217 SPECIALTY EXAM 219 TYP. EXAM TYPE 1 223 MGR. OFFICE (2) 310 CLEAN 312 NURSING 230 EXAM 221 EXAM 240 POINT-OF -CARE WORK 236 EXAM 234 SPECIALTY EXAM 225 SPECIALTY EXAM 227 EXAM 231 BEH. HEALTH /CONSULT 308 NURSING 238 EXAM 229 EXAM 233 SPECIALTY EXAM 235 EXAM 239 BEH. HEALTH /CONSULT 306 EQUIP. 237 EXAM 216 VITALS / NURSE VISIT 212 EXAM 210 SPECIALTY EXAM 201 SPECIALTY EXAM 203 TYP. EXAM TYPE 2 207 SPECIALTY EXAM 320 NURSING 214 EXAM 205 EXAM 202 SPECIALTY EXAM 204 EXAM 208 ECHO (CARDIO) 322 EQUIP. 206 EXAM 411 CLEAN /EQUIP 409 SOILED 405 BLOOD DRAW 407 BLOOD DRAW 410 STAFF BREAK 410T STAFF TLT 404 LAB WORKROOM 406 BLOOD DRAW 108T PATIENT TLT 112T PATIENT TLT 113T PATIENT TLT 111T PUBLIC TLT 408 EVS 401T PATIENT TLT 114 CONFERENCE (18) 304 BLDG. STORAGE302 REVENUE OFFICE (2) 315 MECHANICAL 311 PROVIDER OFFICE (2) 309 STAFF SHOWER 307 STAFF BREAK 305 PROVIDER OFFICE (2) 313 DATA 319 PROVIDER OFFICE (2) 321 BLDG. STORAGE 317 PROVIDER OFFICE (2) 325 EVS315A ELEC 107T PUBLIC TLT 109T TYPICAL PATIENT TLT 326 PROVIDER OFFICE (2) 324T SPECIMEN TLT 110 VITALS /NURSE VISIT 301 ADMIN. OFFICE (2) 303 BUILDING STORAGE 323T STAFF TLT 100 VESTIBULE 105 COPY /SUPPLY 106 COPY /SUPPLY 115 CONF. STOR 8' - 6" 8' - 6" 8' - 6" 8' - 6"8' - 6" 8' - 6" 8' - 6" 8' - 6"8' - 6" 8' - 6" 8' - 6" 8' - 6"8' - 6" 8' - 6" 8' - 6" 9' - 0"9' - 0" 8' - 6" 8' - 6" 8' - 6" 8' - 8" 8' - 8" 8' - 8"8' - 6" 8' - 6" 8' - 6" 8' - 6"8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6"8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 8" 8' - 8" 8' - 8" 8' - 6" 8' - 6" 8' - 6"8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6"8' - 6"8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 0"8' - 6" 401 OUTPATIENT LAB WAITING (8) 402 CHECK-IN/ OUT 8' - 6" 8' - 6" 8' - 0" 8' - 6" 8' - 6" 8' - 8" 8' - 6" 8' - 6" 8' - 6"8' - 6" 8' - 6"8' - 6" 8' - 6"8' - 8" 8' - 8" 8' - 8"8' - 8" 8' - 8" 8' - 8"8' - 6"8' - 8" 8' - 8" 8' - 8" 8' - 6" 8' - 8" 8' - 6" 8' - 6"8' - 6" 8' - 6"8' - 6" 8' - 0"8' - 6" 8' - 6" 8' - 6" 8' - 0" 8' - 6" 8' - 6" 8' - 6"8' - 6"8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 0" 8' - 6" 101 WAITING 102 CHECK-IN 103 CHECK-IN 104 CHECK-OUTEQ EQ EQ EQ 1' - 8 11/256" EQ EQ 8' - 0" 8' - 0" EQ EQ EQ EQ 1' - 8 1/2"1' - 8 1/2" 1'-8 1/2" EQ EQ EQ EQ 8' - 6" 8' - 8"8' - 6" 8' - 6" 8' - 6" 8' - 6" EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ TILE FULL TILE FULL 12'-0" 2'-8 1/4" H1 A151 H1 A151 H1 A151 H1 A151 8' - 6"8' - 6" H1 A151 H1 A151 H1 A151 H1 A151 H4 A151 H4 A151 H4 A151 H4 A151 TYP H4 A151 TYP H4 A151 A4 A301 H8 A151 TYP 11 1 6' - 2" ALIGN, TYPICAL 8' - 6" 400 VESTIBULE 8' - 0"8' - 0" 1' - 8 1/2" ALIGN ALIGN ALIGN ALIGN, TYP ALIGN EQ EQ EQ EQ P2 SIDES & SOFFIT P3 SIDES & SOFFIT P3 SIDES & SOFFIT P4 SIDES & SOFFIT LINEAR PENDANT LIGHT FIXTURE LAY-IN/RECESSED DIRECT/INDIRECT LIGHT FIXTURES RECESSED LIGHT FIXTURE RETURN AIR/ EXHAUST GRILLE SUPPLY AIR GRILLE PROJECTION SCREEN - MANUAL DATA/VIDEO PROJECTOR. CENTER MOUNT ON PROJECTION SCREEN PENDANT LIGHT FIXTURE RECESSED MOUNTED LIGHT FIXTURES PROJECTION SCREEN - MOTORIZED SPRINKLER HEAD EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR LAY-IN/ RECESSED TROFFER LIGHT FIXTURES SPEAKER WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM -APC1 LINEAR METAL CEILING GYPSUM BOARD CEILINGS AND SOFFITS ACCESS PANEL LINEAR DIFFUSER GYPSUM BOARD CEILINGS AND SOFFITS DOME SAFETY MIRROR 1'-0"CEILING HEIGHT/ MATERIAL(APC#) FIRE ALARM STROBE CUBICLE CURTAIN PS NOTE: REFER TO FINISH/MATERIAL LEGEND FOR CEILING TYPES KEYED INTO CEILING HEIGHT/MATERIAL TAG. RECESSED WINDOW SHADE GYPSUM BOARD ? SUSPENSION WIRE WALL ANGLE CORNERBEAD GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL 1" MIN 6" UON NON-STRUCTURAL METAL FAMING, BRACING AS REQUIRED 6" UON SUSPENSION WIRE GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL WALL ANGLE GYPSUM BOARD ? CORNERBEAD FACE OF WALL VARIES NON-STRUCTURAL METAL FRAMING, BRACING AS REQUIRED SUSPENSION WIRE WALL ANGLE GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL SUSPENSION TEE FACE OF WALL PROVIDE WOOD BLOCKING FOR SOFFIT BRACING AS REQUIRED GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL WALL ANGLE 1/2" PLASTIC LAMINATE FILLER PANEL TO MATCH CABINET BELOW SUSPENSION WIRE 1/8" = 1'-0"A1 FIRST FLOOR REFLECTED CEILING PLAN DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. 11/17/2021 5:07:31 PM A151 FIRST FLOOR REFLECTED CEILING PLAN & DETAILS 11/17/2021 21071 Author 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g MA R C H U S K A B R O T H E R S C O N S T R U C T I O N , L L C GENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS LIGHT FIXTURES 1 ACOUSTIC PANEL CEILINGS ARE APC1 UNLESS OTHERWISE NOTED BY CEILING HEIGHT/MATERIAL TAG. 2 LAY-IN ACOUSTIC CEILINGS ARE 8'-6" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 3 GYPSUM SOFFITS AND CEILINGS ARE 8'-0" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 4 CENTER ACOUSTIC CEILING PANELS WITHIN FIELD. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 5 THE EDGE OF ALL CUT TEGULAR PANELS SHALL BE FIELD SHAPED AND PAINTED TO MATCH FABRICATED TEGULAR EDGE. THE CUT EDGE OF ALL PANELS SHALL BE POSITIONED OUT OF VIEW. 6 MOUNT ALL FIXTURES AND DEVICES IN THE CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 7 REFER TO MECHANICAL, ELECTRICAL, FIRE ALARM AND FIRE PROTECTION DRAWINGS FOR FIXTURES NOT SHOWN ON THIS SHEET. COORDINATE LOCATIONS OF FIXTURES NOT SHOWN WITH LAYOUT INDICATED ON THIS SHEET. 8 PROVIDE ACCESS PANELS IN ALL NON-ACCESSIBLE CEILINGS WHERE SERVICE OR ADJUSTMENT TO MECHANICAL, PLUMBING OR ELECTRICAL ITEMS MAY BE REQUIRED. ACCESS PANELS SHALL BE EQUAL TO THE RATING OF THE W ALL OR CEILING IN WHICH THEY OCCUR. PROVIDE COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 9 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P5 UNLESS OTHERWISE NOTED. 10 PAINT CEILING ACCESS PANELS WHERE THEY OCCUR TO MATCH ADJACENT CEILING FINISH. OTHER KEYED REFLECTED CEILING PLAN NOTES 1 NO CEILING KEY PLAN 0'1'2'4'8' 1 1/2" = 1'-0"H1 CEILING DETAIL - APC TO GYPSUM BOARD TO APC - TEGULAR 1 1/2" = 1'-0"H4 CEILING DETAIL - GYPSUM BOARD TO APC - TEGULAR 1 1/2" = 1'-0"H6 CEILING DETAIL - APC AT WALL - TEGULAR 1" = 1'-0"H8 CEILING DETAIL - CEILING TO PLASTIC LAMINATE CASEWORK WRAP 1, TYPICAL * REVISION SCHEDULE NAME DATE CORNER GUARD 7'-0"H U.O.N. (TOP @ 7'-4" AFF). TYPICAL AT ALL OUTSIDE CORNERS. COORDINATE WITH MILLWORK 3101 P1 CP1 RB1 ROOM NUMBER WALL TREATMENT FLOOR TREATMENT BASE TREATMENT ROLLER SHADES HANDRAIL. SEE ELEVATIONS FOR ADDITIONAL INFORMATION P2 ACCENT WALL PAINT COLOR SS1 PL2 WC CT E C MILLWORK FINISH KEY: PL1 WD1 WALL CABINET FINISH COUNTERTO P FINISH COUNTERTOP EDGE TALL OR BASE CABINET FINISH ROOM FINISH KEY: NOTE: REFER TO FINISH SCHEDULE FOR MATERIALS. FLOOR FINISHES SCOPE OF WORK AREA SAW1 TACKBOARD RS1 HR1 RESILIENT WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) B1 CG1 CG2 WALL COVERINGWC1 RIGID VINYL WALL PROTECTION WP1 MDF FEATURE PANEL MP1 GRAPHIC PANELPS1 GLAZING FILMGF1 PULL SIDE * REFER TO ELEVATIONS MATERIAL FINISH KEY: NOT ALL MAY APPLY PORCELAIN FLOOR TILE, PT1 LUXURY VINYL TILE, LVT1 LUXURY VINYL TILE, LVT2 SEALED CONCRETE, SC CARPET TILE, CPT1 CARPET TILE, CPT2 SCHED. OFFICE (2) B1 P1 CPT1 224 EXAM B1 P1 LVT1 220 SPECIALTY EXAM B1 P1 LVT1 218 SPECIALTY EXAM B1 P1 LVT1 209 EXAM B1 P1 LVT1 211 SPECIALTY EXAM B1 P1 LVT1 215 MED B1 P1 LVT1 316 SOILED B1 P1 LVT1 318 EXAM B1 P1 LVT1 222 EXAM B1 P1 LVT1 213 SHARED OFFICE (2) B1 P1 CPT1 232 EXAM B1 P1 LVT1 228 SPECIALTY EXAM B1 P1 LVT1 226 SPECIALTY EXAM B1 P1 LVT1 217 TYP. EXAM TYPE 1 B1 P1 LVT1 219 MGR. OFFICE (2) B1 P1 CPT1 223 CLEAN B1 P1 LVT1 310 NURSING B1 P1 LVT1 312 EXAM B1 P1 LVT1 230 EXAM B1 P1 LVT1 221 POINT-OF -CARE WORK B1 P1 LVT1 240 EXAM B1 P1 LVT1 236 SPECIALTY EXAM B1 P1 LVT1 234 SPECIALTY EXAM B1 P1 LVT1 225 EXAM B1 P1 LVT1 227 BEH. HEALTH /CONSULT B1 P1 LVT1 231 NURSING B1 P1 LVT1 308 EXAM B1 P1 LVT1 238 EXAM B1 P1 LVT1 229 SPECIALTY EXAM B1 P1 LVT1 233 EXAM B1 P1 LVT1 235 BEH. HEALTH /CONSULT B1 P1 LVT1 239 EQUIP. B1 P1 LVT1 306 EXAM B1 P1 LVT1 237 VITALS / NURSE VISIT B1 P1 LVT1 216 EXAM B1 P1 LVT1 212 SPECIALTY EXAM B1 P1 LVT1 210 SPECIALTY EXAM B1 P1 LVT1 201 TYP. EXAM TYPE 2 B1 P1 LVT1 203 SPECIALTY EXAM B1 P1 LVT1 207 NURSING B1 P1 LVT1 320 EXAM B1 P1 LVT1 214 EXAM B1 P1 LVT1 205 SPECIALTY EXAM B1 P1 LVT1 202 EXAM B1 P1 LVT1 204 ECHO (CARDIO) B1 P1 LVT1 208 EQUIP. B1 P1 LVT1 322 EXAM B1 P1 LVT1 206 CLEAN /EQUIP B1 EP1 LVT1 411 SOILED B1 EP1 LVT1 409 BLOOD DRAW B1 P1 LVT1 405 BLOOD DRAW B1 P1 LVT1 407 STAFF BREAK B1 P1 LVT1 410 STAFF TLT CT2 P1 CT1 410T LAB WORKROOM B1 P1 LVT1 404 BLOOD DRAW B1 P1 LVT1 406 PATIENT TLT PT2 P1 PT1 108T PATIENT TLT PT2 P1 PT1 112T PATIENT TLT PT2 P1 PT1 113TPUBLIC TLT PT2 P1 PT1 111T EVS B1 P1 LVT1 408 PATIENT TLT PT2 P1 PT1 401T CONFERENCE (18) B1 P1 CPT1 114 BLDG. STORAGE B1 P1 LVT1 304 REVENUE OFFICE (2) B1 P1 CPT1 302 MECHANICAL B1 P1 SC 315 PROVIDER OFFICE (2) B1 P1 CPT1 311 STAFF SHOWER PT2 EP1 PT1 309 STAFF BREAK B1 P1 CPT1 307 PROVIDER OFFICE (2) B1 P1 CPT1 305 DATA B1 P1 LVT1 313 PROVIDER OFFICE (2) B1 P1 CPT1 319 BLDG. STORAGE B1 P1 LVT1 321 PROVIDER OFFICE (2) B1 P1 CPT1 317 EVS B1 EP1 LVT1 325 ELEC B1 P1 SC 315A PUBLIC TLT PT2 P1 PT1 107T TYPICAL PATIENT TLT PT2 P1 PT1 109T PROVIDER OFFICE (2) B1 P1 CPT1 326 SPECIMEN TLT PT2 P1 PT1 324T VITALS /NURSE VISIT B1 P1 LVT1 110 ADMIN. OFFICE (2) B1 P1 CPT1 301 BUILDING STORAGE B1 P1 LVT1 303 STAFF TLT PT2 P1 PT1 323T VESTIBULE B1 P1 CPT2 100 COPY /SUPPLY B1 P1 CPT1 105 COPY /SUPPLY B1 P1 CPT1 106 CONF. STOR B1 P1 CPT1 115 1 2 3 4 5 6 7 81.5 A B C D F OUTPATIENT LAB WAITING (8) B1 P1 LVT1 401 E J WP1 PT1 PT1 PT1 PT1 PT1 2' - 2" 2' - 6" P3 P3 P3 PT1 PT1 2' - 2" 2' - 2" P3 P3 P3 P3 P2 P2 P2 P2 P4 P4 P4 P4 P4 P4 P4 P4 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP1 PT1 PT1 PT1PT1 WP2WP2 WP2 ALIGN ALIGN WAITING B1 P1 LVT1 101 VESTIBULE B1 P1 CPT2 400 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1CG1 CG1 CG1 CG1 CG1CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1CG1 CG1 CG1 CG1 CG1 CHECK-OUT B1 P1 LVT2 104 CHECK-IN B1 P1 CPT1 102 CHECK-IN B1 P1 CPT1 103 CHECK-IN/ OUT B1 P1 CPT1 402 RS1 RS1 RS1 RS1 RS1 RS1 RS1 RS1 RS1 RS1 WC CT E C - E1 - SS1 WC CT E C PL1 E3 P2 PL3 WC CT E C PL1 E3 PL2 PL3 WC CT E C PL1 E3 PL2 PL3 2 2 1 1 1 1 1 2' - 2" 2' - 2" ALIGN, TYPICAL P3 P2 3 3 3 3 3 3 3 3 3 3 3 3 3 33 3 3 WC CT E C - E1 - SS1 ALIGN, TYPICAL P4 3 3 3 3 2' - 1" 3 33 3 33 3 3 3 3 3 3 3 3 3 3 WC CT E C PL1 E2 PL2 SS1 WC CT E C PL1 E1/E2 PL2 SS1 3 WC CT E C - E2 PL2 SS1 WC CT E C PL1 E2 PL2 SS1 WC CT E C PL1 E2 PL2 SS1 5 4 5 5 5 WC CT E C PL1 E2 PL2 SS1 1 WC CT E C - E2 PL2 SS1 WC CT E C PL1 E1/E2 PL2 SS1 WC CT E C PL1 E3 P2 PL3 6 3 TP1 TP1 RS1 RS1 RS1 RS1 RS1 RS1 TP1 SAW1SAW1 SAW1SAW1 SAW1 SAW1 SAW1 TP1 TP1TP1TP1 TP1TP1 TP1 ALIGN ALIGN, TYP F5 A551 PT1 LVT1 F5 A551 H8 A551 P3 P3 P3 P3 WP2 P3 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P4 WP1 WP1 WP1 P4 WP1 WP1 WP1WP1 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P2 16'-1" 7 7 VD1 VD1 VD1 VD1 VD1VD1 P4 P4 P4 P4 P4 P4 P4 P4 P4 WP3 WP 3 WP3 WP3 WP 3 WP3 CG1 CG1 CG1 CG1 ALL SIDES OF COLUMNS, TYP. CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 ALL SIDES OF COLUMNS, TYP. CG1 CG1 CG1 CG1 CG1 CG1 WP 3 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. 11/17/2021 5:07:45 PM A161 FIRST FLOOR FINISH PLAN 11/17/2021 21071 Author 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g MA R C H U S K A B R O T H E R S C O N S T R U C T I O N , L L C GENERAL FINISH NOTES FINISH LEGEND 1 ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED. 2 ALL HOLLOW METAL FRAMES TO BE PAINTED P6 UNLESS OTHERWISE NOTED. 3 ALL GYPSUM BOARD SOFFITS AND CEILINGS TO BE PAINTED P5 UNLESS OTHERWISE NOTED. REFER TO REFLECTED CEILING PLANS FOR ADDITIONAL CEILING FINISH INFORMATION. 4 REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION AND CLARIFICATION ON EXTENT OF FINISH MATERIALS. 5 ALIGN FLOOR TILE GROUT LINES WITH WALL TILE GROUT LINES. 6 ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISE NOTED. 7 TILE AND PLANK FLOORING UNITS SHALL NOT BE CUT LESS THAN 6” ON ANY EDGE. 8 EXTEND ALL FINISHES UNDER CABINETS, BENCHES, SHELVING, COUNTERTOPS AND LAVATORIES. 9 ALL UNDER-COUNTER SUPPORT BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR. 10 ALL COVER PLATES, SWITCHES, OUTLETS, RECEPTACLES AND DEVICES TO BE WHITE UNLESS OTHERWISE NOTED. 11 CONTRACTOR SHALL BE RESPONSIBLE FOR ALLOWING FOR DELIVERY LEAD TIMES FOR ALL FABRICS AND OTHER CUSTOM FINISHES WITHIN THE CONSTRUCTION SCHEDULE. ALL DELIVERY TIMES MUST BE CONFIRMED, AND ANY EXCESSIVE LEAD TIME MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY TO ALLOW FOR RESPECIFICATION IF NECESSARY. 12 PROVIDE ARCHITECT WITH A MINIMUM OF (3) 8" X 10" BRUSH-OUTS OF EACH COLOR & FINISH FOR ARCHITECT'S APPROVAL AT LEAST 2 WEEKS PRIOR TO SITE APPLICATION. ONSITE APPLICATION WILL BE REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL. ARCHITECT RESERVES THE RIGHT TO ADJUST ANY COLOR/FINISH ONCE THE WALL TEST HAS BEEN COMPLETE. 13 OUTSIDE CORNERS TO RECEIVE CORNER GUARDS 14 PROVIDE (1) ROBE HOOK MOUNTED AT 5'-6" AFF AND (1) MOUNTED AT 4'-0" AFF AT EACH TOILET ROOM DOOR. CENTER HOOK ON INSIDE OF DOOR. 15 PATTERN NAME, COLOR AND NUMBER FOR EACH MATERIAL ARE GIVEN WHEREVER POSSIBLE ON THE FINISH PLAN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT SO THAT THE CORRECT MATERIAL IS INSTALLED. KEYED FINISH NOTES 1/8" = 1'-0"A1 FIRST FLOOR FINISH PLAN 1 REFER TO ROOM 305 FOR TYPICAL MILLWORK FINISHES 2 REFER TO ROOM 308 FOR TYPICAL MILLWORK FINISHES 3 REFER TO ROOM 203 FOR TYPICAL MILLWORK FINISHES 4 REFER TO ROOM 310 FOR TYPICAL MILLWORK FINISHES 5 (4) PLASTIC LAMINATE ADJUSTABLE SHELVES (REFER TO ELEVATIONS) WITH PVC EDGE BAND, REFER TO COUNTER EDGE DETAIL TYPE E3 6 REFER TO ROOM 307 FOR TYPICAL MILLWORK FINISHES 7 BLACK LIGHT ARTWORK, PROVIDED BY OWNER 0'1'2'4'8' PROJECT NORTH N * REVISION SCHEDULE NAME DATE DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. 11/17/2021 5:07:48 PM A162 FINISH SCHEDULE 11/17/2021 21071 EKT, RJW 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g MA R C H U S K A B R O T H E R S C O N S T R U C T I O N , L L C FINISH SCHEDULE CSI SPECIFICATION SECTION CODE BASIS OF DESIGN DESCRIPTION COLOR/STYLE TYPICAL LOCATIONS 064116 - PLASTIC LAMINATE FACED ARCHITECTURAL CABINETS 064116 - PLASTIC LAMINATE FACED ARCHITECTURAL CABINETS PL1 WILSONART HIGH PRESSURE PLASTIC LAMINATE COLOR: LINEN D427-60 MATTE FINISH UPPER CABINETS 064116 - PLASTIC LAMINATE FACED ARCHITECTURAL CABINETS PL2 WILSONART HIGH PRESSURE PLASTIC LAMINATE COLOR: MANITOBA MAPLE 7911 MATTE FINISH BASE CABINETS, REGISTRATION DESK FRONT PANEL 081113 - HOLLOW METAL DOORS AND FRAMES 081113 - HOLLOW METAL DOORS AND FRAMES HM CECO DOOR PRODUCTS, SERIES SQ (EQUAL), SU (UNEQUAL) & SC (CASED) KNOCK-DOWN FRAMES, EXTRA HEAVY DUTY, METAL STUD "Z" ANCHORS 16 GA COLD ROLLED STEEL INTERIOR DOOR FRAMES 081416 - FLUSH WOOD DOORS 081416 - FLUSH WOOD DOORS WD MASONITE ARCHITECTURAL, ASPIRO SERIES STRUCTURAL COMPOSITE LUMBER CORE, GRADE A FACE, METAL VISION FRAMES 1-3/4" THICK, WOOD VENEER WITH MATCHING EDGES INTERIOR DOORS 093013 - PORCELAIN TILE 093013 - PORCELAIN TILE EG1 LATICRETE SPECTRALOCK PRO PREMIUM GROUT EPOXY GROUT 60 DUSTY GREY ALL TILE LOCATIONS 093013 - PORCELAIN TILE 12X24 093013 - PORCELAIN TILE 12X24 PT1 CERAMIC TECHNICS LTD LARGE FORMAT TILE COLLECTION: SIENNA FOSSIL STONE/ COLOR: GRIGIO/ SIZE: 12"X24"TOILET ROOM FLOOR AND HALF-HEIGHT ON WET WALL 093013 - PORCELAIN TILE WALL BASE 093013 - PORCELAIN TILE WALL BASE PT2 CERAMIC TECHNICS LTD 6" HIGH TILE BASE COLLECTION: SIENNA FOSSIL STONE/ COLOR: GRIGIO/ SIZE: 6" HIGH ALIGN WITH FLOOR TILE TOILET ROOMS WALL BASE 095113 – ACOUSTICAL PANEL CEILINGS 095113 – ACOUSTICAL PANEL CEILINGS APC1 OWA OWACOUSTIC PREMIUM OCTAVE 85 HUMANCARE 24 X 48 X 5/8" RE 15/16"TYPICAL 096513 - RESILIENT BASE 096513 - RESILIENT BASE B1 TARKETT 4" COVE WALL BASE COLOR: MOON ROCK W TYPICAL, UON 096519 – LUXURY VINYL TILE 096519 – LUXURY VINYL TILE LVT1 KARNDEAN LUXURY VINYL TILE COLOR: BLEACHED GRAY WALNUT WP329/ STYLE: OPUS SIZE 36"X 6"WHERE NOTED ON PLAN 096519 – LUXURY VINYL TILE LVT2 KARNDEAN LUXURY VINYL TILE TENEBRA WALNUT WP330/ STYLE: OPUS SIZE: 36"X6"WHERE NOTED ON PLAN 096813 – TILE CARPETING 096813 – TILE CARPETING CPT1 INTERFACE CARPET CARPET TILE AERIAL COLLECTION AE310, COLOR: 104625 GREIGE, NON DIRECTIONAL INSTALL OFFICES, CONFERENCE ROOM 096813 – TILE CARPETING CPT2 INTERFACE CARPET WALK-OFF CARPET CARPET TILE STEP REPEAT COLLECTION SR899 COLOR 104940 IRON, MONOLITHIC INSTALL VESTIBULES 098433 - SOUND ABSORBING WALL UNIT 098433 - SOUND ABSORBING WALL UNIT SAW1 CARNEGIE XOREL 2" THICK ACOUSTICAL PANEL COLOR: 905/ STYLE: NEXUS 6425 REFER TO FINISH PLAN 099123 – INTERIOR PAINTING 099123 – INTERIOR PAINTING P1 SHERWIN WILLIAMS INTERIOR LATEX PAINT, MPI GLOSS LEVEL 3, TWO COATS COLOR: SW 7014 EIDER WHITE TYPICAL, UON 099123 – INTERIOR PAINTING P2 SHERWIN WILLIAMS INTERIOR LATEX PAINT, MPI GLOSS LEVEL 3, TWO COATS COLOR: BM 822 RIVIERA AZURE ACCENT BLUE 099123 – INTERIOR PAINTING P3 SHERWIN WILLIAMS INTERIOR LATEX PAINT, MPI GLOSS LEVEL 3, TWO COATS COLOR: BM 449 SERENE BREEZE ACCENT GREEN 099123 – INTERIOR PAINTING P4 SHERWIN WILLIAMS INTERIOR LATEX PAINT, MPI GLOSS LEVEL 3, TWO COATS COLOR: SW 7065 ARGOS ACCENT WARM GRAY 099123 – INTERIOR PAINTING P5 SHERWIN WILLIAMS INTERIOR LATEX PAINT FLAT, MPI GLOSS LEVEL 1, TWO COATS, COLOR: SW 7007 CEILING BRIGHT WHITE TYPICAL, UON 099123 – INTERIOR PAINTING EP1 SHERWIN WILLIAMS INTERIOR LATEX SEMI-GLOSS, MPI GLOSS LEVEL 5 COLOR: SW 7014 EIDER WHITE TOILET/ SHOWER ROOM WALLS 099123 – INTERIOR PAINTING P6 SHERWIN WILLIAMS WATER-BASED LIGHT INDUSTRIAL COATING SYSTEM FOR STEEL SUBSTRATES PRIME COAT, INTERMEDIATE COAT, TOPCOAT, INTERIOR WATER-BASED SEMI-GLOSS MPI GLOSS LEVEL 5 COLOR: SW 7047 PORPOISE DOOR FRAMES 101100 - VISUAL DISPLAY UNITS 101100 - VISUAL DISPLAY UNITS VD1 CLARIDGE PRODUCTS MARKERBOARDS COLOR: WHITE AND SATIN FRAME/ STYLE: SERIES 3 SIZE: 4'-0" X 4'-0"NURSE, BLOOD DRAW 101100 - VISUAL DISPLAY UNITS TP1 CARNEGIE XOREL 5/8" WRAPPED TACK PANEL COLOR: 905/ STYLE: NEXUS 6425 REFER TO FINISH PLAN 102123 - CUBICLE CURTAINS 102123 - CUBICLE CURTAINS CC1 MAHARAM CUBICAL CURTAINS COLOR:005 SHALLOW STYLE: IMMERSE 511505 WHERE NOTED 102123 - CUBICLE CURTAINS CT1 GENERAL CURTAIN TRACK CUBICAL CURTAIN TRACK GENERAL CARRIER 1062N, SURFACE MOUNTED ALUMINUM TRACK TYPICAL, UON 102600 - WALL AND DOOR PROTECTION 102600 - WALL AND DOOR PROTECTION CG1 INPRO CORPORATION CORNER GUARD COLOR: GALA 0380, FULL HEIGHT UON ALL OUTSIDE CORNERS UON 102600 - WALL AND DOOR PROTECTION WP1 INPRO CORPORATION WALL PROTECTION COLOR: GALA 0380 / STYLE: PALLADIUM RIGID SHEET .040 VELVET TEXTURE, 48" HIGH REFER TO FINISH PLAN 102600 - WALL AND DOOR PROTECTION WP2 INPRO CORPORATION FLEXIBLE WALL PROTECTION COLOR: CLARITY COOL BREEZE RC-CLA-R812/ STYLE: RICOCHET, FULL HEIGHT REFER TO FINISH PLAN 102600 - WALL AND DOOR PROTECTION WP3 INPRO CORPORATION 12" RUB RAIL COLOR: GALA 0380 REFER TO FINISH PLAN 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES M1 BRADLEY CORPORATION MIRROR UNIT CHANNEL FRAMED MIRROR STAINLESS STEEL 781 SIZE 24"W X 36"H REFER TO ELEVATIONS 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES H1 BRADLEY CORPORATION HOOK SINGLE-PRONG UNIT, CONCEALED MOUNTING, POLISHED CHROME, MODEL 911 TOILET DOORS, OFFICE DOORS, EXAM ROOMS, LAB WAITING 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES T1 BRADLEY CORPORATION TOILET TISSUE DISPENSER DIPLOMAT TOILET PAPER DISPENSER, SURFACE MOUNTED MODEL 5A10 TOILET ROOMS 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES SH1 BRADLEY CORPORATION SHOWER SEAT 9591 PHENOLIC SHOWER SEAT STAFF SHOWER 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES SHC1 BRADLEY CORPORATION SHOWER CURTAIN ROD, HANGERS & CURTAIN 9539 60" CONCEALED MOUNTING STAINLESS STEEL SHOWER CURTAIN ROD 1-1/4" DIA, 9540 CURTAIN HOOKS, 9537 WHITE ANTIMICROBIAL SHOWER CURTAIN STAFF SHOWER 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES SP1 BRADLEY CORPORATION SHOWER SOAP DISH 921-60 CHROME PLATED SURFACE MOUNTED DIE CAST SOAP DISH WITH DRAIN HOLES STAFF SHOWER 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES PASS1 BRADLEY CORPORATION SPECIMEN PASS-THRU TWO-SIDED, SELF-CLOSING, INTERLOCKING DOORS BOTH SIDES, STAINLESS STEEL, TUMBLER LOCKSET LAB WORKROOM 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES GLOVE1 HEALTH CARE LOGISTICS, INC. GLOVE BOX HOLDERS TRIPLE BOX HOLDER WITH DIVIDERS, KEYHOLE SLOTS FOR MOUNTING VERTICALLY WHERE SHOWN 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES D1 KOALA KARE PRODUCTS; BOBRICK DIAPER-CHANGING STATION SURFACE MOUNTED, HDPE IN MANUFACTURERS STANDARD COLOR, PROVIDE BUILT-IN DISPENSER FOR DISPOSABLE SANITARY LINERS PUBLIC TOILET ROOMS 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES G1 BRADLEY CORPORATION GRAB BARS STAINLESS STEEL, 0.05 INCH THICK, 1-1/2" OUTSIDE DIAMETER, CONFIGURATION AS SHOWN ON PLANS TOILET ROOMS, TYPICAL 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES SHELF1 INTERMETRO INDUSTRIES, SUPER ERECTA SHELF POST-TYPE MOUNT, ADJUSTABLE SHELVES 14" DEEP, TYPE 304 STAINLESS STEEL WHERE SHOWN ON ELEVATIONS 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES SHELF2 KNAPE & VOGT, SERIES 82 WALL STANDARDS SERIES 182 BRACKETS FOR 16" DEEP SHELVING, WITH ACCESSORIES ALMOND WHERE SHOWN ON ELEVATIONS 104413 - FIRE PROTECTION CABINETS 104413 - FIRE PROTECTION CABINETS FE1 GUARDIAN FIRE EQUIPMENT, INC.; 1800 SERIES FIRE-PROTECTION CABINET RECESSED CABINET, TRIMLESS WITH HIDDEN FLANGE, STEEL SHEET, VERTICAL DUO PANEL WITH FRAME, FULLY-TEMPERED GLASS, COLOR WHITE WHERE SHOWN ON PLANS 122413 – ROLLER WINDOW SHADES 122413 – ROLLER WINDOW SHADES RS1 MECHO SHADE ROLLER WINDOW SHADES COLOR: SILVER BIRCH 0969, 0950 SERIES, 1% OPENNESS/ STYLE: MECHO 5 STANDARD BRACKET MOUNT INSIDE WINDOW FRAME REFER TO FINISH PLAN 123623 – PLASTIC LAMINATE CLAD COUNTERTOPS 123623 – PLASTIC LAMINATE CLAD COUNTERTOPS PL3 WILSONART HIGH PRESSURE PLASTIC LAMINATE COLOR: MISTED ZEPHYR 4843-60 MATTE FINISH WORK SURFACES 123661 - SOLID SURFACE COUNTERTOPS 123661 - SOLID SURFACE COUNTERTOPS SS1 CORIAN SOLID SURFACE COLOR: DOVE COUNTERS WITH SINKS 123661 - SOLID SURFACE COUNTERTOPS SS2 CORIAN SOLID SURFACE COLOR: GLACIER WHITE STYLE: #5610 INTEGRAL SOLID SURFACE SINK REVISION SCHEDULE NAME DATE FIRST FLOOR 100' -0" TOP / LOW WALL 112' -8" TOP / HIGH WALL 116' -0" FOUNDATION 96' -0" A B C D F GJ SF1 SF1 SF1 SF1 A201 G1 TYPICAL JOINT PATTERN 3' - 4" 4' - 0" 1' - 4" 2' - 0" 3' - 0" 2' - 4" 3' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 0" TYPICAL 30' BAY (VERTICAL PANEL JOINTS) 1' - 0" 6' - 0" 4' - 0" 6' - 0" 6' - 0" 6' - 0" 1' - 0" 4' - 0" 2' - 0" 4' - 0" 4' - 0" 2' - 0" 4' - 0" 4' - 0" 2' - 0" 4' - 0" 6' - 0" 8' - 0" 2' - 0" 8' - 0" 6' - 0" 3' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 0" 2' - 0" 6' - 0" 4' - 0" 6' - 0" 4' - 0" 6' - 0" 2' - 0" ALUMINUM-FRAMED WINDOW ENGINEERED STONE PANEL (ESP-1) ALTERNATE: FIBER CEMENT PANEL (FCP-1) ENGINEERED STONE PANEL (ESP-2) ALTERNATE: FIBER CEMENT PANEL (FCP-2) ENGINEERED STONE PANEL (ESP-1A) ACCENT BAND ALTERNATE: FIBER CEMENT PANEL (FCP-1A) ACCENT FIRST FLOOR 100' -0" TOP / LOW WALL 112' -8" TOP / HIGH WALL 116' -0" FOUNDATION 96' -0" G1 A301 123456781.5 A4 A301 SF1 SF1 SF1 SF1 SF1 SF1 GUTTER SYSTEM. SLOPED MIN. 1/4" PER FOOT. GUTTER DOWNSPOUT. SF9 SF9 8' - 0"8' - 0"8' - 0"8' - 0" 3' - 0"6' - 0"6' - 0"2' - 0"6' - 0"6' - 0"3' - 0" 2' - 0"6' - 0"4' - 0"8' - 0"4' - 0"6' - 0"2' - 0" 5' - 0"2' - 0"4' - 0"4' - 0"2' - 0"4' - 0"4' - 0"2' - 0"5' - 0" 1' - 0"7' - 0"8' - 0"8' - 0"7' - 0"1' - 0" TYPICAL 32' BAY (VERTICAL PANEL JOINTS) ENGINEERED STONE PANEL (ESP-2) ALTERNATE: FIBER CEMENT PANEL (FCP-2) ENGINEERED STONE PANEL (ESP-1) ALTERNATE: FIBER CEMENT PANEL (FCP-1) ENGINEERED STONE PANEL (ESP-1A) ACCENT BAND ALTERNATE: FIBER CEMENT PANEL (FCP-1A) ACCENT 16 ' - 8 " GAS SERVICE METER LOCATION E10 A301 TYPICAL JAMB C10 A301 TYPICAL HEAD A10 A301 TYPICAL SILL FIRST FLOOR 100' -0" TOP / LOW WALL 112' -8" TOP / HIGH WALL 116' -0" FOUNDATION 96' -0" ABCDFG 6' - 0" 2' - 8" 7' - 4" J 6' - 0" 2' - 8" SF1 SF2SF2SF2SF2SF2 SF3 SF4 3' - 4" 8' - 8" 11' - 8" 13' - 8" 16' - 0" ALUMINUM-FRAMED WINDOW ENGINEERED STONE PANEL (ESP-1) ALTERNATE: FIBER CEMENT PANEL (FCP-1) ENGINEERED STONE PANEL (ESP-2) ALTERNATE: FIBER CEMENT PANEL (FCP-2)BUILDING-MOUNTED SIGN LOCATION ENGINEERED STONE PANEL (ESP-1A) ACCENT BAND ALTERNATE: FIBER CEMENT PANEL (FCP-1A) ACCENT 16' - 8" SF10 2' - 0 " 5 ' - 2 " 1 ' - 6 " FIRST FLOOR 100' -0" TOP / LOW WALL 112' -8" TOP / HIGH WALL 116' -0" FOUNDATION 96' -0" G1 A301 1 2 3 4 5 6 7 81.5 SF7 SF8SF6SF5 1' - 6" 5' - 2" 2' - 0" 5' - 2" 2' - 0" TYPICAL 32' BAY (VERTICAL PANEL JOINTS) 1/2 EQ. EQ. EQ. EQ. EQ. 1/2 EQ.3' - 4" 6' - 8" 6' - 8" 3' - 4"3' - 0" 6' - 0" 3' - 0" 5' - 0" 2' - 0" 6' - 0" 3' - 0" 6' - 0" 5' - 0" ALUMINUM-FRAMED STOREFRONT ENGINEERED STONE PANEL (ESP-1) ALTERNATE: FIBER CEMENT PANEL (FCP-1) ENGINEERED STONE PANEL (ESP-2) ALTERNATE: FIBER CEMENT PANEL (FCP-2) ENGINEERED STONE PANEL (ESP-1A) ACCENT BAND ALTERNATE: FIBER CEMENT PANEL (FCP-1A) ACCENT 2' - 4 " 3' - 0 " 2' - 0 " 1' - 4 " 4' - 0 " 3' - 4 " 1' - 0" 6' - 0" TYP. 8" REPEATING PATTERN 2' - 8" 2' - 0" 6' - 0" 4' - 0" 8' - 0" DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. 11/17/2021 5:08:00 PM A201 EXTERIOR ELEVATIONS 11/17/2021 21071 Author 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g MA R C H U S K A B R O T H E R S C O N S T R U C T I O N , L L C 1/8" = 1'-0"E7 WEST ELEVATION 1/8" = 1'-0"C4 NORTH ELEVATION 1/8" = 1'-0"E1 EAST ELEVATION 1/8" = 1'-0"A4 SOUTH ELEVATION EXTERIOR STOREFRONT SCHEDULE Mark Length Unconnected Height Base Offset Area SF1 5' - 4" 5' - 4" 3' - 4" 28 SF SF1 5' - 4" 5' - 4" 3' - 4" 28 SF SF1 5' - 4" 5' - 4" 3' - 4" 28 SF SF1 5' - 4" 5' - 4" 3' - 4" 28 SF SF1 5' - 4" 5' - 4" 3' - 4" 28 SF SF1 5' - 4" 5' - 4" 3' - 4" 28 SF SF1 5' - 4" 5' - 4" 3' - 4" 28 SF SF1 5' - 4" 5' - 4" 3' - 4" 28 SF SF1 5' - 4" 5' - 4" 3' - 4" 28 SF SF1 5' - 4" 5' - 4" 3' - 4" 28 SF SF1 5' - 4" 5' - 4" 3' - 4" 28 SF SF2 8' - 0" 2' - 8" 6' - 0" 21 SF SF2 8' - 0" 2' - 8" 6' - 0" 21 SF SF2 8' - 0" 2' - 8" 6' - 0" 21 SF SF2 8' - 0" 2' - 8" 6' - 0" 21 SF SF2 8' - 0" 2' - 8" 6' - 0" 21 SF SF3 3' - 0" 6' - 8" 2' - 0" 20 SF SF4 10' - 0" 2' - 8" 6' - 0" 27 SF SF5 9' - 0" 8' - 8" 0" 78 SF SF6 66' - 0" 8' - 8" 0" 572 SF SF7 18' - 0" 7' - 2" 0" 129 SF SF8 56' - 7" 8' - 8" 0" 490 SF SF9 4' - 0" 8' - 8" 0" 35 SF SF9 4' - 0" 8' - 8" 0" 35 SF SF9 4' - 0" 8' - 4" 4" 33 SF SF10 6' - 0" 8' - 8" 0" 52 SF Grand total: 26 EXTERIOR PRODUCT AND FINISH SCHEDULE CSI SPECIFICATION SECTION CODE BASIS OF DESIGN DESCRIPTION COLOR/STYLE TYPICAL LOCATIONS 072100 - THERMAL INSULATION 072100 - THERMAL INSULATION BATT JOHNS MANVILLE, FORMALDEHYDE-FREE FIBERGLASS INSULATION KRAFT-FACED AT EXTERIOR, UNFACED AT ALL INTERIOR PARTITIONS EXTERIOR WALL CAVITY, INTERIOR PARTITIONS (SOUND) 072100 - THERMAL INSULATION XPS OWENS CORNING, FOAMULAR EXTRUDED POLYSTYRENE (XPS) RIGID BOARD INSULATION FOUNDATION PERIMETER INSULATION 072723 - BOARD PRODUCT AIR BARRIERS 072723 - BOARD PRODUCT AIR BARRIERS COMPOSITE BOARD HUBER ENGINEERED WOODS LLC, ZIP SYSTEM R-SHEATHING POLYISO FOAM BONDED TO WOOD STRUCTURAL PANEL WITH INTEGRATED AIR AND WEATHER BARRIER EXTERIOR WALL SUBSTRATE 074243 - COMPOSITE WALL PANEL 074243 - COMPOSITE WALL PANEL ESP-1 OMNIS PANELS LLC, PETRARCH ENGINEERED STONE PANELS, 10MM, OPEN JOINT WITH INSECT SCREENING COLOR 011 "PARCHMENT", SMOOTH FINISH EXTERIOR WALL CLADDING 074243 - COMPOSITE WALL PANEL ESP-1A OMNIS PANELS LLC, PETRARCH ENGINEERED STONE PANELS, 10MM, OPEN JOINT WITH INSECT SCREENING COLOR 011 "PARCHMENT", SMOOTH SHOT BLAST FINISH EXTERIOR WALL CLADDING 074243 - COMPOSITE WALL PANEL ESP-2 OMNIS PANELS LLC, PETRARCH ENGINEERED STONE PANELS, 10MM, OPEN JOINT WITH INSECT SCREENING COLOR 672 "ALUMINUM", SMOOTH FINISH EXTERIOR WALL CLADDING 074646 - FIBER-CEMENT SIDING 074646 - FIBER-CEMENT SIDING FCP-1 AMERICAN FIBER CEMENT COMPANY, CEMBRIT (ALTERNATE A1) HIGH DENSITY FIBER-CEMENT PANEL, 5/16" (8MM), OPEN JOINT WITH INSECT SCREENING PATINA COLOR P545 "SAND"EXTERIOR WALL CLADDING 074646 - FIBER-CEMENT SIDING FCP-1A AMERICAN FIBER CEMENT COMPANY, CEMBRIT (ALTERNATE A1) HIGH DENSITY FIBER-CEMENT PANEL, 5/16" (8MM), OPEN JOINT WITH INSECT SCREENING PATINA INLINE (VERTICAL INSTALLATION), COLOR P545 "SAND" EXTERIOR WALL CLADDING 074646 - FIBER-CEMENT SIDING FCP-2 AMERICAN FIBER CEMENT COMPANY, CEMBRIT (ALTERNATE A1) HIGH DENSITY FIBER-CEMENT PANEL, 5/16" (8MM), OPEN JOINT WITH INSECT SCREENING PATINA COLOR P070 "FLINT"EXTERIOR WALL CLADDING 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING POLYISO POLYISOCYANURATE BOARD INSULATION, MINIMUM 2 LAYERS WITH STAGGERED EDGES, TAPERED WHERE REQUIRED ASTM C 1289, TYPE II, CLASS 1, GRADE 2, FELT OR GLASS-FIBER MAT FACER ON BOTH MAJOR SIDES ROOF INSULATION 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING TPO ROOFING CARLISLE SYNTEC SURE-WELD FULLY-ADHERED WITH MANUFACTURER RECOMMENDED ACCESSORIES 60 MIL, WHITE ROOFING 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING VAPOR RETARDER SELF-ADHERING-SHEET, POLYETHYLENE FILM 40 MIL MINIMUM UNDER TPO ROOFING 077100 - ROOF SPECIALTIES 077100 - ROOF SPECIALTIES ROOF EDGE CARLISLE SECUREDGE 200 SERIES SECUREDGE 200 SNAP-ON FASCIA, 6-3/4" FACE HEIGHT COLOR TO MATCH ESP / FCP ROOF EDGE 084113 - ALUMINUM FRAMED ENTRANCES AND STOREFRONTS 084113 - ALUMINUM FRAMED ENTRANCES AND STOREFRONTS AL EFCO ALUMINUM ENTRANCE DOOR DESIGN MODEL D302 MEDIUM STILE, ANODIZED ALUMINUM/CLEAR FINISH ALL ALUMINUM ENTRANCES UNLESS OTHERWISE NOTED 084113 - ALUMINUM FRAMED ENTRANCES AND STOREFRONTS AS1 EFCO ALUMINUM FRAMED STOREFRONTS DESIGN MODEL 406XT, ANODIZED ALUMINUM/CLEAR FINISH ALL STOREFRONT UNLESS OTHERWISE NOTED 088000 - GLAZING 088000 - GLAZING GL1 VITRO ARCHITECTURAL GLASS SOLARBAN 67 (2) CLEAR + CLEAR, 0.29 SHGC 1" INSULATED GLAZING UNIT, CLEAR FLOAT GLASS TYPICAL EXTERIOR GLAZING EXCEPT WHERE SAFETY GLAZING REQUIRED 088000 - GLAZING GL2 VITRO ARCHITECTURAL GLASS SOLARBAN 67 (2) CLEAR + CLEAR, 0.29 SHGC 1" INSULATED GLAZING UNIT, TEMPERED FLOAT GLASS REFER TO SAFETY GLAZING CHART ON A601 FOR LOCATIONS REQURIED 088000 - GLAZING GL3 VITRO ARCHITECTURAL GLASS GLAZING 1/4" TEMPERED TYPICAL INTERIOR GLAZING 1/2" = 1'-0"G1 TYPICAL SIDING PANEL LAYOUT (ESP-1, FCP-1)REVISION SCHEDULE NAME DATE ED EEEDEDED D ED EDD E EEEEEE DEE E E E D EEEEEEDDDDDDD EE S EE E E E E E E S E E E ED ED ED EDE E E E E EDE E E ED D E TVE D EED EED EDE EE S E E EE E E INTERIOR ELEVATION NOTES: 1. ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED. 2.REFER TO INTERIOR ELEVATIONS FOR MATERIAL OF BASE AND WALL CABINETS, CABINET DRAWERS, CABINET DOORS, COUNTERTOPS, COUNTERTOP EDGES, SIDESPLASHES AND BACKSPLASHES 3.REFER TO INTERIOR ELEVATIONS FOR LOCATION OF LOCKS 4.REFER TO FINISH SCHEDULE FOR BASE MATERIAL 5. OUTLETS, SWITCHES, THERMOSTATS, ALARMS, ETC. SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR FULL SCOPE. 6. PROVIDE 1' -0" TALL BY 5' -0" WIDE (UON) BLOCKING FOR ALL WALL MOUNTED EQUIPMENT AND ACCESSORIES 302M 14" 32" 32" 302M 14" 32" 32" 302M 14" 32" 30" 904 24" 34" 16" 4' - 0" 2' - 10" FLOOR MODEL COPY/ PRINTER, OFOI WALL BASE AS SCHEDULED A9 A551 2' - 4" EQ EQ EQ 302M 14" 24" 30" 302M 14" 24" 30" 302M 14" 24" 30" 302M 14" 24" 30" 12' - 0" 1"3" 212 24" 34" 30" 2' - 10" COUNTERTOP SUPPORT BRACKET WORK STATION, OFOI END PANEL A10 A551 2' - 4" 302M 14" 24" 36" 212 24" 34" 30" 3' - 0" 6'-4" 5'-9 1/4" COUNTERTOP SUPPORT BRACKET WORK STATION, OFOI 2' - 10" ALIGN A9 A551 2' - 4" 302M 14" 24" 30" 302M 14" 24" 36" 302M 14" 24" 36" 302M 14" 32" 36" 301M 14" 32" 16" 155M 24" 34" 36" 3' - 6" EQEQEQ COUNTERTOP SUPPORT BRACKET GLOVE BOX DISPENSER, OFCI 6' - 0" PAPER-TOWEL DISPENSER, OFCI SOAP DISPENSER, OFCI SPECIMENT PASS-THRU UNDER COUNTER REFRIGERATOR, OFOI 2' - 10" A9 A551 WALL PROTECTION, WP1 PROVIDE KEYED LOCKS, TYPICAL 212 24" 34" 32" 6' - 5" WORK STATION, OFOI MICROSCOPE, OFOI WALL BASE AS SCHEDULED 2' - 10" A9 A551 155M 24" 34" 36"212 24" 34" 32" 155M 24" 34" 36"211 24" 34" 18" 301MP 14" 32" 18" 301M 14" 32" 14" 302M 14" 24" 32" 302M 14" 24" 32" 301M 14" 32" 19" 301M 14" 32" 18" 301MP 14" 32" 18" EYE WASH AT SINK PAPER-TOWEL DISPENSER, OFCI GLOVE BOX DISPENSER, OFCI UNDER-COUNTER REFRIGERATOR, OFOI PAPER-TOWEL DISPENSER, OFCI SOAP DISPENSER, OFCI SOAP DISPENSER, OFCI 2' - 10" 1' - 8" 8" CONTINUOUS WOOD BLOCKING 3'-2"9' - 4" 4' - 6" 2' - 8" 2' - 10" SOAP DISPENSER, OFCI PAPER-TOWEL DISPENSER, OFCI WALL-MOUNTED POST-TYPE MOUNT WIRE SHELVING WALL BASE AS SCHEDULED155M 24" 34" 36" EQ EQ EQ EQ COUNTERTOP SUPPORT BRACKET A10 A551 (4) PLASTIC LAMINATE ADJUSTABLE SHELVES 7'-0" HAND-SANITIZER DISPENSER, OFCI 302M 14" 32" 32" 301M 14" 32" 14" 301MP 14" 32" 18" 152 24" 34" 32" 904 24" 34" 16" 211 24" 34" 16" (4) PLASTIC LAMINATE ADJUSTABLE SHELVES 7' - 0" PAPER-TOWEL DISPENSER, OFCI SOAP DISPENSER, OFCI 2' - 10" 1' - 8" PROVIDE KEYED LOCKS, TYPICAL 302M 14" 32" 32" 302M 14" 24" 32" 301M 14" 24" 14" 302M 14" 24" 32" 212 24" 34" 32"230 24" 34" 14" 152 24" 34" 32" 212 24" 34" 32"REFRIGERATOR, OFOI PAPER-TOWEL DISPENSER, OFCI SOAP DISPENSER, OFCI 2' - 8 1/8" 2' - 10" 2' - 4" H3 A551 3' - 3" D3 A551 LAMINATE LOCKERS. BASIS-OF-DESIGN: HOLLMAN LAMINATE 12"W X 18" D X 60"H MODEL B1, SMOOTH LAMINATE DESIGNER WHITE, WHITE MELAMINE INTERIOR 8' - 0" A D A A D A 301M 14" 32" 24" 2'-0" 2' - 10" REFRIGERATOR, OFOI FREEZER, OFOI 3'-6" 2'-10" COUNTERTOP SUPPORT BRACKET 1' - 8" A10 A551 301M 14" 32" 18" 302M 14" 32" 32" 301MP 14" 32" 18" 301M 14" 32" 14" 152 24" 34" 32" 2'-9"2' - 9" 212 24" 34" 32" 904 24" 34" 18" REFRIGERATORS, OFOI PAPER-TOWEL DISPENSER, OFCI SOAP DISPENSER, OFCI 2' - 10" 1' - 8" 302M 14" 32" 36" 302M 14" 32" 36" 302M 14" 32" 36" 302M 14" 32" 36" 6'-10 1/2" H1 A551 2' - 6" EQEQEQEQEQEQEQEQ1' - 0" WORKSTATIONS, OFOI PEDESTAL FILES, OFOI TACK PANEL, TP1 ACOUSTICAL PANEL, SAW1 6' - 9 1/32" 2' - 0" 302M 14" 32" 32"302M 14" 32" 32" 212 24" 34" 32" 212 24" 34" 32" 230 24" 34" 16" 904 24" 34" 16" DESKTOP PINTER, OFOI 9'-5 1/2" EQ4' - 0"EQ 3' - 2" 4' - 0" MARKER BOARD, VD1 2' - 10" 1' - 8" 6' - 0" 8'-2 1/2" 5'-6" 8'-9" WALL MOUNTED TELEVISION, OFCI CONTINUOUS WOOD BLOCKING MEDIA CONSOLE, OFOI 302M 14" 32" 36" 302M 14" 32" 36" 302M 14" 32" 32" 302M 14" 32" 32" EQ EQ EQ EQ TACK PANEL, TP1 2' - 6" H1 A551 2' - 0" 402 24" 86" 36" 302M 14" 32" 36" 302M 14" 32" 36" 302M 14" 32" 32" EQ EQ EQCOUNTERTOP SUPPORT BRACKET TACK PANEL, TP1 H1 A551 2' - 6" 2' - 0" (4) PLASTIC LAMINATE ADJUSTABLE SHELVES WALL BASE AS SCHEDULED 2' - 10" 2' - 1" 2' - 1" (3) PLASTIC LAMINATE ON 5/8" PARTICLE BOARD (PL1) ADJUSTABLE SHELVES 5' - 0" PREFABRICATED SHOWER UNIT, REFER TO PLUMBING DRAWINGS SHOWER CURTAIN, OFOI 3' - 4" 1' - 6"1' - 3" MIRROR UNIT, M1 PAPER-TOWEL DISPENSER, OFCI SOAP DISPENSER, OFCI GRAB BARS, G1 2' - 10" TOILET TISSUE DISPENSER, T1 GRAB BARS, G1 2' - 6" 2' - 7" 5' - 5" 5"3' - 0" 10'-6" A7 A402 Sim 1'-5 3/4" 1'-6" A7 A402 TYP PLASTIC LAMINATE GRAIN DIRECTION, TYPICAL WALL BASE AS SCHEDULED2' - 6"HI-LOW DRINKING FOUNTAIN HI-LOW DRINKING FOUNTAIN 2' - 6"WALL BASE AS SCHEDULED 5' - 5" 2' - 7" 3' - 0"5 5/8" 6 5/8"3' - 0" 5' - 5" 2' - 7" 3' - 4 " 4 ' - 0 " WALL BASE AS SCHEDULED DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. 11/17/2021 5:08:21 PM A251 INTERIOR ELEVATIONS 11/17/2021 21071 Author 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g MA R C H U S K A B R O T H E R S C O N S T R U C T I O N , L L C 1/4" = 1'-0"C11 COPY/ SUPPLY - TYPICAL 1/4" = 1'-0"C1 LAB WORKROOM - WEST 1/4" = 1'-0"C3 LAB WORKROOM - EAST 1/4" = 1'-0"C5 LAB WORKROOM - SOUTH 1/4" = 1'-0"C7 POINT-OF-CARE WORK - NORTH 1/4" = 1'-0"C9 POINT-OF-CARE WORK - SOUTH 1/4" = 1'-0"G11 SOILED - SOUTH 1/4" = 1'-0"E4 CLEAN - NORTH 1/4" = 1'-0"E6 CLEAN - SOUTH 1/4" = 1'-0"E8 STAFF BREAK - WEST 1/4" = 1'-0"E9 STAFF BREAK - EAST 1/4" = 1'-0"G3 MED ROOM - NORTH 1/4" = 1'-0"G4 MED ROOM - SOUTH 1/4" = 1'-0"G6 NURSING - NORTH 1/4" = 1'-0"G8 NURSING - SOUTH 1/4" = 1'-0"E10 CONFERENCE - NORTH 1/4" = 1'-0"H1 TYPICAL PROVIDER OFFICE - WEST 1/4" = 1'-0"H2 TYPICAL PROVIDER OFFICE - EAST 1/4" = 1'-0"H9 TYPICAL EQUIPMENT - SOUTH & WEST 1/4" = 1'-0"H4 STAFF SHOWER - NORTH 1/4" = 1'-0"H6 STAFF SHOWER - EAST 1/4" = 1'-0"H8 STAFF SHOWER - SOUTH 1/4" = 1'-0"G1 OUTPATIENT LAB CHECK-IN - NORTH 1/4" = 1'-0"E1 OUTPATIENT LAB CHECK-IN/ CHECK-OUT - EAST 1/4" = 1'-0"A1 WAITING - NORTH 1/4" = 1'-0"A2 WAITING - SOUTH REVISION SCHEDULE NAME DATE EWS EWS EW S FIRST FLOOR 100' -0" TOP / LOW WALL 112' -8" FOUNDATION 96' -0" A BELOW TOP OF SLAB 2' - 0" MINIMUM 2" EXTRUDED POLYSTYRENE INSULATION (XPS) BELOW GRADE MINIMUM R-10 A301 A1 FOUNDATION WALL AND FOOTING. REFER TO STRUCTURAL DRAWINGS 2X6 WOOD-FRAMED EXTERIOR WALL. REFER TO STRUCTURAL DRAWINGS 8' - 8" EWS-1 10' - 6 1/2" 2X6 WOOD-FRAMING AT 16" O.C. TO SUPPORT FASCIA AND SOFFIT 1' - 0" 3/4" PLYWOOD SUBSTRATE WITH SMOOTH, NON-VENTED FIBER CEMENT SOFFIT 1'-2" +/- 0.027" ALUMINUM FASCIA WITH PAC-CLAD KYNAR FINISH 6"H ALUMINUM GUTTER SYSTEM WITH GUTTER SCREEN AND DOWNSPOUT. BOD: K&M SHEET METAL, 0.032" ALUMINUM WITH PAC-CLAD KYNAR FINISH LAP EAVE FLASHING INTO GUTTER MEMBRANE FLASHING METAL FLASHING, UNDER VERTICAL MEMBRANE, OVER FOUNDATION INSULATION, WITH INSECT SCREENING CEMENTITIOUS PARGING SLOPE GRADE AWAY FROM WALL EXTRUDED-POLYSTYRENE BOARD INSULATION ABOVE GRADE 6" MIN EWS-1 8 1/4" 6" SILL SEALER, TYPICAL FIRST FLOOR 100' -0" TOP / LOW WALL 112' -8" TOP / HIGH WALL 116' -0" FOUNDATION 96' -0" ABCDFGJ MIN. 1/4" PER FOOT SLOPE +7.5" +/- +15" +/-+20.5" +/- A301 A4 PROVIDE FLASHING AND SEALANT BOTH TOP AND BOTTOM TO SEAL BETWEEN CANOPY AND BUILDING VESTIBULES EXTEND WALLS TO UNDERSIDE OF ROOF DECK, TYPICAL. INFILL ALL GAPS AND OPENINGS WITH SOUND BATTS IN ORDER TO MAINTAIN ACOUSTIC SEPARATION BETWEEN SPACES. ALUMINUM STOREFRONT WOOD BLOCKING BACKER ROD AND SEALANT REFER TO FINISH PLANS FOR LOCATIONS OF REQUIRED GYPSUM BOARD MEMBRANE FLASHING SEALANT, ENTIRE PERIMETER BOX HEADER. SEE STRUCTURAL DRAWINGS. RIGID POLYISOCYANURATE INSULATION. ALUMINUM TRIM AT HEAD AND JAMBS AT WINDOW OPENING 1/2" 1/2" SOLID SURFACE WINDOW STOOL SEALANT SEALANT SEALANT BACK ROD AND SEALANT METAL CLEAT 2" ALUMINUM SILL ALUMINUM STOREFRONT. ALIGN FACE OF GLAZING WITH INSULATION OPEN-CELL SPRAY APPLIED FOAM INSULATION, TYPICAL SILL BELOW ALUMINUM STOREFRONT BACK ROD AND SEALANT ALUMINUM TRIM AT OPENINGS, TYPICAL SOLID SURFACE WINDOW STOOL 1/2" DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. 11/17/2021 5:08:27 PM A301 BUILDING AND WALL SECTIONS 11/17/2021 21071 RJW 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g MA R C H U S K A B R O T H E R S C O N S T R U C T I O N , L L C 3/4" = 1'-0"A4 WALL SECTION @ NORTH FACADE 3" = 1'-0"A1 SLAB ON GRADE AT EXTERIOR WALL - PARGING 1/4" = 1'-0"G1 EAST-WEST BUILDING SECTION 3" = 1'-0"C10 EXTERIOR STOREFRONT HEAD DETAIL 3" = 1'-0"A10 EXTERIOR STOREFRONT SILL DETAIL - MS & FIBER-CEMENT PANEL 3" = 1'-0"E10 EXTERIOR STOREFRONT JAMB DETAIL REVISION SCHEDULE NAME DATE E E E E S E E ED E E E ED S E E E E S E 6 2 2 2 1 203 TYP. EXAM TYPE 2 A401A3 A5 A7 A9 203 CUBICLE CURTAIN AND TRACK WALL BASE AS SCHEDULED 1' - 10" SHARPS CONTAINER, OFCI WALL-MOUNTED DIAGNOSTIC STATION, OFCI PATIENT EXAM TABLE, OFOI 1' - 4"1' - 4"2' - 0"3' - 6" 4' - 0" HAND-SANITIZER DISPENSER, OFCI 301MP 14" 32" 24" 904 24" 34" 16"152 24" 34" 32" 301G 14" 29" 21" SOAP-DISPENSER, OFCI PAPER-TOWEL DISPENSER, OFCI 32 2' - 10" 1' - 8" 10"2' - 6" 4' - 0" WALL-MOUNTED COMPUTER WITH WEBCAB, OFCI, BLOCKING AS REQUIRED, TYPICAL 2' - 9" COAT HOOKS 4 A401 C5 C9 C3 C7 CUBICLE CURTAIN AND TRACK 22 1 2 219 219 TYP. EXAM TYPE 1 301G 14" 29" 21" 301MP 14" 32" 24" 152 24" 34" 32" 904 24" 34" 16" SOAP-DISPENSER, OFCI PAPER-TOWEL DISPENSER, OFCI 2' - 10" 1' - 8" WALL-MOUNTED COMPUTER WITH WEBCAB, OFCI, BLOCKING AS REQUIRED, TYPICAL 2' - 9" 4' - 0" WALL BASE AS SCHEDULED PATIENT EXAM TABLE, OFOI 4' - 0" 2' - 0" 1' - 4"1' - 4" PATIENT EXAM TABLE, OFOI WALL-MOUNTED DIAGNOSTIC STATION, OFCI SHARPS DISPENSER, OFCI HAND-SANITIZER DISPENSER, OFCI 2' - 6"10" COAT HOOKS D 109T TYPICAL PATIENT TLT A401 E5 E7 E3 1' - 6 141/256" 1' - 3" PAPER-TOWEL DISPENSER, OFCI SOAP-DISPENSER, OFCI MIRROR UNIT, M1 1' - 6" 1' - 0" 3' - 4" TOILET SEAT COVER DISPENSER, BASIS-OF- DESIGN: BRADLEY CORP. HIGH CAPACITY SURFACE MOUNT #583 2' - 10" TOILET TISSUE DISPENSER, T1 GRAB BARS, G1 1' - 0" DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. 11/17/2021 5:08:35 PM A401 ENLARGED PLANS, ELEVATIONS AND SECTIONS 11/17/2021 21071 EKT 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g MA R C H U S K A B R O T H E R S C O N S T R U C T I O N , L L C 1/4" = 1'-0"A1 ENLARGED - TYPICAL FLOOR PLAN SPECIALTY CARE EXAM ROOM - TYPE 2 1/4" = 1'-0"A3 TYPICAL SPECIALTY CARE EXAM - WEST 1/4" = 1'-0"A5 TYPICAL SPECIALTY CARE EXAM - NORTH 1/4" = 1'-0"A7 TYPICAL SPECIALTY CARE EXAM - EAST 1/4" = 1'-0"A9 TYPICAL SPECIALTY CARE EXAM - SOUTH 1/4" = 1'-0"C1 ENLARGED - TYPICAL FLOOR PLAN PRIMARY CARE EXAM ROOM - TYPE 1 1/4" = 1'-0"C3 TYPICAL PRIMARY CARE EXAM - WEST 1/4" = 1'-0"C5 TYPICAL PRIMARY CARE EXAM - NORTH 1/4" = 1'-0"C7 TYPICAL PRIMARY CARE EXAM - EAST 1/4" = 1'-0"C9 TYPICAL PRIMARY CARE EXAM - SOUTH 1/4" = 1'-0"E1 ENLARGED - TYPICAL FLOOR PLAN PATIENT TOILET 1/4" = 1'-0"E5 TYPICAL PATIENT TOILET - EAST 1/4" = 1'-0"E7 TYPICAL PATIENT TOILET - SOUTH 1/4" = 1'-0"E3 TYPICAL PATIENT TOILET - NORTH REVISION SCHEDULE NAME DATE DEE E EEDDEE 1'-7" STIFFCLIP CL ANCHOR @ 16" OC (OR APPROVED EQUAL) OPEN CORNER FOR WIRE MANAGEMENT SURFACE MOUNT SUPPORT BRACKET POWER & DATA OUTLETS, SEE ELECTRICAL DRAWINGS RESILIENT BASE (BOTH SIDES) 5'-4" 3'-5" PLASTIC LAMINATE PANEL (PL2) ON 5/8" PARTICLE BOARD, PLASTIC LAMINATE GRAIN TO RUN VERTICAL 1'-6" +/- 2' - 6" 5' - 6" 3'-0 1/2" 1" 1" 5" 3' - 0"1"1" F1 A402 2' - 6" INSIDE WALL FLUSH MOUNT COUNTER SUPPORT BRACKET SOUND ABSORBING WALL UNIT FASTENED WITH CLEAT SYSTEM (SAW1) ALIGN 1' - 6" A551 F8 A551 F8 2 1/2" DIAMETER GROMMETS COORDINATE LOCATIONS WITH OWNER SOLID SURFACE COUNTERTOP 2' - 7" 5' - 5" PROVIDE SURFACE MOUNT SUPPORT BRACKET AT CENTERLINE OF PRIVACY PANEL ABOVE COUNTER RESILIENT BASE (ALL SIDES) PRINTER BASE: 3/4" PLYWOOD TOP, PAINTED TO MATCH ADJACENT WALL ON 2X4 WOOD BLOCKING, WRAP WITH RESILIENT WALL BASE PRINTER, OFOI 1' - 8" 4 1 / 4 " 4 5 D A251 A1 A251C11 A7 A402 6'-5" 6'-5" 5'-4" 6'-0 1/2" 1 1 5' - 2"5' - 2" 14'-5 1/2" 7' - 6" TYP 3' - 5" 5' - 2" 1 LINE OF PARTITION BELOW, TYPICAL 4'-9 3/4" 3" ALIGN, TYPICAL 5' - 2" 6' - 5"6' - 5"5' - 3 1/8" 106 COPY /SUPPLY 103 CHECK-IN 104 CHECK-OUT 105 COPY /SUPPLY 102 CHECK-IN 101 WAITING A251 C11 Si m A7 A402 Sim A7 A402 Sim TYP 8'-4" 8'-4" 4'-9 3/4" 5' - 9" ALIGN ALIGN, TYPICAL TYP 3' - 5" ALIGN, TYPICAL 1 111 1 1 11 1 1 PROVIDE SOUND ABSORBING WALL UNIT, SIMILAR TO SECTION A7/A402, ALIGN EDGES OF WALL PANEL WITH BOTH SIDES OF COUNTER, TYPICAL SAW1 SAW1 SAW1 SAW1 SAW1 SAW1 SAW1 SAW1SAW1 SAW1SAW1 SAW1SAW1 SAW1 1 1 11 11 1 BL 102A BL 102B BL 101B BL 101A BL 103B BL 103A A402 F3 SURFACE MOUNT COUNTERTOP SUPPORT BRACKET IN-WALL COUNTERTOP SUPPORT BRACKET, TYPICAL A402 F3Sim A402F3 Si m A402 F3 Si m PROVIDE (2) 2 1/2" DIAMETER GROMMETS, COORDINATE LOCATION WITH OWNER, TYPICAL BL102 BL 103 SAW1 SOUND ABSORPTION WALL UNIT CLEATS FASTENER SOLID SURFACE COUNTERTOP SEE PARTITION TYPES UON 1" UON 1" A7 A402 EQEQEQ EQEQEQEQ COUNTERTOP SUPPORT BRACKETS PEDESTAL FILE, OFOI WALL BASE AS SCHEDULED 2' - 6 " PRINTER, OFOI PRINTER BASE DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. 11/17/2021 5:08:42 PM A402 ENLARGED PLANS, ELEVATIONS AND SECTIONS 11/17/2021 21071 Author 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g MA R C H U S K A B R O T H E R S C O N S T R U C T I O N , L L C 1 1/2" = 1'-0"A7 TYPICAL SECTION AT CHECK-IN/ CHECK-OUT TRANSACTION COUNTER 1/4" = 1'-0"C1 ENLARGED PLAN - CHECK-IN/ CHECK-OUT 1 1/2" = 1'-0"F1 SOUND ABSORBING WALL UNIT 1/4" = 1'-0"F3 CHECK-IN - SOUTH REVISION SCHEDULE NAME DATE 4" CONTINUOUS BASECONTINUOUS BASE END PANEL, WHERE INDICATED SINK BASIS-OF-DESIGN: DUPONT CORIAN ACCESSIBLE SINK #5610 2' - 10" U.O.N. U.O.N. 4"1" 2' - 1" U.O.N. 3" 6" UON PROVIDE QUICK RETURN DRAIN; SEE PLUMBING DRAWINGS EXTEND INTEGRAL BACKSPLASH AND SIDESPLASH TO UNDERSIDE OF WALL CABINET ABOVE WHERE INDICATED ON INTERIOR ELEVATIONS. EXTEND INTEGRAL BACKSPLASH AND SIDESPLASH TO UNDERSIDE OF WALL CABINET ABOVE WHERE INDICATED ON INTERIOR ELEVATIONS. APRON: PLASTIC LAMINATE ON 1/2" MARINE-GRADE PLYWOOD REMOVABLE PIPE SHIELD: PLASTIC LAMINATE ON 1/2" MARINE-GRADE PLYWOOD 1" ALUMINUM ANGLE SUPPORTS FULL-HEIGHT OF PANEL WITH KEY-HOLED SLOTS MAINTAIN REQUIRED ACCESSIBLE KNEE AND TOE CLEARANCES 4" 2' - 10" UON 4" 3" 2' - 1" UON 1 1/2" 4 1/2" 1" BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS COUNTERTOP CABINET DRAWER CABINET DOOR CABINET CONTINUOUS BASE ADJUSTABLE SHELF PULLPULL 1/2" CORE1/2" CORE BUILT-UP SOLID SURFACE EDGE 3/16" RADIUSED EDGE2" 1 1/2" METAL TRIM 5' - 0" 1' - 3" METAL LOCKER DOUBLE OR SINGLE TIER, SEE ELEVATION 3/4" CORE FACED WITH PLASTIC LAMINATE FIXED PANEL FACE OF WALL 2 x 4 WOOD SUPPORTS AND BRACING CONTINUOUS BASE 1' - 8" 6' - 8" 7' - 2" UON 2' - 0" UON 5' - 2" 3" 4" 5' - 7" SEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS FIXED SHELF COAT ROD CABINET DOOR CABINET CONTINUOUS BASE PULL 3/4" ADJUSTABLE SHOE SHELF 2' - 1" UON 2' - 10" UON 4" 3" 4 1/2" 1" 4" CONTINUOUS BASE DOOR-MOUNTED PULL OUT HARDWARE AND WASTE CONTAINERS COUNTERTOP CABINET DRAWER ? BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS ? CABINET PULL 4" 2' - 10" UON 4" 2' - 1" UON 1" 4 1/2" EQ EQ 3" BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS COUNTERTOP PULL CONTINUOUS BASE CABINET DRAWER CABINET 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON ALUMINUM SUPPORT BRACKET CONTINUOUS BASE 2" 2' - 10" UON 1 1/2" 2' - 1" UON COUNTERTOP CONTINUOUS SLOT AT BACK OF COUNTER FOR WIRE MANAGEMENT 2" 1 1/2" WIDE END PANEL WHERE SHOWN ON ELEVATIONS 4" 3" 3" 9 1/4" 4 1/2" 7' -2" A F F U O N 1' - 9" TRIPLE VERTICAL WIRE GLOVE BOX HOLDER. ATTACH TO BACK OF CABINET DOOR, COORDINATE HOLDER LOCATION VERTICALLY AND HORIZONTALLY SO GLOVES ARE ACCESSIBLE THROUGH DOOR HOLES WHEN DOOR IS CLOSED PLASTIC LAMINATE SIDE OR END PANEL. FINISH ALL EXPOSED EDGES, PROVIDE MAGNETIC CATCH AT DOOR 7" 7 3/4" CABINET DOOR FINISH INSIDE OF OPENINGS FOR ACCESS TO GLOVE BOXES CABINET FINISH INSIDE OF OPENINGS FOR ACCESS TO GLOVE BOXES PULL CABINET DOOR 1' - 0" UON SECTION VIEW ELEVATION VIEW 2" 2' - 6" EQ 5 3/8" 5 3/8" EQ 2"2" 2" 10" 2" 10" ADJUSTABLE SHELF 3/4" 3/4" X 2" VALANCE TO MATCH CABINET UNDERCABINET LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS 1' - 1" UON PULL SEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS 6" PLASTIC LAMINATE 3/4" CORE3/4" CORE 3/16" RADIUSED EDGE 3/16" RADIUSED EDGE ? 1 1/2" EDGE BAND TO MATCH PLASTIC LAMINATE 2' - 0" 6' -0" A F F 1X HARDWOOD LEDGER, TYP 3/4" HARDWOOD VENEER PLYWOOD SHELF 1X2 HARDWOOD TRIM PROVIDE INTERMEDIATE ROD SUPPORT WHEN TOTAL SPAN EXCEEDS 2'-6" COAT ROD AND FLANGE 2" 7' - 2 " A F F U O N 3/4" SOLID SURFACE BACKSPLASH INTEGRAL WITH LAVATORY OR COUNTERTOP BELOW. EXTEND TO UNDERSIDE OF CABINET WHERE INDICATED CABINET DOOR PULL SEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS PAPER TOWEL (ROLL) DISPENSER 2' - 0" MIN PULL CO O R D I N A T E W I T H PO W E R T O W L DI S P E N S E R SECTION VIEW ELEVATION VIEW MOUNTING HEIGHT BASED ON SENSOR OPERATION ADJUSTABLE SHELF 4" 1'-5" 2'-6" UON 1' - 0" @ SIM 1'-1" UON 11" @ SIM 1'-0" 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON ALUMINUM SUPPORT BRACKET CONTINUOUS BASE COUNTERTOP CONTINUOUS SLOT AT BACK OF COUNTER FOR WIRE MANAGEMENT 2" 2' - 1" UON 2' - 5" 2" 1 1/2" WIDE END PANEL WHERE SHOWN ON ELEVATIONS 4" 3" TACK PANEL, TYPICAL UON DOOR RESILIENT SHEET CERAMIC TILE SCHLUTER SCHIENE METAL TRANSITION TRIM FLOORING SEAM CENTERED UNDER DOOR, TYPICAL RESILIENT SHEET SHIM DOOR SEALED CONCRETE SCHLUTER RENO-RAMP METAL TRANSITION TRIM FLOORING SEAM CENTERED UNDER DOOR, TYP RESILIENT FLOORING R 1 / 4 " R 1/8" 1/4" R 3/16" 1/2" SOLID SURFACE 1/2" CORE1/2" CORE 2" 1 1/2" INTEGRAL APRON AT LAVATORIES RESILIENT FLOORING CARPET TILE SCHLUTER RENO-TK ANODIZED ALUMINUM TRANSITION STRIP, RADIUS TO MATCH FINISH PLAN DIMENSIONS 2' - 10" UON 4" 2' - 1" UON 4" 3" 2" BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS COUNTERTOP 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON ALUMINUM SUPPORT BRACKET 1 1/2" WIDE END PANEL WHERE SHOWN ON ELEVATIONS CONTINUOUS BASE?CONTINUOUS BASE 7' -2" A F F U O N 1' - 2" UON 3/4"2" 2' - 8" UON SEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS CABINET ADJUSTABLE SHELF CABINET DOOR 3/4" X 2" VALANCE TO MATCH CABINET UNDERCABINET LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS PULL 1' - 1" DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. 11/17/2021 5:08:48 PM A551 INTERIOR DETAILS 11/17/2021 21071 Author 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g MA R C H U S K A B R O T H E R S C O N S T R U C T I O N , L L C 3/4" = 1'-0"A1 CDS 152 - SINK CABINET 3/4" = 1'-0"A3 CDS 211, 212 - BASE CABINET 6" = 1'-0"F8 COUNTER EDGE - SOLID SURFACE EDGE - E1 1" = 1'-0"D3 METAL LOCKER SECTION 3/4" = 1'-0"D1 CDS 501, 502, 512 - WARDROBE CABINET 3/4" = 1'-0"A5 CDS 904 - BASE CABINET - DRAWER AND DOOR MOUNTED BINS 3/4" = 1'-0"A7 CDS 230, 231 - BASE CABINET - 3 DRAWER 3/4" = 1'-0"A9 CDS 901 - SUPPORT BRACKETS - COUNTER HEIGHT 1" = 1'-0"D5 CDS 301G - WALL CABINET - 3-BOX GLOVE DISPENSER 6" = 1'-0"H10 COUNTER EDGE - PLASTIC LAMINATE WITH PVC EDGE BAND -E3 1 1/2" = 1'-0"H3 COAT ROD AND SHELF - WOOD EDGE TRIM, TYPE 2 1" = 1'-0"D9 CDS 301MP - PAPER TOWEL DISPENSER CABINET 3/4" = 1'-0"H1 CDS 901 - SUPPORT BRACKETS - SIT DOWN 3" = 1'-0"F5 FLOOR TRANSITION - CERAMIC TILE TO RESILIENT SHEET 3" = 1'-0"H5 FLOOR TRANSITION - RESILIENT TILE TO SEALED CONCRETE 6" = 1'-0"F10 COUNTER EDGE - SOLID SURFACE - MARINE EDGE - E2 3" = 1'-0"H8 FLOOR TRANSITION - RESILIENT SHEET TO CARPET (RADIUSED) 3/4" = 1'-0"A10 CDS 901 - SUPPORT BRACKETS AND END PANEL - COUNTER HEIGHT 3/4" = 1'-0"F1 CDS 301M, 302M, 309M - WALL HUNG CABINET - DOOR REVISION SCHEDULE NAME DATE ABBREV.DEFINITION EO EXIT ONLY CR CARD READER EL ELECTRONIC LOCK AO AUTOMATIC DOOR OPERATOR AS ACOUSTIC SEALS AL ALUMINUM ESF EXTERIOR STORE FRONT BL BORROWED LIGHT ABBREVIATIONS LEGEND ECW EXTERIOR CURTAIN WALL CL CLOSER LA LOCAL ALARM PT POWER TRANSFER HO HOLD OPEN UC UNDERCUT DOOR 1 1/2" FL FIXED LEAF RM REMOVABLE MULLION HM HOLLOW METAL WD WOOD ISF INTERIOR STORE FRONT SF STOPLESS FRAME ABBREV.DEFINITION ABBREV.GLASS G GLASS TG NG AG TAG WG WIRED GLASS MONOLITHIC LG LAMINATED GLASS LAMINATED INSULATING IG INSULATING GLASS TEMPERED GLASS SPANDREL GLASS TRANSLUCENT GLASS TEMPERED TRANSLUCENT GLASS LAG LAMINATED TRANSLUCENT GLASS LG-C1 LAMINATED GLASS COLOR 1 IAG INSULATING TRANSLUCENT GLASS ITAG INSULATING TEMPERED TRANSLUCENT GLASS ING INSULATING SPANDREL GLASS ITNG INSULATING TEMPERED SPANDREL GLASS ITG INSULATING TEMPERED GLASS R REFER TO INTERIOR ELEVATIONS FOR GLAZING TYPES (MULTIPLE TYPES PER FRAME) REFER TO SPECIFICATION SECTION 088000 'GLAZING' FOR ADDITIONAL INFORMATION GLASS TYPES LEGEND ILG INSULATING LAMINATED GLASS D1 D8 D10 10" 10" LOUVER, SEE SCHEDULE COMMENTS FOR SIZE. DOOR TYPE GENERAL NOTES: 1. FOR HOLLOW METAL AND WOOD DOORS, STILES AND TOP RAIL TO BE 6” 2. FOR ALUMINUM DOORS (WIDE STILE), STILES AND TOP RAIL TO BE 5” 3. FOR ALUMINUM DOORS (MEDIUM STILE), STILES AND TOP RAIL TO BE 3-1/2” 4. ALL DOORS TO HAVE 10”BOTTOM RAIL PER ICC/ANSI A117.1-2003, 404.2.9 5. THE BOTTOM EDGE OF VISION LITES TO BE 3’-6”AFF PER ICC/ANSI A117.1-2003, 404.2.10 UNLESS OTHERWISE NOTED. D3 3' - 6" 2' - 9". 10" 6" F1 2"2" 2" F4 2"2"2" 10" 2" F12 2' - 7" 2" 5' - 1" 2" 2"2' - 8"2" FRAME TYPE GENERAL NOTES: 1. FOR ALUMINUM FRAMES, 1-3/4" WIDTH TYPICAL 5' - 5" 3' - 0" 5/8" 2" 1 15/16"EQ EQ 1 15/16" 1/2"1/2" VARIES ? HOLLOW METAL FRAME REMOVABLE STOP ON SECURE SIDE OF FRAME ? WALL CONSTRUCTION PROVIDE BLOCKING AS REQUIRED GLAZING SET IN ACOUSTICAL SEALANT VARIES 5/8"2"5/8" EQ 1 15/16" 1 15/16" EQ 1 15/16" 1 15/16" ? DOOR REMOVABLE STOP ON SECURE SIDE OF FRAME ? 1/2" VARIES ? HOLLOW METAL FRAME DOOR 2" WALL CONSTRUCTION PROVIDE BLOCKING AS REQUIRED TYP AT WALL RETURN VARIES ? HOLLOW METAL FRAME DOOR 4" UON2" WALL CONSTRUCTION, PROVIDE BLOCKING AS REQUIRED 2" 1 15/16"1 15/16" 5/8" 1/2"1/2" VARIES ? HOLLOW METAL FRAME DOOR WALL CONSTRUCTION PROVIDE BLOCKING AS REQUIRED TYP AT WALL RETURN 1 15/16" 1 15/16" 5/8"2"4" UON VARIES ? HOLLOW METAL FRAME DOOR WALL CONSTRUCTION PROVIDE BLOCKING AS REQUIRED >9 SF <9 SF W A L K I N G S U R F A C E SAFETY GLAZING REQUIRED STANDARD GLAZING PERMITTED >36" <36" <1 8 " >3 6 " 60 " 24" 60 " 36 " 18 " DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. 11/17/2021 5:08:55 PM A601 DOOR SCHEDULE 11/17/2021 21071 RJW 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g MA R C H U S K A B R O T H E R S C O N S T R U C T I O N , L L C 1/8" = 1'-0" DOOR & FRAME ABBREVIATIONS 1/8" = 1'-0" GLAZING TYPES 1/4" = 1'-0" DOOR TYPES 1/4" = 1'-0" FRAME TYPES 3" = 1'-0"A1 2" HM WRAPPED LITE HEAD/ JAMB/ SILL 3" = 1'-0"A3 2" HM WRAPPED LITE/ DOOR MULLION 3" = 1'-0"D3 2" HM WRAPPED DOOR HEAD - STOPLESS FRAME 3" = 1'-0"D1 2" HM WRAPPED DOOR JAMB - STOPLESS FRAME 3" = 1'-0"B1 2" HM WRAPPED DOOR HEAD 3" = 1'-0"B3 2" HM WRAPPED DOOR JAMB GLAZING SET IN ACOUSTICAL SEALANT HOLLOW METAL FRAME DOOR AND FRAME SCHEDULE DOOR NUMBER ROOM NUMBER ROOM NAME FIRE RATING FRAME DOOR HARDWARE GROUP REMARKS DOOR NUMBERELEV MATERIAL HEAD JAMB GLAZING TYPE MATERIAL WIDTH HEIGHT GLAZING 405 405 BLOOD DRAW - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 405 406 406 BLOOD DRAW - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 406 407 407 BLOOD DRAW - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 407 BLOOD DRAW: 3 114 114 CONFERENCE (18) - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D10 WD 3' - 8" 7' - 0" TG 1.0 114 114A 114 CONFERENCE (18) - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D10 WD 3' - 8" 7' - 0" TG 1.0 114A CONFERENCE: 2 231 231 BEH. HEALTH /CONSULT - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 231 239 239 BEH. HEALTH /CONSULT - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 239 CONSULT: 2 110 110 VITALS /NURSE VISIT - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 110 201 201 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8"7' - 0" - 1.0 NOTE #1 201 202 202 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8"7' - 0" - 1.0 NOTE #1 202 203 203 TYP. EXAM TYPE 2 - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 203 204 204 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 204 205 205 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 205 206 206 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 206 207 207 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8"7' - 0" - 1.0 NOTE #1 207 208 208 ECHO (CARDIO) - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 208 209 209 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8"7' - 0" - 1.0 NOTE #1 209 210 210 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8"7' - 0" - 1.0 NOTE #1 210 211 211 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 211 212 212 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 212 213 213 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 213 214 214 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 214 215 215 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8"7' - 0" - 1.0 NOTE #1 215 216 216 VITALS / NURSE VISIT - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 216 217 217 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8"7' - 0" - 1.0 NOTE #1 217 218 218 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8"7' - 0" - 1.0 NOTE #1 218 219 219 TYP. EXAM TYPE 1 - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 219 220 220 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 220 221 221 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 221 222 222 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 222 225 225 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8"7' - 0" - 1.0 NOTE #1 225 226 226 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8"7' - 0" - 1.0 NOTE #1 226 227 227 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 227 228 228 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 228 229 229 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 229 230 230 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 230 233 233 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8"7' - 0" - 1.0 NOTE #1 233 234 234 SPECIALTY EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8"7' - 0" - 1.0 NOTE #1 234 235 235 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 235 236 236 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 236 237 237 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 237 238 238 EXAM - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 1.0 NOTE #1 238 EXAM ROOM: 35 306 306 EQUIP. - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" -2.0 306 310 310 CLEAN - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0" 7' - 0" - 2.0 310 316 316 MED - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0" 7' - 0" - 2.0 316 318 318 SOILED - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0" 7' - 0" -2.0 318 322 322 EQUIP. - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" -2.0 322 409 409 SOILED - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0" 7' - 0" -2.0 409 411 411 CLEAN /EQUIP - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0" 7' - 0" - 2.0 411 CLINICAL SUPPORT: 7 115 115 CONF. STOR - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 2.0 115 303 303 BUILDING STORAGE - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 2.0 303 304 304 BLDG. STORAGE - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 2.0 304 321 321 BLDG. STORAGE - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 2.0 321 326A 326A CLOSET - F1 HM B1/A601 B3/A601 - D1 WD 2' - 0" 7' - 0" - 2.0 326A STORAGE: 5 102 102 CHECK-IN - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 3.0 102 103 103 CHECK-IN - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 3.0 103 223 223 MGR. OFFICE (2) - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D1 WD 3' - 0" 7' - 0" - 3.0 NOTE #1 223 224 224 SCHED. OFFICE (2) - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D1 WD 3' - 0" 7' - 0" - 3.0 NOTE #1 224 232 232 SHARED OFFICE (2) - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D1 WD 3' - 0" 7' - 0" - 3.0 NOTE #1 232 301 301 ADMIN. OFFICE (2) - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D1 WD 3' - 0" 7' - 0" - 3.0 NOTE #1 301 302 302 REVENUE OFFICE (2) - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D1 WD 3' - 0" 7' - 0" - 3.0 NOTE #1 302 305 305 PROVIDER OFFICE (2) - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D1 WD 3' - 0" 7' - 0" - 3.0 NOTE #1 305 308 308 NURSING - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0" 7' - 0"- 3.0 308 308A 308 NURSING - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0" 7' - 0" - 3.0 308A 311 311 PROVIDER OFFICE (2) - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D1 WD 3' - 0" 7' - 0" - 3.0 NOTE #1 311 312 312 NURSING - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0" 7' - 0"- 3.0 312 317 317 PROVIDER OFFICE (2) - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D1 WD 3' - 0" 7' - 0" - 3.0 NOTE #1 317 319 319 PROVIDER OFFICE (2) - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D1 WD 3' - 0" 7' - 0" - 3.0 NOTE #1 319 320 320 NURSING - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0" 7' - 0"- 3.0 320 320A 320 NURSING - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0" 7' - 0" - 3.0 320A 326 326 PROVIDER OFFICE (2) - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D1 WD 3' - 0" 7' - 0" - 3.0 NOTE #1 326 402 402 CHECK-IN/ OUT - F1 HM B1/A601 B3/A601 - D3 WD 3' - 0" 7' - 0" TG 3.0 402 OFFICE: 18 105 105 COPY /SUPPLY - F1 HM B1/A601 B3/A601 - D3 WD 3' - 0" 7' - 0" TG 3.0 105 106 106 COPY /SUPPLY - F1 HM B1/A601 B3/A601 - D3 WD 3' - 0" 7' - 0" TG 3.0 106 240 240 POINT-OF -CARE WORK - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 3.0 240 404 403 OUTPATIENT LAB - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8"7' - 0" - 3.0 404 WORK ROOM: 4 107T 107T PUBLIC TLT - F1 HM D1/A601 D3/A601 - D1 WD 3' - 8"7' - 0" - 4.0 UC, NOTE #1 107T 108T 108T PATIENT TLT - F1 HM D1/A601 D3/A601 - D1 WD 3' - 8" 7' - 0" - 4.0 UC, NOTE #1 108T 109T 109T TYPICAL PATIENT TLT - F1 HM D1/A601 D3/A601 - D1 WD 3' - 8" 7' - 0" - 4.0 UC, NOTE #1 109T 111T 111T PUBLIC TLT - F1 HM D1/A601 D3/A601 - D1 WD 3' - 8" 7' - 0" - 4.0 UC, NOTE #1 111T 112T 112T PATIENT TLT - F1 HM D1/A601 D3/A601 - D1 WD 3' - 8" 7' - 0" - 4.0 UC, NOTE #1 112T 113T 113T PATIENT TLT - F1 HM D1/A601 D3/A601 - D1 WD 3' - 8" 7' - 0" - 4.0 UC, NOTE #1 113T 324T 324T SPECIMEN TLT - F1 HM D1/A601 D3/A601 - D1 WD 3' - 8" 7' - 0" - 4.0 UC, NOTE #1 324T 401T 401T PATIENT TLT - F1 HM D1/A601 D3/A601 - D1 WD 3' - 8" 7' - 0" - 4.0 UC, NOTE #1 401T PATIENT TOILET: 8 309 309 STAFF SHOWER - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0" 7' - 0" - 5.0 UC, NOTE #1 309 323T 323T STAFF TLT - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0"7' - 0" - 5.0 UC, NOTE #1 323T 410T 410T STAFF TLT - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0"7' - 0" - 5.0 UC, NOTE #1 410T STAFF TOILET: 3 200 200A PRIMARY CARE - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D10 WD 3' - 0" 7' - 0" TG 6.0 200 300 300 STAFF/ ADMIN CORRIDOR - F1 HM B1/A601 B3/A601 - D3 WD 3' - 8" 7' - 0" TG 6.0 300 300A 300 STAFF/ ADMIN CORRIDOR - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D1 WD 3' - 0" 7' - 0" - 6.0 300A 300B 300 STAFF/ ADMIN CORRIDOR - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D1 WD 3' - 0" 7' - 0" - 6.0 300B 300C 300 STAFF/ ADMIN CORRIDOR - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D1 WD 3' - 0" 7' - 0" - 6.0 300C 300D 300 STAFF/ ADMIN CORRIDOR - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D1 WD 3' - 0" 7' - 0" - 6.0 300D 300E 300 STAFF/ ADMIN CORRIDOR - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D1 WD 3' - 0" 7' - 0" - 6.0 300E 403 403 OUTPATIENT LAB - F1 HM B1/A601 B3/A601 - D10 WD 3' - 8" 7' - 0" TG 6.0 403 CLINICAL CORRIDOR: 8 307 307 STAFF BREAK - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0" 7' - 0" - 6.1 307 410 410 STAFF BREAK - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0" 7' - 0" - 6.1 410 STAFF BREAK: 2 313 313 DATA - F1 HM B1/A601 B3/A601 - D8 WD 3' - 0" 7' - 0" - 7.0 313 315 315 MECHANICAL - F1 HM B1/A601 B3/A601 - D1 WD 3' - 8" 7' - 0" - 7.0 315 315A 315A ELEC - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0" 7' - 0" -7.0 315A 325 325 EVS - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0" 7' - 0" - 7.0 325 408 408 EVS - F1 HM B1/A601 B3/A601 - D1 WD 3' - 0" 7' - 0" - 7.0 408 BUILDING SUPPORT: 5 100 100 VESTIBULE F1 AL - D10-PR AL 3' - 0" 7' - 0" ITG 8.0 100 400 400 VESTIBULE - F1 AL - D10-PR AL 3' - 0" 7' - 0" ITG 8.0 400 EXTERIOR ENTRANCE: 2 100A 100 VESTIBULE - F1 AL B1/A601 B3/A601 - D10-PR AL 3' - 0"7' - 0" TG 9.0 100A 400A 400 VESTIBULE - F1 AL B1/A601 B3/A601 - D10-PR AL 3' - 0"7' - 0" TG 9.0 400A VESTIBULE: 2 300F 300 STAFF/ ADMIN CORRIDOR - AL - D10 AL 3' - 8" 7' - 2" ITG 10.0 300F 300G 300 STAFF/ ADMIN CORRIDOR - AL - D10 AL 3' - 8" 7' - 2" ITG 10.0 300G 300H 300 STAFF/ ADMIN CORRIDOR - AL - D10 AL 3' - 8" 7' - 2" ITG 10.0 300H EXTERIOR EXIT: 3 101 101 WAITING - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D10 WD 3' - 8" 7' - 0" TG 11.0 101 101B 101 WAITING - F4 HM A1, B1/A601 A1, A3, B3/A601 - D10 WD 3' - 8" 7' - 0" TG 11.0 101B 101C 101 WAITING - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D10 WD 3' - 8" 7' - 0" TG 11.0 101C 101D 101 WAITING - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D10 WD 3' - 8" 7' - 0" TG 11.0 101D 401 401 OUTPATIENT LAB WAITING (8) - F4 HM A1, B1/A601 A1, A3, B3/A601 TG D10 WD 3' - 8" 7' - 0" TG 11.0 401 PUBLIC CORRIDOR: 5 101A 101 WAITING - F1 HM B1/A601 B3/A601 - D10 WD 3' - 8" 7' - 0" TG 11.1 101A SUITE SEPARATION: 1 BORROWED LITE SCHEDULE DOOR NUMBER ROOM NUMBER ROOM NAME FIRE RATING FRAME REMARKS COORDINATION NOTES DOOR NUMBERELEV MATERIAL HEAD JAMB GLAZING BL102 101 WAITING - A1/A601 A1/A601 BL102 BL 101A 101 WAITING - A1/A601 A1/A601 BL 101A BL 101B 101 WAITING - A1/A601 A1/A601 BL 101B BL 102A 101 WAITING - A1/A601 A1/A601 BL 102A BL 102B - A1/A601 A1/A601 BL 102B BL 103 101 WAITING - A1/A601 A1/A601 BL 103 BL 103A - A1/A601 A1/A601 BL 103A BL 103B - A1/A601 A1/A601 BL 103B BL 402 - A1/A601 A1/A601 BL 402 BL 402A - A1/A601 A1/A601 BL 402A 402 CHECK-IN/ OUT 402 CHECK-IN/ OUT 103 CHECK-IN 103 CHECK-IN 102 CHECK-IN F12 HM F12 HM F12 HM F12 HM F12 HM F12 HM F12 HM F12 HM F12 HM F12 HM TG TG TG TG TG TG TG TG TG TG 1/4" = 1'-0" SAFETY GLAZING H1 H4 E1 E3 DOOR SCHEDULE NOTES: 1. PROVIDE (1) COAT HOOK AT 60" AFF AND (1) COAT HOOK AT 48" AFF ON BACK OF DOOR A4 REVISION SCHEDULE NAME DATE 224 SCHED. OFFICE (2) 220 EXAM 218 SPECIALTY EXAM 209 SPECIALTY EXAM 211 EXAM 215 SPECIALTY EXAM 316 MED 318 SOILED 222 EXAM 213 EXAM 232 SHARED OFFICE (2) 228 EXAM 226 SPECIALTY EXAM 217 SPECIALTY EXAM 219 TYP. EXAM TYPE 1 223 MGR. OFFICE (2) 310 CLEAN 312 NURSING 230 EXAM 221 EXAM 240 POINT-OF -CARE WORK 236 EXAM 234 SPECIALTY EXAM 225 SPECIALTY EXAM 227 EXAM 231 BEH. HEALTH /CONSULT 308 NURSING 238 EXAM 229 EXAM 233 SPECIALTY EXAM 235 EXAM 239 BEH. HEALTH /CONSULT 306 EQUIP. 237 EXAM 216 VITALS / NURSE VISIT 212 EXAM 210 SPECIALTY EXAM 201 SPECIALTY EXAM 203 TYP. EXAM TYPE 2 207 SPECIALTY EXAM 320 NURSING 214 EXAM 205 EXAM 202 SPECIALTY EXAM 204 EXAM 208 ECHO (CARDIO) 322 EQUIP. 206 EXAM 411 CLEAN /EQUIP 409 SOILED 405 BLOOD DRAW 407 BLOOD DRAW 410 STAFF BREAK 410T STAFF TLT 404 LAB WORKROOM 406 BLOOD DRAW 108T PATIENT TLT 112T PATIENT TLT 113T PATIENT TLT 111T PUBLIC TLT 408 EVS 401T PATIENT TLT 114 CONFERENCE (18) 304 BLDG. STORAGE302 REVENUE OFFICE (2) 315 MECHANICAL 311 PROVIDER OFFICE (2) 309 STAFF SHOWER307 STAFF BREAK 305 PROVIDER OFFICE (2) 313 DATA 319 PROVIDER OFFICE (2) 321 BLDG. STORAGE 317 PROVIDER OFFICE (2) 325 EVS 315A ELEC 107T PUBLIC TLT 109T TYPICAL PATIENT TLT 326 PROVIDER OFFICE (2) 324T SPECIMEN TLT 110 VITALS /NURSE VISIT 301 ADMIN. OFFICE (2) 303 BUILDING STORAGE 323T STAFF TLT 100 VESTIBULE 105 COPY /SUPPLY 106 COPY /SUPPLY 115 CONF. STOR PRIMARY CARE WAITING (45) SPECIALTY CARE WAITING (24) FZR 1 2 3 4 5 6 7 8 9 10 11 12 TYPICAL 4 13 12 TYPICAL 4 13 12 TYPICAL 2 13 12 TYPICAL 2 12 TYPICAL 2 12 TYPICAL 2 12 TYPICAL 2 677667 7676 7 6 9 14 2 3 76 7 6 16 6 7 15 14 9 2 67 12 TYPICAL 4 12 TYPICAL 4 17 18 TYPICAL 3 19 7 6 402 CHECK-IN/ OUT 401 OUTPATIENT LAB WAITING (8) 400 VESTIBULE 101 WAITING 102 CHECK-IN 103 CHECK-IN 104 CHECK-OUT 200 SPECIALTY CARE 12 TYPICAL 2 20 22 21 23 23 23 24 17 18 16 7 6 6 7 25 25 26 27 2 3 6 7 9 12 TYPICAL 2 12 TYPICAL 2 12 TYPICAL 2 12 9 9 9 28 6 7 28 6 7 2929 30 31 22 32 22 32 22 32 33 34 34 35 35 35 36 37 38 23 7 6 39 393939 39 39 39 39 39 39 40 41 40 41 26 42 43 DATE: PROJECT: OTHER: DRAWN BY: A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration. 11/17/2021 5:09:06 PM A900 FIRST FLOOR FURNITURE AND EQUIPMENT PLAN (NIC) 11/17/2021 21071 EKT 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g MA R C H U S K A B R O T H E R S C O N S T R U C T I O N , L L C 1/8" = 1'-0"A1 FIRST FLOOR FURNITURE AND EQUIPMENT PLAN 0'1'2'4'8' PROJECT NORTH N FURNITURE/ EQUIPMENT KEY 1 2 3 4 6 7 8 EXAM TABLE, OFOI GUEST CHAIR FOR PATIENT OF SIZE, OFOI GUEST CHAIR FOR PATIENT, OFOI MOBILE LAPTOP DESK, OFOI PAPER-TOWEL DISPENSER, OFCI SOAP DISPENSER, OFCI WALL OTOSCOPE/OPTHALMOSCOPE, OFOI 9 HAND-SANITIZER DISPENSER, OFCI 10 SHARPS CONTAINER, OFOI 11 WALL MONITOR, OFOI 12 COMPUTER WORKSTATION, TASK CHAIR, TELEPHONE, AND PEDESTAL FILE, OFOI 13 DESKTOP PRINTER/ COPIER, OFOI 14 TOILET PAPER DISPENSER, OFCI 15 TOILET SEAT COVER DISPENSER, OFCI 16 GLOVE BOX DISPENSER, OFOI 17 COMPUTER WORKSTATION, OFOI 18 UNDERCOUNTER REFRIGERATOR, OFOI 19 BLOOD DRAW PATIENT CHAIR, OFOI 20 GUEST CHAIR, OFOI 21 GUEST CHAIR FOR PATIENT OF SIZE, OFOI 22 SIDE TABLE, OFOI 23 FULL SIZE REFRIGERATOR, OFOI 24 FULL SIZE FREEZER, OFOI 25 SCALE, OFOI 26 WHEELCHAIR, OFOI 27 CRASH CART, OFOI 28 SMALL CONFERENCE TABLE (36X72) AND (4) CHAIRS, OFOI 29 FLOOR PRINTER/ COPIER, OFOI 30 MEDIA CONSOLE, OFOI 5 PHYSICIAN STOOL, OFOI 31 (6) MOBILE TRAINING TABLES, OFOI 32 SYSTEMS FURNITURE -SHARED OFFICE, OFOI 33 (18) CONFERENCE ROOM CHAIRS, OFOI 34 CHECK-IN KIOSK 35 TRASH CONTAINER IN CABINET, OFOI 36 MIRROR 37 COAT HOOKS (2) 38 ADA GRAB BARS 39 CREDIT CARD SCANNER, INSURANCE SCANNER, SIGNATURE PAD, OFOI 40 COUNTER MICROWAVE OFOI 41 COFEE MAKER, OFOI 42 BABY-CHANGING STATION, OFCI 43 COAT HOOKS (5) REVISION SCHEDULE NAME DATE FIRE PROTECTION NOTES AND SYMBOLS DATE: PROJECT: OTHER: DRAWN BY: 11.17.2021 21070432 CMC A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 11 / 1 7 / 2 0 2 1 REVISION SCHEDULE NAME DATE 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com H 10 6 2 C E N T R A L A V E N U E , A L B A N Y , N Y 1 2 2 0 5 TE L : ( 5 1 8 ) 2 7 5 - 0 7 9 1 F A X : ( 5 1 8 ) 2 7 5 - 0 7 9 2 ww w . r a n f p e . c o m FP001 Θ FIRE PROTECTION DETAILS FP002 DATE: PROJECT: OTHER: DRAWN BY: 11.17.2021 21070432 CMC A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 11 / 1 7 / 2 0 2 1 REVISION SCHEDULE NAME DATE 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com H 10 6 2 C E N T R A L A V E N U E , A L B A N Y , N Y 1 2 2 0 5 TE L : ( 5 1 8 ) 2 7 5 - 0 7 9 1 F A X : ( 5 1 8 ) 2 7 5 - 0 7 9 2 ww w . r a n f p e . c o m FEC FEC 224 SCHED. OFFICE (2) 220 EXAM 218 SPECIALTY EXAM 209 SPECIALTY EXAM 211 EXAM 215 SPECIALTY EXAM 316 MED. 318 SOILED 222 EXAM 213 EXAM 232 SHARED OFFICE (2) 228 EXAM 226 SPECIALTY EXAM 217 SPECIALTY EXAM 219 TYP. EXAM TYPE 1 223 MGR. OFFICE (2) 310 CLEAN 312 NURSING 230 EXAM 221 EXAM 240 POINT-OF -CARE WORK 236 EXAM 234 SPECIALTY EXAM 225 SPECIALTY EXAM 227 EXAM 231 BEH. HEALTH /CONSULT 308 NURSING 238 EXAM 229 EXAM 233 SPECIALTY EXAM 235 EXAM 239 BEH. HEALTH /CONSULT 306 EQUIP. 237 EXAM 216 VITALS / NURSE VISIT 212 EXAM 210 SPECIALTY EXAM 201 SPECIALTY EXAM 203 TYP. EXAM TYPE 2 207 SPECIALTY EXAM 320 NURSING 214 EXAM 205 EXAM 202 SPECIALTY EXAM 204 EXAM 208 ECHO (CARDIO) 322 EQUIP. 206 EXAM 411 CLEAN /EQUIP. 409 SOILED 405 BLOOD DRAW 1 407 BLOOD DRAW 2 410 STAFF BREAK 410T STAFF TLT. 404 LAB WORKROOM 406 BLOOD DRAW 3 108T PAT. TLT. 112T PAT. TLT. 113T PAT. TLT. 111T PUBLIC TLT. 408 EVS 401T PATIENT TLT. 114 CONFERENCE (18) 304 BLDG. STORAGE 302 REVENUE OFFICE (2) 315 MECHANICAL 311 PROVIDER OFFICE (2)309 STAFF SHOWER 307 STAFF BREAK 305 PROVIDER OFFICE (2)313 DATA 319 PROVIDER OFFICE (2)321 BLDG. STORAGE 317 PROVIDER OFFICE (2) 325 EVS 315A ELEC 107T PUBLIC TLT. 109T PAT. TLT. 326 PROVIDER OFFICE (2) 324T SPECIMEN TLT. 110 VITALS /NURSE VISIT 301 ADMIN. OFFICE (2) 303 BUILDING STORAGE 323T STAFF TLT. 100 VESTIBULE 105 COPY /SUPPLY 106 COPY /SUPPLY 115 CONF. STOR 401 OUTPATIENT LAB WAITING (8) 402 CHECK-IN/ OUT 101 WAITING 102 CHECK-IN 103 CHECK-IN 104 CHECK-OUT 400 VESTIBULE FIRE PROTECTION PLAN DATE: PROJECT: OTHER: DRAWN BY: 11.17.2021 21070432 CMC A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 11 / 1 7 / 2 0 2 1 REVISION SCHEDULE NAME DATE 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com H 10 6 2 C E N T R A L A V E N U E , A L B A N Y , N Y 1 2 2 0 5 TE L : ( 5 1 8 ) 2 7 5 - 0 7 9 1 F A X : ( 5 1 8 ) 2 7 5 - 0 7 9 2 ww w . r a n f p e . c o m FP101 FIRE ALARM NOTES AND SYMBOLS DATE: PROJECT: OTHER: DRAWN BY: 11.17.2021 21070432 CMC A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 11 / 1 7 / 2 0 2 1 REVISION SCHEDULE NAME DATE 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com H 10 6 2 C E N T R A L A V E N U E , A L B A N Y , N Y 1 2 2 0 5 TE L : ( 5 1 8 ) 2 7 5 - 0 7 9 1 F A X : ( 5 1 8 ) 2 7 5 - 0 7 9 2 ww w . r a n f p e . c o m FA001 FEC FEC 454 SCHED. OFFICE (2) 455 EXAM 456 EXAM / PROC. 462 EXAM / PROC. 463 EXAM 464 EXAM / PROC. 482 MED. 491 SOILED 493 EXAM 494 EXAM 552 SHARED OFFICE (2) 553 EXAM 554 EXAM / PROC. 555 EXAM / PROC. 556 EXAM 557 MGR. OFFICE (2) 558 CLEAN 560 NURSING 561 EXAM 562 EXAM 563 POINT-OF -CARE WORK 564 EXAM 565 EXAM / PROC. 566 EXAM / PROC. 567 EXAM 568 BEH. HEALTH / CONSULT 570 NURSING 571 EXAM 572 EXAM 573 EXAM / PROC. 574 EXAM 575 BEH. HEALTH / CONSULT 576 EQUIP. 577 EXAM 578 VITALS / NURSE VISIT 579 EXAM 580 EXAM / PROC. 581 EXAM / PROC. 582 EXAM 583 EXAM / PROC. 586 NURSING 587 EXAM 588 EXAM 589 EXAM / PROC. 590 EXAM 591 ECHO (CARDIO) 592 EQUIP. 593 EXAM 597 CLEAN / EQUIP. 598 SOILED 599 BLOOD DRAW 1 601 BLOOD DRAW 2 602 STAFF BREAK 603 STAFF TLT. 604 LAB WORKROOM 606 BLOOD DRAW 3 613 PAT. TLT. 616 PAT. TLT. 617 PAT. TLT.618 PUBLIC TLT. 619 EVS 621 PATIENT TLT. 623 CONFERENCE / EDUC. 624 BLDG. STORAGE 625 REVENUE OFFICE (2) 626 MECHANICAL 627 SHARED PROVIDER OFFICE (2) 628 STAFF SHOWER629 STAFF BREAK 630 SHARED PROVIDER OFFICE (2)631 DATA 632 SHARED PROVIDER OFFICE (2) 633 BLDG. STORAGE 635 SHARED PROVIDER OFFICE (2) 636 EVS 637 ELEC 723 PAT. TLT. 722 PUBLIC TLT. 768 SHARED PROVIDER OFFICE (2) 769 DRUG TLT. 770 VITALS / NURSE VISIT 771 ADMIN. OFFICE (2) 772 BUILDING STORAGE 775 STAFF TLT. 776 VESTIBULE 777 COPY/SUPPLY 778 COPY/SUPPLY 779 CONF. STORAGE FIRE ALARM PLAN DATE: PROJECT: OTHER: DRAWN BY: 11.17.2021 21070432 CMC A B C D E F G A B C D E F G 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 Architecture Planning Interior Design 11 12 H I 11 12 H I 11 / 1 7 / 2 0 2 1 REVISION SCHEDULE NAME DATE 11 1 3 R o u t e 1 3 , C o r t l a n d , N Y 1 3 0 4 5 Ca y u g a M e d i c a l A s s o c i a t e s Co r t l a n d M e d i c a l O f f i c e B u i l d i n g 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com H 10 6 2 C E N T R A L A V E N U E , A L B A N Y , N Y 1 2 2 0 5 TE L : ( 5 1 8 ) 2 7 5 - 0 7 9 1 F A X : ( 5 1 8 ) 2 7 5 - 0 7 9 2 ww w . r a n f p e . c o m FA101 2 n C'7 CV CV C'7 CV CV C) N L0 T G F E C n 1 KA 3 SYMBOLS AND ABBREVIATIONS 1. THIS SHEET CONTAINS SYMBOLS AND ABBREVIATIONS TYPICALLY SHOWN ON ELECTRICAL DRAWINGS AND SCHEMATICS. THIS CONTRACT DRAWING SET MAY NOT CONTAIN ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET. PERMITS AND INSPECTIONS 1. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS IN ACCORDANCE WITH STATE AND LOCAL GOVERNING AUTHORITIES. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2017 NEC, AND STATE AND LOCAL GOVERNING REGULATIONS. 3. PERFORM WORK AS REQUIRED BY CODES, REGULATIONS, LAWS OF LOCAL, STATE AND FEDERAL GOVERNMENTS, AND OTHER AUTHORITIES WITH LAWFUL JURISDICTION. ALL MATERIAL AND EQUIPMENT SHALL BE UL, NEMA, ANSI, IEEE, ADA & CBM. SCOPE, 1. UNLESS OTHERWISE INDICATED, PROVIDE A COMPLETE AND OPERATIONAL. ELECTRICAL SYSTEM INCLUDING ALL NECESSARY MATERIAL, LABOR, AND EQUIPMENT. 2. ALL DISCONNECTS REQUIRED BY CODE MAY NOT BE SHOWN. CONTRACTOR SHALL PROVIDE ALL NECESSARY DISCONNECTS AND OVERCURRENT PROTECTIVE DEVICES. 3. ALL EQUIPMENT AND MATERIAL SHALL BE LABELED AND LISTED, AND INSTALLED IN ACCORDANCE WITH THEIR LISTING. 4. PROVIDE ELECTRICAL CONNECTION FOR EVERY FIXTURE, OR ITEM OF EQUIPMENT REQUIRING SAME, WHICH IS SHOWN OR LISTED ON ANY CONTRACT DRAWING 5. CONTRACTOR SHALL PROVIDE NECESSARY SUPPORT FRAMING, STIFFENERS, BRACING. AND HANGERS WHETHER SHOWN OR NOT TO ENSURE A COMPLETE AND DURABLE SYSTEM. SUPPORT FRAMING CONNECTIONS SHALL BE WELDED UNLESS SPECIFICALLY SHOWN OTHERWISE. ACTUAL SUPPORTS MAY VARY FROM THOSE SHOWN IN DETAILS TO ACCOMMODATE EXISTING FIELD CONDITIONS. 6. THE WORK INCLUDED IN THIS CONTRACT ENCOMPASSES THE DRAWINGS AND SPECIFICATIONS. WORK INCLUDED ON THE DRAWINGS ONLY, OR IN THE SPECIFICATIONS ONLY, SHALL_ BE INCORPORATED AS IF INCLUDED IN BOTH. ALL SYSTEMS SHOWN ARE INTENDED TO BE COMPLETE AND FULLY FUNCTIONING. THE CONTRACTOR SHALL PROVIDE SUCH COMPONENTS AS NECESSARY FOR A FULLY FUNCTIONING SYSTEM. 7. ALL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, RECTILINEAR TO BUILDING STRUCTURE. 8. CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR TO COMMENCEMENT OF ANY WORK OR SHOP FABRICATION. REQUIRED CHANGES TO WORK SHOWN ON CONSTRUCTION DRAWINGS SHALL BE APPROVED BY THE ENGINEER IN WRITING, OTHER TRADES, AND OWNER AS REQUIRED PRIOR TO ANY CONSTRUCTION. 9. ELEC. CONTRACTOR TO PROVIDE & INSTALL ALL SMOKE DETECTORS AS REQUIRED IN MECHANICAL SUPPLY & RETURN DUCTS. wREFER TO MECHANICAL PLANS FOR ADDITIONAL INFORMATION. O I z COORDINATION OF WORK Q 1. THE CONTRACTOR SHALL COORDINATE AND VERIFY THAT WORKING AND DEDICATED EQUIPMENT SPACE REQUIREMENTS ARE MET w I PER NEC AND AHJ. z 2. FIELD LOCATE ALL CORE DRILL LOCATIONS. w 3. O BEFORE CUTTING OR DRILLING INTO BUILDING ELEMENTS INSPECT AND LAYOUT WORK TO AVOID DAMAGING STRUCTURAL ELEMENTS AND BUILDING UTILITIES. 4. BEFORE SELECTING MATERIAL/EQUIPMENT AND PROCEEDING WITH WORK, INSPECT AREAS WHERE MATERIAL AND EQUIPMENT ARE TO BE INSTALLED TO INSURE SUITABILITY, AND CHECK NEEDED SPACE FOR PLACEMENT, CLEARANCES AND INTERCONNECTIONS. 5. POSSIBLE SYSTEM SHUT -DOWNS AND WORK AREAS CLOSURES MUST BE COORDINATED WITH THE OWNER. 6. VERIFY RECEPTACLE, SWITCH, & COVER PLATE COLORS WITH OWNER. 7. TURN OVER TO THE OWNER ALL MANUFACTURER'S WARRANTIES FOR EQUIPMENT AND MATERIALS PROVIDED. DEFINITIONS 1. THE DEFINITION OF ELECTRICAL TERMS USED SHALL BE AS DEFINED IN THE EDITION OF THE NATIONAL ELECTRIC CODE (NEC) AS REFERENCED IN THE BUILDING CODE OF NEW YORK STATE. 2. THE TERM "INDICATED" SHALL MEAN "AS SHOWN ON CONTRACT DOCUMENTS (SPECIFICATIONS, DRAWINGS, AND RELATED ATTACHMENTS)". 3. THE TERM "PROVIDE" SHALL MEAN "TO FURNISH, INSTALL, AND CONNECT COMPLETELY". 4. THE TERM "SIZE" SHALL MEAN ONE OR MORE OF THE FOLLOWING: "LENGTH, CURRENT AND VOLTAGE RATING, NUMBER OF POLES, NEMA SIZE, AND OTHER SIMILAR ELECTRICAL CHARACTERISTICS". PLANS 1. ELECTRICAL PLANS, DETAILS, AND ONE LINE DIAGRAMS SHOW THE GENERAL LOCATION AND ARRANGEMENT OF THE ELECTRICAL SYSTEM. THEY ARE DIAGRAMMATIC AND DO NOT SHOW ALL CONDUIT BODIES, CONNECTORS, BENDS, FITTINGS, HANGERS, AND ADDITIONAL PULL BOXES WHICH THE CONTRACTOR MUST PROVIDE TO COMPLETE THE ELECTRICAL SYSTEM. 2. ELECTRICAL PLANS AND DETAILS DO NOT SHOW ALL INTERFERENCES AND CONDITIONS, VISIBLE AND/OR HIDDEN, THAT MAY EXIST. CONTRACTOR MUST INSPECT AND SURVEY THE SPACE BEFORE PERFORMING THE WORK. 3. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND REPRESENT A COMPLETED PROJECT. MINOR MODIFICATIONS OF WORK SHALL BE PROVIDED BY THE CONTRACTOR TO COMPLY WITH PROJECT REQUIREMENTS, LOCATIONS OF DEVICES AND EQUIPMENT SHOW A GENERAL ARRANGEMENT AND INTENDED FUNCTION. ALL COMPONENTS SHOWN ON THE RISER DIAGRAMS, BUT NOT ON THE PLAN OR VICE VERSA, SHALL BE INCLUDED AS IF SHOWN ON BOTH. EXACT LOCATION OF MECHANICAL EQUIPMENT THAT REQUIRE ELECTRICAL CONNECTIONS ARE SHOWN ON THE MECHANICAL DRAWINGS. BEFORE INSTALLATION OF WORK, CHECK FOR SWINGS AND ALL REQUIRED CLEARANCES, TO AVOID INTERFERENCE WITH OTHER TRADES. COORDINATE WITH ALL CONTRACT DOCUMENTS, SHOP DRAWINGS AND EQUIPMENT DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED CONTRACT DRAWINGS. 4. IN ACCORDANCE WITH C.405.6.4 COMPELETION REQUIREMENTS, CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING: A. A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND B. FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. 5. IN ACCORDANCE WITH C.405.6.4, CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT AN OPERATING MANUAL AND MAINTENANCE MANUAL BE PROVIDED TO THE BUILDING OWNER. THE MANUALS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: A. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. B. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. C. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. NOTE: ENFORCEMENT AGENCIES SHOULD ONLY CHECK TO BE SURE THAT THE CONSTRUCTION DOCUMENTS REQUIRE THIS INFORMATION TO BE TRANSMITTED TO THE OWNER AND SHOULD NOT EXPECT COPIES OF ANY OF THE MATERIALS. A ADA AFF AFG AHJ AIC AL ATS AWG AXL BFG BLDG C U) CB zz . CKT 0 CL g CLF w CT cc m CU m J DWG W EC w EF O EM EMT F FLA FMC FT GFCI,GFI GND,G HOA KCMIL KVA KW AMPERES LTG LIGHTING AMERICANS WITH DISABILITIES ACT LFMC LIQUID -TIGHT FLEXIBLE METAL CONDUIT ABOVE FINISH FLOOR ABOVE FINISH GRADE MC METAL CLAD CABLE AUTHORITY HAVING JURISDICTION MCB MAIN CIRCUIT BREAKER AMPERE INTERRUPTING CAPACITY MCP MOTOR CIRCUIT PROTECTOR ALUMINUM MFG MANUFACTURER AUTOMATIC TRANSFER SWITCH MLO MAIN LUGS ONLY AMERICAN WIRE GAUGE ACROSS -THE -LINE MOTOR STARTER NC NORMALLY CLOSED NEC NATIONAL ELECTRIC CODE BELOW FINISH GRADE NEMA NAT'L ELECTRICAL MANUFACTURER'S ASSOC. BUILDING NF NON FUSED NTS NOT TO SCALE CONDUIT CIRCUIT BREAKER P POLE CIRCUIT PH PHASE CENTERLINE PVC POLYVINYL CHLORIDE CURRENT LIMITING FUSE CURRENT TRANSFORMER QTY QUANTITY COPPER REQ'D REQUIRED DRAWING RMC RIGID METAL CONDUIT RTU ROOF TOP UNIT ELECTRICAL CONTRACTOR EXHAUST FAN SP SPARE EMERGENCY TYP TYPICAL ELECTRICAL METALLIC TUBING FUSE UG UNDERGROUND OR UNDERGRADE FULL LOAD AMPERES UON,UNO UNLESS OTHERWISE NOTED FLEXIBLE METAL CONDUIT FEET V VOLT GROUND -FAULT CIRCUIT INTERRUPTER W WIRE GROUND OR GROUNDING WAP WIRELESS ACCESS POINT WP WEATHER PROOF RATED DEVICE HAND, OFF, AUTOMATIC SWITCH XFMR TRANSFORMER THOUSAND CIRCULAR MILS A DELTA KILOVOLT AMPERES Y WYE KILOWATTS 0 PHASE 7 8 9 10 11 12 DRAWING NOTATIONS SINGLE"LINE DIAGRAM FLOOR PLAN HEAVY ,& DOTTED AND/OR HATCHED INDICATES EXISTING EQUIPMENT TO BE DEMOLISHED/REMOVED BY CONTRACTOR. F� PO.VETRANSFORMER SURFACE MTD BRANCH CIRCUIT PANELBOARD. 208/120 3PH, 4W. SOLID & LIGHT INDICATES EXISTING EQUIPMENT TO REMAIN. JUNCTION AND/OR PULL BOX b. "AF MOLDED CASE CIRCUIT BREAKER "Al'" HEAVY &SOLID INDICATES EQUIPMENT TO BE PROVIDED BY C-� z > ""AT INDICATES AMPERE FRAME SIZE "AT" INDICATES AMPERE TRIP P SETTINGS f 240 VAC HEAVY DUTY NON -FUSED DISCONNECT cn CONTRACTOR. w � L� SWITCH. � AF/P "AF" - INDICATES FRAME SIZE LU TEXT ADJACENT TO EQUIPMENT- IS SOMETIMES ADDED FOR EXTRA --�-- SYSTEM GROUND OR EQUIPMENT GROUND "P" - INDICATES # OF POLES w CLARIFICATION ON DEMO/EXISTING TO REMAIN ITEMS. REFER TO LIST O - = BELOW FOR DEFINITIONS. w w U w Q TBR EXISTING EQUIPMENT TO BE REMOVED BY CONTRACTOR O w #�� PANELBOARD WITH LU z ETR EXISTING EQUIPMENT TO REMAIN. CONTRACTOR SHALL MAIN LUGS ONLY w c� MAINTAIN IN OPERATION. # = 3-PHASE VOLTAGE ERE EXISTING EQUIPMENT TO BE REMOVED AND RELOCATED AS SHOWN BY CONTRACTOR. ETN EXISTING EQUIPMENT TO BE REMOVED AND REPLACED WITH / 200A DISCONNECT SWITCH (NON -FUSED) NEW BY CONTRACTOR l "200A" INDICATES AMPERE SWITCH SIZE CIRCUITING I IRECEPTACLES1 1. FACEPLATE COLOR - LIGHT ALMOND, UON. LP2A-1,3,5 HOMERUN TO PANEL "LP2A", CIRCUITS #1,3,5 (VIA 2. DEVICE COLOR - LIGHT ALMOND, LION. KKK 20A-1P C/B'S). PROVIDE INSULATED GROUND CONDUCTOR IN ACCORDANCE WITH ( (�# 125 VOLT, 2 POLE, 3 WIRE, 20 AMP., HEAVY DUTY DUPLEX SPECIFICATIONS. NUMBER OF CIRCUITS INDICATED rTXX RECEPTACLE, MOUNTING HEIGHT 18" AFF LION. BY QUANTITY OF ARROW HEADS. PANEL NAME NOT SHOWN IF ONLY SINGLE PANEL EXISTS FOR SPACE. (�}# 125 VOLT, 2 POLE, 3 WIRE, 20 AMP., HEAVY DUTY DUPLEX �'LXX RECEPTACLE, MOUNTED ABOVE COUNTER. L2PA-2 HOMERUN TO PANEL "12PA" VIA 20A/1 P CKT BKR. SEE II I Il BELOWPARAGRAPH 'HASH MARKS' FOR CONDUCTOR 125 VOLT,2FOLE, 3 WIRE, 20, HEAVY & SIZz 0 A RECEPTACLE MOUNT F FLOOR. ��III HASH MARKS INDICATE QUANTITY OF #12 AWG CO # 125 VOLT, 2 POLE, 3 WIRE, 20 AMP., DOUBLE DUPLEX "QUAD" (D l COPPER CONDUCTORS IN CONDUIT. WHEN NO HASH U RECEPTACLE,: MOUNTING HEIGHT 18" AFF UON. J MARKS ARE INDICATED, CONDUIT SHALL CONTAIN (2) XX O #12 WIRES AND #12 GROUND WIRE. ASSUME 1/2" o z DIAMETER CONDUIT, UNLESS NOTED OTHERWISE. O REFER -TO RECEPTACLE TAG SCHEDULE ON SHEET E600 EXAMPLE SHOWN AT LEFT INDICATES 2 HOT (SHORT z U LINES), 2 NEUTRAL (LONG LINES), AND 1 GROUND m U WIRES (LONG LINE WITH TAIL). DATA 1. FACEPLATE COLOR - TBD. "`NOTE" 2. DEVICE COLOR - REFER TO SCHEDULE ON E600. CONDUCTORS REQUIRED FOR LUMINAIRE SWITCHING ARE NOT ACCOUNTED FOR ON THE PLANS USING HASH MARKS. CONTRACTOR SHALL INCLUDE ANY NECESSARY CONDUCTORS REQUIRED FOR DATA DROPS; REFER TO DETAILS SHEET E500. SWITCHING IN BID. SWITCHING DESIGNATIONS (LOWER CASE LETTERS) ARE SHOWN TO ILLUSTRATE SWITCHING INTENT. VOICE DROPS. REFER TO DETAILS SHEET E500. CIRCUIT ROUTING SHOWN ON DRAWINGS SHALL BE CONSIDERED WAP WIRELESS ACCESS POINT. DIAGRAMMATIC ONLY. CONTRACTOR SHALL PROVIDE NECESSARY OFFSETS AND ROUTE FEEDERS AFTER HAVING CONSIDERED ALL FIELD OBSTACLES LIGHT FIXTURES El o a a # 'A' UPPER CASE LETTER INDICATES FIXTURE TYPE. 'a' LOWER CASE LETTER INDICATES SWITCH CONTROL. WHERE NO SWITCH CONTROL DESIGNATION IS PROVIDED, CONTROL SHALL BE VIA MASTER ROOM SWITCH OR MASTER ROOM OCCUPANCY SENSOR (WHERE PROVIDED). 'NL' INDICATES NIGHT LIGHT. FIXTURE SHALL NOT HAVE SWITCH CONTROL. 'EM' FIXTURE TO BE SUPPLIED WITH EMERGENCY BATTERY BACKUP & CONNECTED/CIRCUITED PER z MANUFACTURER'S RECOMMENDATIONS. 0 J EXIT & EGRESS gs EMERGENCY BATTERY UNIT (EBU). REFER TO I �I LIGHTING FIXTURE SCHEDULE. ®� CEILING -MOUNTED ILLUMINATED "EXIT" SIGN LIGHTING FIXTURE. WALL -MOUNTED ILLUMINATED "EXIT" SIGN LIGHTING FIXTURE. NOTE: ARROWS INDICATE DIRECTION OF EGRESS. EXIT SIGNS SHALL BE INSTALLED 8'-6" AFF. PROVIDE PENDANTS AS REQUIRED BY ROOM CEILING/STRUCTURE HEIGHT. J OCCUPANCY SENSORS x x MM O OCCUPANCY SENSORS: REFER TO OCCUPANCY n SENSOR SCHEDULE. UPPER CASE LETTER ADJACENT TO SENSOR INDICATE OCCUPANCY SENSOR TYPE: M OCCUPANCY/MOTION SENSOR DS DAYLIGHT SENSOR DM DIMMER a,b LOWER CASE LETTER ADJACENT TO SENSOR INDICATES SWITCH DESIGNATION/CONTROL (ONLY SHOWN WHERE NEEDED FOR CLARIFICATION) a1,a2 'FOR DAYLIGHT SENSORS, THE LOWER CASE LETTER IS ACCOMPANIED BY A NUMBER AS A DESIGNATION FOR THE DIMMERS IT CONTROLS. "POWER PACKS NOT SHOWN ON PLAN. PROVIDE AS REQUIRED FOR PROPER OPERATION. OCCUPANCY SENSORS AND POWER PACKS SHALL BE SENSOR SWITCH, P&S OR WATTSTOPPER. LIGHTING CONTROL TYPICAL SWITCH DEVICE SYMBOL. REFER TO SWITCH TAG SCHEDULE. DIGITAL CONTROL I RD# DIGITAL LIGHTING ROOM CONTROLLER. REFER TO WIRING DIAGRAMS PER MANUFACTURER FOR ADDITIONAL INFORMATION. OCCUPANCY SENSORS AND SWITCHES ASSOCIATED WITH THIS SYSTEM ARE SPECIFIED ON 'OCCUPANCY SENSOR SCHEDULE' AND'SWITCH TAG SCHEDULE'. Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com ■ H a� ., " E 0 Ohl,W = N � Z N L_ ,j p 00 r- ZC2Y� W>ofW G � O O} 3 Wm :-�: 3 GV)LU low m O 2 w z m 0 c' < 6 U) o Co 4 w Ln LU 5 o_1 Q a � pF NEy, Q `O�p S A. NIT 0 � try r ExP: 07/24 z F p 0 913 7'� pROFE S S IO\kQ'� REVISION SCHEDULE NAME DATE Al. 2021-12-09 E 0) C: D LO U o C'7 0 c� Z CZ CZ C U_ 0 c15 W �--+ L � Q U W � U 70 1- CSW W CZ G 0 `V rr }� 0) i :3 Cy) B O>%r C T DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: Y.L ELECTRICAL GENERAL NOTES A i 2 3 El 5 1 1 7 8 9 10 11 12 E001 IS N N M N _ N CD N LO T H G F C V 0 C C C C C C I 3 0 5 7 0 1 1.5 2 3 4 5 6 7 8 I I I I I I I I I Q � i C 315A �C _ l __ - ---_ ADMIN. i I -' �I P-A3 �Ij P-B P-A1 P-A2 P-A3 r I - - -- Q STAFF �� i ' 11 1 }� n BLDG. P=A3 �.. _ l PR 'WDEF§ OFFICE 1 ' Al_ _ _ ,<< -- P-Ai MECHANICAL P-A3 I _ 1. I STORAGE 325 FIEF-- - } (2) ((F BUILDING PROVIDE i' �. II BREAK Y % I,ROVIq�I '' SE / I 32 10 I ', III ( I 3 (2) = I I STORAGE h� OFFICE. U w / O -STA-FFJ I 1 I -�; ►� �v 315 -321 O2IDEVICE1 307J PROVIDEF R , } 326 303 i I - DATA OFFICE � FF I P-Ai 30� P-A3 12 369 3� P-HOUSE 10() L J (T T I IAi 7 319 TI27 9 3 U:.-� II IU A � STAFF/ PP - - - I SPiCIM I ADMIN _._0_ ...,.� TLT P-A2 P-A2 ORRIDOR P-A3 P-A3 P-A3 - I I 2 I 38 _ 300 114 22� I 17 -�4 _ Wa _.., i EQUI L _ 1 �1 - - ,I REVENUE M' h.,I" [FZH : J 1 OFFICE— BLD �... -6� _ - --- _ Q II �- P- EQUIP. ST GE Y NURSING P-A2 MED P-A3 I ' 306 36 CLEAN I RSING 15 SOILED 16 P-A3 NURSING ' I/ I _ 18 _ 32 2 304 3b8 316 320P-A3 312 318 , 310 i _ - .. ' wumw wiuuuuNw.d uuu ur Y — — + - n SPECIAL'. P 1�L Y 24 j -� P-B P 2 P_ t P A2 ), P-Ai 20I. 16 STAFF f!' CL N SPECIALTY --1 SPECIALTY { } SPECIALTY SPECIALTY SPECIALTY EXAM AM ECI �_ _ �: 26 P - I 21 F' A2 P A3: /EQUI EXAM EXAM EXAM EXAM EXAM -� 31 _ -__. ==1"- - EXA BREAK l - . _ ...... l OPECIAPfCIALT 19 , ,......, I 218 209 XA111r All 410 411 2 3,.__ 234 ) r 2 `�, 226 g j it31 j 201 P A2 I° , a I I : " ° Irv:"" STA— _ F:_. I _.. __——ro.— 1 °I } , 3 ° FF � I,: 4- � f� r TLT A2 i P - i - i l P`A_. - P7A2 EXAM _ 1 . 2 _ 32 - SOILED _ _ 22 _ r TYP a,� --- — M 408 _ 20 EXAM _ EXAM L EXAM P-A� -EXAM TYPE 1 ..._-.._� 2 _ : XAM - - 220 AM XAM - 16 R.... n� 14 ,,— �, - I -. __- I _ � 3 I I I - , (l' I 409 2' 23� 27"` - 19 221- ',',- I 211 ` E 2_. 20 5 204,/r I ° P-A2 P-A2 f I° 2 � 1 roI uv+nxwvanman rem__,rvrvwwumu , ., ., _ w n°wrvw m N �"" i ee_emurvuu°i r _ 29 S, -LOOD _ i P-A3 :� t�� - i �, I--, - P-A2 - 2 { I 3I _ __ \ AM �.: w; EXAM - XAM:. EXAM .... 23, E AM _ -- 24 - I -" 27-- - r- P172 . y- . �._._... - ; �: p_ - DRAW DRAW EXAM 238 �. P A E X AM XAM I f ?CAM- XAM _r_ ._. 2 25 -.. 2 2 23Q 2 22� 4 _ 205; ` 206'` 406 r P B 3 I/ 19 P-B ! F 4b7 x- -- P-B ....} j L , _.�.... � I�-A2 SFIAR D - - MGR. , I ,l LAB P8 BLOOD V1 k �._ u SCFI 18 _.- D H. i - P-A3 POINT -OF 8f j 18 FFI 1=j I OFFICE C 8 DRAW WORKROOM HEEEET _ - (2) OF - - 28 CARE HEAT (2) �-1 -0 Al .I 2 D TA -« P-B - P-A2 CO ULT WORK I LCQN. ULT _ 3 ' f 122 (2�......... EXAM 405 404 b 232 3 - 3 DATA \\ 01 39 f.. _ 31 3 240 1 I 21 - iII _ 1 224 OUTLAB E�I — --- ' 34 RIMARY I P-B I P-Al `� P� 17 35 F- 4 DATA EACH CARE J P-Ai G F - 403 ��11 � 29 1 200A o ^ q j e 41 _:� �..[ 00 j (J VITALS m T PIC I O0 P-Al �� 34 /NURSE ¢ UEN 1'il NT P BLI�9 COPI� •,I 36 I COPY -PAENT P-B VISIT J TLT IT J "� - /SUPPLY I /SUPPL T IT_ _ - \ B 10 �14_ CHECKO-IN/ 110 !- i� 108'� I 105 + CHECK-OUT, 106 OUT _ —10 I J� 4 4 P-Al - ti - -- P-A 102 CHECK -IN 13 _ ! J • ( 103 P-Al 23 P-A I I OUT LA TIENT I � � I � 37 � ----- - � ----- - j ----- - ----� - l• I WAITING El -II 251 (8) WAITING 401 I PRIMARY CARE 101 I I WAITING (45) I I I I)77- - - El _ VESTIB LE IJ --._ �T.�a� - - I 19 VESTIBULE LU L -40100 - P-6 9Ir J , ! I I DI P O D I D D I D I i\ l D I I A2 ELECTRICAL POWER PLAN - FIRST FLOOR E 100 1/8" =1'-0" A2 34 i E-3i VITALS / I, C) NURSE E IAL - ECH AN&- - [SIT EXAM PJVO --")(CAR 16 (I 1 20i y ? F 208 , F 1 --__'SPECIALTY P-A3 / CARE 1 P-Al I 39 ll 200 I P 4 3 / j NT 6 l` o� CONF. I� ULT TLT7` STOR P/�3 TLT 115 /32 CONFER CEL---- j 1hT 1�12T 13T-IIII l >j . 11 14t - P-A3 30 P-A3 + I II Ell 33 SPECIALTY CARE WAITING (24) IALIU�- I I I 11 12 GENERAL NOTES A. REFER TO E-001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS AND GENERAL NOTES. B. ALL CABLING SHALL BE LABELED AT EACH END, HOLTARCHITECTS AND AT FACEPLATE. FOLLOW ADJACENT LABELING SCHEME. CABLE LABELS SHALL BE SELF LAMINATING, PANDUIT OR EQUAL. C. ALL CABLING SHALL BE NEATLY RUN AND SUFFICIENTLY SUPPORTED. FOLLOW NECA 1-2010 GUIDELINES. Architecture D. PROVIDE GROUNDING PER NEC FOR ALL Planning ELECTRICAL EQUIPMENT AND ASSOCIATED EQUIPMENT. Interior Design E. ALL CABLES SHALL BE TESTED FOR PROPER 619 West State Street IDENTIFICATION AND CONTINUITY. ALL OPENS, Ithaca, New York 14850 SHORTS, CROSSES, GROUNDS AND REVERSALS SHALL BE CORRECTED. 132 E. Jefferson Street Syracuse, New York 13202 F. FOR MOUNTING HEIGHTS OF DATA OUTLETS, CHECK DETAILS ON DRAWING A251 & 401. p 607 273 7600 www.holt.com H U aLO E � Mo 0 � W�N� Z N N KEY NOTES r+ O Q p ,= z < Y W � 0� Cu RECEPTACLE & DATA OUTLET INSTALLED AT z ? O G } 1 4'-0" AFF TO SERVE WALL -MOUNTED m 3 COMPUTER. SEE DETAIL A9/C5 ON W ARCHITECTURAL DRAWING A401. p Y w RECEPTACLE INSTALLED AT 4'-0" AFF TO LO LU < z 2 SERVE WALL -MOUNTED DIAGNOSTIC z STATION. SEE DETAIL A5/C9 ON = w m ARCHITECTURAL DRAWING A401. Q 3 SEE DETAIL C11 ON A251 FOR RECEPTACLE 06 t- Co � W MOUNTING DETAILS. o Q a POWER AND DATA TO BE BUILT INTO 4 MILLWORK OF COUNTER PER DETAIL ON A402. 5 SEE PLUMBING PLAN FOR EXACT LOCATION of N E W OF THE PUMP PRIOR TO INSTALLATION. EC TO PROVIDE BOX AND CONDUIT OR AV 6 CABLES BETWEEN COMPUTER @ 18" AND TV MONITOR @ 66". yt THIS LIGHTING FIXTURE IS TO BE r- axr: 07/24 7 CONTROLLED SEPARATELY BY A 3-WAY, F DIMMABLE SWITCH. p 091373 pROFESSIONa� REVISION SCHEDULE NAME DATE 2021-12-09 2 2022-01-05 E D LO U 0 -- M O W Z .0 .. C U_ cz ch �--+ L Q CU U M — o T (Z CZ 0 =3 co B 0 >%r C U0r T DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: Y.L ELECTRICAL POWER PLAN A 2 3 0 5 0 7 10 11 12 El 00 00 N N Kati N N Q LO T" I F E I L A B 0 I 3 C C — C C C c _ - _T CI A2 ELECTRICAL POWER PLAN - ROOF El 01 1/8" = 1'-0" 5 A I I E F-2 I � I P-A2 7 D 7 /}� 0RTU-3 P-Ai BTU-4 RTU-81 13,15,17 �° D P-Ai O 1,3,5 EF-7 RTU-9 P-A": P-n-n 1 — — P 9 2 - I �Gu,GG,�p O 11)'n ` EF-8 P-A2 EF-5 EF-6 1 I� P-A2 1 P-A 7,9, RTU-6 I I I �W � 0 I I I I �— T I �1 11 12 GENERAL NOTES A. REFER TO E-001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS AND GENERAL NOTES. B. ALL CABLING SHALL BE LABELED AT EACH END, AND AT FACEPLATE. FOLLOW ADJACENT LABELING SCHEME. CABLE LABELS SHALL BE SELF LAMINATING, PANDUIT OR EQUAL. C. ALL CABLING SHALL BE NEATLY RUN AND SUFFICIENTLY SUPPORTED. FOLLOW NECA 1-2010 GUIDELINES. Architecture D. PROVIDE GROUNDING PER NEC FOR ALL Planning ELECTRICAL EQUIPMENT AND ASSOCIATED EQUIPMENT. Interior Design E. ALL CABLES SHALL BE TESTED FOR PROPER 619 West State Street _. IDENTIFICATION AND CONTINUITY. ALL OPENS, Ithaca, New York 14850 SHORTS, CROSSES, GROUNDS AND REVERSALS SHALL BE CORRECTED. 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com H U aLO E Mao 0 W � N � A Ohl, LU N N KEY NOTES O < Y41 W � RECEPTACLE & DATA OUTLET INSTALLED AT o 0 - G 1 4'-0" AFF TO SERVE WALL -MOUNTED COMPUTER. SEE DETAIL A9/C5 ON W m � � ARCHITECTURAL DRAWING A401. p Y w N RECEPTACLE INSTALLED AT 4'-0" AFF TO a0 z 2 SERVE WALL -MOUNTED DIAGNOSTIC � z STATION. SEE DETAIL A5/C9 ON = w M ARCHITECTURAL DRAWING A401. N � Q 3 SEE DETAIL C11 ON A251 FOR RECEPTACLE F- m ,I W MOUNTING DETAILS. o Q a POWER AND DATA TO BE BUILT INTO 4 MILLWORK OF COUNTER PER DETAIL ON A402. 5 SEE PLUMBING PLAN FOR EXACT LOCATION p F N E W OF THE PUMP PRIOR TO INSTALLATION. ova 5 A Nl� /-� EC TO PROVIDE BOX AND CONDUIT OR AV �P �* 6 CABLES BETWEEN COMPUTER @ 18" AND TV MONITOR @ 66". THIS LIGHTING FIXTURE IS TO BE r EXP: 07/24 Ck-- 7 CONTROLLED SEPARATELY BY A 3-WAY, RAJW F DIMMABLE SWITCH. O 091313 PROFESSJWO REVISION SCHEDULE NAME DATE Al 2021-12-09 2 2022-01-05 E 0) CLO D m U 0 M -- T O W Z .0 C U_ CZ ( i � Q U cz — U M 5W � CZ G 0 W i =3 M B p >% C ,- CU ( ) T T DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: Y.L ELECTRICAL ROOF PLAN A 3 4 1 5 1 6 1 7 1 8 1 9 1 10 11 12 El 01 H G F E FBI C 0 C C C E I I I K r,, 325 K I I 1 X TAF P-A2 _,---.' -- DF ICE F F I_ OW-- 7 �1DMIN i I : _UILDI -- I - - a- H _. iTAI=�- ---- - E I I P�0 F-- 0 --�-- ---DOi-- -- OFFICE TORA , ;_<.' \/ IEr1 gt 1 FFIC= ; 13REAK ;,, 309 r� . 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I 11 T m 04 B 1 ..................... _._ _. .-- — — — — a } , �ti1J (PATIENT o ■ ■ ti LAB M B A C A C C C C A o 0 0 o B I B® ® I ® ® I -I Af A�j� A -110AIT1NG I YNAI f ING I (I C C I C CEm , I M- --- - M - CO n A---.. _._.._ ._._.. -- -� - - _ -- F 18) J - -- - - - - - - - - - 1- A A -- - '• -� -HI A -----•�- - tee. -A_._ ............... C _ -- - 100 OF I I K n o I o o I E:;K 1 '`'� � o I I I I + A2 ELECTRICAL LIGHTING PLAN - FIRST FLOOR E200 1/8" = "0" 11 1 12 GENERAL NOTES A. REFER TO E-001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS AND GENERAL NOTES. B. ALL CABLING SHALL BE LABELED AT EACH END, AND AT FACEPLATE. FOLLOW ADJACENT LABELING SCHEME. CABLE LABELS SHALL BE SELF LAMINATING, PANDUIT OR EQUAL. C. ALL CABLING SHALL BE NEATLY RUN AND SUFFICIENTLY SUPPORTED. FOLLOW NECA 1-2010 GUIDELINES. Architecture D. PROVIDE GROUNDING PER NEC FOR ALL Planning ELECTRICAL EQUIPMENT AND ASSOCIATED EQUIPMENT. Interior Design E. ALL CABLES SHALL BE TESTED FOR PROPER 619 West State Street IDENTIFICATION AND CONTINUITY. ALL OPENS, Ithaca, New York 14850 SHORTS, CROSSES, GROUNDS AND REVERSALS SHALL BE CORRECTED. 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com H U aLn E � Lu 0 I o j N � D W Z # KEY NOTES O W Q Y N RECEPTACLE & DATA OUTLET INSTALLED AT z 0 O} 3 G 1 4'-0" AFF TO SERVE WALL -MOUNTED COMPUTER. SEE DETAIL A9/C5 ON W m 3: ARCHITECTURAL DRAWING A401. p Y w RECEPTACLE INSTALLED AT 4'-0" AFF TO W a0 z 2 SERVE WALL -MOUNTED DIAGNOSTIC O STATION. SEE DETAIL A5/C9 ON a z ARCHITECTURAL DRAWING A401. N Q 3 SEE DETAIL C11 ON A251 FOR RECEPTACLE 06 N o Co 4 MOUNTING DETAILS. LU o Q POWER AND DATA TO BE BUILT INTO a - 4 MILLWORK OF COUNTER PER DETAIL ON A402. 5 SEE PLUMBING PLAN FOR EXACT LOCATION O F N E W OF THE PUMP PRIOR TO INSTALLATION. EC TO PROVIDE BOX AND CONDUIT OR AVcoASa'eO 6 CABLES BETWEEN COMPUTER 9 18" AND TVMONITOR (EXP. 9 66". THIS LIGHTING FIXTURE IS TO BE 07124CL- 7 CONTROLLED SEPARATELY BY A 3-WAY, "' F DIMMABLE SWITCH. O 091373 Q� PAOFES SIONP� REVISION SCHEDULE NAME DATE C 2021-12-09 2 2022-01-05 E D U O M -- T 0 Cn� a) z — � IC U o CZ W i (DQ U cz U M T CZ Cu O co B 0 >% CIO r U C) ,- DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: Y.L ELECTRICAL LIGHTING PLAN A 1 1 2 3 1 4 1 5 6 7 8 1 9 10 11 12 E200 T N N N C) N Lo T H G F C A 0 1 12 3 1 4 1 5 HORIZONTAL CABLING SCHEDULE CABLE COLOR UTP TYPE INSULATION RJ45 JACK COLOR CONFIG. 1 w Uj a U `n ni co J �pc� p v � W � HOMERUN LOCATION cc Q Q U V �� > C� V V J W m > O F— i- DATA 0 0 0 0 0 DATA PATCH PANEL WAP 0 0 0 0 0 DATA PATCH PANEL VOICE o 1 0 0 0 0 1 DATA PATCH PANEL GENERAL SCHEDULE NOTES: 1. PROVIDE A DEDICATED CABLE FOR EACH JACK IDENTIFIED ON THE PLANS/DETAILS. UTILIZE J-HOOKS FOR CABLE MANAGEMENT ABOVE SUSPENDED CEILING. PROVIDE EVERY 5'-0" OC. (TYPICAL FOR ALL CABLES) VOICE UTr DATA UTr CEILING SPACE PROVIDE (2) 4" EMT CONDUIT RISERS OR VERTICAL SECTION OF CABLE LADDER TO TRANSITION TO CEILING SUPPORTS. PROTECTIVE PLASTIC BUSHING (EACH END) REFER TO FLOOR PLAN FOR ACTUAL 0 QUANTITIES PROVIDE WALL MOUNTED 30RU (56"H), 18"D RACK (MIDDLE ATLANTIC WM SERIES OR 0 EQUAL) MOUNT TO WALL WITHIN DATA ROOM. PROVIDE PAINTED (GRAY) PLYWOOD MOUNTING SURFACE • GggwA� wpGra�� wA�AgA a . • wgpw�, A PROVIDE LEVITON (OR EQUAL) 48 PORT PATCH PANELS (CAT 6), QTY AS REQUIRED TO ACCOMMODATE ALL PROPOSED JACK LOCATIONS + 10% SPARE. C2 DATA/VOICE RISER DIAGRAM E500 12" = V-0" NEW INCOMING SERVICE 208/120V NEW (3) 400KCMIL CU. P/P. & NEUT. IN (3) 3" C. Al � NEW 1000A L MAIN BREAKER 120/208V 3P. 4W. NEW 1000A Z NEW METER & NEW METER & NEW METER & SWITCHBOARD 600A BREAKER 200A BREAKER 100A BREAKER C 120/208V 3P. 4W. 120/208V 3P. 4W. 120/208V 3P. 4W. (2) SPACE FOR FUTURE EXPANSION NEW (2) 350KCMIL NEW (1) #4/0 CU. NEW (1) #2 CU. NEW #3/0 CU crCU. P/P. & NEUT. —P/P. & NEUT. IN c-rP/P. & NEUT. IN GND IN (2) 3" C. (1) 2" C. (1) 1 1/4" C. NEW 600A. 3 0 NEW 200A. 3 0 NEW 100A. 3 0 PANEL I PAP 13 I I I PANEL HOUSE" I I 120/208V 120/208V 120/208V 3P. 4W. C C 3P. 4W. C 3P. 4W. NEW 200A 3 o NEW 100A 3 0 PANEL I i PANEL "P-A2" I I I "P-AT' I I I 120/208V 120/208V 3P. 4W. 3P. 4W. A2 ELECTRICAL RISER DIAGRAM E500 12"=1'-0" 3 PAIR NUMBERS j 2 1 4 LABEL IN ACCORDANCE LABEL IN ACCORDANCE WH/OR OR WH/GR BL WH/BL GR WH/BR BR WITH EIA/TIA GUIDELINES WITH EIA/TIA GUIDELINES �L oor XXXjXXXjXXXXXX]XXX 1 2 3 4 5 6 7 8 0 0 n n n n n 444 444 44444444 44444444 0 T568B G6 UTP PUNCHDOWN & LABELING REQUIREMENTS4.1 E500 12" = V-0" PROVIDE J-HOOK CABLE SUPPORTS EVERY 4'-0" O.C. CADDY CAT HP J-HOOK (OR EQUAL) , INSTALLATION PER NECA 1 L -- �,`i HOMERUN TO' DATA RACK BUNDLE CABLES WITH 1" BUSHING = VELCRO STRAPS. CEILING I I I I 1" EMT CONDUIT TO = CEILING CAVITY L r ® I I DATA 4-11/16 SQUARE @ FrI 2-1 /8"D W SINGLE VOICE GANG MUD L RING r FLOOR PLAN SYMBOL SINGLE GANG COVERPLATE D6 GENERAL DATA/VOICE/CATV BOX INSTALLATION DETAIL E500 12"=1'-0" Switchboard: SWBD Location: ELEC 315A Volts: 120/208 Wye A.I.C. Rating: Supply From: Phases: 3 Mains Type: Mounting: Wires: 4 Mains Rating: 1000 A Enclosure: 'MCB Ratina: 1000 A Notes: CKT 1 Panel P-Al -A2-A3 1 2 Panel P-B 1 3 Panel P-HOUSE 5 6 9 10 1 11 1 12 13 1 14 1 15 16 1 17 18 19 20 Legend: Load Classification Cooling HVAC Lighting - General' Lighting - Exterior ' Other J Receptacle Power Lighting Notes: Circuit Description # of Poles Frame Size Trip Rating Load Remarks 3 600 A 600 A 204501 VA 3 200 A I 200 A 39271 VA 3 100 A 1 100 A 2492 VA Total Conn. Load: I 246245 VA 1 Total Amps: 684 A Connected Load I Demand Factor Estimated Demand Panel Totals 185 VA 100.00% 185 VA \ 127257 VA I 100.00% 127257 VA 1 Total Conn. Load: 246245 VA 8759 VA I 125.00% 10949 VA �tal Est. Demand: 204771 VA 500 VA 1 125.00% 625 VA Total Conn.: 1 684 A 888 VA I 100.00% I 888 VA I Total t. Demand: 568 A 97420 VA 1 55.13% 53710 VA 11136 VA 1 100.00% 11136 VA 505 VA I 100.00% I 505 VA 1 11 12 GENERAL NOTES A. REFER TO E-001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS AND GENERAL NOTES. • B. ALL CABLING SHALL BE LABELED AT EACH END, AND AT FACEPLATE. FOLLOW ADJACENT LABELING SCHEME. CABLE LABELS SHALL BE SELF LAMINATING, PANDUIT OR EQUAL. C. ALL CABLING SHALL BE NEATLY RUN AND SUFFICIENTLY SUPPORTED. FOLLOW NECA 1-2010 Architecture GUIDELINES. Planning D. PROVIDE GROUNDING PER NEC FOR ALL ELECTRICAL EQUIPMENT AND ASSOCIATED Interior Design EQUIPMENT. 619 West State Street E. ALL CABLES SHALL BE TESTED FOR PROPER Ithaca, New York 14850 IDENTIFICATION AND CONTINUITY. ALL OPENS, SHORTS, CROSSES, GROUNDS AND REVERSALS 132 E. Jefferson Street SHALL BE CORRECTED. Syracuse, New York 13202 F. FRANCHISEE WILL HIRE A VENDOR TO PROVIDE p 607 273 7600 www.holt.com AND INSTALL ALL AV EQUIPMENT. 0# KEY NOTES LIGHT FIXTURE SCHEDULE and LEGEND SYMBOL TYPE QUANTITY DESCRIPTION MANUFACTURER: LUXRITE 0 A 49 MODEL No.: LR23784 LAMP: LED, 11 W NOTES: 1, 6, and 8 MANUFACTURER: EUREKA B 13 MODEL No.: 4255-UFL LAMP: LED, 8W NOTES: 3, 8, and 11 MANUFACTURER: FOCAL POINT C 12 MODEL No.: SEEM 1 LAMP: LED PENDANT, 6W NOTES: 3, 8, and 11 MANUFACTURER: WARELIGHT D 4 MODEL No.: - LAMP: LED, 30W NOTES: 1, 6, and 8 MANUFACTURER: WARELIGHT MODEL No.: E 19 LAMP: LED, 30W NOTES: 1, 6, and 8 MANUFACTURER: WARELIGHT MODEL No.: F 114 LAMP: LED, 34W NOTES: 1, 6, and 8 MANUFACTURER: WARELIGHT G 26 MODEL No.: LAMP: LED, 34W NOTES: 1, 6, and 8 MANUFACTURER: MAXIM LIGHTING MODEL No.: WAFER LED LINEAR 1 I' I H 70 LAMP: LED, 36W NOTES: 1, 6, and 8 MANUFACTURER: W86 TRADING CO., LLC 6 MODEL No.: ST7LPL-6P40WD40BLK LAMP: LED, 40W NOTES: 3, 8 and 11 MANUFACTURER: LEGRAND MODEL No.: SKYDOME 374' DIAMETER O J 1/2 LAMP: LED, 70W NOTES: 1, 6, and 8 MANUFACTURER: PROBRITE MODEL No.: POWERWALL 50 K 10 LAMP: LED, 50W 1 NOTES: 5, 7, and 8 MANUFACTURER: BURTON MODEL No.: ALEDSC 1 L 2 LAMP: LED, 84W NOTES: 5, 7, and 8 1 MANUFACTURER: LITHONIA LIGHTING MODEL No.: EU2C EM 17 LAMP: LED, 10W NOTES: 2, 8, and 11 MANUFACTURER: EXITRONIX ® X 12 MODEL No.: VEX-U-BP-LB-WH LAMP: LED, 10W NOTES: 2, 8, and 11 MANUFACTURER: LITHONIA LIGHTING EA 5 MODEL No.: DSX1 LED P3 40K T5S MVOLT LAMP: LED, 102W, 13088 LUMEN NOTES: 8, and 11 MANUFACTURER: LITHONIA LIGHTING L7 EB 7 MODEL No.: DSX1 LED P3 40K BLC MVOLT (� LAMP: LED, 102W, 10309 LUMEN NOTES: 8, and 11 MANUFACTURER: LITHONIA LIGHTING EC 3 MODEL No.: DSX1 LED P3 40K RCCO MVOLT LAMP: LED, 102W, 7671 LUMEN NOTES: 8, and 11 1 1. PROVIDE WITH ELECTRONIC BALLAST. 1 2. PROVIDE WITH A BACKUP BATTERY PACK. 3. PENDANT MOUNTED WITH 3/4" RIGID CONDUIT. PROVIDED BY CONTRACTOR. 4. OWNER PURCHASED LIGHT FIXTURES. CONTRACTOR INSTALLED. 5. SURFACE MOUNTED UNIT 6. RECESSED MOUNTED UNIT 7. SEE INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS FOR ALL UNITS INSTALLED ON VERTICAL SURFACE OF WALLS. 8. OR APPROVED EQUAL. PROPOSED SUBSTITUTIONS SHALL MEET ALL GUIDELINES ON G001. VALUE ENGINEERING EQUALS SAME PERFORMANCE IN A SIMILAR PRODUCT. ALL SUBSTITUTIONS SHALL BE APPROVED BY CLIENT / CLIENT REPRESENTATIVE PRIOR TO THE FINALIZING OF BIDDING. 9. SEE REFLECTED CEILING PLAN FOR MOUNTING HEIGHTS. 10. BOTTOM OF CEILING FANS SHALL MATCH THE BOTTOM OF ADJACENT PENDANT MOUNTED LIGHT FIXTURES IN ORDER TO REDUCE SWAYING OF LIGHT FIXTURES. 11. SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS. I f aLO E o 0 W Ln LU N Z Ln N N 0 � O WQ Yck� a '0 G Z Lu _ 3 W m 3 aV)Lu7 UJI z 1 ') a0 3:ujZ 'n H U m -4 N o _j Ln � _4aa — pF NEW A..P `��pS A.N�Tr0 'A �* ExP: 07/24 F p 09137 PA�FES SIONP� REVISION SCHEDULE NAME DATE 2& 2021-12-09 E D -� LO U CD co -- T o W '- Z — CZ _1�_j . C W W �--+ L Q CU CZ ., U M T C G 0 CZ i C)) =3 M B O>%r CZ U�r T DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: Y.L ELECTRICAL COMM. RISER DIAGRAM & DETAILS A E500 1 I 2 1 3 1 4 I 5 1 6 I 7 E'3 w 1 10 1 11 1 12 CM d' N co I N N 0 N \ LO T H G F 3 Notes: rd Branch Panel: P-Al Location: MECHANICAL 315 Supply From: SWBD Mounting: Surface Enclosure: Type 1 CKT Circuit Description 1 RTU-4 3 - I5 7 RTU-6 9 I 11 -- 13 RTU-8 15 17 - 19 Automatic Doors - Vestibule 21 Automatic Doors - Specialty Care Hallway 23 Primary Care Waiting Recep. 25 Automatic Doors - Primary Care/Check-Out 27 Admin 301 /Revenue 302 Recep. 29 Office 326/Equip Rm 322 Recep. 31 Spec. Exam Rm 210 Receptacles 33 Office 223/232 Receptacles 35 Automatic Doors - Primary Wait/Hall 37 Check -in 102/104 Receptacles 39 Check -in 103 Receptacles 41 Check-out 104 Receptacles Legend: Load Classification Cooling HVAC Lighting - General Lighting - Exterior Other Receptacle Power Lighting Notes: 5 1 6 Volts: 120/208 Wye A.I.C. Rating: Phases: 3 Mains Type: Wires: 4 Mains Rating: 600 A MCB Rating: NA Trip Poles A B C Poles Trip Circuit Description 45 A 3 3963... 4563... 3 50 A I RTU-3 - 3963... 4563... I I - -- - 3963... 4563... 50 A 3 4804... 4804... 3 I 50 A I RTU-5 I4804... 4804...- - 4804... 4804... 50 A 3 4804... 4804... 3 I 50 A RTU-7 4804... 4804... 4804... 4804... -- - - 20 A 1 1518... 6004... 3 60 A RTU-9 20 A 1 1518... 6004... - 20 A 1 1800... 6004... -- 20 A 1 1518... 1738... 3 200 A Panel P-A2 20 A 1 1800... 1517... - - 20 A 1 1620... 1520... -- 20 A 1 1440... 1440... 1 20 A Mech. Rm Receptacles 20 A 1 1800... 900 VA 1 20 A Shared Office 224 Receptacles 20 A 1 1518... 1080... 1 20 A Check-out 104 Receptacles 20 A 1 900 VA 1167... 3 100 A Panel P-A3 20 A 1 900 VA 1152... - 20 A 1 1080... 1152... - Total Load: 69601 VA 67333 VA 67570 VA Total Amps: 580 A 561 A 563 A Connected Load Demand Factor Estimated Demand Panel Totals 158 VA 100.00% 158 VA 101236 VA 100.00% 101236 VA Total Conn. Load: 204501 VA 7625 VA 125.00% 9531 VA Total Est. Demand: 167429 VA 400 VA 125.00% 500 VA Total Conn.: 568 A 888 VA 100.00% 888 VA Total Est. Demand::465 A 88020 VA 55.68% 49010 VA 6072 VA 100.00% 6072 VA 456 VA 100.00% 456 VA CKT 2 4 6 8 10 12 14 16 18 20 22 24 1 26 -- 28 30 32 34 36 38 40 42 7 0 8 9 10 11 Branch Panel: P-A2 Location: MECHANICAL 315 Volts: 120/208 Wye A.I.C. Rating: Supply From: P-Al Phases: 3 Mains Type: Mounting: Surface Wires: 4 Mains Rating: 200 A Enclosure: Type 1 MCB Rating: NA Notes: CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description 1 Waiting/TLTs/Copy/Chk-in/out/Conf LT/EF-5,6 I 20 A 1 11210... 11260... I I 1 20 A Staff/Admin Corridor Receptacles 3 I Spec/Exam/Nursing/Consult Office LT I 20 A 1 1054... 1690 VA I I 1 20 A Specialty Care Corridor Lighting 5 I Specialty Care Exam Rooms Lighting I 20 A 1 11211... 11260... 1 20 A Exam Rm 206 Receptacles 7 I Office/Storage/Utility Rm LT/EF-1,2 I 20 A 1 11309... 1260... I 1 20 A Echo Rm 208 Receptacles 9 Spec. Exam/Exam/Soiled/Office LT/EF-7 20 A 1 1308... 1260... I I 1 20 A Office 319/Storage 321 Receptacles 11 Consulting Rm 239 Receptacles 20 A 1 1260... 1440... 1 20 A Exam Rm 235 Receptacles 13 Spec. Exam Rm 233 Receptacles 20 A 1 1440... 1440... 1 20 A Exam Rm 236 Receptacles 15 Spec. Exam Rm 234 Receptacles 20 A 1 1440... 1440... 1 20 A Exam Rm 227 Receptacles 17 Exam Rm 229 Receptacles 20 A 1 1440... 1260... 1 20 A Consulting Rm 231 Receptacles 19 Exam Rm 228 Receptacles 20 A 1 1440... 1440... 1 20 A Exam Rm 226 Receptacles 21 Exam Rm 217 Receptacles 20 A 1 1440... 1440... ' 1 20 A Exam Rm 219 Receptacles 23 Exam Rm 221 Receptacles 20 A 1 1440... 1260... 1 20 A Spec. Exam Rm 209 Receptacles 25 Exam Rm 213 Receptacles 20 A 1 1260... 1440... - 1 20 A Exam Rm 220 Receptacles 27 Spec. Exam Rm 218 Receptacles 20 A 1 1440... 1260... 1 20 A Spec. Exam Rm 215 Receptacles 29 Exam Rm 214 Receptacles 20 A 1 1260... 1260... 1 20 A Exam Rm 212 Receptacles 31 Exam Rm 211 Receptacles 20 A 1 1260... 1260... 1 20 A Exam Rm 203 Receptacles 33 Exam Rm 205 Receptacles 20 A 1 1260... 1260... 1 20 A Spec. Exam Rm 207 Receptacles 35 Exam Rm 204 Receptacles 20 A 1 1260... 900 VA 1 20 A Nursing 308 Wall Receptacles 37 1440... 1 20 A Nursing 308 PC Receptacles 39 41 Total Load: 17383 VA 15172 VA 15209 VA Total Amps: 145 A 126 A, -: 127 A iLegend: i Load Classification Connected Load Demand Factor Estimated Demand I Panel Totals Cooling 158 VA 100.00% 158 VA Lighting - General 5865 VA 125.00% 7331 VA Total Conn. Load: 47758 VA Lighting - Exterior 300 VA 125.00% 375 VA Total Est. Demand: -33671 VA Other 168 VA 100.00% 168 VA Total Conn.: 133 A Receptacle 41220 VA 62.13% 25610 VA Total Est. Demand: 93 A ( Lighting 299 VA 100.00% 299 VA Notes: 12 Architecture Planning Interior Design 619 West State Street _ Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com CKT I H 2 4 6 8 10 12 14 16 18 20 V d 22 I 24 I ^j E 0 U) - L 0 26 -- LV5N� 28 W Lf) Ohl, Z 2 — cN 30 0 0 -4 32 z W � 34 36 °C z _j 0 G 38 > >- W ca 3 40 0 Yz LU 42 Moz^ >= Lu Z M N W Q 06 0 Ln LU o a a — pF NEB, �P p,S A.H1 "0 = ExP: 07/24 F O 091313 pROFES VPON ' REVISION SCHEDULE NAME DATE 0 2021-12-09 Al Branch Panel: P-A3 Location: MECHANICAL 315 Volts: 120/208 Wye A.I.C. Rating: Supply From: P-Al Phases: 3 Mains Type: Mounting: Surface Wires: 4 Mains Rating: 100 A E Enclosure: Type 1 MCB Rating: NA E Notes: BRANCH CIRCUIT SCHEDULE PHASE CONDUCTORS GROUND CKT Circuit Description Trip Poles A B C Poles ; Trip Circuit Description CKT CIRCUIT BREAKER AND/OR CONDUCTOR CONDUIT —� 1 Primary Care Corridor Light 20 A 1 1000... 1017... 1 20 A Staff/Admin Corridor Lighting 2 NEUTRAL CONDUCTORS �— 3 323T/324T/325 Receptacles 20 A 1 1540 VA 1440... 1 20 A Specialty Care Corridor Receptacles 4 OCCUPANCY SENSOR SCHEDULE 3-POLE CIRCUITS 5 Equip. Rm 304/Storage 306 Recep. 20 A 1 900 VA 1800... 1 s 20 A Primary Care Corridor Receptacles 6 50/3 (3)#6 #10 VC OR MC CABLE 7 I 8 TYPE TYPICAL USAGE BASIS OF DESIGN COVERAGE TECHNOLOGY MOUNTING OPTIONS REMARKS I 40/3 (3)#8 #10 1"C OR MC CABLE 9 Provider 305/Storage 303 Recep. 20 A 1 I 11260... 1080... J 1 20 A Office 317 Receptacles 10 I 11 Provider/Elec/Data Rm Recep. 20 A 1 11080... 1080... 1 20 A Staff Break Rm 307 Recep. 12 M GENERAL ROOM WATTSTOPPER LMDC-100 1000SF DUAL TECHNOLOGY CEILING - I 30/3 (3)#10 #10 3/4"C OR MC CABLE 13 Primary Care Waiting Water Fountain 20 A 1 180 VA 1260... 1 20 A Nursing 312/Clean 310 Recep. 14 OS SMALL ROOM WATTSTOPPER DSW- 301 <1000SF WALL 1 20/3 (3)#12 #12 1/2"C OR MC CABLE D 15 Med Rm 316 Receptacles 20 A 1 540 VA 360 VA I 1 20 A Soiled Rm 318 Receptacles 16 DM GENERAL ROOM LUTRON LRF2 DCRB WH CLEAR CONNNECT CEILING - 15/3 (3)#12 #12 1/2"C OR MC CABLE _ D 17 Nursing 320 PC Receptacles 20 A 1 ) 1440... 900 VA 1 20 A Nursing 320 Wall Receptacles 18 19 Spec. Exam Rm 202 Recep. 20 A 1 1260... 1440... J 1 20 A Spec. Exam Rm 201 Receptacles 20 DS j GENERAL ROOM LUTRON MRF2S-6ND-120-GR - I CLEAR CONNNECT RF CEILING - 2-POLE CIRCUITS - 21 Vitals Rm 216 Receptacles 20 A 1 11260... 360 VA I 1 20 A Med Rm 316 Freezer/Fridge Recep. 22 I GENERAL NOTES: 50/2 (2)#6 #10 T'C OR MC CABLE € 23 Exam Rm 222 Receptacles 20 A 1 1440... 1440... 1 120 A Exam Rm 23 Receptacles 24 4012 (2)#8 #10 3/4"C OR MC CABLE ■ 25 Exam Rm 230 Receptacles 20 A 1 11440... 11440... I 1 I 20 A Spec. Exam Rm 225 Receptacles 26 I 1. ARROWS ARE USED ON PLAN TO INDICATE ORIENTATION OF SENSOR (ARROW INDICATES THE LONGER COVERAGE LENS). #10 1/2"C CABLE 27 Exam Rm 238 Receptacles 20 A 1 I I 1440... 900 VA I 1 I 20 A Point -of -Care Work Receptacles 28 I 2. FINAL HIGH BAY LENSES SHALL BE COORDINATED DURING SUBMITTAL PHASE. 30/2 (2)#10 OR MC 29 Vitals/Nurse Visit/Toilet Receptacles 20 A 1 I I 11260... 180 VA I 1 120 A Spec.Care Waiting Water Fountain 30 I 3. -POWER PACKS NOT SHOWN ON PLAN. PROVIDE POWER PACKS AND ALL CIRCUITING AS REQUIRED FOR PROPER OPERATION OF LIGHTING SYSTEM. POWER PACKS 2012 (2)#12 #12 1/2"C OR MC CABLE I 31 Point -of -Care Work Receptacles 20 A I 1 11260... 1440... 'I 1 I 20 A (Conference Rm Receptacles 32 I SHALL BE MODEL "BZ" AS MANUFACTURED BY WATTSTOPPER OR APPROVED EQUAL. CONCEAL POWER PACK WITHIN CEILING/WALL ADJACENT TO SENSOR. 15/2 (2)#12 #12 1/2"C OR MC CABLE 33 Specialty Care Waiting Recep. 20 A I 1 I 720 VA 540 VA 1 I 20 A Copy/Supply 106 Receptacles 34 LO 35 I I I 36 REMARKS: 1-POLE CIRCUITS 37 I I I 38 40/1 (2)#8 #10 3/4"C OR MC CABLE U C) 39 Public/Patient Toilet Receptacles 20 A I 1 I 540 VA 540 VA' I 1 I 20 A I Copy/Supply 105 Receptacles I 40 30/1 (2)#10 #10 1/2"C OR MC CABLE M 41 I I I I I Total Load: I 11671 VA I I I 11520 VA 11520 VA I I I 142 RACEWAY SCHEDULE 2011 (2)#12 #12 1/2"C OR MC CABLE O Total Amps: 97 A 96 A 96 A 15/1 (2)#12 #12 1/2"C OR MC CABLE Cn 7 Z Legend: C AREA CABLING/RACEWAY METHOD REMARKS i NOTES REGARDING USE OF THIS SCHEDULE: ,, 0 C WITHIN WALLS/ABOVE CEILINGS MC CABLE SEE NOTES BELOW 11. USE THIS SCHEDULE AS FOLLOWS: `v .(� (Load Classification Connected Load Demand Factor Estimated Demand Panel Totals I INTERIOR EXPOSED CONDUIT EMT SEE NOTES BELOW I - FOR ALL RECEPTACLE AND LIGHTING CIRCUITS. �rrtt Lighting - General 1760 VA 125.00% 2200 VA - WHERE SPECIFIC CONDUCTOR/CONDUIT SIZING IS NOT INDICATED ELSEWHERE ON THE Q �V CZ Lighting -Exterior 100 VA 125.00% 125 VA Total Conn. Load: 134702 VA GENERAL CONDUIT SCHEDULE NOTES: DRAWING SFT 0 (Other 540 VA 100.00% 540 VA Total Est. Demand: 24043 VA 11. FITTINGS: - FOR ANY BRANCH CIRCUITS THAT ARE REQUIRED TO BE RELOCATED/EXTENDED, ETC. C L (Receptacle i 32220 VA ° 65.52/° 21110 VA Total Conn.: 96 A i -EMT: SETSCREW TYPE 2. DO NOT USE THIS SCHEDULE AS FOLLOWS: - FOR LARGE MECHANICAL LOADS (REFER TO MECHANICAL EQUIPMENT SCHEDULE, THIS Q O U Lighting 158 VA 100.00% 158 VA Total Est. Demand: 67 A I - RGS: THREADED SHEET). CV 2. ALL CIRCUITS SHALL CONTAIN DEDICATED NEUTRALS (NO MULTI -WIRE CIRCUITS PERMITTED) I - FOR SERVICE ENTRANCE CONDUCTORS. V M Notes: 3. CONDUIT SHALL NOT BE UTILIZED FOR EFFECTIVE GROUND FAULT RETURN PATH. ALL CIRCUITS SHALL CONTAIN - WHERE SPECIFIC CONDUCTOR/CIRCUIT IS CALLED FOR ON THE DRAWINGS. DEDICATED GREEN INSULATED CONDUCTOR SIZED PER DRAWINGS OR IN ACCORDANCE WITH APPLICABLE NEC 3. WHERE CIRCUIT LENGTH EXCEEDS 100', CONTRACTOR SHALL USE NEXT HIGHER i CRITERIA. PHASE/NEUTRAL CONDUCTOR SIZE TO COMPENSATE FOR VOLTAGE DROP. CZ 0 C B i = B O r �X SWITCH TAG SCHEDULE RECEPTACLE TAG SCHEDULE U U T SWITCH TAG DESCRIPTION ' FACEPLATE BASIS OF DESIGN COLOR SWITCH TYPE BASIS OF DESIGN BASIS OF DESIGN REMARKS RECEPTACLE TAG DESCRIPTION FACEPLATE COLOR RECEPTACLE BASIS OF DESIGN NEMA TYPE REMARKS DATE: 1 11.17.2021 FACEPLATE SWITCH FACEPLATE RECEPTACLE PROJECT: 21070432 I D DIGITAL DIMMING SWITCH THERMOPLASTIC NYLON 20A, 115V LMDM-101 I GFI GROUND FAULT CIRCUIT INTERRUPTER LIGHT ALMOND THERMOPLASTIC NYLON 5-20R P & S OR LEVITON _ OTHER: NO MARKING STANDARD SWITCH THERMOPLASTIC NYLON 20A, 115V LMSW-101 TR TAMPER RESISTANT RECEPTACLE THERMOPLASTIC NYLON 5-20R P & S OR LEVITON ' DRAWN BY: Y.L 3 THREE WAY SWITCH THERMOPLASTIC NYLON 20A, 115V I - I GENERAL SCHEDULE NOTES: OS I REFER TO OCCUPANCY SENSOR SCHEDULE BELOW (SWITCH BOX TYPE VACANCY SENSOR) I 1. NYLON FACEPLATE COLOR SHALL MATCH DEVICE COLOR ELECTRICAL GENERAL SCHEDULE NOTES: I REMARKS: PANEL 1. NYLON FACEPLATE COLOR SHALL MATCH DEVICE COLOR I SCHEDULES (1) A 2. ALL DEVICES SHALL BE PLUG TAIL TYPE (WITH SEPARABLE WIRING HARNESS) WHERE AVAILABLE BY MANUFACTURER. I JA 3. "a, b, c ..." LOWER CASE LETTERING IS USED TO INDICATE FIXTURE SWITCHING CONFIGURATION 4. 1 'TOR W INDICATES 3 OR 4 WAY SWITCHING DEVICE. SUBSTITUTE INDICATED SWITCH TYPE (BASIS OF DESIGN COLUMN) WITH 3 OR 4 WAY VERSION I REMARKS: 1 I 1 E600 1 2 I 3 I 4 I 5 I 6 I 7 8 I 9 I 10 I 11 I 12 1 2 3 5 6 - J 14 J mot' N co I N N O N Branch Panel: P-B Location: MECHANICAL 315 Volts: 120/208 Wye A.I.C. Rating: T Supply From: SWBD Phases: 3 Mains Type: Mounting: Surface Wires: 4 Mains Rating: 200 A _ Enclosure: Type 1 MCB Rating: NA I F E X C 0 n Notes: CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 Outpatient/Check-in/Out/TLT/Hall LT/EF-4 20 A 1 623 VA 687 VA 1 20 A Blood Draw/Staff Break LT/EF-3 2 3 RTU-1 45 A 3 3963... 4563... 3 50 A RTU-2 4 5 3963... 4563... -- -- - 6 7 -- -- 3963... 4563... -- -- -- 8 9 Automatic Doors - Vestibule 20 A 1 1518... 1518... 1 20 A Automatic Doors - Outpatient Lab Hallway 10 11 Outpatient 401/402 Receptacles 20 A 1 1620._ 360 VA 1 20 A Outpatient/Staff/Admin Corridor Recept. 12 13 Blood Draw Rm 1 405 Recep. 20 A_ 1 720 VA 180 VA 1 20 A Outpatient Water Fountain 14 15 Blood Draw Rm 2 407 Recep. 20 A 1 720 VA 1000... 1 20 A Staff Break Rm 410/EVS/Toilet Receptacles 16 17 Lab Wkrm Counter 404/Toilet 401T Recep. 20 A 1 1440... 1740... 1 20 A Lab Workroom 404 Receptacles 18 19 Blood Draw Rm 406 Recep. 20 A 1 720 VA 900 VA 1 20 A Soiled Rm 409/Clean Rm 411 Recep. 20 21 22 23 24 25 26 _27 28 29 30 31 __ r - _: _: 32 33 34 35 36 37 38 39 40 41 1 42 Total Load: 12306 VA 13282 VA 13686 VA Total Amps: 103 A 112 A 115 A Legend: Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Cooling 26 VA 100.00% 26 VA HVAC 25579 VA 100.00% 25579 VA Total Conn. Load: 39271 VA Lighting - General 1135 VA 125.00% 1418 VA Total Est. Demand: 39567 VA Lighting - Exterior 100 VA 125.00% 125 VA Total Conn.: 109 A Receptacle 9400 VA 100.00% 9400 VA Total Est. Demand: 110 A Power 3036 VA 100.00% 3036 VA Lighting 49 VA 100.00% 49 VA Notes: Notes: CKT Circuit Description 1 Plumbing Pump PP-1 3 -- 5 Site Lighting 7 9 11 ,I _ 13 j 15 17 19 21 23 25 27 l I ,?n 31 _ _ 33 35 37 39 41 Legend: Load Classification HVAC Power Notes: A.I.C. Rating: Mains Type: Mains Rating: 100 A MCB Rating: NA Trip Poles A B C Poles Trip Circuit Description 20 A 2 276 VA -- -- 276 VA 600 VA 1 20 A Exterior Signage 20 A 1 1428... Panel Totals Total Conn. Load: 2492 VA Total Est. Demand: 2492 VA Total Conn.: 7 A Total Est. Demand: 7 A CKT 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 HOLTARCHITECTS Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com H aLO o u W 5 N Z N N 0) .--1 p � 0 � Z 1 W � � as ) Z -j G 05>- 3 W Co 3 3 aYW7 at :0)z r H � m C6 Cl) o _j Lr) �: < — p F N c;p 5 A. 41e 0 * 2� YA �* r EXP: 07/24 Uj F D 091313 Q�c� PROFE S S 100 REVISION SCHEDULE NAME DATE 2021-12-09 E D m � dam' U � M -- T O U W Z CZ `V C C.)�0 cz :5 O U � _Q cz — U CIO 0 ^T,, rl W 5 =3 CZ cz O ♦� i :3 M B O>% C r U�r T DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: Y.L ELECTRICAL PANEL SCHEDULES (2) A E601 1 2 1 3 1 4 1 5 I 6 I 7 8 9 10 1 11 12 75 n L0 N co CV N C) N L0 TT II G E a C X W 1 2 I 3 1 4 I 5 1 PART 1 -GENERAL 1.1 REFERENCES A. Conditions of the Contract and Division 1, General Requirements, apply to work of this Section. Where Paragraphs of this Section conflict with similar paragraphs of Division 1, requirements of this Section shall prevail. B. These drawings are schematic in nature and represent a completed project. minor modifications of work shall be provided by the contractor to comply with project requirements, locations of devices and equipment show a general arrangement and intended function. all components shown on the riser diagrams, but not on the plan or vice versa, shall be included as if shown on both. exact location of mechanical equipment that require electrical connections are shown on the mechanical drawings. before installation of work, check for swings and all required clearances, to avoid interference with other trades. coordinate with all contract documents, shop drawings and equipment drawings. the contractor is responsible for obtaining all required contract drawings. C. Provide electrical connection for every fixture, or item of equipment requiring same, which is shown on any contract drawing. D. Install equipment in accordance with the manufacturer's recommendations and conditions for warranty and guarantee. provide all accessories required for a complete and satisfactory installation ready for continuous use. E. Grounding,: Provide grounding & bonding in accordance with NEC article 250. conductors shall be copper. all feeders, branch circuits, and other wiring systems shall have a separate dedicated green insulated ground wire. Bonding: Provide bonding in accordance with NEC article 250. electrically conductive materials associated with the project shall be connected together in a manner that creates a permanent, low impedance path for ground fault current. F. Equipment or materials shall be new and for any given system and shall be a product of the same manufacturer, unless noted otherwise. G. All equipment shall be installed in a neat and workmanlike manner, rectilinear to building structure an in accordance with NECA 1. H. All raceways running through building expansion joints shall be equipped with expansion fittings. I. Cut and patch building structure as required. Provide U.L. listed fire stops methods for penetrations of fire -rated building components or barriers per UL requirements. Refer to architectural drawings for wall and ceiling ratings. Waterproof all exterior outdoor penetrations. This work shall be subject to inspection and approval. J. This contractor shall provide necessary support framing, stiffeners, bracing, and hangers whether shown or not to ensure a complete and durable system. support framing connections shall be welded unless specifically shown otherwise. actual supports may vary from those shown in detail and as required for equipment to be furnished or for existing field conditions. K. As used in this Section, "provide" means "furnish and install" and "others" means "Provided Under Other Sections." "Furnish" means "to purchase and deliver to the project site complete with every necessary appurtenance and support," and "Install" means "to unload" at the delivery point at the site and perform every operation necessary to establish secure mounting and correct operation at the proper location in the project. L. Perform work and provide material and equipment as shown on Drawings and as specified or indicated in this Section of the Specifications. Completely coordinate work of this Section with work of other trades and provide a complete and fully functional installation. Drawings and Specifications form complimentary requirements; provide work specified & not shown, and work shown and not specified as though explicitly required by both. Although work is not specifically shown or specified, provide supplementary or miscellaneous items, appurtenances, devices and materials obviously necessary for a sound, secure and complete installation. Remove all debris caused by contractors' work. M. Drawings are diagrammatic and indicate general arrangement of systems and work included in Contract. It is not intended to specify or to show every offset, fitting or component; however, Contract Documents require components and materials whether or not indicated or specified as necessary tomake installation complete ndoperational. N. Perform work strictly as required by rules, regulations, standards, codes, ordinances, and laws of local, State, City and Federal governments, and other authorities that have lawful jurisdiction. O. Give notices, file plans, obtain permits and licenses where required, pay necessary fees and back charges (unless indicated otherwise in other areas of this contract) and obtain necessary approvals from authorities that have jurisdiction. P. As work progresses and for duration of Contract, maintain complete and separate set of prints of Contract Drawings at job site at all times. Record work completed and all changes from original Contract Drawings clearly and accurately including work installed as a modification or addition to the original design. Q. Work included in this contract shall include, but shall not be limited to, the following: 1. Lighting fixtures including lamps and ballasts. 2. Conduit and raceways. 3. Wire and cable. 4. Branch circuit wiring. 5. Wiring devices and plates. 6. Panelboard modifications 7. Fire seal, fire -proofing 8. Minor demolition/relocation of existing electrical components that interfere with new construction removal and disposal of obsolete components and maintaining some circuits during to keep owner's facility functional during construction. 9. Nameplates, labels and tags. R. Remove, extend, alter and reconnect existing conduits as directed by owner's project representative. Reconnect existing conduit that is cut and disconnected to accommodate work. Pull in new wires between nearest accessible outlets intended for reuse. Provide new conduit where wire cannot be pulled in existing. Connect new and existing work to function as complete, continuously grounded system. Remove conduit and equipment not intended for reuse and store where directed. S. Perform work as required by codes, regulations and laws of local, state and federal governments and other authorities with lawful jurisdiction. Approved for intended service. All material and equipment shall be UL, NEMA, ANSI, IEEE, ADA & CBM. T. Contractor shall field verify all site conditions and dimensions prior to commencement of any work or shop fabrication. required changes to work shown on construction drawings shall be approved by the engineer in writing, other trades and owner as required prior to any construction. 1.2 CONTRACT DOCUMENTS A. Work to be performed under this Section is shown primarily on the Electrical Drawings, however the Contractor shall coordinate work with other trades and other trade drawings during construction, especially prior to rough -in of any conduits/raceway. B. Except where modified by a specific notation to the contrary, it shall be understood that the indication and/or description of any item, in the drawings or specifications or both, carries with it the instruction to furnish and install the item, regardless of whether or not this instruction is explicitly stated as part of the indication or description. C. Items referred to in singular number in Contract Documents shall be provided in quantities necessary to complete work. D. Drawings are diagrammatic. They are not intended to be absolutely precise; they are not intended to specify or to show every offset, fitting, and component. The purpose of the drawings is to indicate a systems concept, the main components of the systems, & the approximate geometrical relationships. Based on the systems concept, the main components, and the approximate geometrical relationships, the contractor shall provide all other components and materials necessary to make the systems fully complete and operational. 1.3 DISCREPANCIES IN DOCUMENTS A. Address questions regarding drawings to owner's project representative in writing before award of contract. Otherwise, engineers interpretation of meaning and intent of drawings shall be final. 1.5 CODES, STANDARDS, AUTHORITIES AND PERMITS A. All work shall be in accordance with the 2014 edition of the national electrical code. B. Perform work in strict accordance with the rules, regulations, standards, codes, ordinances, and laws of local, State, City and Federal governments, and other authorities having legal jurisdiction over the site. C. Material and equipment shall be listed by Underwriters' Laboratories (UL). 1.6 GUARANTEE AND 24-HOUR SERVICE A. Guarantee Work in writing for one year from date of final acceptance. Repair or replace defective materials or installation at no cost to Owner. Correct damage caused in making necessary repairs and replacements under guarantee at no cost to Owner. B. Submit guarantee to owner's project representative before final payment. C. Statement of guarantee requirements shall not be interpreted to limit Owner's rights under law and this contract. 1.7 RECORD DRAWINGS A. Maintain record drawings on site. Record set must be complete and current and available for inspection when requisitions for payment are submitted. 1.8 SUBMITTALS A. Submit shop drawings and product data after award of contract. Check, stamp and mark with project name. Indicate deviations from contract documents. B. Submit on all proposed materials and equipment and indicate manufacturer's names, addresses and identifying data. No consideration will be given to partial lists. C. Schedule at least 15 working days, exclusive of transmittal time for submittal review. D. Material and equipment requiring Shop Drawing and Product Data submittal shall include all material, equipment and ancillary supporting or mounting hardware which is required by this contract, to complete the work as generally described by the Contract Drawings. PART 2-PRODUCTS 2.1 RACEWAYS A. Refer to general raceway schedule for additional information. 2.2 OUTLET BOXES A. Outlet boxes on concealed work shall be at least 4" square or octagonal, galvanized pressed steel with plaster rings as required. Outlet boxes for exposed conduit work shall be cast aluminum alloy with cast aluminum alloy covers. B. Where installed in plaster, boxes shall be fitted with galvanized steel plaster covers of required depth to finish flush with finished wall or ceiling. C. Switch boxes, receptacle boxes and other outlet boxes shall be standard 4" square with plaster rings or gang cover as required. D. Provide only enough conduit openings to accommodate conduits at individual location. Each box shall be large enough to accommodate number and sizes of conduits, wires and splices to meet NEC requirements, but shall be at least size shown or specified. Necessary volume shall be obtained by using boxes of proper dimensions. 2.3 JUNCTION BOXES AND PULL BOXES A. Provide code gauge galvanized steel junction and pull boxes for conduit 1-1/4" trade size and larger, where indicated and as necessary to facilitate installation, of required dimensions, with accessible, removable screw -on covers. Provide junction and pull boxes in special sizes and shapes determined in field where necessary. B. Junction box covers shall be accessible. Do not install junction boxes above suspended ceilings except where ceiling is removable or where access panel is provided. C. Sheet metal pull boxes shall be supported adequately to maintain shape. Larger boxes shall have structural steel bracing welded into rigid assembly formed adequately to maintain alignment in shipment and installation. Secure covers with corrosion -resistant screws or bolts. D. Box materials shall be suitable for use in the environment in which they are installed. 2.4 WIRE AND CABLE (600V INSULATION) A. Provide single -conductor, annealed copper wire and cable with insulation rated 600V, of sizes specified and scheduled on Drawings, for feeders, branch and system wiring. Wire sizes shown and specified are American Wire Gauge for copper. B. Metal cable shall be 600V copper with full-sized insulated ground conductor. Minimum size shall be #12 AWG unless specified otherwise. C. All branch circuits requiring a neutral shall have separate dedicated full-size neutral conductors. D. Wire and cable shall be stranded type and have THWN-THHN or XHHW insulation. E. Wiring within light fixtures and other high -temperature equipment shall have 150°C insulation as required by NEC. F. Splices and Terminations. 1. Make splices in branch circuit wiring with UL-listed, solderless connectors rated 600V, of sizes and types required by manufacturer's recommendations with temperature ratings equal to those of wires. Splice connectors shall be screw -on. Insulate splices with integral covers or with plastic or rubber friction tape to preserve characteristics of wire and cable insulation. 2. Provide standard bolt -on lugs with hex screws to attach copper wire and cable to panelboards and electrical equipment. 3. Ampacity of splices and connectors shall be equal to those of associated wires and cables. G. Where wire size is not noted on drawings, contractor shall size according to the NEC and shall adhere to the following criteria: 1. Equipment circuits and feeders less than or equal to 100A shall be sized using the 600C copper ampacity column (NEC t310.16). 2. Equipment circuits and feeders greater than 100A shall be sized using the 750C copper ampacity column (NEC t310.16). minimum wire size shall be #12 THHN/THWN. Aluminum shall not be used. conductors shall be solid up through #10. H. Provide dedicated green insulated grounding conductor and dedicated neutral conductor (except for pre -wired furniture). 2.5 COLOR CODING A. Color coding shall be industry standard for the voltage system applied. B. Branch circuit conductors #12 and #10 shall have solid color compound, solid color coating. Neutrals and equipment grounds shall have solid compound or solid color coating (white, gray and green), except that neutrals with colored stripe shall be used where required by NEC. Conductors #8 and larger with stripes, bands or hash marks shall have background color other than white, green and gray. 2.6 WIRE PULLING EQUIPMENT A. Provide polyethylene ropes for pulling wire. 2.7 WIRING DEVICES & PLATES A. Refer to Legend for additional details and specifications. B. Regular switching devices shall be P&S, 20A, plug tail type. 2.9 LIGHTING FIXTURES A. Install lighting fixtures, equipment and components where shown on Drawings, as listed in fixture schedules and as specified, wired and assembled. Provide approved aligned canopies, hangers and other appurtenances as required. B. Fixtures shall be as specified on the lighting fixture schedule. 9 10 11 1 12 2.11 CIRCUIT BREAKERS A. Protective devices shall be molded case circuit breakers providing complete circuit overcurrent protection by having inverse time and instantaneous tripping characteristics. B. Circuit breakers shall be operated by a toggle -type handle and shall have a quick -make, quick -break over -center switching mechanism that is mechanically trip free. C. Automatic tripping of the breaker shall be clearly indicated by the handle position. D. Provide HACK rated circuit breakers for motor circuit protection as indicated on the drawings. E. Provide circuit breakers, ampere, voltage and AIC ratings to match existing panelboards. PART 3 - EXECUTION 3.1 MATERIALS AND WORKMANSHIP A. Work shall be executed in workmanlike manner and shall present neat, rectilinear and mechanical appearance when completed. Maintain maximum headroom at all times. Do not run pipes and ducts exposed unless shown exposed on drawings. Material and equipment shall be new and installed according to manufacturer's recommended best practice so that completed installation shall operate safely and efficiently. 3.2 CONTINUITY OF SERVICES A. Do not interrupt existing services without Owner's and Architect's approvals. 3.3 TESTING, INSPECTION AND CLEANING A. Test wiring and connections for continuity and grounds before fixtures are connected; demonstrate insulation resistance by megger test as required. B. Test lighting fixtures with specified lamps in place for 10 hours; check fixtures in sections. Do not operate lamps other than for testing before final inspection by Architect. Replace lamps that fail within 90 days after acceptance by Architect within Contract Price. C. Failure or defects in workmanship or materials revealed by tests or inspection shall be corrected promptly and retested. Replace defective material. D. Clean panels and other equipment. P.anelboard interiors shall be cleaned and vacuumed. Equipment with damage to painted finish shall be repaired to Architect's satisfaction. E. After completion of project, clean the exterior surface of equipment included in this section, including concrete residue. 3.5 WIRING METHODS A. Install wire and cable in approved raceways as specified and as approved by authorities that have jurisdiction. Surface metal raceways shall not be used unless explicitly specified and shown on Drawings. Do not use surface raceways on floor. Do not use armored cable except as approved by local code for lighting and receptacle circuits in suspended ceilings and stud -wall partitions. B. Wire from point of service connection to receptacles, lighting fixtures, devices, equipment, outlets for future extension, and other electrical aparata as shown on Drawings. Provide slack wire for connections. Tape ends of wires and provide blank covers for outlet boxes designated for future use. C. Follow homerun circuit numbers shown,on Drawings to connect circuits to panelboards. D. Electrical metallic tubing may be used generally, if approved by local codes, for lighting fixture and receptacle circuits, telephone, inter- communications, signal n instrumentation circuits, & forcontrolcircuits. EMT may be used generally, if approved by authorities, in masonry walls, above hung ceilings, in equipment rooms, in mechanical and electrical chases and closets, in exposed locations along ceilings or walls above normal traffic level and where not subject to accidental damage or abuse. E. Install connectors and couplings as recommended by manufacturers. Compression fittings shall not be used with rigid steel or intermediate metallic. F. Provide flexible conduits for connections to electrical equipment and to equipment furnished under Divisions 14 and 15 that are subject to movement, vibration or misalignment; where available space dictates; and where noise transmission must be eliminated or reduced. Flexible conduit shall be liquid -tight under following conditions: 1. Moisture or humidity -laden atmospheres. 2. Corrosive atmospheres. 3. Where wash -down operations are possible. 4. Where seepage or dripping of oil, grease or water is possible. G. Run concealed conduit in as direct lines as possible with minimum number of bends of longest possible radius. Run exposed conduit and EMT parallel to or at right angles to building lines. Ends shall be free from dents or flattening. H. Conduit and EMT runs shall be mechanically and electrically continuous from service entrance to outlets. Conduit shall enter and be secured to cabinet, junction box, pull box or outlet box with locknut outside and bushing inside, or with liquid -tight, threaded, self-locking, cold -weld wedge adapter. Provide additional wrench -tighten locknut for EMT or flexible conduit where circuit voltage exceeds 250 V. Locknuts and bushings or self- locking adapters will not be required where conduits are screwed into tapped connections. Vertical conduit runs that terminate in bottoms of wall boxes or cabinets shall be protected from entrance of foreign material before installation of conductors. I. Size conduit and flexible metallic conduit as required by NEC except as specified or shown on drawings otherwise. 3.6 LABELING: A. Provide printed adhesive labels: a. Junction boxes - indicate "panelboard & ckt no." 3.7 CLEANUP: A. Contractor shall at all times keep the project free from accumulation of waste material or rubbish caused by his operation. Shall be done on a daily basis as required or directed by Engineer. Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 1A V aU-) LU E Cl) F C) ° W �5LU N Z N o O o � Z�Y� W > Z LU p W m 3 0 Y wLn LLJ M � O z OH}ni = LU M Cl) � Q 06 H U m i 0 J Ln LU o Q a pF NE�i �Q vp,S A.,V 0 P * �~ Y EXP: 07/24 r �r z Op 0 913 ROFESSIO��� REVISION SCHEDULE NAME DATE 0 2021-12-09 U o co T o c 7� Z CZ CZ 0 cf) _CZ � Q U CZ CO 0^, ^-, W 5 � =3 CZ 0 CZ :3 CM 0 �T Uo r DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: Y.L ELECTRICAL SPECIFICATION Z 9 F E ■J C n n i 2 3 1 4 5 6 17 8 9 1 10 1 11 1 12 E700 4 0- N C') N N C) CC\J to T- 9 F E C 0 2 3 .- COMcheck Software Version 4.1"1.0 Interior Lighting Compliance Certificate Project Information Energy Code: 90A (2016) Standard Project Title: CORTLAND MEDICAL OFFICE BUILDING Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 1113 ROUTE 13 YOON LEE CORTLAND, NY 13045 WESTSHORE DESIGN ENGINEERS 100 GREAT OAKS BLVD SUITE 115 ALBANY, NY 12203 518-313-7153 YLEE@WESTSHOREDE.COM Allowed Interior Lighting Power A Area Category 1-Waiting Room (Common Space Types:Lobby - General) 2-Vestibule (Common Space Types:Lobby - General) 3-Check-in (Common Space Types:Lobby - General) 4-Check-out (Common Space Types:Lobby - General) 5-Copy/Supply (Common Space Types:Storage > 50 - < 1000 sq.ft.) F-Toilet (Common Space Types: Restrooms)- - -- - 7-Vitals/Nurse (Healthcare Facility: Exam/Treatment) 8-Conference (Common Space Types:Conference/Meeting/Multipurpose) 9-Conf. Storage (Common Space Types:Storage <50 sq.ft.) 10-Exam/Spec. Exam (Healthcare Facility: Exam/Treatment) 11-Offices (Common Space Types:Office - Enclosed) 12-Blood Draw (Healthcare Facility: Exam/Treatment) 13-Lab Workroom (Common Space Types: Laboratory For Medical/Industrial/Research) 14-Storage/EVS (Healthcare Facility: Medical Supply) 15-Nursing (Healthcare Facility:Nurses Station) 16-Staff Break (Common Space Types: Lounge/Breakroom) 17-Elec./Data/Mech (Common Space Types: Electrical/Mechanical) 18-Corridors (Healthcare Facility:Corridor/Transition <8 ft wide) 19-Staff Shower (Common Space Types:Locker Room) Proposed Interior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast 1-Waitino Room (Common SDace Tvpes:Lobbv - General) 0 B C D Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 2998 1.00 2998 277 1.00 277 419 1.00 419 266 1.00 266 134 0.46 62 566 0.85 481 - 246 1.68 413 418 1.07 447 43 0.97 42 4086 1.68 6864 1976 0.93 1838 394 1.68 662 230 1.45 334 1499 0.54 809 613 0.81 497 309 0.62 192 502 0.43 216 4086 0.92 3759 100 0.48 48 Total Allowed Watts = 20623 B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Project Title: CORTLAND MEDICAL OFFICE BUILDING Report date: 11/18/21 Data filename: \\WSDEDC\Shared Folders\Company\Clients\AnCor\1711601 - Bar Method - South Bend\02- Page 1 of 8 Construction Administration\COMcheck\Cortland MOB.cck COMcheck Software Version 4.1.1.0 Inspection Checklist Energy Code: 90.1 (2016) Standard Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID 4.2.2, Plans, specifications, and/or ❑Complies 8.4.1.1, calculations provide all information ❑Does Not 8.4.1.2, with which compliance can be [:]Not Observable 8.7 determined for the electrical systems [PR6]2 and equipment and document where ❑Not Applicable exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%. 4.2.2, Plans, specifications, and/or ❑Complies 9.4.3, 9.7 calculations provide all information ❑Does Not [PR4]1 with which compliance can be ❑Not Observable determined for the interior lighting ❑Not Applicable and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. 9.7 Plans, specifications, and/or ❑Complies [PR8]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the exterior lighting ❑Not Applicable and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Additional Comments/Assumptions: 1 1 1 High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) 1 Project Title: CORTLAND MEDICAL OFFICE BUILDING Report date: 11/18/21 Data filename: \\WSDEDC\Shared Folders\Company\Clients\AnCor\1711601 - Bar Method - South Bend\02- Page 5 of 8 Construction Administration\COMcheck\Cortland MOB.cck 5 1 6 1 A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Sq Can: LED PAR 11 W: 1 36 11 396 Bar Pendant: LED MR 6W: 1 9 6 54 2-Vestibule (Common SDace Tvoes:Lobbv - General) Sq Can: LED PAR 11 W: 1 4 11 44 3-Check-in (Common Sp ace_._Ty_pes;loubX_-General 2x2: LED Panel 33W: 2 8 30 240 Pendant: LED A Lamp 8W: 1 8 8 64 4.-Check._eut-_(C.om.m.on_Space_TypPs:Lobb�_.- General) Pendant: LED A Lamp 8W: 1 7 8 56 2x4: LED Panel 33W: 2 2 34 68 LED 29: LED PAR 11W: 1 2 11 22 5-Coov/Suooly (Common Soace Tvnes:Storaa_e > 50 - <=1000 sa.ft.) 2x2: LED Panel 33W: 2 2 30 60 6-Toilet (Common Space Tvaes:Restrooms) 2x2: LED Panel 33W: 2 10 30 300 7-Vitals/Nurse (Healthcare Facilitv:Exam/Treatment) 2x4: LED Panel 33W: 2 3 34 102 8-Conference (Common SDace Tv_ Des:Conference/Meetina/Multiourpose) Sq Can: LED PAR 11 W: 1 3 11 33 Bar Pendant: LED MR 6W: 1 3 6 18 9-Conf. Storaae (Common SDace Tv_ Des:Storaae <50 so.ft) 2x2: LED Panel 33W: 2 1 30 30 10-Exam/SDec. Exam (Healthcare Facilitv:Exam/Treatment) 2x4: LED Panel 33W: 2 66 34 2244 11-Offices (Common SDace Tv_ oes:Office - Enclosed) 2x4: LED Panel 33W: 2 25 34 850 12-Blood Draw (Healthcare Facilitv:Exam/Treatment) 2x4: LED Panel 33W: - -- 2 8 34 204 6x48: LED Panel 36W: 1 2 35 70 13-Lab Workroom (Common SDace TVDes:Laboratory For Medical/Industrial/Research) 2x4: LED Panel 33W: 2 4 34 136 14-Storaae/EVS (Healthcare Facilitv:Medical SuDDIv_ ) 2x4: LED Panel 33W: 2 19 34 646 2x2: LED Panel 33W: 2 2 30 60 15-Nursino (Healthcare Facilitv:Nurses Station) 2x4: LED Panel 33W: 2 10 34 340 16-Staff Break (Common SDace Tvoes:Louna_e/Breakroom) 2x4: LED Panel 33W: 2 4 34 136 17-Elec./Data/Mech (Common SDace Tv_ Des:Electrical/Mechanical) 1 x4: LED Panel 33W: 1 6 35 210 18-Corridors (Healthcare Facilitv:Corridor/Transition <8 ft wide) 6"x48": LED Panel 36W: 1 68 35 2380 2x4: LED Panel 33W: 2 1 34 34 Sq Can: LED PAR 11 W: 1 1 11 11 36" Disk: LED Panel 60W: 2 1 63 63 48" Disk: LED Panel 80W: 2 2 84 168 19-Staff Shower (Common SDace Tvoes:Locker Room) Sq Can: LED PAR 11 W: 1 3 11 33 Total Proposed Watts = 9072 Project Title: CORTLAND MEDICAL OFFICE BUILDING Report date: 11/18/21 Data filename: \\WSDEDC\Shared Folders\Company\Clients\AnCor\1711601 - Bar Method - South Bend\02- Page 2 of 8 Construction Administration\COMcheck\Cortland MOB.cck Section # Rough -In Electrical Inspection 1 Complies? & Req.ID 8.4.2 At least 50% of all 125 volt 15- and ❑Complies [EL10]2 20-Amp receptacles are controlled by ❑Does Not an automatic control device. ❑Not Observable ❑Not Applicable 8.4.3 New buildings have electrical energy ❑Complies [EL11]2 use measurement devices installed. ❑Does Not Where tenant spaces exist, each ❑Not Observable tenant is monitored separately. In ❑Not Applicable buildings with a digital control system the energy use is transmitted to to control system and displayed graphically. 9A.1.1 Automatic control requirements ❑Complies [EL1]2 prescribed in Table 9.6.1, for the ❑Does Not appropriate space type, are installed. ❑Not Observable Mandatory lighting controls (labeled 'REQ') ❑Not Applicable as and optional choice controls (labeled as 'ADD)' and 'ADD2') are implemented. 9.4.1.1 Independent lighting controls installed ❑Complies [EL2]2 per approved lighting plans and all ❑Does Not manual controls readily accessible and ❑Not Observable visible to occupants. ❑Not Applicable 9.4.1.1f Daylight areas under skylights and ❑Complies [EL13]1 roof monitors that have more than ❑Does Not 150 W combined input power for ❑Not Observable general lighting are controlled by ❑Not Applicable photocontrols. 9.4.1.4 Automatic lighting controls for exterior ❑Complies [EL3]2 lighting installed. ❑Does Not ❑Not Observable ❑Not Applicable 9.4.1.4d Outdoor parking area luminaires >= ❑Complies [EL21]2 78W and <= 24 ft height controlled to ❑Does Not reduce wattage by 50% when area ❑Not Observable unoccupied over 15 minutes. Controlled power limited to <= ❑Not Applicable 1500W. 9.4.1.3 Separate lighting control devices for ❑Complies [EL4]1 specific uses installed per approved ❑Does Not lighting plans. -]Not Observable'.. []Not Applicable 9.6.2 Additional interior lighting power ;❑Complies [EL8]1 allowed for special functions per the ❑Does Not approved lighting plans and is ❑Not Observable automatically controlled and separated from general lighting. ❑Not Applicable Additional Comments/Assumptions: Comments/Assumptions 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 3 1, Low Impact (Tier 3) 1 Project Title: CORTLAND MEDICAL OFFICE BUILDING Report date: 11/18/21 Data filename: \\WSDEDC\Shared Folders\Company\Clients\AnCor\1711601 - Bar Method - South Bend\02- Page 6 of 8 Construction Administration\COMcheck\Cortland MOB.cck 7 8 9 10 11 12 4 � ) k 1-r ,, <Mcs. �,; ✓..,,.. ,+h e, `.�. ... ...-. a;.3�r , u-.. 21 ,M _<a.... -tb n,; .. ,.;,., i.: qi,:.a iAt u,�,'.L a :5 f 3 COMcheck S ftw r Version 4.1.1. 'a ` r, Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, exterior Lighting Compliance Certificate specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been , designed to meet the 90.1 (2016) Standard requirements in COMche k Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. YOON LEE 11/17/21 Project Information Na_ rne - Title Signature Date Energy Code: 90.1 (2016) Standard Project Title: CORTLAND MEDICAL OFFICE BUILDING Project Type: New Construction Exterior Lighting Zone 2 (Neighborhood business district) Construction Site: Owner/Agent: Designer/Contractor: 1113 ROUTE 13 YOON LEE CORTLAND, NY 13045 WESTSHORE DESIGN ENGINEERS 100 GREAT OAKS BLVD SUITE 115 ALBANY, NY 12203 518-313-7153 YLEE@WESTSHOREDE.COM Project Title: CORTLAND MEDICAL OFFICE BUILDING Report date: 11/18/21 Data filename: \\WSDEDC\Shared Folders\Company\Clients\AnCor\1711601 - Bar Method - South Bend\02- Page 3 of 8 Construction Administration\COMcheck\Cortland MOB.cck Section # Final Inspection Complies? Comments/Assumptions & Req.ID ... - ...... ......................._. ..._.__.. _._._._.._. .._._... ..._..--- -.._.... .-----._ .-......_. .__.... ._. ._....___...... ____... _ _...._.----.. 8.7.1 Furnished as -built drawings for ❑Complies [FI16]3 electric power systems within 30 days ❑Does Not of system acceptance. ❑Not Observable ❑Not Applicable 8.7.2 Furnished O&M instructions for ❑Complies [F117]3 systems and equipment to the ❑Does Not building owner or designated [-]Not Observable representative. ❑Not Applicable 9.2.2.3 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [F118]1 lighting power is consistent with what❑Does Not is shown on the approved lighting ❑Not Observable plans, demonstrating proposed watts ❑Not Applicable are less than or equal to allowed watts. 9.4.2 Exterior lighting power is consistent ❑Complies See the Exterior Lighting fixture schedule for values. [F119]1 with what is shown on the approved ❑Does Not lighting plans, demonstrating ❑Not Observable proposed watts are less than or equal ❑Not Applicable to allowed watts. 9.4.4 At least 75% of all permanently tlComplies [F120]1 installed lighting fixtures in dwelling ❑Does Not units have >= 55 Im/W efficacy or a ❑Not Observable >= 45 Im/W total luminaire efficacy. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 ' Medium Impact (Tier 2) ( 3 1 Low Impact (Tier 3) Project Title: CORTLAND MEDICAL OFFICE BUILDING Report date: 11/18/21 Data filename: \\WSDEDC\Shared Folders\Company\Clients\AnCor\1711601 - Bar Method - South Bend\02- Page 7 of 8 Construction Administration\COMcheck\Cortland MOB.cck Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Wafts Watts / Unit Wattage (B X C) Parking Lot (Parking area) 30000 ft2 0.04 Yes 1200 Total Tradable Watts (a) = 1200 Total Allowed Watts = 1200 Total Allowed Supplemental Watts (b) = 400 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces: - (b) A supplemental allowance equal to 400 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Parkina Lot ( Parkina area 30000 ft2): Tradable Wattage LED 1: LED Roadway -Parking Unit 106W: 1 15 102 1530 Total Tradable Proposed Watts = 1530 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 90.1 (2016) Standard requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist, YOON LEE 11/17/21 Name - Title Signature Date Project Title: CORTLAND MEDICAL OFFICE BUILDING Report date: 11/18/21 Data filename: \\WSDEDC\Shared Fold ers\Company\Clients\AnCor\1711601 - Bar Method - South Bend\02- Page 4 of 8 Construction Administration\COMcheck\Cortland MOB.cck Project Title: CORTLAND MEDICAL OFFICE BUILDING Report date: 11/18/21 Data filename: \\WSDEDC Shared Folders Com an \Clients An or 1711601 - Bar Method - South B n d\02 Page 8 of 8 Construction Administration\COMcheck\Cortland MOB.cck Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com a� 1-1 E Lu Mo 0 � - LU = N Ohl, Z N Cv .� o 0 C] -r- Z�Y W l > ZJo3 0 5 } G WCO Y w m z MID r\ = LU H L9 CO � O J Ln LLI o1<a pF NEW tiP 5 A)_0 *Co 2� EXP: 07/24 r ar LU F D 091373 PR�FES SIDN�'� REVISION SCHEDULE NAME DATE 2021-12-09 E D LO U CD CM T O W Z _ `v C U_ C. CZ 70 U) -�--+ L CZ., - U CO 70 0 ^T'' A �W CZ 0 }� CZ i =3 M B p > T v0`V T DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: Y.L LIGHTING COMCHECK 0 R� 3 2 A C0 7 0 0 10 11 MA LAM ELECTRIC ®use Panel # Description # Description 30 29 28 27 26 25 24 23 22 21 20 19 181 17 161 15 141 13 121 Fire Alarm System 11 101 Fire Alarm System 9 8 I Fire Alarm System 7 208V Parking Lot Pole Lights 6 208V Road Sign ( 5 4 3 Water Heater + Circ Pump 2 I Exterior Building Wallpacks + Timeclocks 1 Water Heater + Circ Pump MAIN BREAKER ELECTRIC Panel Al # Description # Description 1 2 3 RTU-4 4 RTU-3 5 6 7 8 9 RTU-6 10 RTU-5 11 12 13 14 15 RTU-8 16 RTU-7, 17 18 19 20 21 RTU-9 22 SUBPANEL A1-2 23 24 AO10,1, SUBPANELA3 &M ELECTRIC Panel Al-2 # Description # Description 42 41 Recept. Check Out 104 40 39 Recept. Check In 103 38 37 Recept. Check In 102/104 36 Recept. Check Out 104 35 Auto Doors - Primary Wait/Hall 34 Recept. Shared Office 224 33 Recept, Office 223/232 32 Recept. Mech Rm '31 Recept. Spec. Exam Rm 210 30 29 Recept. Office 326/ Equip Rm 322 28 27 Recept. Admin 301/ Revenue 302 26 25 Auto Doors - Primary Care/ Check Out 24 23 Recept. Primary Care Waiting 22 21 Auto Doors - Specialty Care Hallway 20 19 Auto Doors - Vestibule MAIN BREAKER L&M ELECTRIC Panel A2 # Description 42 240V Data Rm Spare 40 38 Recepts. Nursing 308 PC 36 Recepts. Nursing 308 Wall 34 Recepts. Spec. Exam Rm 207 32 Recepts. Exam Rm 203 30 Recepts. Exam Rm 212 28 Recepts. Spec. Exam Rm 215 26 Recepts. Exam Rm 220 24 Recepts. Spec. Exam Rm 209 22 Recepts. Exam Rm 219 20 Recepts. Exam Rm 226 18 Recepts. Consulting Rm 231 16 Recepts. Exam Rm 227 14 Recepts. Exam Rm 236 12 Recepts. Exam Rm 235 10 Recepts. Office 319/Storage 321 8 Recepts. Echo Rm 208 6 Recepts. Exam Rm 206 4 Lights. Specialty Care Corridor 2 Recepts. Staff/Admin Corridor Description 41 39 Recepts. Data Rm 37 Recepts. Data Rm 35 Recepts. Exam Rm 204 33 Recepts. Exam Rm 205 31 Recepts. Exam Rm 211 29 Recepts. Exam Rm 214 27 Recepts. Spec. Exam Rm 218 25 Recepts. Exam Rm 213 23 Recepts. Exam Rm 221 21 Recepts. Exam Rm 217 19 Recepts. Exam Rm 228 17 Recepts. Exam Rm 229 15 Recepts. Spec. Exam Rm 234 13 Recepts. Spec. Exam Rm 233 11 Recepts. Consulting Rm 239 9 Lights. Exam/Office/Soi led+ E F7 7 Lights.Office/Storage/Mech/Bath+EF1,2 5 Lights. Specialty Care Exam 3 Lights. Exam/Nursing/Consult/Office 1 Lights. Reception/Copy/Conf./ Bath+EF5,6 # Description 42 40 Recepts. Copy/Supply 105 38 36 34 Recepts. Copy/Supply 106 32 Recepts. Conference Rm 30 Recepts. Spec. Care Waiting Fountain 28 Recepts. Point -of -Care Work 26 Recepts. Spec. Exam Rm 225 24 Recepts. Exam Rm 323 22 Recepts. Med Rm 316 Freezer/Fridge 20 ( Recepts. Spec. Exam Rm 201 18IRecepts. Nursing 320 Wall 16 I Recepts. Soiled Rm 318 14 ( Recepts. Nursing 312/ Clean 310 12 ( Recepts. Staff Break 307 10 I Recepts. Office 317 8I 6 I Recepts. Primary Care Corridor 4 I Recepts, Specialty Care Corridor 2 11-ights, Staff/Admin/Corridor ELECTRIC Panel A3 # Description 41 39 Recepts. Bath Public/Patient 37 35 33 Recepts. Specialty Care Waiting 31 Recepts. Point -of -Care Work 29 Recepts. Vitals/Nurse Visit/Bath 27 Recepts. Exam Rm 238 25 Recepts. Exam Rm 230 23 Recepts. Exam Rm 222 21 Recepts. Vitals Rm 216 19 Recepts. Spec. Exam Rm 202 17 Recepts. Nursing 320 PC 15 Recepts. Med Rm 316 13 Recepts. Primary Care Water Fountian 11 Recepts. Provider/Elect/Data Rm 9 Recepts. Provider 305/ Stoage 303 7 5 Recepts. Equipt Rm 304/ Storage Rm 306 3 Recepts. Bath 323,324,Rm 325 1 Lights, Primary Care Corridor L&M ELECTRIC Panel # Description 42 40 38 361 341 321 301 281 261 241 221 20 I Recepts. Soiled Rm 409/Clean Rm 411 18 I Recepts. Lab Workroom 404 16 ( Recepts. Staff Break Rm 410/EVS/Bath 14 ( Recepts. Outpatient Water Fountain 12I Recepts. Outpatient/Staff/Admin Corridor 10IAuto Doors - utpatient Lab Hallway 8 6 RTU - 2 4 2 ILights. Blood Draw/Staff Break+EF3 # Description 41 391 37 35 33 31 29 27 251 231 1211 119 I Recepts. Blood Draw Rm 3 406 17 ( Recepts. Lab Wkrm Counter 404/ Bath 401 15 I Recepts, Blood Draw Rm 2 407 13 ( Recepts. Blood Draw Rm 1 405 11 I Recepts. Outpatient 401 /402 9 (Auto Doors - Vestibule 7 5 RTU - 1 3 1 ( Lights. Outpatient/Reception/Hall/Bath+EF4 5 n C� O O O N N O N T lu I G F E C Al W E 1 2 3 K3 4 5 6 SYMBOL DESCRIPTION O EXHAUST DUCT UP THROUGH SLAB W/FAN ON ROOF ABOVE O EXHAUST FAN ON ROOF W/DUCT DOWN THROUGH ROOF 1 1 1 1 1 -CEILING DIFFUSER, ROUND NECK (CEILING DIFFUSERS ARE 4-WAY THROUGH UNO) i Z -CEILING RETURN ®( -CEILING EXHAUST ® -CEILING DIFFUSER, RECTANGULAR OR SQUARE NECK (CEILING DIFFUSERS ARE 4-WAY THROW UNO) II-SUPPLY REGISTER OR GRILLE (VERTICAL MOUNT, SIDEWALL) f -RETURN/EXHAUST REGISTER OR GRILLE (VERTICAL MOUNT, SIDEWALL) ZN -REVISION REFERENCE 1 -DETAIL REFERENCE: TOP - DETAIL#; M-1 BOTTOM - DRAWING# SHOWN ON TO --THERMOSTAT/TEMPERATURE SENSOR HO -HUMIDISTAT/HUMIDITY SENSOR OS -DUCT SMOKE DETECTOR - -CONNECT TO EXISTING O - -DEMOLISH TO POINT INDICATED _ -MOTORIZED CONTROL DAMPER 10-- -SHEET NOTE CALLOUT ® -CEILING MOUNTED ACCESS DOOR 7 8 HVAC SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL ! -MOTOR OPERATED CONTROL DAMPER (MOD) �I I jMl � l UP I I DN -MANUAL BALANCING DAMPER -y -DOOR GRILLE I I I I I I I I I I I I I I I I I I I I I I I I I i �J -UNDERCUT DOOR I jjj = . 1 N 10x8 8 ® i -ACCESS DOORS, VERTICAL OR HORIZONTAL �� I �III� -FLEXIBLE CONNECTION 24x12 -NEW DUCTWORK, FIRST DIMENSION IS SIDE SHOW I -DUCT ELBOW, POSITIVE PRESSURE (SUPPLY) DOWN i UP W/IN FLOOR Ll N -DUCT ELBOW, EXHAUST -DUCT ELBOW, NEGATIVE PRESSURE, RETURN 12x8 N n I -DUCT ELBOW UP THROUGH ROOF OR SLAB ABOVE B -RECTANGULAR DUCT SECTION UP, I POSITIVE PRESSURE, SUPPLY OR OUTSIDE AIR ❑ -RECTANGULAR DUCT SECTION UP, NEGATIVE PRESSURE, RETURN I i -RECTANGULAR DUCT SECTION UP, EXHAUST -ROUND DUCT SECTION UP GENERALNOTES 9 10 DESCRIPTION -TERMINAL UNIT, VARIABLE/CONSTANT AIR VOLUME -CHANGE OF ELEVATION -FLEXIBLE DUCT -TRANSITION, CONCENTRIC -TRANSITION, ECCENTRIC -TRANSITION, SQUARE TO ROUND -SQUARE THROAT ELBOW W/TURNING VANES -RADIUS ELBOW -RECTANGULAR/ROUND BRANCH TAKE -OFF OR ROUND/ROUND BRANCH TAKE -OFF -SQUARE THROAT TEE -RADIUS TEE -STANDARD BRANCH TAKE -OFF -SPIN-IN TAKE -OFF 11 HVAC ABBREVIATIONS 12 SYMBOL DESCRIPTION SYMBOL DESCRIPTION MCA -MINIMUM CIRCUIT AMPS AFF -ABOVE FINISHED FLOOR MOCP -MAXIMUM OVER CURRENT AP -ACCESS PANEL PROTECTION BHP -BRAKE HORSEPOWER MOD -MOTOR OPERATED CONTROL BTU -BRITISH THERMAL UNIT DAMPER (MOD) CL -CENTER LINE NC -NORMALLY CLOSED C -CFM (CUBIC FEET PER MINUTE) NO -NORMALLY OPEN CD -CEILING DIFFUSER NTS -NOT TO SCALE CV -CONSTANT AIR VOLUME CA -OUTSIDE AIR OAL -OUTSIDE AIR LOUVER CFM -CUBIC FEET PER MINUTE PSI -POUNDS PER SQUARE INCH CU -CONDENSING UNIT PSIG PSI GAUGE DDC -DIRECT DIGITAL CONTROLS RA -RETURN AIR DN -DOWN RHC -REHEAT COIL EAT -ENTERING AIR TEMPERATURE RHP -ROOFTOP HEAT PUMP ESP -EXTERNAL STATIC PRESSURE RPM -REVOLUTIONS PER MINUTE EWT -ENTERING WATER TEMPERATURE RS/L -REFRIGERANT SUCTION & LIQUID LINES FD -FIRE DAMPER RTU -ROOFTOP AIR HANDLING UNIT FF -FINAL FILTERS SA -SUPPLY AIR FLA -FULL LOAD AMPS SP -STATIC PRESSURE FPM -FEET PER MINUTE TCC -TEMPERATURE CONTROL CONTRACTOR GPM -GALLONS PER MINUTE TSP -TOTAL STATIC PRESSURE KW -KILOWATT UNO -UNLESS NOTED OTHERWISE LAT -LEAVING AIR TEMPERATURE V/PH -VOLTS/PHASE VAV -VARIABLE AIR VOLUME LWT -LEAVING WATER TEMPERATURE MBH -THOUSAND BTUs PER HOUR VFD -VARIABLE FREQUENCY DRIVE AP -CHANGE IN PRESSURE AT -CHANGE IN TEMPERATURE 1. DRAWINGS ARE GENERALLY DIAGRAMMATIC. EACH CONTRACTOR SHALL MAKE REQUIRED CHANGES FROM THE GENERAL ROUTING SHOWN ON THESE DRAWINGS SUCH AS OFF SETS, BENDS OR CHANGES IN ELEVATION DUE TO COORDINATION WITH THE WORK OF OTHER TRADES AND THE BUILDING CONSTRUCTION. ALL CHANGES SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER. FOR NEW CONSTRUCTION, VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING TO AVOID CONFLICT AS REQUIRED. IT IS INTENDED THAT ALL EQUIPMENT, MATERIAL, DEVICES, ETC., SHALL BE LOCATED SYMMETRICALLY WITH THE ARCHITECTURAL ELEMENTS, NOT WITH STANDING THE FACT THAT LOCATIONS INDICATED BY THESE DRAWINGS MAY BE DISTORTED FOR CLEARNESS OF PRESENTATION. 2. EACH CONTRACTOR SHALL CHECK DRAWINGS OF THE OTHER TRADES TO VERIFY SPACES IN WHICH THEIR WORK WILL BE INSTALLED IS CLEAR OF OBSTRUCTIONS. MAINTAIN MAXIMUM HEADROOM AND IF SPACE CONDITIONS APPEAR INADEQUATE, NOTIFY ARCHITECT BEFORE PROCEEDING WITH THE INSTALLATION. 3. FURNISH ALL TRADES ADVANCE INFORMATION ON LOCATIONS AND SIZES OF PIPING, DUCTWORK, EQUIPMENT, FRAMES, BOXES, SLEEVES, AND OPENINGS NEEDED FOR WORK, AND ALSO FURNISH INFORMATION AND SHOP DRAWINGS TO PERMIT TRADES AFFECTED TO INSTALL THEIR WORK PROPERLY AND WITHOUT DELAY. 4. WHERE THERE IS EVIDENCE THAT WORK OF ONE TRADE WILL INTERFERE WITH WORK OF OTHER TRADES, ALL TRADES SHALL ASSIST IN WORKING OUT SPACE CONDITIONS TO MAKE SATISFACTORY ADJUSTMENTS. 5. HVAC CONTRACTOR TO REVIEW, PRIOR TO BIDDING, ALL DRAWINGS TO COORDINATE VARIOUS WORK AS CALLED FOR. CONTRACTORS SHALL CAREFULLY CHECK ALL DRAWINGS FOR ALL TRADES AND ANY LACK OF COORDINATION BETWEEN HIS WORK AND DRAWINGS FOR JOB CONDITIONS SHALL BE IMMEDIATELY REPORTED TO ARCHITECT. 6. CONTRACTOR SHALL COORDINATE ALL CEILING DIFFUSERS AND GRILLES WITH SUSPENDED CEILING AND LIGHT PATTERNS. OPENINGS SHALL BE IN CENTER OF TILES. 7. ALL SHEETMETAL DUCTWORK SHALL BE CONSTRUCTED TO THE LATEST SMACNA STANDARDS. 8. SHEETMETAL DUCT SIZES MAY BE ALTERED TO FIT JOB CONDITIONS, BUT NET FREE AREAS MUST BE MAINTAINED. INCREASE SHEETMETAL DUCT SIZE TO ALLOW FOR DUCT LINING WHERE USED. WRAP DUCTWORK AT FIRE BARRIER PENETRATIONS. 9. ALL DUCTWORK TO BE HELD TIGHT TO STRUCTURAL ROOF JOISTS, BEAMS, ETC., AS CLEARANCE IS MINIMAL. COORDINATE WITH OTHER CONTRACTORS TO AVOID CONFLICT. 10. OUTDOOR INTAKE SHEETMETAL DUCTWORK SHALL BE WATERTIGHT WITH SOLDERED SEAMS. PITCH DUCTWORK TO WALL LOUVER AND SCREEN TO DRAIN ALL MOISTURE TO BUILDING EXTERIOR. INTAKES TO BE WRAPPED WITH 2" INSULATIONS. 11. CONTRACTORS SHALL PROVIDE ALL DUCT DROPS AND OFFSETS TO AVOID INTERFERENCES WITH JOISTS, OTHER DUCTS, LIGHTS, PIPES, ETC. 12. ALL THERMOSTATS LOCATED TO MATCH ADJACENT LIGHT SWITCHES AND WITH PLASTIC OR CAST GUARDS AS SPECIFIED. ALL THERMOSTATS LOCATED ON EXTERIOR WALLS OR COLUMNS MUST BE MOUNTED ON THERMAL INSULATING BLOCKS. 13. CONTRACTOR SHALL PROVIDE COOLING COIL CONDENSATE DRAIN LINES FROM ALL FORCED AIR FURNACE UNITS / AIR HANDLING UNIT TO DRAIN. 14. REFRIGERANT PIPING TO BE SIZED AND PIPED AS RECOMMENDED BY THE MANUFACTURER. FURNISH DRAWINGS IN THE FORM OF SHOP DRAWINGS SHOWING ALL PIPING SIZES, CONNECTIONS, RISERS, TRAPS, REFRIGERANT DEVICES AND ACCESSORIES, ETC. FOR THE COMPLETE INSTALLATION OF EACH RESPECTIVE SYSTEM. CONNECTIONS TO CONDENSING UNITS SHALL BE MADE WITH REFRIGERANT TYPE VIBRATIONS ELIMINATORS. CONNECTIONS TO AIR HANDLING UNITS SHALL BE MADE WITH SWING TYPE OFFSETS TO ABSORB ANY VIBRATION THAT MAY BE EVIDENT. 15. PROVIDE MOTORIZED OUTDOOR AIR DAMPERS FOR EACH FORCED AIR FURNACE UNIT / AIR HANDLING UNITS. AS OA DAMPERS CLOSES, RA DAMPER OPENS, ETC. 16. HEATING, VENTILATING, AIR CONDITIONING AND ELECTRICAL DESIGNS ARE BASED ON THE REQUIREMENTS FOR THE SPECIFIED EQUIPMENT MANUFACTURER.. CONDUITS, DISCONNECTS, BREAKERS, FUSES AND WIRE SIZES ARE SELECTED ON THE BASIS OF SPECIFIED EQUIPMENT MANUFACTURER. INCREASED CURRENT REQUIREMENTS NECESSITATING LARGER WIRE, BREAKERS, FUSES, SWITCHES, ETC. TO ACCOMMODATE ANY ALTERNATE OR SUBSTITUTE MANUFACTURER'S EQUIPMENT OTHER THAN AS SHOWN ON DRAWINGS OR SCHEDULES SHALL BE PROVIDED WITHOUT INCREASE IN CONTRACT PRICE BY THE CONTRACTOR FURNISHING EQUIPMENT. 17. INSTALL 1" OF NON -SHRINK GROUT AROUND DUCTWORK AND PIPING ON EACH WALL FACE TO SEAL OPENINGS AND ELIMINATE SOUND TRANSFER WITH AIR -TIGHT CONNECTIONS. 18. INSTALL DRAFT DIVERTERS FOR HEATERS AS RECOMMENDED BY UNIT MANUFACTURER. 19. INSTALL SMOKE DETECTOR(S) IN THE RA AND SA STREAM AS REQUIRED. SMOKE DETECTORS SHALL BE PROVIDED AND WIRED BY MECHANICAL CONTRACTOR, INSTALLED IN DUCT MAINS BY MECHANICAL CONTRACTOR AND WIRED FOR FAN SHUTDOWN BY TCC. 20. CONTRACTOR TO COORDINATE ALL UNIT IDENTIFICATION AND NUMBERING WITH OWNER AND TCC PRIOR TO ORDERING UNITS. 21. GUARDS SHALL BE PROVIDED WHERE APPLIANCES EQUIPMENT, FANS OR OTHER COMPONENTS THAT REQUIRE SERVICE ARE LOCATED WITHIN 10 FEET OF ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR, ROOF, OR GRADE BELOW. THE GUARDS SHALL BE EXTEND NOT LESS THAN 30 INCHES BEYOND EACH END OF EQUIPMENT AND THE TOP OF THE GUARD SHALL BE LOCATED NOT LESS THAN 24 INCHES ABOVE ELEVATED SURFACE. 22. INSULATION: ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS IN ACCORDANCE WITH ASTM E84 AND NFPR 90A. DUCTWORK AND PLENUM INSULATION SHALL BE EXTERNALLY WRAPPED. A. LOCATED IN CONDITIONED SPACES: ALL SUPPLY AND OUTSIDE AIR DUCTWORK SHALL BE INSULATED WITH A MINIMUM OF R-5, TYPE FIBROUS GLASS INSULATION ASTM C612. INSULATIONS SHALL HAVE FACTORY APPLIED REINFORCED ALUMINUM FOIL VAPOR BARRIER WITH THERMAL CONDUCTIVITY: 0.22 AT 75 DEGREES FAHRENHEIT. 23. LOCATED IN UNCONDITIONED SPACES: ALLY SUPPLY, OUTSIDE AIR, RETURN AIR DUCTWORK AND PLENUMS SHALL BE INSULATED WITH A MINIMUM OF R-8, TYPE FIBROUS GLASS INSULATION ASTM C612. INSULATIONS SHALL HAVE FACTORY APPLIED REINFORCED ALUMINUM FOIL VAPOR BARRIER WITH THERMAL CONDUCTIVITY: 0.22 AT 75 DEGREES FAHRENHEIT. 24. SUPPORTS AND ANCHORS: A. MANUFACTURERS: GRINNELL, B-LINE, O.Z. GEDNEY, MICHIGAN HANGER, BERGEN/CARPENTER AND PATERSON. B. MATERIALS COMPATIBLE WITH PIPING SYSTEMS AVOIDING ELECTROLYTIC ACTION AND CONFORM TO ANSI/ASME B31, NFPA, MSS SP-58, 69, 89.23. 25. CONTROL SYSTEM WIRING: HVAC CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL CONTROL WIRING FOR HVAC EQUIPMENT. 26. ROUND DUCTWORK IS ALLOWED IN LIEU OF RECTANGULAR SHOWN ON DRAWINGS. 27. EXPOSED OUTSIDE BUILDING DUCTWORK SHALL BE: DOUBLE WALL 2" THICK x 1.55#/CUBIC FT. INSULATED, WATERPROOFING, RESISTANCE TO CORROSION AND SUSCEPTIBILITY TO PHYSICAL DAMAGE. 28. UNDER NO CIRCUMSTANCES SHALL PLASTIC PIPING BE INSTALLED IN RETURN AIR CEILING PLENUMS. MATERIALS WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL BE LISTED AND LABELED AS HAVING A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723. THIS NOTE SUPERCEDES ANY INFORMATION FOUND ANYWHERE ELSE IN THE DRAWINGS. 4 5 6 7 8 9 10 11 12 Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 0 H aU) E WLU M o o W ZLnN o Z�Y� W � z Lu } G C� 3 W CO 0 Y w Ln Ix0z^ O�}m Qzr' NLU Q 06 fA 0 Ln 5_4aa pF NEW �P `ovp5 A,NrTy0 * �~ yA �* GXP OT24 r � W FD 0 913 pROFESSIO REVISION SCHEDULE NAME I DATE F E D W V O co T o W� Z - C 70 V V cz i 0 Q U Cz., -- V C'7 7 T Cz o }� L D Cy) B p >T C UVr T DATE: 11.17.2021 PROJECT: 21070432 OTHER. - DRAWN BY: MP MECHANICAL GENERAL NOTES 0 co T . . � I N N 0 N T I G F E ❑C r C n 1 2 r 71 3 \.../ - •ask <xT"_,)ae�=°2 �c._ o a A2 MECHANICAL ZONING PLAN M 1 0 0 1'8" = 1'-0" 2 5 0 4 11 1 12 GENERAL NOTES Architecture Planning Interior Design 619 West State Street _ Ithaca, New York 14850 132 E. 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S 1 10"e S 1 16'0 X 1- \`r _._..__ 24"X10" - - -- - _ — - -.. 30"x 12" 24 x 10" 6 ra ` 12"0 i \ 225(CFM) I-'._.._. 225(CFM) N J _ -- 1 _-----. 1__I � / 1.1--_ U I =12°c� I I U S-1 S-, f S-, 10 s (to 0) s- 10 0 - __. _.. = S_, n ) 1 (,0 0) 1 I /(10"0) S 1( 0) I (0°0) I t 0) 1 -1- ) J13 ...._.__. O _ __ __ _) 3 CFM �I� ..._..... _ _ 300 CFM ' ___ -- 3 CFM 300 CFM ® 300 CFM 6 300 CFM _ I 300 CFM l� a r C I I I I I I rc.f el ...� S-1 0 0) 1 s-1 (10 0) 1 -.. --...._._. - ..- - _ �.r..._... - - 8. -225 CFM 225 CFM —� .. I � I - - s. S 10) 3V CFM I— �E ■ ■ I a a 2 A2 OVERALL MECHANICAL PLAN M 101 1 /8" = V-0" 3 C! i a a a n a I I I I i 'I I I 5 6 1 7 1 8 9 10 11 12 GENERAL NOTES A. MC TO PROVIDE INSULATION AND BAFFLES FOR ALL SUPPLY & RETURN GRILLES/DIFFUSERS TO CONTROL NOISE TRANSMISSION BETWEEN SPACES. B. MAINTAIN A MINIMUM OF 20" OF CLEARANCE BETWEEN UNDERSIDE OF ROOF AND TOP OF DUCT. 11 Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 11 U aLn 1A o CC F oM LLJ � N all, W N a) Z O 0 0 L Ln 0KEY NOTES z < Y W j 24"x12" RETURN AIR DUCT AND 20"x12" cl� z o o G SUPPLY AIR DUCT UP TO RTU-1 ON ROOF. MC 1 TO PROVIDE PROPER CONNECTIONS TO W m 3: 3 RTU. MC TO REFER TO MANUFACTURER p V) w c+1 Y SPECIFICATIONS. WQz.Ln -� 26"x12" RETURN AIR DUCT AND 26"x12" ro Q SUPPLY AIR DUCT UP TO RTU-2 ON ROOF. MC z -I 2 TO PROVIDE PROPER CONNECTIONS TO N Q ro RTU. MC TO REFER TO MANUFACTURER F- m . 4 SPECIFICATIONS. W o J In 26"x12" RETURN AIR DUCT AND 26"x12" a a SUPPLY AIR DUCT UP TO RTU-3 ON ROOF. MC 3 TO PROVIDE PROPER CONNECTIONS TO RTU. MC TO REFER TO MANUFACTURER SPECIFICATIONS. Ile, Of N E 4Y 20"x12" RETURN AIR DUCT AND 20"x12" oVa S A • ,V O T SUPPLY AIR DUCT UP TO RTU-4 ON ROOF. MC �Iv 4 TO PROVIDE PROPER CONNECTIONS TO 1t RTU. MC TO REFER TO MANUFACTURER SPECIFICATIONS. EXP 07/24 ck: Uj F 30"x12" RETURN AIR DUCT AND 30"x12" SUPPLY AIR DUCT UP TO RTU-5 ON ROOF. MC FOB 091373 5 TO PROVIDE PROPER CONNECTIONS TO RTU. MC TO REFER TO MANUFACTURER q�FESS10Na SPECIFICATIONS. 30"x12" RETURN AIR DUCT AND 30"x12" SUPPLY AIR DUCT UP TO RTU-6 ON ROOF. MC REVISION SCHEDULE 6 TO PROVIDE PROPER CONNECTIONS TO RTU. MC TO REFER TO MANUFACTURER NAME DATE SPECIFICATIONS. _ 30"x12" RETURN AIR DUCT AND 30"x12" SUPPLY AIR DUCT UP TO RTU-7 ON ROOF. MC 7 TO PROVIDE PROPER CONNECTIONS TO RTU. MC TO REFER TO MANUFACTURER SPECIFICATIONS. 30"x12" RETURN AIR DUCT AND 30"x12" SUPPLY AIR DUCT UP TO RTU-8 ON ROOF. MC 8 TO PROVIDE PROPER CONNECTIONS TO RTU. MC TO REFER TO MANUFACTURER SPECIFICATIONS. E 34"x12" RETURN AIR DUCT AND 34"x12" SUPPLY AIR DUCT UP TO RTU-9 ON ROOF. MC 9 TO PROVIDE PROPER CONNECTIONS TO RTU. MC TO REFER TO MANUFACTURER SPECIFICATIONS. 8"x8" EXHAUST AIR DUCT UP TO EF-1 ON 10 ROOF. MC TO VERIFY PROPER CONNECTION TO EXHAUST FAN. MC TO REFER TO MANUFACTURER SPECS. 8"x8" EXHAUST AIR DUCT UP TO EF-2 ON - 11 ROOF. MC TO VERIFY PROPER CONNECTION TO EXHAUST FAN. MC TO REFER TO MANUFACTURER SPECS. 10"x10" EXHAUST AIR DUCT UP TO EF-3 ON 12 ROOF. MC TO VERIFY PROPER CONNECTION TO EXHAUST FAN. MC TO REFER TO MANUFACTURER SPECS. 8"x8" EXHAUST AIR DUCT UP TO EF-4 ON ROOF. MC TO VERIFY PROPER CONNECTION D 13 TO EXHAUST FAN. MC TO REFER TO MANUFACTURER SPECS. 70 18"x8" EXHAUST AIR DUCT UP TO EF-5 ON 14 ROOF. MC TO VERIFY PROPER CONNECTION TO EXHAUST FAN. MC TO REFER TO MANUFACTURER SPECS. 8"x8" EXHAUST AIR DUCT UP TO EF-6 ON M 15 ROOF. MC TO VERIFY PROPER CONNECTION W TO EXHAUST FAN. MC TO REFER TO MANUFACTURER SPECS. L - 8"x8" EXHAUST AIR DUCT UP TO EF-7 ON 16 ROOF. MC TO VERIFY PROPER CONNECTION O TO EXHAUST FAN. MC TO REFER TO co SPECS. 8"x8" EXHAUST AIR DUCT UP TO EF-8 ON r 17 ROOF. MC TO VERIFY PROPER CONNECTION TO EXHAUST FAN. MC TO REFER TO O MANUFACTURER SPECS. Z � MC TO PROVIDE 8"x8" TRANSFER GRILLE BETWEEN DATA AND MECHANICAL ROOM. MC 18 TO PLACE TRANSFER GRILLE AS LOW AS _ .0 POSSIBLE, COORDINATE WITH ARCH FOR ' + AESTHETICS. v O MC TO PROVIDE 8"x8" TRANSFER GRILLE BETWEEN ELEC AND CORRIDOR. MC TO v C i 19 PLACE TRANSFER GRILLE AS LOW AS POSSIBLE, COORDINATE WITH ARCH FOR AESTHETICS.70 U _� U T S� 0 L Cy) B p T ��{ ` V U T' ST DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: MP OVERALL MECHANICAL PLAN A 12 mi 01 LO N O � I N N 0 N co T G F E C n 1 A2 MECHANICAL ROOF PLAN M 1 02 1/8" = 1'-0" 11 12 Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com H 6 aLn W o ai I N Z N N r., O 0 m -r- Z E Y Z W O 0o}� G WLIJ m � 3 pYwr) Cr O z O�}M 2 LU N C)CO_1 Ln LIJ o1Qa of NE* Qo�p5 A,NT O * � Y exP 07/24 r � 444 F FD 091371, AROFESSIONa� REVISION SCHEDULE NAME DATE D Q) LO U � cle) . — T O7 CZ `v V 0 0 C CZ - U _Q 0 CY) 0^' ^T,, W 4 0 Cz }� i :3 M B p >-. C T- CU C T T DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: MP MECHANICAL ROOF PLAN A 1 F 3 CI 5 0 7 0 10 11 12 M102 1 2 3 4 5 6 N C0 ASHRAE 170 j 2020 NYSMC All Room Air Calculated People Outdoor Air - Area Outdoor Outdoor Air - Minimum Minimum N Function of Space (Per Pressure Exhausted Occupant Outdoor Air Occupancy Air Rate 2020 Area Outside Air - Outside Air - N Room Zone applicable ASHRAE 170 or 2020 Floor Area Volume Relationship to Minimum I'Ainimurn Directly to Density (Talhle Rate Calculation NYSMC Calculation Per Room Per Zone CD Nurr)bvr Number Room Name Code NYSIVIQ (SF) (ftf, 3) Adjacent Areas Outdoor ach Total ach Outdoors 433.3.1.1) (CF'M/person) (CFM) (CFM/sq- ft.) (CFM) (CFM) (CFM) N 401 Outoatier.t t M) Wa;trng IHt 202C NYStvsC Mawr Entry lobbre-, 410 3495 4.1 5 21 0.06 25 45 CD 401T 1 Patient TIt. ASHRAF 170 Bathroon, 57 48 NPgat1vP No: ^te qu red 13 yes \ 402 Cneri-in/0111 2Wu NY51vit Main intry lahhie.. 1C 921 1 1 ti 5 I; il(y ? 12 403 Oulpitient Lab 2020 NYSMC Corridors 344 2924 0,06 21 21 404 Lao Workroom ASHRAF 370 laboratori Work Area 230 195S Negative 2 F Not Required 65 405 Blood Draw ASHRAE 170 General Lxaminat:ari kiw_m I 141 1250 Not Required 2 4 Not Required 42 406 Blood Draw ASHRAF 1-0 General Exarr,inat:on Roam 126 �, 1071 Not Required 2 4 Not Required 3E 4fJ7 Blood Draw ASHRAE 11() General Examination RoCna 12, 1029 Not Heuuired 2 4 Not Re(luirr-d 34 2 304 408 EVS ASHRAE 170 J1amror's Clusct 51 434 Negatwe Not Required 10 Yes 4011 Seined ASHRAF 170 ISciled Work.rcom 1 120 1020 Negative 2 1;1 Yer. 34 410 Staff tlreak 2020 NYSMC lReceotion Areas 151 1284 4.5 1 5 1 23 0.06 9 32 410T Staff Tit. ASHRAE 170 JBathroorr 66 S61 Negative Not Required 10 Yes - H 411 Clean/Fquip. A514HAL 170 10ean Workroom 145 1233 Positive 2 4 Not Required 41 300 Stiff;'Admir- Corridor 2020 NYSfvtC C0r,idu'.: loffice 1321 11229 0.06 79 79 101 Admir,. Otfice (21 )n2;1 NYSto Spaces 1S5 1 31A CA S 4 P.oc c3 1.3 302 Revenoe Office' (21 2020 NYSMC 10ffice Spaces 125 1 1.063 0.6 5 3 0.06 8 11 30.3 Budding Storage 2020 NYSMC )Storage Rooms 228 1 1938 - - 0.12 27 27 30L) 3 Provider Off ire (21 20111 NYSMC 10} fice Spares 151 1 1292 08 5 4 0.06 9 13 187 307 Stiff Ltruik 2020 NYStvtC lReceptiun Areas ' 158 1 1343 4.7 5 24 0,06 9 33 309 State Shower ASHRAF! ' In (Bathroom 1co I R50 NeF.at vP Not lseq;a rPd I'll Ye. 311 Provider Office (21 2020 NYSC (Office Spaces 124 054 G. 5 3 0.06 7 11 317 Provider Office (21 2020 NYSMC Office Spaces I 123 1046 0.6 5 3 1 0.06 7 10 319 Provider Office (21 2020 NYSMC Office Spaces 124 1054 0.6 5 3 1 0.0[i ! 11 321 Bids. Storage 2020 NYSMC Storage Rooms 191 1624 0.12 23 23 323T 4 Staff Tit. ASHRAE 170 Bathroom so 425 Negative Not Required 10 Yes 57 3141 Specimr!n ilt ASHRAE 170 Bathroom 56 476 Negative I Not Required 10 Yes 325 EVS ASHRAE 170 J1awtor's Closet 29 247 Negative Not Required 10 Yes 326 Provider Office (2) 2020 NYSMC Office Spaces lCon.ference 151 1284 0.8 5 4 0.06 9 13 G 11 + Conference 1181 2020 NYSfvtC Rooms 118 3553 209 5 !05 0.06 25 130 102 Sperla ty Exam ASHRAF 17) lcperial fxarniiat-nn R."m 15 i 1284 Nnt Required 1 1 6 Not Required 4.3 204 Exam ASHRAE 170 General Eximinit,un Rr3t;m 125 1063 Nut Required 2 4 I Not Required 35 3i1 206 Fxam ASHRAF 170 General Fxarriin.ation Room 12S 1063 Not Rpqui►ed 2 4 'Not Rpquired 35 208 lchru (COr0rol ASIiRAL 110 General Lxarnination Room 11.)1 1.301 Not Required 2 4 Not. Required 43 322 Lquip. 2020 NYSMC Stwage Ruorns 126 1071 - - - 0.12 15 15 101 Waiting 2020 NYSMC Main Entry lobbies 2613 22211 26 1 5 131 0.06 157 287 102 Check -in 2020 NYSMC Mairr Entry Lobbies 211 1794 2.1 5 11 0.06 13 23 103 Check -in 2020 NYSMC Main Entry Lobbies 213 1811 2.1 5 11 0.06 13 23 6'7 362 104 Check-out 2020 NYSMC Main Entry Lobbies 151 1284 1.5 5 8 0.06 9 17 105 Copy/Supply 2020 NYSMC Office Spaces 67 570 0.3 5 2 0.06 4 6 106 Copy/Supply 2020 NYSMC Office Spaces 67 570 0.3 5 2 0.06 4 6 F E 0 C AIR INLET/OUT LET SCHEDULES (E,R,S) MARK MODEL MANUFACTURER SIZE SYSTEM TYPE MOUNT NOTES TYPE E-1 30ORS TITUS PER DWG EXHAARUST GRILLE CEILING 1-3 R-1 PXP-AA TITUS a PER DWG RETURN AIR GRILLE CEILING 1-5 S-1 OMNI TITUS PER DWG SUPPLY AIR 2'x2' DIFFUSER CEILING 1-3,5 S-2 TMSA TITUS PER DWG SUPPLY AIR 1'x1' DIFFUSER CEILING 1-3,5 S-3 250-AA TITUS PER DWG SUPPLY AIR GRILLE WALL 1-3,5 NOTES: 1. SUBMIT MANUFACTURER'S SHOP DRAWINGS FOR APPOVAL PRIOR TO ORDERING. 2. ALTERNATE MANUFACTURER'S INCLUDE: ENEMOSTAT, CARNES, KRUEGER, TITUS, AND TUTTLE & BAILEY 3. PROVIDE VOLUME DAMPER AT TAKE -OFFS. 4. PROVE WITH OPPOSED BLADE DAMPER. 5. MC TO PROVIDE INSULATION AND BAFFLES FOR ALL SUPPLY & RETURN GRILLES/DIFFUSERS TO CONTROL NOISE TRANSMISSION BETWEEN SPACES. 7 Roorn Zone Number Number Room Name i07T Public Tit. :rj81 Pat, ?;(. .09T Tva. Fiat. Tit. 110 Vitals?'Nurc,' V .rt 200A Fririnary Care 22=. Sppcialty Fxar" 226 Specialty Lxow 227 Exam 128 l k')na 229 LV'ani 230 Exa-m 231 Iteh H<-'.Ytn;'Co 232 a SFared Office (2) 131 Speciaalty t xa m. 234 SpuciAty Exam 2.35 Exam 236 f xam 237 Exam 238 Fxam 239 Bear lit-al►?l; Cor's.,lt 240 Poirt-ot-care work 3U4 f11dg. Sto*age 306 Equip 30R Nursing. 310 Clc ern 111T Public Tit, 112T Pat. Ut, 113T Pat. T't. 100 Specialty Care 201 Specialty Exam 203 Typ. Exam Type 2 205 Exartt 207 Specialty Exam 209 Specialty Exam 210 Specialty Exam 211 Exam 212 Exam 213 Exam 214 Exam 9 215 Specialty Exam 216 Vitals/Nurse visit 217 Specialty Exam 218 Specialty Exam 219 Typ Exam Type 1 220 Exam 121 Exam 222 Exam 223 MGR. Office (2) 224 Sched. Office (2) 312 Nursing 316 Med. 318 Soi rid 320 Nursing 8 1 9 10 1 11 12 A-SHRAF 170 2020 NYSMC All Room Air Calculated People Outdoor Air Area Outdoor Outdoor Air - Minimum Minimum Pressure Exhausted Occupant Outdoor Air Occupancy Air Rate - 2020 Area Outside Air- Outside Air - Applicable Function of Space (Per Floor Area Volume Relationship to Minimum Minimurn Directly to Density (Table Rate Calculation NYSMC Calculation Per Room Per Zone Code ASHRAE 170 or 2020 NYSMC) (SF) (ft^3) Adjacent Areas Outdoor ach Total ach Outdoors 403.3.1.1) (CFMiperson) (CFM) (CFM/sq. frt.) (CFM) (CFM) (CFM) ASHRAF 170 Bathroom 57 487 Negative Not Required 10 Yes ASHRAL 170 E3�rthioorn 54 459 Negative Not RuQuirrd 10 Yes AS4?RAE 170' Bathroorn 57 .18S Negative Not Recuirerf 13 Yes ASHRAF 170 6e,)erat I xaminat on Room 99 }i.41 Nor br.e ;l.,.rrr 4 Nnt Require) 18 2020 NYSMC Cumdur3 1437 12215 S 0.06 8G 86 JASHRAF 170 Special Fxarnination Room 146 1241 Not Req.ijrPo 2 Fi Nnt Regt;Ped 41 JASHRAL 170 5po.01 Lxarninit;on Room 141, 1233 Not Required 2 6 Nut Requved 41 IASHRAE 170 General f xa^vnation Roam 121 1029 Not Required 2 4 Not Required 34 :ASHRAf 110 Gpnoi;il tydr ain)t=ran tonal 110 1W.0 Nor Reclotier 3 4 Wit Required 34 ,ASHRAE 170 Ge,acral Examination Rocrn 121 1029 Not Required 2 4 Not Required 34 JASHRAE 170. General Fxarnination Room 120 1020 Not Required 2 4 Nrt Required 34 JASHRAL 170 Ge-wial Lxornmation Room 141 1250 Not Required 2 4 Nut Required 42 12020 NYSIAC Ojtice Spaces 147 1250 0.7 5 4 0.06 4 12 823 JASHRM 11C7 Special Examination Room 146 1241 Not Regoired 2 6 Not Required 41 �AS-IRAE 170 Special Examination Room 1,15 1233 Not Requirea I 2 6 Not Required 41 ASHRAF 170 C,Pner<al Fxarninatinn Rorm 121 10211 Not Requires: 2 ( 4 Not Required 34 JASHRAL 170 Ge,writ Rot;rri I A) 1020 Not Requrreu I 2 4 Nut Required 34 JASHRAE 170 General Examination Roam 121 1029 Not Required 2 <1 Not Required 34 ASHRAF 170 t3eneral LxammM,on Roam 120 1010 Not Regijirec 1 4 Not Required 14 ASHRAE 170 Ger-icral ExaMilldtion Room 141 1250 Not Req.urec I 2 4 Nut Required 42 ASHRAF 170 General Exarrrination Room 147 12SO ed 2 4 Nnt Required 42 12020 NYSMC Storage Hmrns 121 1029 0.12 15 15 12020 NYSMC Sturage Room!, 121 1029 *NotReqk1I(Pd - 0.12 15 15 JASHRAl' 110 Cirsneral Fxarninat.on Room 246 10 1 1 4 Not Required 10 JA5HRAE 170 Cle%:ir. Workr; o i) 121 1025 positive 2 4 Nat Required 34 JASHRAF. 170 Bathroom 5S 468 Negative Not Required t0 Yes - ASHRAE 170 Bathroorn 51 485 Negative Not Required 10 Yes ASHRAE 170 Bathroom 57 485 Negative Not Required 10 Yes - 12020 NYSMC Corridors 984 8364 - - 0.06 59 59 ASHRAE 170 Special Examination Room 146 1241 Not Required 2 6 Not Required 41 ASHRAE 170 General Fxarninat+on Room 121 1029 Not Required 2 4 Not Required 34 ASHRAE 170 General Lxarninabon Room 121 1029 Not Required 2 4 Not Required 34 ASHRAE 170 Special Examination Room 147 1250 Not Required 2 6 Not Required 42 ASHRAE 170 Special Examination Room 146 1241 Not Required 2 6 Not Required 41 ASHRAE 170 Special Examination Room 145 1233 Not Required 2 6 Not Required 41 ASHRAF 170 General Examination Room 121 1079 Not Required 2 4 Not Required 34 ASHRAE 170 General Examination Roont 120 1020 Not Required 2 4 Not Required 34 ASHRAE 170 General Examination Room 121 1029 Not Required 2 4 Not Required 34 ASHRAE 170 General Examination Room 120 1020 Not Required 2 4 Not Required 34 929 ASHRAE 170 Special Examination Room 147 1250 Not Required 2 6 Not Required 42 ASHRAF 170 General Examination Room 147 12SO Not Required 2 4 Not Required 42 ASHRAE 170 Special Examination Room 146 1241 Not Required 2 6 Not Required 41 ASHRAE 170 Special Examination Room 145 1233 Not Required 2 6 Not Required 41 ASHRAE 170 General Examination Room 121 1029 Not Required 2 4 Not Required 34 ASHRAE 170 General Examination Room 120 1020 Not Required 2 4 Not Required 34 ASHRAE 170 General Examination Room 121 1029 Not Required 2 4 Not Required 34 ASHRAL 170 General Lxarninalion RoOrn 120 1020 Not Required 2 4 Not Required 34 2020 NYSMC Office Spaces 147 1250 0.7 5 4 0.06 1 9 12 2020 NYSMC Office Spaces 147 1250 0.7 5 4 0.06 9 12 ASHRAE 170 General Lxarninataon Room 121 1029 Not Required 2 4 Not Required 34 ASHRAF. 170 Medication Room 121 1029 Not Required 2 4 Not Required 34 ASHRAE 170 Soiled Workroom 121 1029 Negative 2 10 Yes 34 ASHRAE 170 General Lxan„natson Room 246 1.091 Not Required 2 4 Not Required 70 FAN SCHEDULE (EF) MARK SERVICE MANUFACTURER MODEL AIR FLOW ESP (IN WG) RPM BHP EF-1 RESTROOMS / EVS GREENHECK G-060 210 0.2 1300 0.02 EF-2 STAFF SHOWER / GREENHECK G-080 340 0.125 1300 0.03 DATA / ELEC / MECH EF-3 RESTROOM / EVS / GREENHECK G-070 290 0.2 1550 0.03 SOILED EF-4 RESTROOM GREENHECK G-060 70 0.125 1050 0.01 EF-5 RESTROOMS GREENHECK G-070 210 0.2 1300 0.02 EF-6 RESTROOMS GREENHECK G-070 210 0.2 1300 0.02 EF-7 SOILED GREENHECK G-060 115 0.125 1300 0.01 EF-8 SPECIALTY CARE / GREENHECK G-060 DERMATOLOGY 210 0.2 1300 0.02 NOTES: 1. FURNISH AND INSTALL WITH MANUFACTURER'S DISCONNECT. 2. PROVIDE WITH MANUFACTURER'S ROOF MOUNT, LOCATE PER PLANS. 3. EXHAUST FAN SHALL BE INTERLOCKED WITH RTU SERVING THIS SPACE. EXHAUST FANS SHALL BE RUNNING DURING OCCUPIED HOURS. 4. SUBMIT MANUFACTURER'S SHOP DRAWINGS FOR APPROVAL PRIOR TO ORDERING. 5. ALTERNATE MANUFACTURER'S INCLUDE: CARNES, GREENHECK, L-COOK OR APPROVED EQUAL. 6. FAN WILL BE CONTROLLED BY THERMOSTAT. 7. EXHAUST FAN SHALL BE CONTROLLED BY RESTROOM OCCUPANCY SENSORS. EXHAUST FAN SHALL BE RUNNING WHILE RESTROOM IS OCCUPIED. VOLTAGE I PHASE 115 V 1 115 V 1 115 V 1 115 V 1 115 V 1 115 V 1 115 V 1 115 V 1 SONES DRIVE DAMPER NOTES 2.9 DIRECT BDD 1-5 5.4 DIRECT BDD 1-5 4.9 DIRECT BDD 1-5 1.7 DIRECT BDD 1-5 2.9 DIRECT BDD 1-5 2.9 DIRECT BDD 1-5 2.7 DIRECT BDD 1-5 2.9 DIRECT BDD 1-5 ROOFTOP UNIT SCHEDULE (RTU) COOLING SECTION HEATING SECTION ELECTRICAL DATA MIN. ESP MAX MAX FAN TOTAL MARK SERVICE MODEL NO. MANUFACTURER CFM OSA INCH CAPACITY ARI SEER INPUT OUTPUT AFUE (/o) MCA VOLTAGE FREQUENCY PHASE MOCP MOTOR WEIGHT NOTES (Tons) BHP (Ibs) (MBh) (MBh) INDOOR RTU-1 ZONE 1 48GCEM05B2A5-2W2C0 CARRIER 1600 57 0.6 4 16.1 110 88 80 33 208 V 60 Hz L 3 _ 45 0.75 823 1-4 RTU-2 ZONE 2 48GCEM06B2A5-2W2C0 CARRIER 2000 304 0.6 5 16.1 110 88 80 38 208 V 60 Hz 1 3 50 0.97 868 1-4 B RTU-3 ZONE 3 48GCEM06B2A5-2W2C0 CARRIER 2000 187 0.6 5 16.1 110 88 80 33 208 V 60 Hz L 3 50 0.97 868 1-4 RTU-4 ZONE 4 48GCEM05B2A5-2W2C0 CARRIER 1600 75 0.6 4 16.1 110 88 80 33 208 V 60 Hz I _ 3 45 0.75 823 1-4 RTU-5 ZONE 5 48HCED07B1 A5-2W2J0 CARRIER 2400 302 0.6 6 16 125 103 82 40 208 V 60 Hz _ 3 50 1.2 1114 1-4 RTU-6 ZONE 6 48HCED07B1 A5-2W2J0 CARRIER 2400 181 0.6 6 16 125 103 82 40 208 V 60 Hz 3 50 1.2 1114 1-4 RTU-7 ZONE 7 48HCED07B1 A5-2W2J0 CARRIER 2400 181 0.6 6 16 125 103 82 40 208 V 60 Hz 3 50 1.2 1114 1-4 RTU-8 ZONE 8 48HCED07B1A5-2W2J0 CARRIER 2400 823 0.6 6 16 125 103 82 40 208 V 60 Hz 3 50 1.2 1114 1-4 RTU-9 ZONE 9 48HCED08B2A5-2W2J0 CARRIER 3000 929 0.6 7.5 13.8 180 148 82 50 208 V 60 Hz 3 60 1.27 1324 I 1-4 NOTES 1. PROVIDE LOW LEAK ECONOMIZER WITH ENTHALPY CONTROL PACKAGE INCLUDES ECH-HE25 HORIZONTAL ECONOMIZER, ENTHALPY ECONOMIZER CONTROLS AND MODULATING OPTIONS. ECONOMIZER SHALL INCULDE HONEYWELL W7212 CONTROLLER CAPABLE OF FDD (FAULT DETECTION DIAGNOSTICS) & CO2 DEMAND VENTILATION CONTROL AND POWER EXHAUST CONTROL. 2. MC TO PROVIDE WITH: PROGRAMMABLE THERMOSTAT, FIRESTAT AND SMOKE DETECTOR INSTALLED AS REQUIRED BY LOCAL CODES AND OTHER LAWS. 3. MC TO INTERLOCK UNIT WITH ITS ASSOCIATED EXHAUST FAN. COORDINATE WITH EC. 4. DEMAND CONTROL VENTILATION SHALL BE PROVIDED WITH CO2 SENSOR AND AIR SIDE ECONOMIZER AUTO MODULATING OUTSIDE AIR DAMPER CONTROL. A. SUPPLY AND RETURN AIR SMOKE DETECTORS ARE TO BE SUPPLIED AND INSTALLED BY THE MECHANICAL CONTRACTOR. SMOKE DETECTORS ARE TO BE INDEPENDENTLY POWERED FROM AND SUPERVISED BY THE BUILDING FIRE ALARM SYSTEMS. Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 6 aLn E oM o LU N W N Z_� o O 0 -r- ZcY W � ZLUo3 G C7�} � W CO 3 Y LU M CC 0 p rh 3: W Cl) 0�Q06 U) o m Ln J LLI Q a pF NEI✓V �P `pL k S A . ,yTT O �~ YA �* GXP. 07/24 r rY 41 F FO 0 913 7 3 5�I\ �ROFESSI13 P� REVISION SCHEDULE NAME DATE E D co U o co O W Z CzCIO ., C -0 V o cz _ W i Q U U CM 70 r � CZ G O it +-+ C)) i :3 Cy) B O >% C ,- U c) T r DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: MP MECHANICAL SCHEDULES 1 1 2 3 CI R Con 7 9 10 11 `K M600 1 2 3 4 5 6 7 8 9 ` V HVAC SPECIFICATIONS: 15081 DUCT INSULATION Q 15050 BASIC MECHANICAL MATERIALS AND METHODS ALUMINUM FOIL FACING AND VAPOR BARRIER WITH TAPED -SEALED AND/OR STAPLED/TAPED SEALED JOINTS AND/OR LAPS. PROVIDE DUCT PROVIDE COMPLETE SYSTEMS AS CALLED FOR, AND/OR SHOWN, AND/OR SPECIFIED. HVAC CONTRACTOR TO FURNISH AND COMPLETELY COVERING ON ALL SUPPLY AND OUTDOOR AIR DUCTWORK. EXPOSED, OUTSIDE BUILDING DUCTWORK SHALL BE: DOUBLE -WALL, 2" THICK X 1.55#/CUBIC FT. INSULATED, WATERPROOFING, RESISTANCE TO N CORROSION AND SUSCEPTIBILITY TO PHYSICAL DAMAGE. INSTALL THE SYSTEM, SERVICE, EQUIPMENT, OR MATERIAL NAMED, TOGETHER WITH OTHER ASSOCIATED DEVICES, EQUIPMENT, MATERIALS, N O WIRING, PIPING, ETC., AS REQUIRED TO PERFORM WORK CALLED FOR, SHALL BE RESPONSIBLE TO THE HVAC CONTRACTOR. SECURE ALL 15815 METAL DUCTS N \ PERMITS FOR WORK AS REQUIRED. WHERE "FURNISH AND INSTALL", "PROVIDE", "FURNISH", "INSTALL" OR EQUIVALENT WORDS ARE USED, THEY SHEET METAL DUCTWORK TO BE INSTALLED, CONSTRUCTED, FABRICATED, ETC., IN ACCORDANCE WITH THE LATEST SMACNA MANUAL, ALL MEAN THAT THE CONTRACTOR SHALL FURNISH AND COMPLETELY INSTALL THE SYSTEM, SERVICE, EQUIPMENT OR MATERIAL NAMED, LOCAL CODES; GALVANIZED SHEET STEEL OR 2S OR 3S ALUMINUM SHEETS. FURNISH VOLUME DAMPERS WITH EXTERNAL LOCKING QUADRANTS. T --- TOGETHER WITH OTHER ASSOCIATED DEVICES, EQUIPMENT, MATERIAL, WIRING, PIPING, ETC., AS REQUIRED FOR A COMPLETE OPERATING PROVIDE SEALED HINGED -REMOVABLE ACCESS DOORS WHERE CALLED FOR AND/OR REQUIRED FOR ACCESS TO CONTROLS, OPERATORS, INSTALLATION. SENSORS, FILTERS, DAMPERS, ETC.. STANDARDS, CODES AND REGULATIONS FLEXIBLE DUCTWORK EQUIPMENT, DEVICES, APPARATUS AND INSTALLATIONS TO BE IN FULL COMPLIANCE WITH APPLICABLE STANDARDS, REQUIREMENTS, RULES, FLEXIBLE DUCTS SHALL BE OF WIREMOLD, FLEXMASTER, THERMAFLEX, GENFLEX OR APPROVED MAKE, WIREMOLD TYPE WG CONSTRUCTED OF REGULATIONS, CODES, STATUTES, ORDINANCES, ETC., LOCAL, CITY, COUNTY, STATE GOVERNMENT, HIGH TEMPERATURE, VINYL ORGANSOL COATED GLASS FABRIC; 14 OZ. AND COLD ROLLED CORROSION -RESISTANT COATED STEEL SPIRAL. H OWNER'S INSURANCE COMPANY, LOCAL GAS AND ELECTRIC UTILITIES, LABOR REGULATIONS. CHANGES REQUIRED TO CONFORM TO DUCT SHALL BE FACTORY PRE -INSULATED WITH MINIMUM OF 1" OF 3/4 LB. DENSITY GLASS FIBER BLANKET, SHEATHED WITH AN EXTERIOR REQUIREMENTS SHALL BE MADE WITHOUT INCREASE IN CONTRACT PRICE AS APPROVED BY THE ARCHITECT. FLAME -RESISTANT VINYL VAPOR BARRIER. STRAP CLAMPS SHALL BE PLASTIC TRAP OR STAINLESS STEEL DRAW -UP CLAMPS FOR SECURING ELECTRICAL EQUIPMENT, WIRING, GAS BURNING EQUIPMENT, HANDLING AND STORAGE EQUIPMENT, ALL HYDRONIC PIPING, FLEXIBLE AIR DUCT. PRIOR TO CLAMPING, DUCT SHALL BE SEALED AS PER MANUFACTURER'S RECOMMENDATIONS. FLEXIBLE DUCT TO BE REFRIGERATION PIPING, INSULATING MATERIALS, ETC., SHALL COMPLY WITH REQUIREMENTS OF NFPA, NEC, UL, AGA, OSHA, EPA, BOCA, SUITABLE FOR USE WITH SYSTEM PRESSURE RATING AND DESIGN. FLEXIBLE DUCT RUNS SHALL NOT EXCEED 5-0" IN LENGTH. LOCAL AND ALL APPLICABLE STATE AND FEDERAL SAFETY CODES; FOR A PARTICULAR TYPE INSTALLATION AND SHALL BE SO LABELED WHERE APPLICABLE. 15820 DUCT ACCESSORIES MATERIALS: FLEXIBLE CONNECTIONS, AS CALLED FOR ON DRAWINGS, TO BE FIRE -WATER- WEATHER -RESISTANT FABRIC AS MANUFACTURED BY VENTFAB OR MATERIALS TO BE OF NEW GRADE, U.S. MAKE AND QUALITY SPECIFIED. APPROVED MAKE. WIRING: SECTION 15853 - POWER VENTILATORS G WIRING TO BE IN COMPLIANCE WITH LATEST N.E.C. AND ALL APPLICABLE CODES. LINE WIRES, OF PROPER SIZE, SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR, WITH FINAL POWER CONNECTIONS MADE BY ELECTRICAL CONTRACTOR. HEATING CONTRACTOR, WITHIN HIS GENERAL CONTRACT, SHALL BE RESPONSIBLE FOR ALL CONTROL WIRING OF EQUIPMENT, PROVIDE DEVICES, PANELS, DISCONNECT SWITCHES, SUBMITTALS: SUBMIT PRODUCT DATA. STARTERS, INTERLOCKS, CONTROLS, ETC., TO GIVE A COMPLETE/SATISFACTORY OPERATING SYSTEM. ELECTRICAL COMPONENT STANDARDS: COORDINATION: PROVIDE COMPONENTS THAT COMPLY WITH NFPA 70 AND THAT ARE LISTED AND LABELED BY UL WHERE AVAILABLE. LISTING AND LABELING: BEFORE ANY WORK IS INSTALLED AND BEFORE ANY EQUIPMENT IS PURCHASED, CONTRACTOR SHALL CAREFULLY CHECK SPECIFICATIONS PROVIDE ELECTRICALLY OPERATED FIXTURES SPECIFIED IN THIS SECTION THAT ARE UL LISTED AND LABELED. AMCA COMPLIANCE: PROVIDE AND DRAWINGS FOR EVERY TRADE AND JOB CONDITIONS AND ANY LACK OF COORDINATION BETWEEN HIS WORK AND THE PRODUCTS THAT MEET PERFORMANCE REQUIREMENTS AND ARE LICENSED TO USE THE AMCA SEAL. NEMA COMPLIANCE: PROVIDE SPECIFICATIONS AND DRAWINGS OR JOB CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT, IN WRITING. THE ARCHITECT COMPONENTS REQUIRED AS PART OF FANS THAT COMPLY WITH APPLICABLE NEMA STANDARDS. UL STANDARD: PROVIDE POWER WILL WORK OUT CONFLICTS AND ADJUSTMENTS IN CONTRACT PRICES. CHANGES IN EQUIPMENT SHALL BE INCORPORATED IN THE SHOP VENTILATORS THAT COMPLY WITH UL 705. DRAWINGS. IF CONTRACTOR FAILS TO CALL SUCH LACK OF COORDINATION BETWEEN SPECIFICATIONS, DRAWINGS AND JOB PRODUCTS F CONDITIONS TO THE ARCHITECT'S ATTENTION, IN WRITING, BEFORE ANY WORK IS DONE OR BEFORE EQUIPMENT IS PURCHASED, IT WILL BE ASSUMED THAT NO CONFLICTS EXIST. IF CONFLICTS ARISE DURING THE CONSTRUCTION PERIOD, THEY SHALL BE IMMEDIATELY REPORTED TO CENTRIFUGAL ROOF VENTILATORS BELT -DRIVEN CENTRIFUGAL FANS, AS INDICATED, CONSISTING OF HOUSING, WHEEL, FAN SHAFT, THE ARCHITECT IN WRITING AND THEY WILL BE WORKED OUT BY THE ARCHITECT, BUT NO INCREASE IN CONTRACT PRICE WILL BE ALLOWED. BEARINGS, MOTOR AND DISCONNECT SWITCH, DRIVE ASSEMBLY, CURB BASE, AND ACCESSORIES. THE ARCHITECT'S DECISIONS SHALL BE FINAL. WHEN HEATING AND COOLING EQUIPMENT IS OPERATED BY THE HEATING CONTRACTOR, THE HOUSING: REMOVABLE, SPUN -ALUMINUM, DOME TOP AND OUTLET HEATING CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE OPERATION AND SAFETY OF SUCH EQUIPMENT. WHEN HEATING AND BAFFLE; SQUARE, ONE-PIECE, ALUMINUM BASE WITH VENTURI INLET CONE. COOLING EQUIPMENT IS OPERATED BY THE OWNER (OR OTHER CONTRACTORS), THE OWNER (OR OTHER CONTRACTORS) SHALL BE SOLELY FAN WHEELS: ALUMINUM HUB AND WHEEL WITH BACKWARD -INCLINED BLADES. BELT DRIVE ASSEMBLY: RESILIENTLY MOUNTED TO THE RESPONSIBLE FOR THE OPERATION AND SAFETY OF SUCH EQUIPMENT. HOUSING, WITH THE FOLLOWING FEATURES: GUARANTEE: A. FAN SHAFT: TURNED, GROUND, AND POLISHED STEEL DRIVE SHAFT KEYED TO WHEEL HUB. HVAC CONTRACTOR SHALL GUARANTEE ALL EQUIPMENT, APPARATUS, MATERIALS AND WORKMANSHIP ENTERING INTO THIS CONTRACT B. SHAFT BEARINGS: PERMANENTLY LUBRICATED, PERMANENTLY SEALED, SELF -ALIGNING BALL BEARINGS. AND SHALL REPLACE ALL PARTS AT HIS OWN EXPENSE WHICH HAVE PROVEN DEFECTIVE WITHIN ONE (1) YEAR FROM FORMAL C. PULLEYS: CAST-IRON, ADJUSTABLE -PITCH MOTOR PULLEY. E ACCEPTANCE. INDIVIDUAL ITEMS SHALL BE GUARANTEED AS CALLED FOR IN ADDITION TO THE ABOVE. D. FAN AND MOTOR ISOLATED FROM EXHAUST AIR STREAM. SUBMITTALS: DISCONNECT SWITCH: NONFUSIBLE TYPE, WITH THERMAL -OVERLOAD PROTECTION MOUNTED INSIDE FAN HOUSING, FACTORY WIRED EACH RESPECTIVE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL, BEFORE CONSTRUCTION IS STARTED, SEVEN (7) COPIES THROUGH AN INTERNAL ALUMINUM CONDUIT. OF SHOP DRAWINGS FOR EQUIPMENT, DEVICES, MATERIAL, CONTROLS, ACCESSORIES, WIRING DIAGRAMS, ETC., FOR RESPECTIVE INSTALLATION. — BIRD SCREENS: REMOVABLE 1/2-INCH MESH, ALUMINUM. SPECIAL SUPERVISION AND INSTRUCTIONS: DAMPERS: COUNTERBALANCED, PARALLEL -BLADE, BACKDRAFT DAMPERS MOUNTED IN CURB BASE; FACTORY SET TO CLOSE WHEN FAN EACH SPECIALIZED INSTALLATION SHALL BE MADE UNDER THE SUPERVISION OF A FACTORY TRAINED ENGINEER OR CONTRACTOR'S STOPS. ROOF CURBS: GALVANIZED STEEL; MITERED AND WELDED CORNERS; 2-INCH- THICK, RIGID, FIBERGLASS INSULATION ADHERED TO SUPERINTENDENT WHO SHALL (A) SUBMIT A WRITTEN REPORT THAT THE INSTALLATION HAS BEEN INSTALLED IN KEEPING WITH THE SPECIFIED INSIDE WALLS; AND 2-INCH WOOD NAILER. SIZE AS REQUIRED TO SUIT ROOF OPENING AND FAN BASE. REQUIREMENTS AND THE MANUFACTURER'S STANDARDS; (B) INSTRUCT THE OWNER'S OPERATING PERSONNEL BEFORE FINAL ACCEPTANCE; A. CONFIGURATION: SELF -FLASHING WITHOUT A CANT STRIP, WITH MOUNTING FLANGE. D (C) PREPARE PERMANENT FORM OPERATING INSTRUCTIONS, PARTS LISTS, WIRING DIAGRAMS AND CONTROL DIAGRAMS, IN BOOKLET B. OVERALL HEIGHT: 12 INCHES. FORM, IN TRIPLICATE, TURNED OVER TO OWNER AND (D) CERTIFY THAT THE INSTALLATION IS OPERATING SATISFACTORILY UNDER THE RETURN PLENUM CEILINGS: UNDER NO CIRCUMSTANCES SHALL PLASTIC PIPING BE INSTALLED IN RETURN AIR CEILING PLENUMS. OWNER'S PERSONNEL AND CERTIFY THAT THE OWNER'S PERSONNEL ARE TRAINED ON SYSTEMS AND EQUIPMENT PER MANUFACTURER'S MATERIALS WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL BE LISTED AND LABELED AS HAVING A FLAME SPREAD INDEX OF GUIDELINES. NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E84 OR UL CUTTING AND PATCHING: 723. THIS NOTE SUPERCEDES ANY INFORMATION FOUND ANYWHERE ELSE IN THE DRAWINGS. CONTRACTOR SHALL SET SLEEVES AND INSERTS REQUIRED FOR INTAKES, PIPING, HANGERS, LOUVERS, VENTILATORS, DUCTWORK, ETC., IN CONSTRUCTION. SUPPLY GENERAL CONTRACTOR WITH COMPLETE INFORMATION AS TO SIZE AND LOCATION OF OPENINGS, THROUGH WALLS, FLOORS, ROOFS, ETC.,. FOR INSTALLATION OF THIS WORK IF THIS INFORMATION IS NOT SUPPLIED BEFORE NEW WALLS OR FLOORS ARE BUILT, HVAC CONTRACTOR SHALL CUT ALL OPENINGS AS APPROVED BY THE ARCHITECT. PATCHING AND REBUILDING REQUIRED TO PATCH OPENINGS, AND TO RESTORE CONSTRUCTION TO ITS ORIGINAL CONDITION BEFORE CUTTING, USING SKILLED CRAFTSMEN, AS C APPROVED BY THE ARCHITECT. SHALL BE PERFORMED BY OTHERS. OPENINGS SHALL BE ACCURATELY LOCATED, AS SMALL AS POSSIBLE, AND NEATLY AND CLEANLY CUT. WALL OPENINGS SHALL BE NEATLY CEMENTED AND WALL FRAMES GROUTED IN PLACE BY HEATING CONTRACTOR. B A 1 2 3 4 5 6 7 8 9 10 MOTORS: 11 12 MOTOR CONSTRUCTION: NEMA MG 1, GENERAL PURPOSE, CONTINUOUS DUTY, DESIGN B. OPEN DRIPPROOF MOTORS WHERE SATISFACTORILY HOUSED OR REMOTELY LOCATED DURING OPERATION. GUARDED DRIPPROOF MOTORS WHERE EXPOSED TO CONTACT BY EMPLOYEES OR BUILDING OCCUPANTS. FACTORY FINISHES: PRIME COAT SHEET METAL PARTS BEFORE FINAL ASSEMBLY. APPLY BAKED -ENAMEL FINISH COAT TO EXTERIOR SURFACES AFTER ASSEMBLY. ALUMINUM PARTS REQUIRE NO FINISH. EXECUTION: INSTALL POWER VENTILATORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. SUPPORT UNITS USING THE VIBRATION -CONTROL DEVICES INDICATED. SECURE ROOF -MOUNTED FANS TO ROOF CURBS WITH CADMIUM -PLATED HARDWARE. INSTALLATION OF ROOF CURBS IS SPECIFIED IN DIVISION 7 SECTIONS. SUSPEND UNITS FROM STRUCTURAL STEEL SUPPORT FRAME USING THREADED STEEL RODS AND VIBRATION ISOLATION SPRINGS. INSTALL UNITS WITH CLEARANCES FOR SERVICE AND MAINTENANCE. DUCT INSTALLATION AND CONNECTION REQUIREMENTS ARE SPECIFIED IN OTHER DIVISION 15 SECTIONS. DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF DUCTS AND DUCT ACCESSORIES. MAKE FINAL DUCT CONNECTIONS WITH FLEXIBLE CONNECTORS. ELECTRICAL: CONFORM TO APPLICABLE REQUIREMENTS IN ELECTRICAL SECTIONS. GROUNDING: GROUND EQUIPMENT. TIGHTEN ELECTRICAL CONNECTORS AND TERMINALS, INCLUDING GROUNDING CONNECTIONS, ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE -TIGHTENING VALUES. WHERE MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486A AND UL 486B. END OF SECTION 15853 SECTION 15855 - DIFFUSERS, REGISTERS, AND GRILLES GENERAL: SUBMITTALS: PRODUCT DATA FOR EACH MODEL INDICATED. PRODUCTS DIFFUSERS, REGISTERS, AND GRILLES ARE SCHEDULED ON DRAWINGS. EXECUTION INSTALL DIFFUSERS, REGISTERS, AND GRILLES LEVEL AND PLUMB, ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS, COORDINATION DRAWINGS, ORIGINAL DESIGN, AND REFERENCED STANDARDS. CEILING -MOUNTED OUTLETS AND INLETS: DRAWINGS INDICATE GENERAL ARRANGEMENT OF DUCTS, FITTINGS, AND ACCESSORIES. AIR OUTLET AND INLET LOCATIONS HAVE BEEN INDICATED TO ACHIEVE DESIGN REQUIREMENTS FOR AIR VOLUME, NOISE CRITERIA, AIRFLOW PATTERN, THROW, AND PRESSURE DROP. MAKE FINAL LOCATIONS WHERE INDICATED, AS MUCH AS PRACTICABLE. FOR UNITS INSTALLED IN LAY -IN CEILING PANELS, LOCATE UNITS IN THE CENTER OF THE PANEL. WHERE ARCHITECTURAL FEATURES OR OTHER ITEMS CONFLICT WITH INSTALLATION, NOTIFY ARCHITECT FOR A DETERMINATION OF FINAL LOCATION. INSTALL DIFFUSERS, REGISTERS, AND GRILLES WITH AIRTIGHT CONNECTION TO DUCTS AND TO ALLOW SERVICE AND MAINTENANCE OF DAMPERS, AIR EXTRACTORS, AND FIRE DAMPERS. INSTALL DIFFUSERS, REGISTERS, AND GRILLES ACCORDING TO NFPA 90A, "STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS." AFTER INSTALLATION OF DIFFUSERS, REGISTERS, AND GRILLES, INSPECT EXPOSED FINISH. CLEAN EXPOSED SURFACES TO REMOVE BURRS, DIRT, AND SMUDGES. REPLACE DIFFUSERS, REGISTERS, AND GRILLES THAT HAVE DAMAGED FINISHES. END OF SECTION 15855 15990 TESTING, ADJUSTING, AND BALANCING HEATING CONTRACTOR SHALL BALANCE AND ADJUST AIR SYSTEMS TO QUANTITIES AS CALLED FOR AND/OR AS SPECIFIED. BALANCE EACH AIR HANDLING SUPPLY, RETURN AND EXHAUST SYSTEM TO PROVIDE QUIET, DRAFTLESS AIR CIRCULATION OF AIR QUANTITIES CALLED FOR ON DRAWINGS AND/OR IN SPECIFICATIONS. ALL NECESSARY ADDITIONAL DAMPERS, SHEAVES AND PULLEYS REQUIRED TO PROVIDE PROPER AIR QUANTITIES SHALL BE PROVIDED BY AND INSTALLED BY HEATING CONTRACTOR WITHOUT INCREASE IN CONTRACT PRICE. CONTRACTOR SHALL ADJUST EQUIPMENT, DEVICES, CONTROLS, ETC., TO GIVE SPECIFIED RESULTS, WITHOUT INCREASE IN CONTRACT PRICE. SUCH BALANCING AND ADJUSTING OF SYSTEMS SHALL BE DONE BEFORE FINAL ACCEPTANCE, AS APPROVED BY THE ARCHITECT. A COMPLETE WRITTEN REPORT ON ALL WATER AND AIR BALANCING, SHOWING DESIGN REQUIREMENTS AND FINAL BALANCE DATA, SHALL BE SUBMITTED IN TRIPLICATE TO THE ARCHITECT BEFORE FINAL ACCEPTANCE. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE TO CUT AND PATCH NECESSARY WALL OR CEILING OPENINGS AND PROVIDE MATERIALS AND HARDWARE FOR COMPLETE INSTALLATION. MC TO VERIFY REUSABLE EXISTING DUCTS PRIOR TO BID. REMOVE, CLEAN, AND RESTORE TO NEW CONDITION. IF RESTORATION IS IMPRACTICAL REPLACE WITH NEW AT NO ADDITIONAL COST TO ORIGINAL BID. REINSTALL IN INDICATED LOCATION. 11 IPA Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com m H U aLn E LU H Mo 0 W S N � Z LA N W .4 O Z Y + W > 0� W zJ0� G W m 3 Y LLJLU M LU O z = w z c�Y1 Cl) 0�QC6 N o m n J � _4aa pF NEry Q 0\p5 A,,y1 0 y EXP. 07/24 r d3c _ a FO 091373 F SSIONP� REVISION SCHEDULE NAME DATE F E D LO U o T O U� Z CZ — C U U cz ( i Q U C) CIO 0 ^T'' W W CZ 0 Cz r r .�.J � L :3 M B O >-,r C U c) T r DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: MP MECHANICAL SPECIFICATIONS M700 n 75 n N C.0 N N O N T It We F 1 2 9 ^ COMcheck Software Version 4.1.1.0 �'IJ y Mechanical Compliance Certificate Project Information Energy Code: 2014 New York Energy Conser. Constr. Code (by application of 90.1 (2010) Standard) Project Title: Cortland Medical Office Building Location: Cortland, New York Climate Zone: 5a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 1113 Route 13 Matthew Pennock Cortland, NY 13045 WestShore Design Engineers 100 Great Oaks Blvd, Suite 115 Albany, NY 12203 518-313-7153 Mpennock@westshorede.com Mechanical Systems List Quantity System Type & Description 2 4-TON RTU (Single Zone): Cooling: 1 each - Single Package DX Unit, Capacity = 50 kBtu/h, Air -Cooled Condenser Proposed Efficiency = 16.10 SEER, Required Efficiency: 13.00 SEER Fan System: Unspecified 2 5-TON RTU (Single Zone): Cooling: 1 each - Single Package DX Unit, Capacity = 63 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 16.10 SEER, Required Efficiency: 13.00 SEER Fan System: Unspecified 4 6-TON RTU (Single Zone): Cooling: 1 each - Single Package DX Unit, Capacity = 75 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 12.00 EER Required Efficiency: 11.20 EER Fan System: Unspecified 1 7.5-TON RTU (Single Zone): Cooling: 1 each - Single Package DX Unit, Capacity = 93 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 12.00 EER, Required Efficiency: 11.20 EER Fan System: Unspecified 1 Water Heater 1: Gas Storage Water Heater, Capacity: 100 gallons, Input Rating: 150 kBtu/h w/ Circulation Pump Proposed Efficiency: 97.00 % Et, Required Efficiency: 80.00 % Et Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, P P P 9 P 9P . specifications, and other calculations submitted with this permit applic 'on. The proposed mechanical systems have been designed to meet the 90.1 (2010) Standard requirements in COMc ersion 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Matthew Pennock - HVAC Designer 12.03.2021 Name - Title Signature Date Project Title: Cortland Medical Office Building Report date: 12/03/21 Data filename: \\192.168.111.10\Company\Clients\Marchuska Construction\21070432 - Cortland MOB\01- Page 1 of 12 Construction Documents\Engineering\ComCheck-Title 24\ComCheck - Mechanical.cck E COMcheck Software Version 4.1.1.0 Inspection Checklist Energy Code: 90.1 (2010) Standard Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Req.ID 4.2.2,6.4. Plans, specifications, and/or ❑Complies Requirement will be met. 4.2.1,6.7, calculations provide all information ❑Does Not D2 with which compliance can be ❑Not Observable [PR2]1 determined for the mechanical ❑Not Applicable systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. 4.2.2,7.7. Plans, specifications, and/or ❑Complies Requirement will be met. 1,10.4.2 calculations provide all information ❑Does Not - [PR3]1 with which compliance can be ❑Not Observable determined for the service water ❑Not Applicable heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. 4.2.2,8.4. Plans, specifications, and/or ❑Complies Requirement will be met, 1.1,8.4.1. calculations provide all information ❑Does Not IC 2,8,7 with which compliance can be ❑Not Observable [PR6]2 determined for the electrical systems ❑Not Applicable and equipment and document where exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%. 6.7.2.4 Detailed instructions for HVAC ❑Complies Exception: Requirement does not apply. [PR5]1 systems commissioning included on ❑Does Not the plans or specifications for projects ❑Not Observable >=50,000 ft2. ❑Not Applicable Additional Comments/Assumptions: 0 111 High Impact (Tier 1) 12 I Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Cortland Medical Office Building Report date: 12/03/21 Data filename: \\192.168.111.10\Company\Clients\Marchuska Construction\21070432 - Cortland MOB\01- Page 2 of 12 Construction Documents\Engineering\ComCheck-Title 24\ComCheck - Mechanical.cck 4 1 5 6 Section # Footing / Foundation Inspection Complies? Comments/Assumptions & Req.ID 6.4.3.8 Freeze protection and snow/ice ❑Complies Exception: Requirement does not apply. (F091' melting system sensors for future ❑Does Not connection to controls. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1LI ow Impact (Tier 3) Project Title: Cortland Medical Office Building Report date: 12/03/21 Data filename:\\192.168.111.10\Company\Clients\Marchuska Construction\21070432 - Cortland MOB\01- Page 3 of 12 Construction Documents\Enginee ring\ComCheck-Titie 24\ComCheck - Mechanical.cck Section # Plumbing Rough -In Inspection Complies? Comments/Assumptions & Req.ID 7.4.4.1 Temperature controls installed on ❑Complies Requirement will be met. [pL2]3 service water heating systems ❑Does Not (< 1200F to maximum temperature ❑Not Observable for intended use). ❑Not Applicable 7.4.4.2 Automatic time switches installed to ❑Complies Requirement will be met [PL311 automatically switch off the ❑Does Not recirculating hot-water system or heat []Not[race. Not Observable ❑Not Applicable Additional Comments/Assumptions: 1'.High Impact (Tier 1) 2 Medium Impact (Tier2) 3 Low Impact (Tier 3) Project Title: Cortland Medical Office Building Report date: 12/03/21 Data filename: \\192.168.111.10\Company\Clients\Marchuska Construction\21070432 - Cortland MOB101- Page 4 of 12 Construction Documents\Enginee ring\ComCheck-Titie 24\ComCheck - MechanicaLcck Section # Mechanical Rough -In Plans Verified Field Verifled Complies? Comments/Assumptions & Rei .ID i Inspection L Value Value 6.4.1.4,6. HVAC equipment efficiency Efficiency:, Efficiency:_ ❑Complies Sea the Mechanical Systems list 4.1.5 verified. Non-NAECA HVAC ❑Does Not forvelues. [ME1]2 equipment labeled as meeting ❑Not Observable 90.1. ❑Not Applicable 6.4.3.4.1 Stair and elevator shaft vents ❑Complies Exception: Requirement (ME3]3 have motorized dampers that ❑Does Not does not apply, automatically close. ❑Not Observable ❑Not Applicable 6.4.3.4.2. Outdoor air and exhaust systems ❑Complies Requirement will be met. 6.4.3.4.3 have motorized dampers that ❑Does Not [ME413 automatically shut when not in ❑Not Observable use and meet maximum leakage ❑Not Applicable rates. Check gravity dampers where allowed. 6.4.3.4.5 Enclosed parking garage ❑Complies Exception: Requirement [ME3913 ventilation has automatic ❑Does Not does not apply. contaminant detection and ❑Not Observable capacity to stage or modulate ❑Not fans to 50% or less of design Applicable capacity. 6.4.3.4.4 Ventilation fans >0.75 hp have ❑Complies Requirement will be met. [ME5 13 automatic controls to shut off fan ❑Does Not when not required. ❑Not Observable ❑Not Applicable 6.4.3.9 Demand control ventilation ❑Complies . Requirement will be met. [ME611 provided for spaces >500 ft2 and ❑Does Not >40 people/1000 ft2 occupant ❑Not Observable density and served by systems with air side economizer auto ❑Not Applicable modulating outside air damper control, or design airflow >3,000 cfm. 6.4.3.10 Single zone HVAC systems with [ME40]2 fan motors >=5 hp have variable airflow controls. Air conditioning equipment with a cooling capacity >=110,000 Btu/h has variable airflow controls. 6.4.3.10 Single zone HVAC systems with [ME40]2 fan motors >=5 hp have variable airflow controls. Air conditioning equipment with a cooling capacity >=110,000 Btu/h has variable airflow controls. 6.4.3.10 Single zone HVAC systems with [ME4011 fan motors >=5 hp have variable airflow controls. Air conditioning equipment with a cooling capacity >=110,000 Btu/h has variable airflow controls. 6.4.3.10 Single zone HVAC systems with [ME40]2 fan motors >=5 hp have variable airflow controls. Air conditioning equipment with a cooling capacity >=110,000 Btu/h has variable airflow controls. L1Complies Exception: Requirement ❑Does Not does not apply. ❑Not Observable See the Mechanical Systems list ❑Not Applicable for values. ❑Complies Exception: Requirement ❑Does Not does not apply. [-]Not Observable See the Mechanical Systems list ❑Not Applicable for values. ❑Complies Exception: Requirement ❑Does Not does not apply. ❑Not Observable See the Mechanical Systems list ❑Not Applicable for values. ❑Complies Exception: Requirement ❑Does Not does not apply. []Not Observable See the Mechanical Systems list ❑Not Applicable for values. Ll Hlgh Impact (Tier 1) 12 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Cortland Medical Office Building Report date: 12/03/21 Data filename: \\192.168.111.10\Company\Clients\Marchuska Construction\21070432 - Cortland MOB\01- Page 5 of 12 Construction Documents\Enginee ring\ComCheck-Title 24\ComCheck - Mechanical.cck 7 8 Section # Mechanical Rough -In Plans Verified Field Verified Complies- Comments/Assumptions & Reg.ID Inspection Value Value 6.4.4.1.1 Insulation exposed to weather ❑Complies Requirement will be met. [ME7 13 protected from damage, ❑Does Not Insulation outside of the ❑Not Observable conditioned space and associated ❑Not with cooling systems is vapor Applicable retardant. 6A.4.1.2 HVAC ducts and plenums R- R-_ ❑Complies Exception: Ducts/plenums [ME8]' insulated. Where ducts or ❑Does Not located in heated, semi - plenums are installed in or under ❑Not Observable heated, or cooled spaces. a slab, verification may need to ❑Not Applicable occur during Foundation Inspection. 6.4.4.1.3 HVAC piping insulation thickness. _ in. —_ in. ❑Complies Exception: null. [ME91�' Where piping is installed in or ❑Does Not under a slab, verification may ❑Not Observable need to occur during Foundation ❑Not Applicable Inspection. 6AA.1.4 Thermally ineffective panel ❑Complies Exception: Requirement [ME4111 surfaces of sensible heating ❑Does Not does not apply. panels have insulation >= R-35. ❑No[ Observable ❑Not Applicable 6.4.4.2.1 Ducts and plenums sealed based ❑Complies Requirement will be met. (ME10]' on static pressure and location. ❑Does Not ❑Not Observable ❑Not Applicable 6.4.4.2.2 Ductwork operating >3 in. water ❑Complies Exception: Requirement [MEll]3 column requires air leakage ❑Does Not does not apply. testing. []Not Observable ❑Not Applicable 6.4.4.2.2 Ductwork operating >3 In. water ❑Complies Exception: Requirement [ME11]3 column requires air leakage ❑Does Not does not apply. testing. ❑No[ Observable ❑Not Applicable 6.4.4.2.2 Ductwork operating >3 in. water ❑Complies Exception: Requirement [ME1111 column requires air leakage ❑Does Not does not apply. testing. ❑No[ Observable ❑Not Applicable 6.4.4.2.2 Ductwork operating >3 in. water ❑Complies Exception: Requirement [MEll]3 column requires air leakage ❑Does Not does not apply. testing. []Not Observable ❑Not Applicable 6.5.1.6.5. Air economizers provided where ❑Complies 1.1.6.5.1. required, meet the requirements ❑Does Not 3 (ME12]1 for design capacity, control signal, ventilation controls, high- ❑Not Observable limit shut-off, integrated ❑Not Applicable economizer control, and provide a means to relieve excess outside air during operation. 6.5.1,6.5. Air economizers provided where ❑Complies 1.1,6.5.1. required, meet the requirements ❑Does Not 3 [ME12]1 for design capacity, control signal, ventilation controls, high- ❑Not Observable limit shut-off. integrated ❑Not Applicable economizer control, and provide a means to relieve excess outside air during operation. 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 ,Low Impact (Tier 3) Project Title: Cortland Medical Office Building Report date: 12/03/21 Data filename: \\192.168.111.10\Company\Clients\Marchuska Construction\21070432 - Cortland MOB\01- Page 6 of 12 Construction Documents\Engineering\ComCheck-Title 24\ComCheck - Mechanical.cck Section # Mechanical Rough -In Plans Verified ! Field Verified Complies. Comments/Assumptions & Req.ID Inspection Value Value 6.5.1,6.5. Air economizers provided where ❑Complies 1.1.6.5.1. required, meet the requirements ❑Does Not 3 for design capacity, control ❑Not Observable [ME12]1 signal, ventilation controls, high- ❑Not Applicable limit shut-off, integrated economizer control, and provide a means to relieve excess eration. outside air during operation. 6.5.2.3 Dehumidification controls ❑Complies Requirement will be met. [ME19]3 provided to prevent reheating, ❑Does Not retooling, mixing of hot and cold ❑Not Observable airstreams or concurrent heating ❑Not Applicable and cooling of the same airstream 6.5.3.3 Multiple zone VAV systems with ❑Complies Exception: Requirement [ME42]3 DDC of individual zone boxes ❑Does Not does not apply. have static pressure setpoint reset controls. ❑Not Observable See the Mechanical Systems list ❑Not Applicable for values. 6.5.3.3 Multiple zone VAV systems with ❑Complies Exception: Requirement [ME42]3 DDC of individual zone boxes ❑Does Not does not apply. have static pressure setpoint ❑Not Observable reset controls. ❑Not Applicable See the Mechanical Systems list for values. 6.5.3.3 Multiple zone VAV systems with ❑Complies Exception: Requirement [ME42]3 DDC of individual zone boxes ❑Does Not does not apply. have static pressure setpoint Not Observable reset controls ❑Not Applicable See the Mechanical Systems list for values, 6.5.3.3 -- . ._.....— �..— _-_.__..._.. Multiple zone VAV systems with ❑Complies -..._........._.__ Exception. Requirement [ME42]3 DDC of individual zone boxes ❑Does Not does not apply. have static pressure setpoint ❑Not Observable reset controls. ❑Not Applicable See the Mechanic.] Systems list for values. 6.5.4.1 HVAC pumping systems >10 hp ❑Complies Exception: Minimum flow is [ME25]3 designed for variable fluid flow. ❑Does Not less than required for proper ❑Not Observable operation and pump power ❑Not Applicable -75 hp. 6.5.6.1 ..... _... _... _..— _.__..._ Exhaust air energy recovery on ❑Complies -- Requirement will be met. [ME56]' systems meeting Table 6.5,6.1. ❑Does Not -Not Observable ,]Not Applicable 6.5.7.1.1 Kitchen hoods >5,000 cfm have ❑Complies Exception, Requirement [ME3212 make up air >=50% of exhaust ❑Does Not does not apply. air volume. ❑Not Observable ❑Not Applicable 6.5.7.1.5 Approved field test used to ❑Complies Exception: Requirement [ME49]3 evaluate design airflow rates ❑Does Not does not apply, and demonstrate proper capture ❑Not Observable and containment of kitchen ❑Not Applicable exhaust systems. 6.5.7.2 Fume hoods exhaust systems ❑Complies Exception: Requirement [ME33]1 >=15,000 cfm have VAV hood ❑Does Not does not apply, exhaust and supply systems, ❑Not Observable direct make-up air or heat ❑Not Applicable recovery. 6.5,8,1 Unenclosed spaces that are ❑Complies Exception: Requirement [ME34]2 heated use only radiant heat. ❑Does Not does not apply. ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2'.Medium Impact (Tier 2) 3 ILow Impact (Tier 3) Project Title: Cortland Medical Office Building Report date: 12/03/21 Data filename: \\192.168.111.10\Company\Clients\Marchuska Construction\21070432 - Cortland MOB\01- Page 7 of 12 Construction Documents\Enginee ring\ComCheck-Title 24\ComCheck - Mechanical.cck section # Mechanical Rough -In Plans Verified Field Verified Complies- Comments/Assumptions & Req.LD_ Inspection Value Value 6.5.9 Hot gas bypass limited to: <=240 ❑Complies Requirement will be met. [ME35]1 kBtu/h - 50% >240 kBtu/h - 25% ❑Does Not ❑Not Observable ❑Not Applicable 6.5.9 Hot gas bypass limited to: <=240 ❑Complies Requirement will be met. [ME35]1 kBtu/h - 50% >240 kBtu/h - 25% ❑Does Not ❑Not Observable ❑Not Applicable 6.5.9 Hot gas bypass limited to: <=240 ❑Complies Requirement will be met [ME35]1 kBtu/h - 50% >240 kBtu/h - 25% ❑Does Not ❑Not Observable ❑Not Applicable 6.5.9 Hot gas bypass limited to: <=240 ❑Complies Requirement will be met. [ME35]1 kBtu/h - 50% >240 kBtu/h - 25% ❑Does Not ❑Not Observable ❑Not Applicable 7.4.2 Service water heating equipment ❑Complies ------------ [ME36]' meets efficiency requirements. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 !Medium Impact (Tier 2) 3 ;Low Impact (Tier 3) Project Title: Cortland Medical Office Building Report date: 12/03/21 Data filename:\\192.168.111.10\Company\Clients\Marchuska Construction\21070432 - Cortland MOB\01- Page 8 of 12 Construction Documents\Engineering\ComCheck-Title 24\ComCheck - Mechanical.cck 0 Section # Rough -In Electrical Inspection Complies? Comments/Assumptions & Req.ID':. 8.4.2 At least 50% of all 125 volt 15- and ❑Complies Requirement will be met. [EL10]2' 20-Amp receptacles are controlled by ❑Does Not an automatic control device. ❑No[ Observable ❑Not Applicable 10.4.1 Electric motors meet requirements ❑Complies Requirement will be met. [EL9]2 where applicable. C.]Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 ,Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Cortland Medical Office Building Report date: 12/03/21 Data filename: \\192.168.111.10\Company\Clients\Marchuska Construction\21070432 - Cortland MOB\01- Page 9 of 12 Construction Documents\Engineering\ComCheck-Title 24\ComCheck - Mechanical.cck Section # Final Inspection Complies? t Comments/Assumptions & Req ID1__ 6.4.3.1.2 Thermostatic controls have a 5 °F ❑Complies Requirement will be met. (F13]3 deadband. ❑Does Not ❑Not Observable ❑Not Applicable 6.4,3.2 Temperature controls have setpoint ❑Complies Requirement will be met. [F12013 overlap restrictions. ❑Does Not ❑Not Observable ❑Not Applicable 6.4.3.3.1 HVAC systems equipped with at least ❑Complies Requirement will be met. [FI21]3 one automatic shutdown control. ❑Does Not ❑Not Observable ❑Not Applicable 6.4.3.3.2 Setback controls allow automatic ❑Complies Requirement will be met. (FI22]3 restart and temporary operation as ❑Does Not required for maintenance. ❑Not Observable ❑Not Applicable 6.4.3.7 When humidification and ❑Complies Requirement will be met. [F1613 dehumidification are provided to a ❑Does Not zone, simultaneous operation Is ❑ Not Observable prohibited. ❑Not Applicable 6.7.2.1 Furnished HVAC as -built drawings ❑Complies Requirement will be met. [F 17]3 submitted within 90 days of system ❑Does Not acceptance. ❑Not Observable ❑Not Applicable 6.7.2.2 Furnished O&M manuals for HVAC ❑Complies Requirement will be met. [FIB]3 systems within 90 days of system ❑Does Not acceptance. ❑Not Observable ❑Not Applicable 6.7.2.3 An air and/o- hydronic system ❑Complies Exception: Requirement does not apply. (F19]1 balancing report is provided for HVAC ❑Does Not systems serving zones >5,000 ft2 of ❑Not Observable conditioned area. ❑Not Applicable 6.7.2.4 HVAC control systems have been ❑Complies Requirement will be met, [FI1011 tested to ensure proper operation, ❑Does Not calibration and adjustment of controls. ❑Not Observable ❑Not Applicable 7.4.4.3 Public lavatory faucet water ❑Complies Requirement will be met. [FI11]3 temperature <=110"F. ❑Does Not ❑Not Observable ❑Not Applicable 7.4.4.4 Controls are Installed that limit the ❑Complies Requirement will be met. [FI1213 operation of a recirculation pump ❑Does Not installed to maintain temperature of a ❑Not Observable storage tank. ❑Not Applicable 10.4.3 Elevators are designed with the ❑Complies Exception. Requirement does not apply. [F124]3 proper lighting, ventilation power, and ❑Does Not standby mode. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 .High Impact (Tier 1) 21Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Cortland Medical Office Building Report date: 12/03/21 Data filename: \\192.168.111.10\Company\Clients\Marchuska Construction\21070432 - Cortland MOB\01- Page 10 of 12 Construction Documents\Enginee ring\ComCheck-Title 24\ComCheck - Mechanical.cck 12 Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com ■ U a1-4 � r4 E CCHC) O LLJ W V N -0 Z N a) /� *{ O V ) Z Y W Z LUp 3 G W co YW th O Z Q z ,H N � Q 06 H0ca-1 O J un W o Q . pF NE4V Q o�p5 A,Nl O C � V EX : 07/24 4s Fp 0913 pROfESSIONP� REVISION SCHEDULE NAME DATE 1 2021-12-09 F E D ■ aaaaa� W LO � - U ■ aaaaa■ C)M M O ' ) Z C C V O CZ . _ U _a CZ — V CM T CZ L O /Z L :3 1../ cy) B O > C r CU (.) T T DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: MP MECHANICAL COMCHECK 1 1 2 3 14 5 0 7 8 9 Ice 11 MA M900 I& i K ►11 5 0 7 11 12 a; N (C) N N 0 N T H G I E r� 0 GENERAL NOTES A. BY EXECUTING THE CONSTRUCTION AGREEMENT, THE CONTRACTOR REPRESENTS THAT HE HAS VISITED THE SITE, FAMILIARIZED HIMSELF WITH THE LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, CORRELATED HIS OBSERVATIONS WITH ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, AND IS AWARE OF THE OWNER'S INTENDED USE OF THE PROJECT AREA. ANY AREAS WHERE ADDITIONAL INFORMATION IS REQUIRED ARE TO BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER, IN WRITING. B. CONTRACTOR: INSTALL WORK SUBSTANTIALLY AS INDICATED ON THE DRAWINGS. VERIFY EXACT LOCATION AND ELEVATIONS AT THE SITE. DO NOT SCALE THE DRAWINGS. MAKE NECESSARY CHANGES IN ELEVATION, FITTINGS OR OFFSETS TO ACCOMMODATE OBSTACLES OR INTERFERENCES. ALL DIMENSIONS ARE TO BE FIELD VERIFIED BEFORE START OF WORK. C. THE CONTRACTOR IS TO PROTECT FURNISHINGS, EQUIPMENT, ETC., AND PROPERLY STORE MATERIAL AS REQUIRED UNTIL COMPLETION OF THE PROJECT. D. CONTRACTOR TO VERIFY ALL MEASUREMENTS BEFORE ORDERING MATERIALS OR DOING ANY WORK. NO EXTRA COMPENSATION OR CHANGE ORDERS WILL BE ISSUED DUE TO DIFFERENCES BETWEEN THE ACTUAL MEASUREMENT AND THE DIMENSIONS ON THE DRAWINGS. CONTRACTOR SHALL LAY OUT ALL EQUIPMENT PRIOR TO FABRICATION OR INSTALLATION TO ASSURE PROPER FIT AND AVOIDANCE OF OBSTRUCTIONS, AND SHALL THOROUGHLY COORDINATE WORK WITH ALL TRADES AND DETERMINE EXACT ROUTE AND LOCATION OF EACH ELEMENT AND PIECE OF EQUIPMENT BEFORE FABRICATION AND INSTALLATION. E. CONTRACTOR TO BE RESPONSIBLE FOR KEEPING THE GENERAL WORK AREA CLEAN AND FREE FROM DIRT AND CONSTRUCTION MATERIALS, AND FOR CLEANING THE AREA AT THE END OF EACH DAY. ANY AND ALL DAMAGE TO THE EXISTING WALLS, CEILINGS, FLOOR, ETC., THAT OCCURS DURING THE WORK, SHALL BE REPAIRED AND PATCHED. IF THE SPECIFIC METHOD OF REPAIR IS IN QUESTION, THE CONTRACTOR IS TO CONFER WITH THE OWNER'S REPRESENTATIVE BEFORE COMMENCING THE REPAIR. F. THE CONTRACTOR SHALL MAINTAIN ON THE SITE FOR THE OWNER A COMPLETE SET OF CONTRACT DOCUMENTS AND ALL COPIES OF APPROVED SHOP DRAWINGS, ALL CHANGE ORDERS, FIELD ORDERS, AND BULLETINS, PROGRESSIVELY FILED AND UPDATED TO REFLECT THE LATEST CHANGES. G. THE CONTRACTOR IS TO PROVIDE AS -BUILT DRAWINGS AT THE COMPLETION OF THE PROJECT. H. CONTRACTOR ACKNOWLEDGES HE HAS VERIFIED WITH THE OWNER'S REPRESENTATIVE ALL OF THE DETAILS OF THE WORK TO BE PERFORMED INCLUDING THE ACCURACY OF ALL CONTRACT DRAWINGS AND SPECIFICATIONS. ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS, UNLESS NOTED OTHERWISE. I. ALL DEFECTS IN EQUIPMENT OR MATERIALS, OR ERRORS IN THE DRAWINGS DISCOVERED DURING THE PERFORMANCE OF THE WORK SHALL BE REPORTED PROMPTLY TO THE OWNER'S REPRESENTATIVE. IN NO EVENT SHALL THE WORK PROCEED UNTIL DEFECTS AND/OR ERRORS HAVE BEEN RESOLVED. J. CODES AND REGULATIONS: THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, RULES, REGULATIONS, AND ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK, BOTH ON AND OFF SITE. IF ANY OF THE CONTRACT DOCUMENTS ARE AT VARIANCE THEREWITH IN ANY RESPECT, CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING. K. CONTRACTOR REPRESENTS AND WARRANTS COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES AND REGULATIONS APPLICABLE TO THIS ORDER, INCLUDING THE NEW YORK STATE BUILDING CODE, AND THE LOCAL GOVERNING BODY. L. FINAL COMPLETION: PERFORM ALL OF THE WORK REQUIRED TO COMPLETE THE PROJECT, INCLUDING THE STATISFACTORY OPERATION OF ALL EQUIPMENT, AND THE CORRECTION OF ALL UNACCEPTABLE OR INCOMPLETE PORTIONS OF THE PROJECT TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE, SETTLE ALL CLAIMS AND SECURE THE RELEASE OF ALL MECHANICS LIEN OR LIENS OF A LIKE NATURE, AND SECURE THE ISSUANCE BY AN APPROPRIATE GOVERNMENT AUTHORITY OF A CERTIFICATE OF OCCUPANCY. REMOVE ALL RUBBISH, SURPLUS MATERIALS, SCAFFOLDING, AND EQUIPMENT FROM THE SITE WHETHER OR NOT LEFT BY OR BELONGING TO THE CONTRACTOR. M. CONTRACTOR TO VISIT THE SITE PRIOR TO BID AND VERIFY ALL EXISTING CONDITIONS. ANY DAMAGES TO ANY EXISTING WALL, FLOORS, FINISHES, ETC. BY THIS CONTRACTOR ARE TO BE REPAITED AT THE CONTRACTOR'S EXPENSE. N. CONTRACTOR TO FIELD VERIFY INVERT ELEVATION USING EXISTING SIDEWALK ANDINTERIOR CLEANOUTS PRIOR TO BID, CONSTRUCTION, AND SLAB CUTTING. VERIFY INVERT ELEVATION ALLOWS FOR PROPER SLOPE OF 1/4 PER FOOT FROM FARTHEST FIXTURE. 4" SANITARY MAY BE SLOPED AT MINIMUM 1/8" PER FOOT. NOTIFY ENGINEER OF INVERT ELEVATION FOUND IN FIELD. O. ON ALL CALIFORNIA PROJECTS: CONTRACTOR TO PROVIDE INSULATION ON ALL HOT WATER MAINS AND CIRCULATING PIPING. A MINIMUM OF R-4 INSULATION ON PIPING LESS THAN OR EQUAL TO 2" AND R-6 INSULATION ON PIPING GREATER THAN 2" PER TITLE 24, PART 6 OF THE CALIFORNIA BUILDING ENERGY CODE. P. UNDER NO CIRCUMSTANCES SHALL PLASTIC PIPING BE INSTALLED IN RETURN AIR CEILING PLENUMS. MATERIALS WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL BE LISTED AND LABELED AS HAVING A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE - DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723. THIS NOTE SUPERCEDES ANY INFORMATION FOUND ANYWHERE ELSE IN THE DRAWINGS. EQUIPMENT DESIGNATIONS &ABBREVIATIONS HANDICAP ACCESSIBLE DESIGNATION (IF APPLICABLE) XXX-1 H EQUIPMENT EQUIPMENT DESIGNATION NUMBER MARK DESCRIPTION MARK DESCRIPTION AFF ABOVE FINISHED FLOOR HWB HOT WATER BOILER AHU AIR HANDLING UNIT HWC HOT WATER CIRCULATING AP ACCESS PANEL HS HAND SINK ASC ABOVE SUSPENDED HV HOSE VALVE CEILING BBA BETWEEN BEAMS IWS IN WALL SPACE ABOVE BFP BACKFLOW PREVENTER L LAVATORY BJA BETWEEN JOISTS ABOVE LT LAUNDRY TRAY BV BALL VALVE MB MOP BASIN BWV BACKWATER VALVE MAU MAKE-UP AIR UNIT CKV CHECK VALVE MF MIXING FAUCET CTB CLOSE TO BEAM NC NEW CONNECTION CTC CLOSE TO CEILING OSD OPEN SITE DRAIN CTC-B CLOSE TO CEILING P PRESENT BELOW PRESSURE REDUCING CTF CLOSE TO FLOOR PRV VALVE CTW CLOSE TO WALL R RISE CW COLD WATER RTU ROOF TOP UNIT D DROP SA-G SANITARY SEWER GREASE DF DRINKING FOUNTAIN S&W STOP & WASTE VALVE EEW EMERGENCY EYEWASH SCW SOFT COLD WATER ELEV ELEVATION SH SHOWER EWC ELECTRIC WATER SK SINK COOLER EWH ELECTRIC WATER SMH SANITARY MANHOLE HEATER FAF FROM ABOVE FLOOR SP STEAM PIPE FURNISHED BY SS SERVICE SINK FBEC ELECTRICAL CONTRACTOR ST STORM SEWER FBFPC FURNISHED BY FIRE PROTECTION CONTRACTOR STMH STORM MANHOLE FBGC FURNISHED BY GENERAL CONTRACTOR FURNISHED BY HVAC SUH SUSPENDED UNIT HEATER FBHVAC CONCTRACTOR FBF FROM BELOW FLOOR TAF TO ABOVE FLOOR FBO FURNISHED BY OTHERS TBF TO BELOW FLOOR FCO FLOOR CLEANOUT TFA TO FLOOR ABOVE FD FLOOR DRAIN TFB TO FLOOR BELOW THERMOSTATIC MIXING FFA FROM FLOOR ABOVE TWV VALVE TWC TEMPERED WATER FFB FROM FLOOR BELOW CIRCULATING FFE FINISH FLOOR OF UNDER FLOOR ELEVATION FINISH GRADE UG UNDER GROUND FGE ELEVATION FH FIRE HYDRANT UR URINAL FP FIRE PROTECTION UV UNDERFLOOR VENT FT FOOTING TILE V VENT PIPING G GAS PIPING VL VERIFY LOCATION GPR GAS PRESSURE VB VACUUM BREAKER REGULATOR GT GREASE TRAP VTR VENT THRU ROOF GV GATE VALVE W WASTE PIPING GW GREASE SEWER WC WATER CLOSET GV-UG GATE WCO WALL CLEANOUT VALVE -UNDERGROUND GWH GAS WATER HEATER WF WASH FOUNTAIN H WALL HYDRANT WM WATER METER HD HUB DRAIN WT WATER THERMOMETER HW HOT WATER YCO YARD CLEANOUT `SEE SPECIFICATIONS FOR ADDITIONAL ABBREVIATIONS $ � 9 I 10 1 PLUMBING GRAPHIC SYMBOL INDEX AV ACID VENT AW ACID WASTE CW DOMESTIC COLD WATER CA(#) COMPRESSED AIR (PSIG) DI DEIONIZED WATER FOR - FUEL OIL RETURN FOS FUEL OIL SUPPLY GSAN GREASE DRAIN (SAN) RHW RECIRC HOT WATER, DOMESTIC HW(XXX)- DOMESTIC HOT WATER SUPPLY (TEMP. OPTIONAL, °F) IA INSTRUMENT AIR IND INDIRECT DRAIN NG(#) NATURAL GAS (PSIG) SAN SANITARY DRAIN SAN SANITARY DRAIN BELOW GRADE ST STORM DRAIN ST STORM DRAIN BELOW GRADE T TEMPERED WATER TD TRENCH DRAIN VC VACUUM V VENT EXISTING WORK, EQUIPMENT NEW WORK, EQUIPMENT WORK, EQUIPMENT TO BE REMOVED L AQUASTAT BALL VALVE BUTTERFLY VALVE XXX � CALIBRATED BALANCING VALVE j (GPM) V CHECK VALVE CONTROL VALVE (TWO WAY) J O rkCONTROL VALVE (THREE WAY) II FLANGED CONNECTION I ,i GAS SHUTOFF VALVE ><] GENERIC VALVE -- (REFER TO SPEC FOR TYPE) V� GATE VALVE GLOBE VALVE [M � In MOTORIZED VALVE I�\\„ PLUG VALVE P) PRESSURE GAUGE PRESSURE REDUCING �k VALVE PRESSURE REGULATING C VALVE FFI PRESSURE/TEMPERATURE PORT RELIEF VALVE T- TEMPERATURE P- PRESSURE TP- TEMPERATURE/ PRESSURE OS & Y VALVE SOLENOID VALVE Q SIPHON (T) TEMPERATURE GAUGE THERMOMETER 0r-LUVV iVic i crs T I EXPANSION JOINT \ STRAINER REDUCED RPZ PRESSURE ZONE BACKFLOW uPREVENTER GENERIC STEAM TRAP RPDA REDUCED PRESSURE DETECTOR ASSEMBLY BACKFLOW M❑ WATER METER PREVENTER 11 l DCDA DUAL CHECK UNION DETECTOR ASSEMBLY BACKFLOW a GAUGE COCK OR PREVENTER NEEDLE SEV SECTIONAL VALVE CONTROL WCO WALL CLEANOUT VALVE SECTION # OQ FLOOR CLEANOUT 1 SECTION SYMBOL A101 DWG, HOSE BIB WHERE THE �NF NON-FREEZING HOSE BIB SECTION _ IS LOCATED • BOTTOM OF DUCT ELEVATION T X' XX" ABOVE FINISHED FLOOR PRESSURE SENSOR • CENTERLINE OF PIPE ABOVE FINISHED FLOOR ELEVATIONS SHOWN ARE FOR GENERAL GUIDANCE, T TEMPERATURE SENSOR CONTRACTOR TO VERIFY AND RESOLVE CONFLICTS PRIOR TO FS INSTALLATION FLOW SWITCH DIFFERENTIAL PRESSURE SENSOR DP 4 VACUUM BREAKER 4M MANUAL AIR VENT NOTE: NOT ALL SYMBOLS, ABBREVIATIONS AND A EQUIPMENT DESIGNATIONS MAY APPLY TO THIS g AUTOMATIC AIR VENT PARTICULAR PROJECT. ANY ADDITIONS OR T OMISSIONS FROM THIS LEGEND SHEET DOES NOT IMPLY INCLUSION AND/ OR EXCLUSIONS OF ANY PARTICULAR ITEM FROM THIS PROJECT. D CONCENTRIC REDUCER Q OR ECCENTRIC REDUCER FOT FOB (FLAT ON TOP / FLAT ON BOTTOM) A PIPE ANCHOR PIPE FLEX —G PIPE GUIDE ® PUMP (FLOW DIAGRAM) F.D. FLOOR DRAIN R.D. ROOF DRAIN F.S. FLOOR SINK 3O P TRAP I- TOP CONNECTION BOTTOM CONNECTION —0 PIPE UP 0 PIPE DOWN SA SHOCK ABSORBER (WATER HAMMER ARRESTOR) POINT OF CONNECTION BETWEEN EXISTING WORK AND NEW WORK (� POINT OF DISCONNECTION BETWEEN EXISTING WORK AND WORK TO BE DISMANTLED Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 19 aLn E o W N WAN a� Z_N o On -r- Z C Y In W � Cif Q ) zLuo3 G OD}� W m 3 Y LU M M O z O1--}"� <Zr' = w m N 0� a 06 HUm,1 U) o J Ln LU 5 or-q Q a pF NEW S A, ,yT o EXP_ 07/24 LU 4 F FO 0 913 AROFESS14NP� REVISION SCHEDULE NAME I DATE E D Z3 Im LO U � C0 T 0 W� Z 5 4-1 - C -0l.� U � o � ._ W i � Q U cz U CY) 5W G j Cz cz o L C'7 B p `v CU C T T DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: MP PLUMBING GENERAL NOTES n 1 2 3 N 5 ON 7 1 8 9 0 11 12 Pool j M F E D C A f I 1 .I 1 I I I I I I I I I E1 E7 P400 P400 41 -- - - , _ _ ! ! • — — — 11 i I I LU W j I I !may I I!P• 4} 1�•r..� 1 "I �g JU) I'• l l ! II � \ s +' dg9Nlllllhd. I;II1 II I: (,i!1 _ �_° l o-a!d 41 IJIiiC"IIIIII'IIIII::idhY.. f,lY"IhNt,:n illNlrld!ICali'' +LL { s , }°' „ , . „I",. - tliNh.l l L,falllplltl, :;":!7"h:W1AI71;!il•"^ 1:. -:, , ... : I � - __ -- � _ _ � - •: • :: •• .. , . ..:, .. Dal I I J L,, - N LIL,! ,IIIIIII I 1 11 19q;}I. I„! FD 1 I• fi.'1!1 Ih q1 h,ll III,.,L, I,2:: I'II!J,.rh II II LI t_II I IL,I„ I,r, I -- ICN;I i I I I I ! \' n IL. 1 > 5 I ,L N 1 k i��^.�^ ,�m.,^..W. ..,,�u,",,.,,.�•. ,.,.,mil ,.�^�..,:: ., ,I �,�, •�. ����.,ud ®,.�n���^.Y� '� ",�..mm.,��, �^,� ,,.�,,,a�, , ^, „"�,M.�., ",., , " „�I ...:rl - ,rr ,,..,�.. ,. J� �,...�,.� „�„ Il'...^e_•�u' ",w ^^..", m"°,.,,,..�...,"".^. ^ ^,^ ,N...,,�,„yi .. ^"...,.�,,,��^„"w,.�„ � ... .:.:.,.°„°,.. I 4 1 1/2"o V- r � s i s s• s _- , FCO-1 " - " - - " 'low 4oW ,► # �oVr �•oW � �oW „ ®�i 4oW 4oW -�oW �- FCO-1 FCO-1 I �% FCO-1 I � I - - - - - —' - I � � I!611„I:;Nt:w-i"I"fal•1dMCaq: � - - - — - - — - - — - =�� � - � � i JI—1 .. �'� I II i - y ,III, II, ,,, $ .n,1-Y - - �_ raldl'I!:iu'I'L:I APPROX. DISTANCE: 270' I =. m > r::!�1t.ntl', I'glhlllrl' Inll:!i ral n''!!:aNla:a C::q q dhY'q rlhlnt!::,II'ac:E I'dlr hN :;!.arl a.:!.;I r :!itan"r:r,:N INVERT ELEV: 1163' I� 1'I!i, N , - -- EH] N N(,rlii - :aYr:a I N ala.ra ,5va 3 = N - -� ;!,Yl:i 3 0 z. J1i f 5U11ll III I II,I:',("r.l � �� ,1Ci - I I � - � .- s:•I : _ � I -- --- I� _..� .. ..., APPROX DISTANCE: 85' 2EEI 3 l 1 f"LI:.: Ir.: III„ FCO-1 3 j INVERT ELEV: 1161.1 3 a ( I „ ��, -.a. n ,� n wd,'oWa ,n -- 1 1a2 o V 1 1/2 o V, _ ^,r.l. �� 2 o W •. a" _u.m , _..,,,.,b.R, A . II --... it ur.....:r'",-__ :.-,-, 9--'f` !4.- , � - -- — , — - — —�.rt ° t... .-x.>`+ _ III„ r ._�.,' � — I -. ,, " `�,v— f�•-,-, ,,; I ,-r— � 4_- �'><;' 7 Ij I :,j a �% u I ,..II I.,.,II,IL.I I Il..,,.,IJdI .,.II ILL,II�L..II I L..,I,a,l,l .,,J IL.1„II h.II I L.,I,i,LI --• J IL.1.,,�61•Il l u IL,rI,.r61J .,.I II I,II•hLJI l 1....14i•hEdl ....I IL.I.II111..111 11..,11,r.1„I 1 III E ,I•IIJ ,', , 1• •:I .114 r �� ------- LJLII ,'hIh611;:d,dl,ll1•" I -- �^ma,.—, __ ._.._.........__. _........_.....,.._.. ,nw-+s— __...._._.... I _ ;F , _ .,.. � _.._............. _ ;,.,I 1...6,1,•hll..l I L..,r,dhllull --- qI I Ch --- : � r...!.:I ' I "•I111 -- ur ,,,y ;. I � ,, ., , : aura ... - ----- � -_- �� L J L _�"' 1141.,, _._-._.... q.I.I {-� r APPROX. DISTANCE: 211' -__- �._.—_l 1�.�1--' r- - INVERT ELEV: 1162.4 (C- ! k Y, _ FCO-1 ! I W' T.' -FCO-1 '✓'� >�°G��;, i' r `� FC0-1 / FCO 1 _V , t : 1 1/2"o W -� a ?ti,- — z J 3' �`,• V� s .2,.� VI 5 .:.. , ::•:: ....,. ! ` a • ;... - .l„ \ I'!°'",Cllhq I I!!lul: N:,q III I, ...yr. : • :c r .I I r C7 .alr•I,I I 16..:1 ..,Cq].L:.L.L � � �rtr•hHfl 1.,� �. ,dhtluq _I _ Yr:76lGN11 f - _ II 9 IUII q 11 q..,,.. __N IL, I I U {I 6tlb) A!;3;'S -> @ �❑ L_ ��•1 ``-ar�u+', Ttl'I$! �_J° �I ,i!tl1,^I \._ =Annr e!IJI,I I L II I:I"f !I f I —2 P —ww! u �.'..4q c - il �I r r �I I _ c'OIfO/fl,2a`0 Von?' I'•._r N I r'1 �`.✓n�,��`�.._, - N`�®'1.A °'0 Il,•„/,s/'�. ''I i �/%4 i ..,\ �r r `` /. - I 1 I r I I f 3 „ ^ : *w 1 1 /2 o V . ,A.., 1 1 2; W P i I 111 _ '.I , ', � _--_-... ° ...� '',...._.�' ....� -----r T, . iJ ,,,-.:c { ,,. � '`,, II . L.a, i .......Ili I, .:: i ,". I � 4 � :�i ., t ..:a. �'M . , •, > h• _ IN,Ihb6ldl �i xrLdaJ!A—II'";'I',r!Ih'I J:�tlhNdhll uw,y,,l!uhlll -... _ rl.!.:I!Ldhl!dl' ( r.ldldlj a�I°'r,U;i!!J!dl - , .�'' .,I, 3 I L4 I •,,. I, 3 I'a •'I'V'y I r � 51 ,r!°��,,,. N � until - __ �i• e ! 4�-' w:ulln -, _ - I • o j i,_'� Eli 4 � .. ,I' 11 , f ' , .I, _. _ _._._ ..LI„,pp @t.hrW- _::::, � ' e.,„ I ...i-u�.6.. , �, �, - ^fy ,,,:ri ` r Y ....., - u l Y �' '�, ,4r+^- -:-+,1 _. _ -- r I 61 _l9 " , �`•' � � /-_ + ( ..;:::.w r 9 1 \ --� � �.--�.,° � � l� �I � ly _ , '���� - _� �F �„+ ,i,.��„���ii�„ @ a :. ..�., y' aa,�• A -..�, —� �.,, �� i� �i ����. - �.. { L.;-'-- -'- sum 1Q01'� i ----3-- _4! - I i — m":,�"�"w wry ","� — l ��iIT II�t ❑ 3_ ' 3; � iIIllliiilf!. C:4:'!;Ilf,:ili': ii?I ;; l CGJ• l.'I"I' If:NG'tllil c - .C:. FLAW `--- ° `- , , :; :; r .,. I:; ":' -�- r-,'r '^. T' •.,..Y I L.)f.11,!'ill— „- N ( ' hrl,. °,4 � I — zGI•It61IL.. r1 ticII tl.,,Ytl%.111 0'I"IC.: �Y 1tl"I'I!hll„a! I',11,9dgYyf!, 111�1'I` I T Ifl.::I 1-11i:AI I"I 1."OIal51,11_1" I:v;;;lgq'q'V'•';II' ••l',0411'l11IfIt,III l!nILgYgedhlL"III,f. Al ;LII,."I" �. m r APPROX. DISTANCE: 188' q.,�,eaWIC.)RI".Iuc:a bil !r. as Isa,cl I— °':5t ' � ,,. � �- � 13, I � 3 j= �j, Ij � I = 3 � �4��INVERT ELEV: 1162.2 gtu'I �4 , (L� � � � r i~ — 2..- o ---- I z - ----- - ' I ^ , : I I " F----- — FCO-1 _ .. ma ,� o �. v.,. low ._ " " �r P " - �.!.. ...•. . p ." . µ � . _ "•, " • ..,,------- E 6r, _._ .;: _. -- I --I W -t o W 4 o W 5 ' } 4 o W o W FCO-1 o W 6 o W 6 o W gip. mW_�6 o Vb 6"o W .6 o W .•.•,. __.-( ) T __ T /\ }nr 4 /3\ 5 �IIh; , -_ ._ II� „ I ......I. 1 u � !.; , . _._.... ��1 I ,o.m.�.....,._.. I = -i q , ry e „^ - �-a, N r'n:::::n_. : ..•:r^. a II -;' w , ., r ea� .I �- i III ^","dI tl „ " .„, ^ ^. I I - id � I ', � l I - ^.�-. 5, ill I 1 � '., -- -._ .c., li. fN�, IF , _ I , _ I ,�, ) M I ,� ', ,t ', �, u , � .� � .-._ 'd'.t, ,f I , Ili 7 .� „ M. " I .. Al s,:C+� I a I% s „ CAI IN / _' Icy ., � >✓ ,� r� � : � �.�' r��, I : ' � � � II I::_._ I - a -- w l P400 _ _r - _-- - - _.. -- -� I _ CI ' �^a�.-`f rEiI,.II''` L -- - 1.L.C''I rl..,LIN.y:aN..tl I �.s L„ggq..l,,I,,II,I,,"Jf.dl dlldda.l,.,.,.Ill..11l,all.. I,.,III. t s I.. ��--�a - � �w- � _ s �I _ 11':i - i. � III I I h II Ili!' Ilan I- . f I II'I I! d mil I�'',. - ' I ,I al'I'Il:.11lll Vq,.q l a4NtlIJ'gl II,;'I' El I'IIIIIId..lf.:: I'L,'I' , I El • r. .N IILI'II•'i!I;I"II IIII11 II..rIII h,I,.11IIrVI'IL.. I,.�I •..* I�I I,1 � 3 _..__= A — I `� .�^��❑ 8 -- it l.'�' II�j Ll F1 I J�j � ❑ I Ili I., I'�I � �- i — _ ��-._�`'-- n.l n LILU h — — - Cn t r,Nla i C, o o - {E)STORM PIPING r—(E)STORM PIPING...- _A2 OVERALL SANITARY PLAN P 1 00 1/8" = V-0" A T 3 4 5 1 6 1 7 `• E 10 11 12 GENERAL NOTES A. PER TABLE 704.1 IN NYS PLUMBING CODE: FOR ALL SANITARY PIPING - MINIMUM SLOPE BASED OFF PIPE SIZING: •CHITECT a. 1-1/4" TO 2-1/2": MIN. SLOPE OF 1/4" PER FOOT A b. 3" TO 6": MIN. SLOPE OF 1/8" PER FOOT B. PC TO VERIFY APPROPRIATE INVERT ELEVATIONS OF ALL MAIN SANITARY RUNS AND ALL SANITARY BRANCHES. PC TO NOTIFY Architecture ENGINEER ASAP OF ANY DISCREPENCIES. Planning C. PC TO AVOID COLUMN FOOTINGS AND COORDINATE WITH STRUCTURAL DRAWINGS Interior Design WHERE NECESSARY. 619 West State Street D. MAX DFU ALLOWED FOR FUTUR EXPANSI N iS Ithaca, New York 14850 _ 4 CE. ALL ROOF DRAIN PIPING TO BE RUN AT 1/8" PER 132 E. Jefferson Street Syracuse, New York 13202 FOOT SLOPE. a. PER 2021 IPC (TABLE 1106.2); AT 1/8" PER A ' p 607 273 7600 www.holl.com FOOT SLOPE: - MAX ALLOWABLE GPM FOR 4" HORIZONTAL PIPE: 115 GPM C MAX ALLOWABLE GPM FOR 4" VERTICAL PIPE: 180 GPM H MAX ALLOWABLE GPM FOR 3" C HORIZONTAL PIPE: 55 GPM • MAX ALLOWABLE GPM FOR 3" ' VERTICAL PIPE: 87 GPM , U a L, E �� o ° LLJ WuN� Ohl, N Q) Z +-I O KEY NOTES 1 W; Ln POC TO (E)6" SANITARY. PC TO FIELD VERIFY = 111 3 G 1 SIZE AND LOCATION. PC TO COORDINATE vi WITH CIVIL WHERE NECESSARY. W m 3 PC TO CONTINUE 4" SANITARY FOR FUTURE _ 0 Y w EXPANSION (MAX DFU ALLOWED FOR Wj a0 Z U. FUTURE EXPANSION IS 45 DFU) AND 2 PROVIDE CLEANOUT FUTURE USE. PC TO = w z M 2 COORDINATE WITH ARCHITECTURAL. PC TO VERIFY NO CONFLICTS OCCUR WITH H (9 m 00 1 SIDEWALK. _j Ln W 3 1-1/2" SANITARY & 1-1/2" VENT TO S-1. PC TO o Q a VERIFY WITH MANUFACTURER SPECS. 2"VENT THROUGH THE ROOF. PC TO VERIFY VENT PENETRATION MEETS ALL LOCAL CODE I 4 REQUIREMENTS. PC TO VERIFY VENT OPENING MAINTAINS 10' CLEARANCE FROM ANY MECHANICAL INTAKE. 3" VENT THROUGH THE ROOF. PC TO VERIFY VENT PENETRATION MEETS ALL LOCAL CODE 5 REQUIREMENTS. PC TO VERIFY VENT F OPENING MAINTAINS 10' CLEARANCE FROM ANY MECHANICAL INTAKE. 4" ROOF DRAIN PIPING UP THROUGH BATHROOM WALL TO CEILING AREA BELOW 6 ROOF - REFER TO P102 FOR ROOF DRAIN 3 PIPE ROUTING ABOVE CEILING. COORDINATE WITH ARCH. REVISION SCHEDULE PC TO PROVIDE NEW 4" STORM CONNECTION TO (E) STORM PIPING. 4" STORM PIPING IS NAME DATE DESIGNATED TO SERVE ROOF DRAINS, REFER TO PAGE P102 FOR ROOF DRAIN 2 2022-01-05 — 7 LOCATIONS. PC TO COORDINATE WITH CIVIL _ 3 2022-04-25 3 FOR EXACT LOCATION OF EXISTING STORM - PIPING. PC TO COORDINATE WITH I ARCHITECT AND STRUCTURAL DISCIPLINES TO AVOID CONFLICTS. _ Zj� 8 ALL ROOF DRAIN PIPING TO BE RUN AT 1/8" PER FOOT SLOPE. v E io in oW-5 VERT ELEVATION PER VIL DWGS: 1160.2, 0 11 12 D -� U - — � CM T 0 C/) 7� Z C .� C U cz ch V I � Q O U tz— U CO 5 CZ O Cz cc C)) i � M B > 7- UO �r T DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: MP OVERALL SANITARY PLAN A Pi 00 H G F EI C 0 A 2 S" — 3 E 0 I I E1 n � P401 A2 OVERALL DOMESTIC PLAN P 101 1 /8" = V-0" Al L•J 7 REFER TO FP DWG FOR CONTINUATION 8 10, - Q" I (E)=2 1/2"a C (E)— My irec - (E)6"0 4 10 ara:y I I I Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com H Cj aLn E o 0 W = N Z N LW r+ 0 040 KEY NOTES z § Y W § j)� (Inv PC TO PROVIDE NEW 3" DOMESTIC RISER z o O} 3 G CONNECTION WITH NEW 3" WATER METER AND NEW 3" BFP TO 6" SPRINKLER RISER. PC W co3: 3 I TO REFER TO FIRE PROTECTION DRAWINGS p Y w m I 1 FOR EXACT CONNECTION. PC TO FIELD W a zLn VERIFY SIZE AND LOCATION. PC TO M O COORDINATE WITH CIVIL WHERE O Q z NECESSARY. z N Q c6 PC TO CONTINUE 2" CW FOR FUTURE N o Co � 2 EXPANSION. PC TO COORDINATE WITH LU ARCHITECTURAL. Q a REFER TO DETAIL C2/P600 FOR MORE 3 INFORMATION ON BFP AND WATER METER. COORDINATE WITH FIRE PROTECTION AND CIVIL. PC TO PROVIDE WATER SHUT-OFF VALVE TO 4 HAND -WASH SINK AND TOILET OUTSIDE OF SPECIMEN TOILET. PC TO PROVIDE NEW 2-1/2" GAS CONNECTION. GAS WAS SIZED FOR 1780 MBH AT 505' OF FURTHEST RUN (INCLUDES F FUTURE TENANT EXPANSION). GAS SIZING (TABLE 402.4(4) IN 2020 FUEL GAS CODE OF NYS WAS USED FOR SIZING. PC TO PROVIDE NEW GAS CONNECTION WITH (2)NEW GAS METERS FOR TENANT SPACES - REFER TO KEYNOTES 6 & 7 FOR GAS SIZE REQUIRED REVISION SCHEDULE AFTER EACH METER BASED OFF MBH AND 4� 5 :LENGTH OF RUN. PC TO ALSO PROVIDE AN NAME DATE ADDITIONAL GAS METER (3 TOTAL) ON MANIFOLD FOR FUTURE TENANT EXPANSION. 1 2021-12-09 PC TO FIELD VERIFY LOCATION OF EXISTING CONNECTION AND VERIFY WITH CIVIL 4 2022-08-16 DRAWINGS IF NECESSARY. PC TO ASSUME 5 2022-08-26 ELEVATED PRESSURE (14" WATER COLUMN). PC TO NOTIFY ENGINEER ASAP FOR ANY DISCREPENCIES. AFTER GAS METER, PC TO RUN 2" GAS (1050 MBH TOTAL WITH APPROX. 237' TO FURTHEST GAS EQUIPMENT) STRAIGHT INTO BUILDING WITHIN CLOSET DESIGNED FOR E 6 GAS RISER. PC TO RUN 2" GAS UP STRAIGHT 4 UP THE CLOSET TO THE ROOF. ONCE GAS LINE REACHES THE ROOF, PC TO VERIFY ALL :GAS PIPING TO BE RUN ABOVE THE ROOF UNLESS NOTED OTHERWISE. AFTER GAS METER, PC TO RUN 1" GAS (220 MBH TOTAL WITH APPROX. 200' TO FURTHEST GAS EQUIPMENT) STRAIGHT INTO BUILDING WITHIN CLOSET DESIGNED FOR A447 GAS RISER. PC TO RUN 1" GAS UP STRAIGHT UP THE CLOSET TO THE ROOF. ONCE GAS LINE REACHES THE ROOF, PC TO VERIFY ALL GAS PIPING TO BE RUN ABOVE THE ROOF UNLESS NOTED OTHERWISE. PC TO RUN 1/2" CW TO EWS-1 (EYEWASH 8 STATION). PC TO VERIFY WITH MANUFACTURERE SPECIFICATIONS BEFORE INSTALLATION. � D PC TO RUN 1" GAS FROM ROOF DOWN TO 9 WH. VERIFY GAS CONNECTION SIZE WITH ■ MANUFACTURER SPECS. PC TO CONNECT TO (E) 6" CW. PC TO RUN NEW 6" CW UP CHASE AND PROVIDE NEW ■ 10 SHUT-OFF VALVE. PC TO RUN DOMESTIC PIPING ABOVE CEILING BEFORE ROUTING TO MECHANICAL ROOM. LID U o IRM H C chG�c�es co 6"- C/) a) z � C U_ .o CZ -0 � Q 0 _ CU cz - — U CM W � C� cz 0 C'7 B 0 >%r Cz U T 0 ,- DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: MP OVERALL DOMESTIC PLAN A Pi 01 2 3 51 5 1 6 7 H 0 i el 11 12 � 3 4 5 6 7 Q 1 2 I r CM 00 LO C r N I _ N CD N r 00 I I I I I G I I I I i I I I 1" G DOWN MECH 2" G DOWN MECH CLOSET. PC TO REFER CLOSET. PC TO REFER TO PAGE P101 FOR TO PAGE P101 FOR MORE INFORMATION. MORE INFORMATION. r ' 1" G DOWN TO WH. PC TO VERIFY EXACT LOCATION OF WH BEFORE RUNNING GAS. 44 220 MBH 0 '91050 MBH 185' (240') P N 25' (222') 150 MBH 125 MBH 0 25' 13' m RTU-3 T RTU-4 0 0 0 0 I I F -_ 110 MBH RTU-8 O m 235 MBH 385 MBH 110 MBH 495 MBH 675 MBH 800 MBH 022BO� � 42' �° M 10' (52') 17' (69') 6' N 12' (81') 131/210 G 17' (130') r 3/4"0 G , I 1 1 "o G , 1 1 /4"0 G, w 1 1 /4"o G,. 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A m DRAIN PIPING MUST CROSS BEAM LOCATION - TYPICAL. ...._...--.. _...... ---—.._... .... .... — - /e I. 3/4"o G 125 MBH \^\ \3/4"o G \95 125 MBH 125 MBH I I I o 3Tu-7 II / II I I RTU-6 OO 1 I 1 1 i CCU i i i 1 ° I i +oST 4o6i 1 cap +oar 4oST Gobi -----_►------------ �� - .4--------- ----- —► - �-� co I I I I I I I — - — — — — ——._.......-T— \ — - �— - — — — — ——._.............. .._ _....... ........ —t— - ............... -.-- _ _ __ ....._...... — -- - — ---- -- ........ --__ _ --k J M s — _ - I I A I I I I I I A2 PLUMBING ROOF PLAN P 102 1/8" = 1'-0" 11 A 12 GENERAL NOTES A. GAS PIPE SIZING IS BASED OFF TABLE 402.1(1) SCHEDULE 40 METALLIC PIPE IN 2020 FUEL GAS CODE OF NEW YORK STATE. IF INFORMATION • . ON SITE CONFLICTS WITH DRAWING INFORMATION, NOTIFY ENGINEER ASAP. B. ALL ROOF DRAIN PIPING TO BE RUN AT 1/8" PER FOOT SLOPE. a. PER 2021 IPC (TABLE 1106.2); AT 1/8" PER FOOT SLOPE: • MAX ALLOWABLE GPM FOR 4" Architecture HORIZONTAL PIPE: 115 GPM • MAX ALLOWABLE GPM FOR 4" Planning VERTICAL PIPE: 180 GPM • MAX ALLOWABLE GPM FOR 3" Interior Design HORIZONTAL PIPE: 55 GPM • MAX ALLOWABLE GPM FOR 3" 619 West State Street VERTICAL PIPE: 87 GPM Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 0! KEY NOTES U aLO E M F o a WUJINQ Ohl, Z N o Z Y W ZSo3 G 0Z) 3 W m 3 pYwcn LLJ < M O 0H}ch 3: Lu CY) N�Q06 H�m*i fAo_jLI) Uj o-1 Q a — F REVISION SCHEDULE NAME DATE 3 2022-04-25 — 4 2022-08-16 E D U o .— y� co r O c 7� Z CZ LzU_ .o C cz L Q U cz U � r � CCD 2 =3 CZ C O -J C)) i :3 M B p >r C CU C r r DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: MP PLUMBING ROOF PLAN "T m 1 2 K 5 X 7 E'� 10 11 12 P102 5 0- LO N N 0 N T G F 4 C 0 0 2 3 5 3" VENT THROUGH THE ROOF. PC TO VERIFY VENT PENETRATION MEETS ALL LOCAL CODE REQUIREMENTS PC TO VERIFY VENT OPENING r N MAINTAINS 10' CLEARANCE FROM II ANY MECHANICAL INTAKE. �S-1 2s � r ti e. T S-1 �k� > �1 S-1 ,, f I P I II N ,�, �� `CO-1 I I .� ��2 � J II �� S-1 �� �` �� r �:�'`�2� N II N FGO-1 p I �� 2 S-1 I.2�J !- vi 'I a or N @ Min°nou" T S-1 a ,� N N " II S-1 T N m N �,O' " o� II ON�12� T !� 3" VENT THROUGH THE ROOF. PC TO S-1 e N II 2;0 ' m VERIFY VENT PENETRATION MEETS =N ALL LOCAL CODE REQUIREMENTS. I �� I S 1 PC TO VERIFY VENT OPENING m 0 �i MAINTAINS 10' CLEARANCE FROM •� � ANY MECHANICAL INTAKE. > ,i0 m� r Jt r 0 M ��2 0 N r p II � ® �` i N N I v, S-1 r S-1 N S-1 p '� I � � W S-1 a J Jd > 2 0 m r r S-1 ,- M r 'l1 I 3" VENT THROUGH THE ROOF. PC TO S 1 �� 3 VERIFY VENT PENETRATION MEETS to $0 > J6 �^g �` > ALL LOCAL CODE REQUIREMENTS. J0 m cp cv PC TO VERIFY VENT OPENING N > N bill,s'? MAINTAINS 10' CLEARANCE FROM �� 112 T i = N II ` I I ANY MECHANICAL INTAKE. r °0� ' N T7 1 I N s-1 T L-1 T �2s r T 3 S-1 tk 0 3 II in, T1Cm 0 m ICq I N III r S-1r "�� "m�� II L-1 � �� FCO-1 n"')j "� 11'i 501 II FD-1 i 1 6 1 7 1 8 3" VENT THROUGH THE ROOF. PC TO VERIFY VENT PENETRATION MEETS ALL LOCAL CODE REQUIREMENTS. PC TO VERIFY VENT OPENING MAINTAINS 10' CLEARANCE FROM ANY MECHANICAL INTAKE. IB3 ENLARGED SANITARY RISER DIAGRAM (1) P200 POC TO (E)6" SANITARY. PC TO FIELD VERIFY SIZE AND LOCATION. PC TO COORDINATE WITH CIVIL WHERE NECESSARY. I I I> > N�e� m 0> 1 r N > 11 r� ° Ilk� II MS-1 II/ N WC-1 ch !e Fn-1 L-1 e �. S 11 12 Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com U Ln Cl) Uj O oM = LLJ N W -0 Na) Z_r-1 O 0 0 z C2 +z W � Z0 G W m 3 CYWM O Ln Q ~ %— M W Z M m � N o J Ln LU 0 Q a � pF NEW 5 A , N o * 4t. �tk r EXP: 07/24 0z "' F FD 0913 7.5 pROFESSIONP� REVISION SCHEDULE NAME DATE 2 2022-01-05 E D .� LO U � CM T O W Z Cz ., C V_ �0 cz -1--+ L � U _a cz — U CM 5W W G C 0 CIO rr- M B `V U�r T DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: MP ENLARGED SANITARY RISER DIAGRAMS (1) A P200 6 0 E 5 No 7 9 Wt 11 12 5 n N O O N N O N c� T 9 G F E I C IV 1 2 1 3 PC TO CONTINUE 4" SANITARY FOR FUTURE EXPANSION (MAX DFU ALLOWED FOR FUTURE EXPANSION IS 45 DFU) AND PROVIDE CLEANOUT FUTURE USE. PC TO COORDINATE WITH ARCHITECTURAL. PC TO VERIFY NO CONFLICTS OCCUR WITH SIDEWALK. 3" VENT THROUGH THE ROOF. PC TO VERIFY VENT PENETRATION MEETS ALL LOCAL CODE REQUIREMENTS. PC TO VERIFY VENT OPENING MAINTAINS 10' CLEARANCE FROM ANY MECHANICAL INTAKE. 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PC TO VERIFY VENT PENETRATION MEETS ALL LOCAL CODE REQUIREMENTS B3 ENLARGED SANITARY RISER DIAGRAM (2) P201 0 rA\ i rA\ i r� /-A /-A rA r� r 0 FCO-1 No 11 iv Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com aLn E F o 0 W 5 N LVV)N a Z_-4 o Z�1 W> G Z J p 3 05} 3 US W m 3:3 pLLI Y w m O Z r, O�}M NLUQ n I— c� Co°° cf)oJLn LLI Q a pF NEW S A . iy1,T� 0'p * 2 r EXr: 07/24 cc Z FD 091373 PROfESSIONP�. REVISION SCHEDULE NAME DATE 2 2022-01-05 E D LO U o CM - — T O V/ CD z V U �� cz � i � Q U cz CIO -0 o (1) G 0 Cz M B O^ C T U () T ,- DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: MP ENLARGED SANITARY RISER DIAGRAMS (2) A 1 2 3 5 0 7 0 9 10 11 12 P201 1 H Xf F C 0 2 D r r42 491 5 u 7 REFER TO DETAIL G8/P202 II ET-1 WH m U � @ M N 11 li FD-1 IL U 11 REFER TO DETAIL C2/P600 FOR MORE INFORMATION ON BFP AND WATER METER. COORDINATE WITH FIRE PROTECTION AND CIVIL. 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PC TO RUN NEW 6" CW UP CHASE AND PROVIDE NEW SHUT-OFF VALVE. PC TO RUN DOMESTIC PIPING ABOVE CEILING BEFORE ROUTING TO MECHANICAL ROOM. 12 Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com H V aLO ��o� W Z) N IIIV)N Z _ ,-I o O 0 s Z X W ZJ0 G 05}ro 3 W m 3: 3: Q Y w ro O z O�>_ =wzr'�n s oma-o J Ln Ul C)aa — � pl: NEW �P `o%p S A . 4, 0 Exr: 07/24 F Z FO 091311 PROFESSIOOa REVISION SCHEDULE NAME DATE E CD D .� 00 U o co ■ T z C CIO Cn i 0 Q U n U T a W O (z it C)) i =3 M B 0 > T UST T DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: MP ENLARGED DOMESTIC RISER DIAGRAMS (1) A 2 3 4 15 L 7 8 0 10 11 12 P202 IS H G F E C A U 2 TP4 ry • r / ff • r� v r = �IIIIIIII e I ii >j r � r/2g ,alum mlWu off\ r N II N I WC-1 L-1 b U FD-1 DF-1 1 3 1 4 1 5 1 6 •�P� /'� S-1 2�! r =U 61 G S-1 ,4v Ur �2 NIICV i� !'- S-1 PC TO CONTINUE 2" CW FOR FUTURE EXPANSION. 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I A Al ENLARGED SANITARY PLAN @ PATIENT TOILET P400 3/8" = V-0" 1 1 2 3 4 5 Lei 10i 'i �— 7 0 :. 4----- "o FCO-1 r f ., 4"o W 4� E7 ENLARGED SANITARY PLAN @ DRUG TOILET P400 3/8" = 1'-0" ..� . 6,,o W 4 _ I II �;. �, c �� mrau wu a ro-e�,ruww.. ,. wur�m mmlunreum lit ( , oW � 6 6 , 2 6 - lol o_ _ iux muuwuunmv 7 A7 ENLARGED SANITARY PLAN Qr ENTRANCE TOILETS P400 3/8" = V-0" E'3 .A 10 11 1 12 GENERAL NOTES Architecture Planning Interior Design 619 West State Street _ Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 -� p 607 273 7600 www.holt.com I � � H � 11 aLr) E o0 W�N� ZV) N (3) # KEY NOTES *-1 O w Q Y >�� 2" VENT THROUGH THE ROOF. PC TO VERIFY o G CD VENT PENETRATION MEETS ALL LOCAL CODE 1 REQUIREMENTS. PC TO VERIFY VENT W m 3: 3: OPENING MAINTAINS 10' CLEARANCE FROM p Y Lu ch ANY MECHANICAL INTAKE. W Q z � 3" VENT THROUGH THE ROOF. PC TO VERIFY O z VENT PENETRATION MEETS ALL LOCAL CODE = w M 2 REQUIREMENTS. PC TO VERIFY VENT OPENING MAINTAINS 10' CLEARANCE FROM N o m ANY MECHANICAL INTAKE. W o -' Ln 3 1-1/2" SANITARY & 1-1/2" VENT TO S-1. PC TO I VERIFY WITH MANUFACTURER SPECS. 4 - 1-1/2" SANITARY & 1-1/2" VENT TO S-2. PC TO VERIFY WITH MANUFACTURER SPECS. of N E rV 5 - - 1 1/2" SANITARY & 1 1/2 VENT TO SH-1. PC TO y a • HST VERIFY WITH MANUFACTURER SPECS. P `o�ps I 6 1 _ 1/4 SANITARY & 1-1/4 VENT TO L-1. PC TO ti � � yA f- VERIFY WITH MANUFACTURER SPECS. 7 1-1/2" SANITARY & 1-1/2" VENT TO FD-1. PC TO r Exr: 07/24 Ov VERIFY WITH MANUFACTURER SPECS. F $ 4" SANITARY & 2" VENT TO WC-1. PC TO VERIFY WITH MANUFACTURER SPECS. Fp 091373 AROFE 9 3" SANITARY & 1-1 /2" VENT TO MS-1. PC TO S S WON VERIFY WITH MANUFACTURER SPECS. 10 1-1/4" SANITARY & 1-1/4" VENT TO DF-1. PC TO VERIFY WITH MANUFACTURER SPECS. REVISION SCHEDULE NAME I DATE 12 E D m U � co -- T O ' A W - CZ �_ � C U �C-) c� (c i � Q U C — V CY T CZ O cz i Co B O � C T U�r T DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: MP ENLARGED SANITARY PLANS P400 U!IIIIIIIIIIIIIII P5 LO CM c0 LO O T CV I N O N T 00 G F E C 0 0 1 FP 3 5 - --- - - = - --- -- - -- r T I _. _L.. -- ., „ w ,-,-.��,...,...� ..,, �, ,u..,,.:t. a .� M: ' : "; -. p w, ».. "..�, M �.„.;'rm„ „ ;.,.,,.,'�;,q ,:,' ,�. �, •, "„.. .,�,., .,,�„ m ..—u,„, . �„ urvw,m,�.cwm nim,e:vmrcewaw. �,,xa m .gym„. a rwrwmmwa sm M. m �m .wwww , d� �" I I , II 1 3/4" o H W I I I �3/4"o CW SH-1 I T �' ',', I �; I•'I",.,I'd'llll•III i;;l'llll;ll'1' I (` I I S; 2 I°i� •I rl,l.. l.. Il:la��n::.,la l•I: _ --�� , j I I I I I I 1 I I I I m m .1/2"oCW- ILL �� I 2 I I I I I I) I I e - I I I WIC1 I I _ 'I I I I I I r I I I L �• I I U m _ _ -- _ ..— . �mmw��, ....�m� ,mm .�..�.��®�,��;��,��, � , ��.��� ,,. , e �,w.s.,�,::. �.�...,a ,.,-_,�a �� rc,�� ,�,� , .,�.� _ ._—._.. _ , ar. � .• � M..�� d—.�„� �,mw„a, „�, 3 T M 2"o CW= _ 2"o CW= 1i,,11 a l 1 Mnudiiiiidiumiamiii.11i m ii,nuou.ndd.u„„m,,i,,,auii,ml , LLII„ mmio,sls� udodilidm6imolddill,u.�,is,,, �m�„miu,=s�ou�minuiuulmdl�lii�I= �Ii6dluulom,uuilumVuuh�lYl0.,nislli �u6 Ili uls�id,..i.ili� =sil I�,��Iulmrciiis i Iim., I i,ii I ,liu�isu ii� ddi dii ss Ss �lu��� i au sib i ss�ss�ss�ss�sss�1"o HWes�ss ss�ss ss�ssssssl"o HW=ss�ss�sss El ENLARGED DOMESTIC PLAN @ STAFF AREA P401 3/8" = V-0" II Il 1 1/4"o CW = _ = 1 1/4"o CW -1"1/2"o HW -- -- 1/2"o HW--i-oll II U 3/ 1 ulsl 111 9uuuu lulumunuulmuuuuunu auluuuu I�uuuulluu�u�uuulul�nuul�nuunuo� oul�o illMlo 1Ilu�u�m�n S 1 s s s Its �uu N uul�uuuu 4 0 8 W Rsuuuuwuuuul on 3 I r �U:. _ -- _ T-Ln WC-1 i _ I DF-1 J rl4:rl.l.. - 1 /2"o Cw =�I I T' O llt L-1 ---- Al ENLARGED DOMESTIC PLAN @ PATIENT TOILET P401 3/8" = V-0" 6 1 7 1 8 9 10 4 1" GAS UP TO ROOF LEVEL. 2" GAS UP TO ROOF LEVEL. REFER TO PAGE P101 FOR REFER TO PAGE P101 FOR MORE INFORMATION. II I I MORE INFORMATION. I I C7 � I T - — ----- N rv.�.....�mw.a��. w� L.�.,_.�--.—..._...,.....-.... ...._,...,.._ ...... ... ,.,.,.,.m-r .,wm,,,��„� ....... _.. . - MS-1 Ili;4:: 1 I 1/2"o HW,,, - �uun I I. -- - 3 , fW l IIllrr ,rrl�;u:: — 1 i = d IiI iv � T - - - T — cc • I . W,u 1R uivumuwmWrcxmrcarmoui in I uuo uuu�. , umiuuGi a ai iumi mm umiiiii uuu iiiii uumm mi uuuuioiim ii a„uumi uum ii r..a i io i„uuuuu m oa�»^:+r , u�rrrc umwi mu irri u'�oaiuumi iiaumiouum oiuuum uiumuuu uuum oo ummuuo , _ I .... uIII ., 1 /2"o HW -.. 1 1/4"o CW= °' I - - �I - 1 1/4 o CW - y'1 - U r 2 U r i m I I I / .. -., c m, -,,� ,IIII _ i4 cO J = =1 1/2"o CW �I ------- . _ WC-1 •. � i,rcdu a .�nwon u„im :. .. d+i wuuu iliYlWo d,u„�wioi u psi iuuimmun�ll�duuii� s♦is=lulnluu��i��Iisi I i 1 HWR 1/2 o HWR ` fd � \ _ ssss�ss��1"o HWsss�ss U N9 :allll""';JIII',91I'd 6"o CW _— -- "rvm s�m�smw m diu'iji ......um—.-..�e..a_-v�r , ,I I I ill 10 E7 ENLARGED DOMESTIC PLAN @ DRUG TOILET P401 3/8" = V-0" A =1 1/2"o CW = _ = 1 1/2"o CW== �i _ _ _ ==1 1/2"o CW �^ 1 "o HW R� fi� uimiuuuum�i,numn� d�,�„ ul�u i = Iui�lmiYuumummuuuudduuuuuuuuuu s s Imuumuumluuumudlmurc6luumuuuuln s s IM BUQlllf a 1��86u1�6�,f,'J��;° �uof" °�118� �fW�NV 1 "o HWR = , �.. ss�ss�ssssi"o HWsai�ss�ss�sss ss�ss�i"o HW�ssss;• i r 4 ----77 T F*3 �C) WC-1 I 2 `-1/2"o CW— �I _ � I P r T 1 Fill II II'I I NIT 11 f lfll �N'�' p;A, �1( I IiIII IfL 1ILaI' A7 ENLARGED DOMESTIC PLAN @ ENTRANCE TOILETS P401 3/8" = V-0" 11 12 GENERAL NOTES Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 2-111111111111111 r—i C �; o y OhlaLn W=N_0 � .,z o KEY NOTES °g Y W � 1 1/2" CW/HW TO L-1. PC TO VERIFY WITH z j U 3 G V5 0 } 3 MANUFACTURER SPECS. PC TO PROVIDE 1/2" CW LINE TO FD-1. PC TO W °o 3 2 PROVIDE TRAP PRIMER AND INSTALL WITH G Y w M 1/2" CW. LLJoz^ 3 1-1/4" CW TO WC-1. PC TO VERIFY WITH O > MANUFACTURER SPECS. = z w n 4 1/2" CW/HW TO S-1. PC TO VERIFY WITH ` Q o0 m MANUFACTURER SPECS. N o U) 5 1/2" CW/HW TO S-2. PC TO VERIFY WITH W 0 Q a MANUFACTURER SPECS. 6 3/4" CW/HW TO SH-1. PC TO VERIFY WITH MANUFACTURER SPECS. 7 1/2" CW/HW TO MS-1. PC TO VERIFY WITH MANUFACTURER SPECS. 8 1/2" CW TO DF-1. PC TO VERIFY WITH MANUFACTURER SPECS. PC TO PROVIDE WATER SHUT-OFF VALVE TO 9 HAND -WASH SINK AND TOILET OUTSIDE OF F SPECIMEN TOILET. P TO CONNECT TO " W. PC TO RUN C C C 6 C NEW 6" CW UP CHASE AND PROVIDE NEW 10 SHUT-OFF VALVE. PC TO RUN DOMESTIC PIPING ABOVE CEILING BEFORE ROUTING TO MECHANICAL ROOM. REVISION SCHEDULE NAME DATE 1 2021-12-09 4 2022-08-16 E 0) D m I � � CU o co -- y�� T 0 c� W Z CZ `_v IIIN C ■ L � Q U — U_ r 7 75 CIO 0 CIO i 0) =3 co B o>%T C CU c) T ,— DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: MP ENLARGED DOMESTIC PLANS A P401 1 E K, 51 5 7 9 10 11 12 i I, i M T T CV I N O N C0 N 00 I>< G F E C0 11 U 1 2 1 3 1 .4 1 5 1 6 1 7 PLUMBING PUMP SCHEDULE MARK LOCATION TYPE MANUFACTURER MODEL FLOW CONN. SIZE HEAD HP ELECTRICAL DATA NOTES (FEET) VOLTAGE PHASE FREQUENCY CURRENT PP-1 STORAGE ROOM IN -LINE CIRCULATOR TACO 2400-20S-3P / 110-254SF 15 GPM 1 1/2" 20' - 0" 1/6 230 V 1 60 Hz 1.00 A 1,2 NOTES: 1. PC TO COORDINATE CIRCULATING PUMP INSTALLATION SO THAT THE SYSTEM IS NOT OVER -PRESSURIZED. 2. PC TO BE MODEL TO BE STAINLESS STEEL. 5 EXPANSION TANK SCHEDULE SYSTEM CAPACITY CHARGING MAX WORKING SHELL SIZE MARK MANUFACTURER MODEL TYPE CONNECTION SIZE (GALLONS) PRESSURE PRESSURE DIAMETER HEIGHT WEIGHT (Ibs) NOTES (PSIG) (PSIG) ET-1 AMTROL ST-12C-DD FIXED BLADDER 3/4" 6.4 60 (F.V.) 150 1211 1811 17 1 THERMAL EXPANSION NOTES: 1. SET PRE -CHARGE OF EXPANSION TANK TO EQUAL INCOMING WATER PRESSURE PRIOR TO INSTALLATION. PLUMBING FIXTURE SCHEDULE MARK QUANITY FIXTURE DESCRIPTION DF-1 3 DRINKING FOUNTAIN DRINKING FOUNTAIN: ELKAY MODEL LZSTLG8WSLK, ELKAY EZH2O BOTTLE FILLING STATION & VERSATILE BI-LEVEL ADA COOLER HIGH EFFICIENCY FILTERED REFRIGERATED LIGHT GRAY. EWS-1 1 EYEWASH STATION: WATERSAVER MODEL EW 1022 FCO-1 17 FLOOR CLEANOUT FLOOR CLEANOUT: ZURN No. ZS-1400-K, ADJUSTABLE TO FLOOR CLEANOUT, CAST IRON BODY, ABS TAPERED PLUG, ROUND SCORIATED SECURED STAINLESS STEEL TOP. FD-1 12 FLOOR DRAIN FLOOR DRAIN: CAST IRON w/ STAINLESS STEEL GRATE AND TRAP PRIMER CONNECTION. ZURN No. Z415-SS-TP LAVATORY: WALL HUNG, ADA COMPLIANT, VITREOUS CHINA AMERICAN STANDARD NO. 0355.012 20"x18", 4" CENTERS w/ L-1 11 LAVATORY FLOOR MOUNTED w/ CONCEALED ARM CARRIER, OFF -SET WASTE, INSULATE SUPPLIES @ WASTE PIPING w/ TRUE BRO INSULATION KIT, LAVATORY FAUCET: MOEN 8430; 0.5 GPM TEMPERATURE LIMIT STOP, STRAINER, GRID DRAIN. MS-1 2 MOP SINK MOP SINK BASIN: ZURN MODEL Z1996-24-HH-MG-BS NWS. MOP SINK FAUCET: CHICAGO FAUCET 91 1-IS369CP. HIGH -LOW RECIRCULATING STATION: PR ASSEMBLED SYSTEM BRADLEY MODEL No. NRS-13-S59-3130, THERMOSTATIC MIXING MV-1 1 MIXING VALVE VALVE HI-LO, LIQUID FILLED THERMOSTAT, ASSE 1017, FACTORY ASSEMBLED AND TESTED. NO LEAD. SET POINT 110 DEG. F 26 GPM AT PSI LOSS. INLET/OUTLET SHUT OFF VALVES, PRESSURE/ TEMPERATURE GAUGES, CIRCUIT SETTER BALANCING VALVE. S-1 49 EXAM ROOM SINK EXAM ROOM SINK: CORIAN ELEMENTS MODEL 5610. EXAM ROOM SINK FAUCET: ZURN MODEL Z831 C4-XL. S-2 1 BREAK ROOM SINK BREAK ROOM SINK: CORIAN ELEMENTS MODEL 5610. BREAK ROOM SINK FAUCET: ZURN MODEL Z831 C4-XL. SH-1 1 SHOWER SHOWER BASIN: AQUA BATH CO. MODEL C6536BF-OT-FUS 75 INCH. SHOWER FAUCET: KOHLER MODEL K-72419. TRAP PRIMER: RUN WATER LINE TO ADJACENT FLOOR DRAIN. PRECISION PLUMBING PRODUCTS No. OREGON No. 1 w/ TP 12 TRAP PRIMER DISTRIBUTION UNIT. RUN PRIMER LINE TO ADJACENT FLOOR DRAIN. ALTERNATE IF APPROVED BY AUTHORITY HAVING JURISDICTION: SURE SEAL MF. CO., IAPMO LISTED C-416. WC-1 19 WATER CLOSET WATER CLOSET: FLOOR -MOUNTED, FLUSH VALVE. ZURN MODEL Z5646-BWL. PC TO VERIFY TOILET CAN HOLD A MINIMUM OF 400 POUNDS. WH 1 BRADFORD WHITE NATURAL GAS WATER HEATER: MODEL EF-100T-150E-3N(A) COMMERCIAL EF SERIES ULTRA HIGH EFFICIENCY GAS WATER HEATER GAS WATER HEATER. PC TO VERIFY IT IS ENERGY STAR RATED. NOTES: 1. ALL PLUMBING FIXTURES ARE TO BE APPROVED BY ARCHITECT AND OWNER PRIOR TO ORDERING. PC TO PROVIDE SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. 3" OMNI+ C2 WATER METER W/ ELECTRONIC REGISTER HEAD READING IN GALLONS 3" BACKFLOW PREVENTER 3" GATE VALVE DOUBLE CHECK VALVE. WATTS 709. 6"x6"xC TEE NOTE: ALL PIPING, FITTINGS, ETC, UPSTREAM OF METER x SHALL BE DIP, COPPER Q OR BRASS. O z 0 M TO DOMESTIC WATER SYSTEM U 3" -- ti 71 + - 6" 4" 3" DRAINAGE PLUG (TYP.) ADD PRESSURE RFF)I VAI VF (E) 6" s C2 WATER DETAIL DIAGRAM P600 11/2' "0" MINIMUM FIXTURE - CW ♦ H%AA TOTAL TOTAL APPLIANCES, APPURTENANCES, OR FIXTURES BRANCH PIPE SIZE PRIVATE PUBLIC ASSEMBLY a OF FIXTURES CW FS - HW FS REDUCTION CW HW (INCHES) (75%EA,) WSFU WSFU Bathub or Combination Bath/Shower 1/2 4.0 4.0 - - - - 3/4' Bathtub Fill Valve 3/4 10.0 10.0 Bidet 1/2 1.0 Clothes Washer 1/2 4.0 4.0 IDental Unit 1/2 1.0 Dishwasher 1/2 1.5 1.5 Drinking Fountain or Water Cooler 1/2 O.S O.S 0.8 '1.0 0.5 O.S Hose Bibb 1/2 2.5 2.5 - - - - - - Hose Bibb, each additional 1/2 1.0 1.0 Lavatory 1/2 1.0 1.0 1.0 ;1.0 11.0 11.0 11..0 11.0 Lawn Spnnkler, each head I 1.0 1.0 Mobile Home, each 12.0 ISinks 1 Igor 1 1/2 10 2.0 I I (Clinical Faucet 1 112 3.0 - I 49.0 1 147.01 147.0 220.51 110.3 110.3 Clinical Flushometer Valve with or without faucet I 1 8.0 ( - 1 • I - . I Kitchen, domestic 1 1/2 1.S Is I - 1.01 1s I 1.51 2.3 1 1.1 - 1.1 1 Laundry I 2/2 1.5 ].5 1 1 - - I - I - I Service of Mop Basin I 1/2 1.5 3.0 1 1 2.0 I 6.0 I 6.0 1 9.0 1 4.5 4.5 1 Washup, each set of Faucets I 1/2 2.0 l 1 . I . I - - IShower per head I 112 2.0 2.0 - 1.01 2.01 2.01 3.0 1..5 1.5 Urinal, 1.0GPF Flushometer Valve 3/4 3.0 4.0 5.0 I - Urinal, greater than 1.OGPF Flushometer Valve 314 4.0 5.0 ( 6.0 1 (Urinal, Flush Tank 1/2 2.0 2.0 I 3.0 I I I IWash Fountain, circular spray ( 3/4 4-0 I I I I Water Closet, 1.6 GPF Gravity Tank I 1/2 2.5 2.5 3.5 I I I 1 Water Closet, F Flushometer T nk a set,16GPa 1'2 2.5 2.5 3.5 i Water Closet, 1.6 GPF Flushometer Valve ( 1 S-0 S.0 9.0 ' :1!7' SS.O I SS.O I Water Closet, greater than 1.6 GPF Gravity Tank I 1/2 3.0 5.5 ' 7.0 Water Closet, greater than 1.6 GPF Flushometer Valve I 1 7,0 3.0 1 10.0 I I I I TOTAL WSFU( 223.01 ITOTAL WSFU 1 183.911 128.41 A2 WATER SUPPLY FIXTURE UNIT (WSFU) TABLE P600 3/4" = V-0" FLOOR Main Water Service Sire: WSFU GPM (In{hides Future Lxparlsion) Fnctian loss per 100' psi to head (ftI constant. Static Head Lk US Highest Fixture above pump HS: 4 .1 2,31 Friction Head IHF1 Actual System Length Total Developed Length 1.2S x 27S HF: 344 ,/ 100 x 2 Residual Head (HRI HR: Discharge Pressure 1,73 psi + 6.9 psi t Building Inlet Pressure 81: Booster Required Pressure 33.6 psi - 60 psi 3 in w 7.3 _ Zl Rpm A103,1 12) 2 psi IA105.1(1) 2,31 d ft 1,73 psi �;rtl ft 344 ft 6.9 psi 25 psi 25 psi = 33.6 psi (.10 psi .26.4 psi Booster NOT Required MINIMUM FIXTURE l APPLIANCES, APPURTENANCES, OR FIXTURES BRANCH PIPF S17F PRIVATE PUBLIC ASSFMRLY a OF FIXTURES TOTAL DFU j (INCHES) Bathub or Combination Bath/Shower 7 1/2 2.0 2.0 Bidet 1 1/4 10 (Bidet 1 1/2 2.0 - - Clothes Washer, domestic, standpipe 2 3.0 3.0 1.0 IDental Unit, cuspidor I 1 1/4 1.0 1..0 Dishwasher, domestic• with independent drain ( 1 1/2 2.0 2.0 2.0 Drinking Fountain or Water Cooler I 1 114 O.S 0.5 1.0 1.0 O.S (Food Waste Disposer, crxnmercial I 2 3.0 3.0 ( - (Floor Drain, emergency 2 0.0 0.0 Floor Drain, (for additional sizes see Section 702.0) 2 2.0 2.0 I 2.0 10.9 I 20.0 Shower, single -head trap I 2 2.0 2.0 I 2.0 I l.11 I 2.0 Mulit-head, each additional I 2 1.0 1.0 I 1.0 I I (Lavatory I 1 1/ 4 1-O 1.0 I 1.0 I 17 ll I 11.0 ILavatoiiesin sets I 1 1,r2 2.0 2.0 I 2.0 I+ IWasnfountain I I 1I 1112 - 2.0 2.0 2 - 3.0 I 3.0 1 I - %Mobile 1iWashfountain Home or Manufactured Home, Trap I I 11 3 6.0 ;Receptor, indirect waste I I I 1 112 Receptor, indirect waste I I 2 Receptor, indirect waste Sinks I I .Bar I 1112 10 I 1 .Bar - I 1 1/2 - 2.0 2.0 I - Chn(cal I I 3 - 6.0 6.0 - iCommercial with food waste I 1 I 11,r2 3.0 'Exam Room 1 1/2 - 1.0 ' S9.O I 49.0 Special Purpose f i (III ] 1/2 2.0 3.0 ( 3.0 I Special purpose I 2 1 3-0 1 4.0 I 4.0 I 1 ;Special Purpose I 3 1 1 6.0 1 6.0 1 -Kitchen, Domestic (with ur without lnod wa-ue r1mr ser, or tx lh( ' 1 1,r2 I 2.0 2.0 - I 1.0 2.0 Laundry (with or without discharge from a clothes washer) I 1 112 I 2.0 I 2.0 2.0 Service or Mop Basin 2 I - I 3.0 310 I 2 ;1 I 6,0 Service or Map Basin I 3 I j I 3.0 I 3.0 Service, flushing rim I 3 I 1 6.0 I 6.0 Wash, each set of Faucets I 2.0 2.0 I - Urinal, integral trap 1.OGPF 2 I 2.0 I 2.0 5.0 Urinal, integral trap greater than 1.0GPF 2 I 2.0 I 2.0 I 6.0 _Urinal, Exposed Trap 1 112 I 2-0 I 2.0 I 5.0 - -Water Closet, 1.6 GPF Gravity Tank 3 I 3.0 I 4.0 I 6.0 - Water Closet, 1.6 GPF Flushometer Tank 3 3.0 I 4.0 I 6.0 - Water Closet, 1.6 GPF Flushometer Valve 1 3 3.0 1 4,0 6.0 '11.0 1 44.0 Water Ciosel, greater than 1.6 GPF Gravity Tank 3 I 4.0 6.0 1 � 8.0 - Water Closet, greater than 1.6 GPF Flushometer Valve � 3 I 4.0 6.0 ( 8.0 1 1 1 1 1 I ITOTAL 1 134.5 A4 DRAINAGE FIXTURE UNITS (_DFU) TABLE P 6 0 0 3/4" = V-0" 9 10 11 I PLUMBING MATERIALS SPECIFICATIONS o y* to Z T o Y (n 0 06 m IY m W W W U U Q c) ZCc W W W Z 06 °� � F- F- CE F-F- 0 W CCU) 0 a z O W c7 C'3 0 > in 0 0 10 LL E co co J w w w w w 0 o w o O TYPE OF MATERIAL SIZE v�i C=n U) U)0 m m m m U) ICAST IRON SOIL PIPE & FITTINGS ASTM A74: 2"-15" DIA. (CAULKED JOINTS W/ LEAD & OAKUM FS QQ-C-40 X X X X X PUSH -ON JOINTS W/ ASTM C564 GASKETS ! X X GALV. STEEL PIPE ASTM A53 & DRAINAGE I I FITTINGS: (CUT -GROOVED COUPLINGS & FITTINGS 2"-24" DIA. X 1 (THREADED CAST IRON ASTM B16.12 1.5"-2.5" DIA. X X 1 � 1 (COPPER PIPE HARD DRAWN TYPE M ASTM B88 W/: 1 1 CAST ASTM B16.23 OR W ROT ASTM B16.29 (COPPER SOLDER JOINT DRAINAGE FITTINGS 1.5"-2.5" DIA. ! X j X VITRIFIED CLAY PIPE W/ COMPRESSION JOINTS 6"-24" DIA. X ASTM C425 & FITTINGS ASTM C700 (REINFORCED CONCRETE PIPE ASTM C76 W/: j I RUBBER GASKET JOINTS ASTM C443 30" 54" DIA. i j X I (DUCTILE IRON PIPE & FITTINGS AWWA C151: (CEMENT LINED AWWA A21.4 W/ PUSH -ON OR MECHANICAL JOINTS AWWA A21.11 3"-24" DIA. X X (GALV. STEEL PIPE ASTM A53 SCH,40 W/ GALV. 125#: i ITHREADED MALLEABLE IRON FITTINGS ANSI B16.3 1.5"-2.5" DIA. X FLANGED CAST IRON FITTINGS ANSI B16.1 3"-12" DIA. X (COPPER PIPE HARD DRAWN TYPE L ASTM B88 W/: ICAST ASTM B16.18 OR WROT ASTM B16.22 ICOPPER SOLDER JOINT PRESSURE FITTINGS 1.5"-2.5" DIA. X (ROLL -GROOVED COPPER FITTINGS & COPPER PLATED DUCTILE IRON COUPLINGS 3"-6" DIA. X IT -DRILL EXTRUDED CONNECTIONS 1.5"-6" DIA. X (GALV. STEEL PIPE ASTM A53 SCH.40 W/ GALV. 250#: ITHREADED MALLEABLE IRON FITTINGS ANSI B16.3 1.5"-2.5" DIA. X FLANGED CAST IRON FITTINGS ANSI B16.1 3"-12" DIA. X 1 RFORATED VITRIFIED CLAY PIPE & FITTINGS 4"-8" DIA. X ATM C700 I PVC. ASTM D-1784-81, TYPE 1: 2"-8" DIA. X X X X FITTINGS, ASTM D-2466 2"-8" DIA. X X X X (PVC CEMENT, ASTM D-2564, SCHEDULE 40 2"-8" DIA. X X X X WATER -HAMMER ARRESTOR(WHA) SCHEDULE DESIGN CRITERIA SMITH/WADE MANUFACTURERS ZURN MANUFACTUER PD - RATING SMITH NO. WADE NO. SMITH/WADE ZURN NO. ZURN PIPE PD- RATING FIXTURE UNIT(S) PIPE SIZE (IN.) SIZE (IN.) A 5005 W-5 3/4 Z-1700-100 3/4 A 1-11 B 5010 W-10 1 Z-1700-200 3/4 B 12-32 C 5020 W-20 1 Z-1700-300 1 C 33-60 D 5030 W-50 1 Z-1700-400 1 D 61-113 E 5040 W-75 1 Z-1700-500 1 E 114-154 F 5050 W-100 1 Z-1700-600 1 F 155-330 NOTES: 1. STAINLESS STEEL BELOWS PRECHARGED WITH NITROGEN, STAINLESS STEEL CASING MNPT. -100 DEG. F. TO 300 DEG. F. TEMPERATURE RANGE, 250 PSIG MAXIMUM WORKING PRESSURE. MAY EXTEND �M AS A WASTE �f l OR VENT WALL WALLCOVER & SCREW PLUGGED TEE w/ CLEANOUT FINISH FLOOR I F' CAST IRON 1/8" BEND NOTE: VERIFY WALL CONSTRUCTION (DOUBLE STUD OR SINGLE STUD) BEFORE USING DETAIL, MODIFY AS NECESSARY C9 WALL CLEANOUT DETAIL P600 3/4" = 1'-0" 12 CLEAN OUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH w/ TOP OF FINISH FLOOR FLOOR „ .. -a BALANCE OF CAST IRON PIPING SAME AS 1/8 BEND CLEANOUT TO GRADE I 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE C11 FLOOR CLEANOUT DETAIL P600 3/4" = V-0" r s 1 f WALL WALL VENT i FLUSH e PIPE VALVE CW II j PPE I' VENT PIPE TOP VIEW j HW CW _ j FINISH COUNTER _ / FLOOR 4+ s ( PRESSURE ' I TRAP j SANITARY ^ WASTE 4 j FINISH PIPE = PIPE FLOOR FRONT VIEW ELEVATION VIEW WATER CLOSET w/ FLUSH VALUE (WC) A9 TYPICAL LAVATORY DETAIL Al 1 WATER CLOSET DETAIL P600 3/4" = V-0" P600 3/4" = V-0" Architecture Planning Interior Design 619 West State Street Ithaca, New York 14850 132 E. Jefferson Street Syracuse, New York 13202 p 607 273 7600 www.holt.com 1A 1M aU-) o c°� W Z) N Ohl, WAN Z-1-4 0 ZoCY CIA W � zLuoG W m } C Y LU M 10M O z 0 Q z ,-I f-(7mo�o NOLn � _Iaa REVISION SCHEDULE NAME DATE 5 2022-08-2( F E D .� 70 - a) U o - - C10 O� W Z - CZ �_ �0 C U_ CZ ■ V V / }I L Q U - U_ T 0n, n' W SW L CZ c'o 0 C3) cc i =3 M B 0 >% CZ r U()r T DATE: 11.17.2021 PROJECT: 21070432 OTHER: DRAWN BY: MP PLUMBING SCHEDULES & DETAILS A P600 1 5 1 6 1 7 1 8 9 1 10 I 11 1 12 SITE DEVELOPMENT PLANS for 1113 TOMPKINS STREET (NYS ROUT.= 13) -OWN O = CO-R-LA DV ! COPYRIGHT© 2021 MARATHON ENGINEERING SITUATE IN: - CO �- _A D COU -Y - STAT = 0 = =W YO R K LOCATION MAP N.T.S. 4"1" ENGINEERING ROCHESTER LOCATION 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7- 2 4 1- 2 9 1 7 www.marathoneng.com � LIST OF DRAWINGS � N0. DWG. N0. DESCRIPTION COVER SHEET - - TOPOGRAPHIC MAP 1 C-1.0 DEMOLITION PLAN 2 C-2.0 SITE PLAN (PHASE 1) 3 C-2.1 SITE PLAN (PHASE 2) 4 C-3.0 GRADING DRAINAGE & EROSION CONTROL PLAN 5 C-4.0 UTILITY PLAN 5 C-5.0 LIGHTING & LANDSCAPING PLAN 7 C-6.0 DETAIL SHEET (1 OF 4) 8 C-6.1 DETAIL SHEET (2 OF 4) � 9 C-6.2 DETAIL SHEET (3 OF 4) 10 C-6.3 DETAIL SHEET (4 OF 4) 11 C-7.0 TRUCK TURN PLAN 12 C-8.0 DRIVEWAY IMPROVEMENT PLAN 13 C-8.1 DRIVEWAY DETAILS (1 OF 2) 14 C-8.2 DRIVEWAY DETAILS (2 OF 2) � J DESIGNER CONTACT STATEMENT MARATHON ENGINEERING IS RESPONSIBLE FOR THE DESIGN OF THIS PROJECT. ADAM M. FISHEL, PE, CPESC IS THE DESIGNER AND IS FAMILIAR WITH NYSDOT STANDARDS AND REQUIREMENTS AND SHALL BE CONTACTED AT 607-241-2917 TO RESOLVE ISSUES OR PROBLEMS DURING CONSTRUCTION. ALL REVISIONS, INCLUDING REVISIONS NECESSARY DUE TO FIELD CONDITIONS, SHALL BE APPROVED BY THE NYSDOT. 0 4 � � i NOTE: c.� �T b `10& 0 TOPOGRAPHIC SURVEY MAP N LANDS OF N FIRST NATIONAL BANK OF DRYDEN PART OF MILITARY LOT NO. 74 TOWN OF CORTLANDVILLE - COUNTY OF CORTLANn STATE OF NEW YORK TAX MAP NO. 96.05-1-19 REFERENCE DEED; INSTRUMENT NO. 2015-03505 PIPE FOUND 0.7' \ 1x / WEST OF CORNER ,:�' � `\ � k no 01 NORTH END OF 6' HIGH BOARD FENCE / 0.4' OVER LINE CID rc. R r* Vc R & ALICE P. BARNED \ pipE L 456/P. 347 PIN /�-�� \ \ •� IyG �`�' / ,�•� � f � � \ `, '/ � , IIyJ BRUSHY WOAD �0 , / PIN & / CAP EDWARD LEO FINSTRWALDER / HNSTRUMENT NO.V 2010-06649 41 4 / Icb,� / . IPIN & CAP / VICTOR L & MARSHA A. HAVRAN GRAVEL/ 1` I R.O.- UNSTRUMENT NO. 2010-01887 /� / O m / �%♦ / 1164 — _ — - -- -- 91.5' �/7777777777777/— �/ ; 1' \ PIPE c� j i JAMES A. JANKE -R.O.- ENSTRUMENT NO. 2003-2709 % DOOR PIN & � m `I / SOUTH CAP i` ♦ , / 1165E1'� },// \ , I l( /l♦ I'' IIacS LIMA NATALE \ / o w - R.O. - L 543/P.182 (2ND PARCEL) I I / �: NORTH DOOR i I 12.8, � } � I 1 r IF777 }r•, w J_ j 1 STORY BUILDING ROUTE 111313 E I f \ / G. �} i } "FORMER WILLCOX TIRE" % { z i tkN_ - -- -- -- -- �FFF \ E I / <v 2 DIA. 1 1 j� AMERY A. TUTINO, JR. FAMILY TRUST / DROP {} I } F J / �►j ]INSTRUMENT N0. 1050837-001 / INLET a I� I OVERHEAD DOO wI ,:,; w / i a % F.F.E. 1166.1' t _, 1 / FRONT DOOR - - _ 13 to / F.F.E. ql 4 iq 1169.5' w� I � I - I 60.5 PORCH 1166 — } j ------------------- EDGE OF PAVEMENT I } PAVED PARKING LOT �� i e` ` co m R. BORRA PROPERTIES, LLC } i I -R.O.- i I i INSTRUMENT NO. 2011-05617 % I 11&5 I } ; ✓ , T. B. M. = ELEV.: 1167.1' / I REFERENCE MAP: 1 _ RR SPIKE E-Z CAR WASH "LANDS OF ROBERT C. SAN JULE & MARIA SAN JULE..." } / t - iv SET SOUTH SIDE / MADE BY GARY BRUCE DAVISON, L.S. / J ! 1 � / m UTILITY POLE DATED AUG. 23, 2011 1167 I I II EDGE OF PAVEMENT 1 ------------------- I O\ U A --- - p 10" DIA. I �` REFERENCE MAP: I 1 FLAG 10" DIA. CRABAPPLE I x 0, "MAP SHOWING LANDS OF AMERY A. TUTINO SANITARY SEWER I ; CBABA TREEE LE \ _POLE CRABAPPLE TREE MANHOLE Y SEWER MADE BY JON D. HAIGHT, LS. MANHOLE I HIGHWAY BOUNDS I- I z DATED DEC. 2, 1983. RIM ELEV.: 1168.,V IN 1 PER REFERENCE _ RIM ELEV.: .: 11 FOUND R R 1 i j 1 MAP & DEED 1 t j B STOP INVERT ELEV.: 1156.1' I I ` — WATR —LATERAL IN FROM N �� SPEED I 'F *�' ) SPIKE till I _ SIGN POST 1 EL�V:. 1159.1, �T4116,,- SET (INAC�i SIDLE I - — (R,M) i I 45 MPHR R SPIN 1 mr O !I niV 279.34' SS—SS—SS6g�-�-SS �{SS SSSS SS —SS — SS —SSA —S� �S_— SS— SS —SS SS— SS = --�S SSSS �—SS—SS -S_ SSSS SS SS SS _SSSS _ - — _ SIGN S 50°58'23�P _ r HIGFIWAY BOtfN15_ — - — _� N CURB I IG Cm— — — — — — SOLID WHITE FOG LINE SOLID WHITE FOG LINE TO FAIRFIELD DRIVE 118� DROP INLET RIM ELEV.: 116 1 61.1 BOTTOM OAF �T WELL ELEV1B 1161.1 3 \' BOTTOM OF DRY rc �tv> • TO VERNON DRIVE ELEV.: 1182.9 24 DIA �ULV TO EAST INV. ELEV.: 1162.94 t DIA. CULV. TO WEST ti — — — — — — i11g� — — — — DASHED WHITE LANE LINE Q,------------�---------------------�------/ 3------� I -------------------------------�, — — — — — — — — — — — — — — — — — — DOUBLE SOLID YELLOW LANE DIVISION LINES �_ `\ \_._ ` - \ `� . �,, ` -_ `� . _-�` \ } j \ `/ r i %. . DOUBLE SOLID YELLOW LANE DIVISION LINES TOMPKINS.--STREET EXTENSION N STATE ROUTE.,n �� I �� � �1g ---�-------- _ ---- DASHED WHITE LANE LINE � ----------�----------------------- f¢ — — — — — — — — — — — — SOLID WHITE FOG LLNE F ' — o SOLID WHITE FOG LINE w w w w w w w— —�✓ w— w— w w w— --Qp�— w w w w w w w w w w-- -� d - — CURB 0/H E/T/TV........ .... 0/H E/T/TV—S CURB O/H E/T/TV 116Ii 5 / s ss ®ss -- ss �` ss - Ss "'-SsSS--SSSS YSS— 1 SANITARY SEWER SANITARY SEWER u a %mm F MANHOLE RIM ELEV.: 1167.5' RIM ELEV.: 1165.0' INVERT ELEV.: 1157.6' INVERT ELEV.: 1159.0' ~O� may/ LEGEND: NOTES: • EXISTING IRON MONUMENT AS SHOWN 1.) DATUM: NORTH AMERICAN DATUM 1983. (NAD 1983). Q SET 3/4" REBAR AND SURVEY CAP 2.) ALL ELEVATIONS ARE IN FEET. UTILITY POLE 3.) ABSTRACT OF TITLE NOT REVIEWED. PREMISES SURVEYED ARE SUBJECT TO ANY EASEMENTS, RIGHTS AND/OR RESTRICTIONS OF RECORD THAT AN UP TO DATE SEARCH $ MONITORING WELL MAY REVEAL GAS VALVE 4.) UNDERGROUND UTILITIES LOCATED BY THIS SURVEY ARE APPROXIMATE ONLY, LOCATIONS WERE DRAWN SANITARY SEWER MANHOLE UNDERGROUND UTILITIES AMUS BE FIELD MARKED CCORDING TO FIELD EVID CE. OTHERS TO fE THEIR *)mmntTl fT* ® WATER VALVE EXISTENCE AND/OR EXACT LOCATION. iS FIRE HYDRANT R.O. REPUTED OWNER (.... ) RECORD DISTANCE (R,M) RECORD DISTANCE, REFERENCE MAP: MEASURED DISTANCE .. �� LANDS OF L.D. WILLCOX & SON. INC.... ..RE . AGAN LAND SURVEYING o/H OVERHEAD UTaXrIES MADE BY R. JAMES STOCKWIN, L. S. 298 CORTLAND ROAD, P.O. BOX 1124 U/G UNDERGROUND UTILITIES DATED DEC. 22, 2009. DRYDEN, NEW YORK PRESENT CENTERLINE OF PAVEMENT PHONE/FAX (6O7i 844-8837 EMAIL gffice@reaganlaiidsurveying.com X FENCE rJOB NO.: 21-245A SCALE: f=30' 0' 30' 60' 90' 1 Omni GRAPHIC SCALE DRAWN BY. A. PUZO DATED: SEPT. 14, 2021 SIGNED: "Copyright 2021: All Rights Reserved, Reagan Land Surveying" — Q O Z Z 0 W m N X 0 0 N Ib 0 0 3 Z O Q 0 I a� o, .c 3 O O N K) LZ Qi c q) a) C W t DEMOLITION NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, PIPES, STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO A SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL PER THE FOLLOWING RECOMMENDATIONS: A. AREAS WITHIN NEW BUILDING FOOTPRINT (INCLUDING SIDEWALKS): IMPORTED STRUCTURAL FILL (NYSDOT 304.14) SHALL BE USED TO BACKFILL THESE AREAS PLACED IN LOOSE LIFTS NOT EXCEEDING 12" AND COMPACTED TO THE MAXIMUM DRY DENSITIES NOTED IN THE EARTHWORK NOTES. B. AREAS OUTSIDE NEW BUILDING FOOTPRINT: THESE AREAS MAY BE BACKFILLED WITH SUITABLE ON -SITE MATERIAL PLACED IN LOOSE LIFTS NOT EXCEEDING 12" AND COMPACTED TO THE MAXIMUM DRY DENSITIES NOTED IN THE EARTHWORK NOTES. IN LIEU OF USING SUITABLE ONSITE MATERIAL IN AREAS OUTSIDE THE BUILDING FOOTPRINT AS FILL, NYSDOT ITEM 203.07 (SELECT GRANULAR) FILL MAY BE USED. THE USE OF ALTERNATE BACKFILL/FILL MATERIALS SHALL BE EVALUATED ON A CASE -BY -CASE BASIS BY THE PROJECT'S GEOTECHNICAL ENGINEER PRIOR TO USE 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING OF IT IN A LEGAL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ANY EXISTING BUILDING/FACILITY TO REMAIN AT ALL TIMES. 4. THE CONTRACTOR SHALL COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR SUCH SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5. THIS PLAN DOES NOT SHOW ALL ITEMS TO BE DEMOLISHED, ABANDONED AND/OR REMOVED. EXISTING STRUCTURES WITHIN THE CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED, OR RELOCATED AS NECESSARY, UNLESS SPECIFIED OTHERWISE. ALL COSTS SHALL BE INCLUDED IN BASE BID. 6. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY OF SALVAGED MATERIALS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO THE EXISTING BUILDING PRIOR TO DEMOLITION. 8. ALL UTILITIES WITHIN PROPOSED BUILDING FOOTPRINTS (INCLUDING 5 FEET BEYOND THE PERIMETER) SHALL BE REMOVED AND THE EXCAVATION AREA SHALL BE BACKFILLED AND COMPACTED PER THE CONSTRUCTION DOCUMENTS. 9. THE CONTRACTOR SHALL FILL ALL ABANDONED UTILITY PIPES AND STRUCTURES WITH CONTROL DENSITY FILL. ALL ABANDONED PIPES AND STRUCTURES WITHIN 2' OF PROPOSED FINISHED GRADE SHALL BE REMOVED UNLESS SPECIFIED OTHERWISE. AT MANHOLES AND STRUCTURES TO REMAIN, ABANDONED PIPES SHALL BE CUT AND PLUGGED AND THE REMAINING OPENING IN THE MANHOLE/STRUCTURE SHALL BE FILLED SO TO MATCH THE REMAINING STRUCTURE/MANHOLE. THE CONTRACTOR HAS THE OPTION TO REMOVE THOSE UTILITIES TO BE ABANDONED AT NO ADDITIONAL COST TO THE OWNER. 10. REMOVAL OR ABANDONMENT OF UTILITIES, DRIVEWAYS, STRUCTURES, ETC. SHALL ONLY BE PERFORMED AFTER CRITICAL NEW OR TEMPORARY INFRASTRUCTURE IS IN PLACE AND OPERATIONAL (I.E. UTILITIES, DRAINAGE, PAVING, ACCESSIBLE PARKING, ETC.). THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER AND SAFE SEQUENCING. 11. THE CONTRACTOR IS RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S SPECIFICATIONS AND SHALL BE APPROVED BY THE AUTHORITY PRIOR TO THE START OF WORK. COSTS FOR SUCH RELOCATIONS SHALL BE INCLUDED IN THE BASE BID. 12. THE CONTRACTOR SHALL VERIFY OVERHEAD UTILITY ELEVATIONS TO AVOID CONFLICTS. 13. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING RELOCATION OR REMOVAL. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY IN AN EFFORT TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SERVICES INCLUDING BUT NOT LIMITED TO: GAS, ELECTRIC, TELEPHONE, STORM DRAINAGE, SANITARY SEWAGE, COMMUNICATIONS, HEAT, ETC. THROUGHOUT ALL PHASES OF CONSTRUCTION. COSTS FOR SUCH TEMPORARY SERVICES SHALL BE INCLUDED IN THE BASE BID. 15. THE CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. AS REQUIRED BY THE OWNER, TOWN OF CORTLANDVILLE AND/OR THE ENGINEER. 16. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF EXISTING FACILITIES AND CONSTRUCTION OF NEW SITE/BUILDING IMPROVEMENTS. 17. NO WORK SHALL COMMENCE UNTIL ALL INITIAL EROSION AND SEDIMENTATION CONTROL PRACTICES ARE IN PLACE. w w� do v~ �� M~° 18. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF FACILITIES/STRUCTURES, ETC. WHICH MAY BE DAMAGED DUE TO DEMOLITION OR CONSTRUCTION ACTIVITIES. 19. EXISTING PAVEMENT AND CONCRETE SHALL BE SAW -CUT AT THE LIMITS OF WORK PRIOR TO REMOVAL. 20. THE CONTRACTOR SHALL LIMIT SAW -CUT ACTIVITIES TO ONLY THOSE AREAS WHERE IT IS REQUIRED OR AS SHOWN ON THE PLANS. IF SURROUNDING PAVEMENT/CONCRETE IS DAMAGED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND/OR REPAIR. 21. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 22. ALL SIGNS, STRIPING AND OTHER FEATURES THAT WERE IMPACTED OR DISTURBED SHALL BE RESTORED. 23. THE CONTRACTOR SHALL REFER TO THE LANDSCAPING PLAN FOR INFORMATION PERTAINING TO THE EXISTING TREES TO REMAIN DURING CONSTRUCTION. 24. TREES TO REMAIN SHALL BE PROTECTED PER DETAIL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH TREE PROTECTION. IF TREES INDICATED TO REMAIN ARE DAMAGED OR REMOVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPLACEMENT OF THE TREE(S) AT THE OWNER'S AND/OR TOWN OF CORTLANDVILLE'S DISCRETION. 25. NO WORK OR EQUIPMENT IS ALLOWED ON THE ADJACENT PROPERTIES WITHOUT WRITTEN CONSENT OF PROPERTY OWNER(S), EXCEPT AS SHOWN. 26. THE CONTRACTOR SHALL PROTECT ALL PROJECT BENCHMARKS, PROPERTY CORNERS, AND SURVEY MONUMENTS/MARKERS THROUGHOUT CONSTRUCTION. 27. THE CONTRACTOR SHALL REMOVE AND RETURN ALL WATER METERS TO THE TOWN OF CORTLANDVILLE WATER AUTHORITY. 28. THE PRESENCE OR ABSENCE OF EXISTING ONSITE SEPTIC SYSTEMS IS UNKNOWN. IF ENCOUNTERED, THE CONTRACTOR SHALL DISPOSE OF SYSTEM COMPONENTS AND ANY REMAINING SANITARY SEWAGE IN A LEGAL MANNER. 29. THE PRESENCE OR ABSENCE OF EXISTING WELLS IS UNKNOWN. IF ENCOUNTERED, ALL EXISTING WELLS LOCATED WITHIN THE SITE DEVELOPMENT AREA SHALL BE REMOVED AND ABANDONED IN ACCORDANCE WITH NYSDOH REQUIREMENTS. WHICH INCLUDES: COMPLETE WELL CASING REMOVAL AND BACKFILLING WELL HOLE WITH NEAT CEMENT GROUT. DEPTH, TYPE, ETC. OF EXISTING WELLS UNKNOWN. CONTRACTOR TO CONFIRM CONDITION OF WELLS TO BE ABANDONED AND ABANDONMENT PROCEDURES PRIOR TO THE START OF WORK. 30. THE LOCATION OF EXISTING WATER SERIVCE(S) IS UNKNOWN. THE CONTRACTOR SHALL LOCATE THE SERVICES NEEDING REMOVAL/DECOMMISSIONING PRIOR TO THE START OF WORK. THOSE WATER SERVICES TO BE DECOMMISSIONED SHALL BE DECOMMISSIONED AT THE SERVICE TAP. EXISTING CORPORATION TAP REMOVED AND PLUGGED. CONTRACTOR SHALL COORDINATE WORK SCOPE AND SCHEDULE WITH BOLTON POINT. LIMIT AND LOCATION OF EXCAVATION ASSOCIATED WITH THE SERVICE TAP REMOVAL SHALL BE COORDINATED BY THE CONTRACTOR. DEMOLITION KEYNOTES OBUILDING & ASSOCIATED PATIO, DECK, STEPS, STOOPS, WALKS, EXISTING OVERHEAD UTILITY AND ASSOCIATED POLES, GUY ANCHORS, CURBS, RETAINING WALLS, ETC. TO BE REMOVED O ETC. TO BE REMOVED. CONTRACTOR TO COORDINATE WORK SCOPE AND SCHEDULE WITH UTILITY COMPANY(IES) TO BE REPLACED WITH NEW. FINAL LOCATION TBD BY OMAILBOX EXISTING WATER SERVICE TO BE DECOMMISSIONED AT THE SERVICE OWNER TAP. EXISTING CORPORATION TAP TO BE REMOVED AND PLUGGED. O GRAVEL DRIVEWAY TO BE REMOVED O CONTRACTOR TO COORDINATE WORK SCOPE AND SCHEDULE WITH CORTLANDVILLE WATER AUTHORITY. PORTION OF WATER SERVICE OMISCELLANEOUS D ITEM TO BE REMOVED REMAINING UNDER NYS ROUTE 13 IS TO BE ABANDONED. UTILITIES TO BE REMOVED. COORDINATE SERVICE CONTRACTOR TO LOCATE AND REMOVE EXISTING SANITARY ODISCONNECTION/REMOVAL AND ASSOCIATED METER REMOVAL O LATERAL ENTERING THE EXISTING MANHOLE AND REPAIR/PLUG STRUCTURE ENTRANCE PER TOWN OF CORTLANDVILLE REQUIREMENTS. WITH RESPECTIVE UTILITY COMPANY. EXISTING LATERAL INVERT UNKNOWN. THE EXISTING BENCH SHALL BE REMOVED IN ITS ENTIRETY AND NEW BENCH INSTALLED. 0 30 "6pQm SCALE PROJECT SITE c� m z 0 0 0 m MARATHON ENGINEERING �O ROCHESTER LOCATION ssF`oy / 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 Nyl ITHACA, NY 14850 6 0 7- 2 4 1 - 2 9 1 7 `, www.marathoneng.com STAR RD. (COUNTY ROUTE 120C) LOCATION MAP N.T.S. HAZARDOUS BUILDING MATERIALS SURVEY 1. TO DATE OF THIS PLAN, A HAZARDOUS BUILDING MATERIALS SURVEY HAS NOT BEEN PERFORMED. PRIOR TO STRUCTURE DEMOLITION THE CONTRACTOR SHALL PERFORM SUCH A SURVEY TO THE SATISFACTION OF THE NYS DEPARTMENT OF LABOR AND THE TOWN OF DRYDEN BUILDING DEPARTMENT TO DETERMINE THE PRESENCE OR ABSENCE OF EXISTING BUILDING MATERIALS WHICH MAY REQUIRE SPECIAL HANDLING, REMOVAL, CONTAINMENT, REMEDIATION, DISPOSAL, ETC. 2. IF SUCH MATERIALS ARE IDENTIFIED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING WITH APPROPRIATE CONTRACTORS SPECIFICALLY LICENSED AND CERTIFIED TO PERFORM SUCH WORK. 3. UPON COMPLETION OF STRUCTURE DEMOLITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CERTIFYING TO THE OWNER AND THEIR REPRESENTATIVES THAT ALL IDENTIFIED HAZARDOUS BUILDING MATERIALS HAVE BEEN APPROPRIATELY IDENTIFIED, CONTAINED AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS, INCLUDING THE NYS DEPARTMENT OF LABOR AND THE TOWN OF DRYDEN. P. wMq I\\\\\\\\\\\\\\\\\\\\\ al wW I " I % I L)A I / z w ana anVa a >Haa Y� aoNa3 aarM U'DaH '29'S9E _ _I I d-d ,I.9'991 a3mad XNrl NIiiHo (W'H) ,6V-V99 EXISTING (.�.0't55) � \ � ' � TOREMA/N UTILITY POLE w REMOVE PORTIONS OF EXISTING RT. ,g oN/o:J 13 ASPHALT WITHIN LIMITS OF sr�x x x x ®\,\>'\'U^ '\'\ti:,\'\'\00\0000 60C,Oooeoo000000000000o0000000000000 >- - /H TV' �F i CURB/NG REMOVAL. SAW -CUT 4 ► ♦ x �' x X <� / ASPHALT AT LIMITS OF REMOVAL 4�w �° 1 1 X x x =_x X x x X x x x m A '< " I REMOVE PORTIONS OF EXISTING ��0 1 1 X x x�c_x x x x X X o�w�O�` / 1 1 X x x x x '� X x x x -�_-x�-"-------------�:� x X x x x 4 / CURSING WITHIN LIMITS OF $ �' `� / x X x XI x x x X x x X X x x sN�aA�a oa x X x x `� x5E �,; x x zx x- / DRIVEWAY REMOVAL. SAW -CUT R �` 1 1 X x x x X X x X x x' x x X o x x° ( I I CURBING AT LIMITS OF REMOVAL oa U 20 0 14 w za X x x X I X x x x X x x x X x x x x X x x co � o �c < x X x x x xl X x x x X x x X x '� o�xoND>2�a a va x X X x x x x x x a w �. x x co x i X x� / x / I X X x x x X x x x x X x X E4 X< X x X x x x xl X x x x x X x x x x X x X x x X x x" X �, xz x c x x x x x x x x xl x x x x X x x x x x X x x x x x x X x X x x x X x x X x x X x X x x w�`� is I X c ,� F REMOVE EXISTING SANITARY _ i a` LATERAL TO EXISTING X x x X X X x X x X x X x x X X X X x X x x x x x x X x x xII x x x x x x X x x x X x X x x x x X x X x x x x x K x x X x x x x x x X X x 2. rw x _ x SEWERMANHOLE AT TIME OF LINE INSTALLATION. O xxxXxx �xxX�\xXxX X xx ,.� �x xxxXx _ �xx t of x x x X x x \ \ x x\\\\\\\\\\\\\\L\\�\�\\\�\��\\\��\\ \Z\\'�\� X x X x X x X z cl x x I a / 4° a \o to A `' x x o� / 1CD ' sc x x x x x X X x \ o \< X X X XXAw `C6 ~ x x x X x x x x x X I vEi� A i. AIn X \ A G] \ x mix x X x x x x X x X X x X \ E� x x x x\o w~ xw `' x X x x x X x x X x x l �114 E I �I I dOwE x x A \z a� X X x xIx X x X X x X X X X x x X \x X x x o w �' x X X X X X X x x x x X I haw E- . I a z X x x x X x '� x �\ x x - x X x x x \ \ x x x x X x x x �% t M 01�F • M co x x xxx z E- \ XxxExxx xxx x In X x X X x x x x x x\ A o o x F x X x x x X\ ozz a ohm x x X X x x x x o�F `-^' o x X x X x x x\ a w \ X X a X x X x X X X X 0 z zw� / x x X A � x x X x x x E �Jz O A x X x\ x x x x x �� oF41z �.. x \ ao wa E- a y E-� x x REMOVE EXISTING FLAG POLE \ it `� - x X x x x' R tI M p4 4C�g X x X X l. � X X x x X X E 0 I z I / d w x z \ ��° e�°jt X x X x X x x x x x x x x X X X x x X X x X X X X X X X A O w E X x X \ X X x I E• 0 X X X X x X x x X x x o ,yamx x X X x 1 �r X x x X I I `' v ° x x x L 1 xwd 1 1 o 1 GT, w 1 1 to 1 1 �CO � 1 \ ,� o w x00 In a x x 0 114 `ram L/MIT OF TREE rn REMOVAL, TYP. W. � ge � 5 2 0 REMOVE EXISTING SIGN POST / 001# IREMOVE EXISTING TREES (TYP. OF 3) x \ x X x x x X x x x x X x x x x X x x x x x X,�> tx X YX c �� / W T o\ x x x x '4 x x x x x x x x X X x x x x x x x x X X X X X X X X X X X x x X x~--- '` �W0 / Ei30 a o at x x w 0 X X x x x LO'I pNDWVcV aaXi�d x x X X x x x x x X x x x c N z°� x x x X x x x X x x x X x x x `� x x� w�A \ 2 Gov x x X X x x X X x x X X x x X X yq \ / zoo / x x x x X x x x x x X x x x x X x x x �`ai x x I / o 1 E / s x x x x x TXa7iaAd 3�rN x `ax x x x x X X x x x x x x W x r c N q` A rye x X x x x x x x x x X x11141x Ilk cq c a� �I / �-I I X ., x x x x x x x x x a x <�_ A o� U� \ x x_ 307.15' \ co a N 41°24'35" W G: / 30 x o aco z� a / \ Q� 6 cq z \ w a O I o z \ O Aa I I U z z a `VI a q z _cl,I o \ •�- -d � \ w o �' w \ M 5 EXISTING MAILBOX TO BE RELOCATED. FINAL LOCATION TBD BY OWNER. CONTRACTOR TO COORDINATE FINAL LOCATION AND INSTALL WITH POST OFFICE. - �- REMOVE PORTIONS OF EX/STING CURBING WITHIN LIMITS OF DRIVEWAY RECONSTRUCT/ON. w SAW -CUT CURBING AT LIMITS OF REMOVAL x o REMOVE PORTIONS OF EXISTING RT. 13 ASPHALT WITHIN LIMITS OF CURBING REMOVAL. SAW -CUT ASPHALT AT LIMITS OF REMOVAL FXIRT/AIR 4AT ,i'FIPIW,'F / IMF 1. ALIGNMENT OF EXISTING GAS LINE IS UNKNOWN. CONTRACTOR TO LOCATE PRIOR TO THE START OF WORK AND COORDINATE DECOMMISSIONING/SHUTOFF WITH UTILITY COMPANY PRIOR TO THE START OF WORK. O W W O W ca ZQ U) Z p O c Z06a�� W � Lu� L O O aQf J W� z� W Mp V_ > ILW �o Wo� 0 J W WLu a � � J to W o p> z a O 0 O IL O O JOB NO: 1308-21 SCALE: lit =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11 /01 /21 AF COUNTY & NYSDOT RE -SUBMITTAL 12/08/21 AF UPDATES PER REVISED SURVEY 12/14/21 AF INFILTRATION BASIN GRADE REVS. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT©2021 MARATHON ENG. �F NEw �NLFy,�� O co it NO. 086648 AROFESSIONP� ADAM M. FISHEL / DRAWING TITLE: Demolition Plan 1 of 14 SHEET No: C-1 ■O 1308-21 JOB No: DRAWING No: / GENERAL CONSTRUCTION 1. APPLICABILITY - THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIES 1. STAKEOUT - THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USING DRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THE CONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED 08/16/21, WERE PROVIDED BY HOLT BUILDING ENVELOPE INCLUDES ALL AREA WITHIN F OUTSIDE OF THE BUILDING'S EXTERIOR WALL. ARCHITECTURE. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTED TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION. 2. MAPPING - THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BY OTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OF 2• BOUNDARY - BOUNDARY INFORMATION WAS TAKEN FROM TOPOGRAPHIC SURVEY MAP PREPARED BY REAGAN LAND 0 30 EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL SURVEYING DATED 08/05/21 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY. LOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE. 3. LAYOUT - DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY SCALE 3. UTILITY STAKEOUT -THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITY CALLED OUT OTHERWISE. STAKEOUT48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED PROJECT STATISTICS WITH THE OWNER. 4. DEMOLITION - CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMIT LINE" AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELD 4. PROPERTY PROTECTION - THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS, VERIFIED WITH PROJECT ON -SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF -SITE OR 1. GENERAL: WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED OR RETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BE REPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. REMOVED SHALL REMAIN. 1.1 PROPERTY OWNER - N/F FIRST NATIONAL BANK OF DRYDEN S. ACCESS - THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES, 5. COORDINATION - THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITE 1.2 PROPERTY ADDRESS - 1113 TOMPKINS STREET (STATE ROUTE 13) PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION. UTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS. CORTLANDVILLE, NEW YORK 13045 6. SITE SAFETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE IN 6. STAGING - AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGING 1.3 TAX ACCOUNT - 95.5-01-19.000 CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT AREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD IS (OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR. NOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON -SITE 2. ZONING REGULATIONS: REPRESENTATIVE. 7. EXCAVATIONS - ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'S 2.1 ZONING DISTRICT - BUSINESS - B2 REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY. 7. CLOSE-OUT - THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECT CLOSE-OUT TO THE SATISFACTION OF OWNER'S ON -SITE REPRESENTATIVE: 2.2 CODE REQUIREMENTS - 8. MAINTENANCE - PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGN • REMOVAL OF ANY CONSTRUCTION DEBRIS. REQUIRED PROVIDED VARIANCE REQ'D MATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THE • CLEANING PAVEMENT AND WALKWAY SURFACES. MINIMUM LOT SIZE 1 ACRE ±3.24 ACRES NO OWNER'S ON -SITE REPRESENTATIVE. • RESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS. MINIMUM LOT WIDTH 100, ±279' NO • PROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS. 9. CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED AND • PROVIDING REDLINES FOR RECORD DRAWING. MINIMUM FRONT YARD SETBACK 35' 35' NO • COMPLETION OF FINAL PUNCH LIST ITEMS. MINIMUM REAR YARD SETBACK 40' >40' NO SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON -SITE MINIMUM SIDE YARD SETBACK 8' MIN.112' OTHER 10, NO REPRESENTATIVE. 10. PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THE SITE KEYNOTES MINIMUIM GREENSPACE 30% ±46% NO APPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES AND THE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTOR MAXIMUM FLOOR AREA 30,000** ±21,000 NO AGREEMENT OO ACCESSIBLE PARKING, RE: DETAIL A HEAVY DUTY CONCRETE PAVEMENT RE: DETAIL 11. INTERIM CONDITIONS - THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM OK ACCESSIBLE RAMP, RE: DETAIL PARKING SPACE SIZE 10'x20' 10'k20' NO BUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAY O REGULAR DUTY ASPHALT PAVEMENT, RE: DETAIL NUMBER OF PARKING SPACES REQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS AND STRIPED AREA. EDGE LINES TO BE SWSLA" AND STRIPES TO BE OC HEAVY DUTY ASPHALT PAVEMENT, RE: DETAIL LO STANDARD SPACES * 107 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SWSL/4" Z-0" O.C. @ 45° TO THE EDGE LINE. SEE PLAN FOR ADA ACESSIBLE SPACES 6 - OD CONCRETE CURBING, RE: DETAIL DIMENSIONS TOTAL 113 NO 12. SPECIFICATIONS - TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS, ARE INTENDED TO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR SHALL O CONCRETE CURBING TRANSITION, RE: DETAIL OM BOLLARD, RE: DETAIL * TOTAL NUMBER OF PARKING SPACES IS AS REQUIRED BY PLANNING BOARD. REQUEST A CLARIFICATION. **MAX FLOOR AREA SHALL NOT EXCEED 30 000 SF UNLESS CONDITIONAL PERMfT APPROVAL IS FA w RY a O~ 4ro 4t 4# _41*� cb (SNOW �o�� ° Ork 1 1 1 1 P 1 1 \ Y 1 w U \\ 1 1 04 Lc / C' ' k__ w ��ae ♦ 1 o 0 OD ,� \�9,Qs 1 w w \ \� 1 rA E.o 411, oar k.wz za 0k,�1 w � R' *Wan 0 10 a x v w °" •js. z 006 z ♦ sg x � � w U 2 0 `l ci 2 .+ ai x z �U Fn a X FO ASPHALT DIKE, RE: DETAIL OG ASPHALT DIKE TRANSITION: RE: DETAIL OCONCRETE SIDEWALK, WIDTH SHOWN ON THE PLANS, RE: DETAIL lO CONCRETE SIDEWALK WITH INTEGRAL CURBING, RE: DETAIL ON PAD MOUNTED TRANSFORMER WITH BOLLARD PROTECTION PER UTILITY COMPANY REQUIREMENTS, RE: ELECTRICAL OO DUMPSTER ENCLOSURE, RE: DETAIL OP LIGHT FIXTURE WITH ASSOCIATED BASE AND POLE, RE: DETAIL OINGRESS/EGRESS DOORS, RE: ARCH. RO MONUMENT SIGN, RE: ARCH. d „9t,4£.8E S -� DUMPSTER ENCLOSURE z S0N33 azMw • + I + H • PHASE 1 Q r IIII�IIIIII�II�III ��• I�I�4 ITV � r{ FUTURE GRANTED BY PLANNING BOARD, 3. PARCEL STATISTICS: 3.1 AREA - ±3.24 ACRES 3.2 EXISTING CONDITIONS: FORMER COMMERCIAL/AUTO SERVICE FACILITY 3.3 PROPOSED CONDITIONS: ±21,000 SF MEDICAL FACILITY. MEDICAL FACILITY ALLOWED WITH CONDITIONAL PERMIT. L) 0 w I PA PACxV. Aa1Q a A I aAixQ aRAVd 1: - d-d ,49'99T T, I , 'A IPT ATTH)F Q �I6-j j I_FI-77t f� W V, O I U Tn / En / Avo I� rn 1 annirinni PROPOSED MEDICAL F a D f8, 500 SF FFE=1166.25 �IIII''I'� II�,IIIIIIIr I'I D. It F FACILITY t ��o I 7 I f21, 200 SF FFE=1166.25 OWE /I - ��az w /\ O - PATIENT ENTRANCE PATIENT ENTRANCE@ RE- ARCH. @ o RE. ARCH. r� C 8 APARTt , - e� CANOPY TYP. OF 13 I - I I ! r RE.- ARCH. � H 0 w� � �2 x � I a a x2� 0 / oz 1,4 22E cks w V. n 4�1 4�II� '�I(��@ .�Yx YIII I k IIIIII�I'I u�I, II .III I IIII�'I I I 4hM. �J rllll III IIIII II �I� lnWryk� @ I�I I II,M1 I'F I�I I II �S`� ..� I .i I �" - V h9 � •...I. � IIII 1 IQI� � Id{I ° a �� r �r I I�r �p�.l I;k��, f 9 � e , �k5�0. ��411r I P� � a✓y�lo-ra� �� rc I Pik �� . �I~�� ` e h � i���� l ��v:s �,� ul )I,r��!� �"� ��I � � �{�I� �6�s�"s�J�l� - � r � Y b �= i�,.. I�4 i g ..,!us z'w" IIII '''' xd�,,', I' w *s r, ITV F #, kIC....a V,PI� INk „VIf.-,.IIIG ° ".gss��u. fu II IIIII ��, pp ° i iz`. f�{r • .�lv _ ��- 1 � ��. I�.I��I ��I I � � ! s191y�W ,�'a. - � pI h�l I I P I-. ,• �l�l � ". ,N I I v r k ,:a�,l r�4rc r L.„u,llla, lllhi,ll IL, IIII a� s1;,,�..,I I,u�, �,I III IIII IIrv11� r1 • I,F.. ,L .,, �. ��` �'' �-- �. �I ` q„ .�. ,, d'�'' � -- I} � v: ��� I} �;.i„" �...`w .h . " ' ,` v`"I�Lh4j yyl,P fu" aka � • ^r '{ d O "F rm , rt l� 4 • I. � aa.., I .,�..w^ r, I Ir��, � P � I tit' I Iti �4r .�`.. T _..w--. I � ,r. s, V.� I I I I I' G' L,,, �nro- �rr. >41,,, I 4nTarr al. Ca?'�r q'r...9'^ C, .y � tF � � , w! i �u,,. �x B y'. w'UII;,� . Y+�� ::d 'mac'{.- L �3,,• e3,� t yY`�aY !9�Yt :'„ I) 307.15' f- N 41°24'35" W 9 PROJECT SITE L 0 m z 0 0 0 r*T STAR RD. (COUNTY ROUTE 120C) LOCATION MAP N.T.S. EXISTING FULL ACCESS DRIVEWAY TO BE REMOVED (NYSDOT PERMIT REOUIRED) CID 00 r-: EXWX ma J Q O 01# 1 \ RECONSTRUCT EXISTING FULL ACCESS DRIVEWAY F (NYSD0T PERMIT w REOUIRED) 0 ffiv MAR4THON ENGINEERING ROCHESTER LOCATION 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com O Lu W O OF.Lu Za z p a v J JO o U) ca Z08a�z W J i_ ZD O O a. oZa o v C/)z Wz 2p M � W ry > gLW �o W o J W Wca Lu WJ Q Q � z a Ov O LL O O l � JOB NO: 1308-21 SCALE: 1 " =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11 /01 /21 AF COUNTY & NYSDOT RE -SUBMITTAL 12/08/21 AF UPDATES PER REVISED SURVEY 12/14/21 AF INFILTRATION BASIN GRADE REVS. FT IS A VIOLATION OF NEW Y RK ST ;TE EDUCATION LAW ARTI LE I4 SECTION 7209 FOR 0C S S CFI@ 0 ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR TO ALTER IN ANY WAY AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT©2021 MARATHON ENG. OI N,C Q� \jCwNL_PYF- )O A, n� X Y q is,cA �'pl N0. 086648 pROFESSIONP�- \ ADAM M. FISHEL DRAWING TITLE: Site Plan (Phase 1) 2of14 SHEET No: C-2.0 1308-21 � JOB No: DRAWING No: � �36 L F 12 " DIA. HDPE 9 0.85 % MIN. lk DI ne f 92 LF 24 " DIA. ° HOPE 9 0.309' tv r cc cc � o � O 4 ' DIA. ST. MH. TR=1164. 10 lV V=1160.54 D-1. 1 30 'x,JO " CA TCH BASIN TG= 1164. J2 INV= 1160.23 D-1 4' DIA. INMH i G=1164. J2 INV=1159.88 J20 L F 12 DIA. HDPE 9 0.85 % MIN. (TAT' 6 ST.CO. W" d—d �,9'88l ��►v�.� �� �rt� ST.CO. l � Q / •� .l I ROOF DOWNSPOUT T 1 Q _ REFER TO PL UMSING FOR w o 1 C LOCATION, TIE -ALL GAS SERVICE ENTRANCE a I IIIWU,IilllllllllllllIll w DOWNSPOUTS TO STORM RE- MEP DRAWINGS �llr 11-4 I J� /p 61 I&E LA TERAL . PROPOc5ED MEDICAL A DDI T/O/V I 1 I D-7 z prp S, 500 SF 24 "x24 " CA TCH BASIN I C.Lo 0 �' O TG=1164.75 � 0 FFE 1166.25 =V) �2 200 SF /NV 1161.27 �`r F-FE= 1166.25 �J0LF6"PVC cd 1.01%, ww� J20 LF S SOLID —WALL 04 1 �I w 0.75� MIN. sAN. C. o I HOPE TR-1165.40 3A.00. lNV=1156.50 p-' J l NFO EF. HDPE TO SOLIDI WALL HDPE f 110 L F 12 " DIA. -� FIRE DEPARTMENT CONNECTION 26J L F 6 PERF. HDPE RE.- MEP DRAWINGS HDPE 9 0. 257 UNDERDRAIN 9 1. 07 M/NLm . [-Aj �I _ I ' - c4 Lo 6 HDPE HYDRANT o / » > HYD. / 12 �--12 � RD INLET LA TERAL w 0 A�� PRIVATE FIRE HYDRANT p�P• CONNECT TO PERFORA TED RE.- DETAIL 2 �� � D-2 D-5 LF 0.2 w 4 ' DIA. INMH UNDERDRA IN WITH 4 P VC. 4 ' DIA. INMH 5� @/ z TG=1164. 60 TYP. OF J k PE lNV=1160. 19 TG=1165. 10 �10 � ��o a INV=1160.85 0 z o 7 DIA. L 76 LF 18 " GIA. HDFE 9 0.25�� 110 / F 18 " DIA. HDPE 9 0.257 D-3 30 "xJO " CATCH BASIN TG=1164.82 INV=1160. J9 Ns, co CQ 74 HOPE \ D-4 4' DIA. /NMH TG=1164.82 D-6 4' DIA. INMH TG=1165 00 INV=1160.66 /NV=1160.99 1 .I �D o�w Q �44 �I x� J 307.15' N 41024' 35„ W w v' Q � r CONSTRUCTION GENERAL 1. STAKEOUT - THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USING 1. APPLICABILITY - THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIES CONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED 08/16/21, WERE PROVIDED BY HOLT PROJECT STATISTICS DRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THE ARCHITECTURE. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTED BUILDING ENVELOPE INCLUDES ALL AREA WITHIN V OUTSIDE OF THE BUILDING'S EXTERIOR WALL. TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION. 1. GENERAL: 2. MAPPING - THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BY 2. BOUNDARY - BOUNDARY INFORMATION WAS TAKEN FROM TOPOGRAPHIC SURVEY MAP PREPARED BY REAGAN LAND 0 30 60 OTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OF SURVEYING DATED 08/05/21 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY. 1.1 PROPERTY OWNER - N/F FIRST NATIONAL BANK OF DRYDEN EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE. 3. LAYOUT - DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY 1.2 PROPERTY ADDRESS - 1113 TOMPKINS STREET (STATE ROUTE 13) SSE CALLED OUT OTHERWISE. CORTLANDVILLE, NEW YORK 13045 3. UTILITY STAKEOUT - THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITY STAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED 4. DEMOLITION - CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMIT 1.3 TAX ACCOUNT - 95.5 01-19.000 WITH THE OWNER. LINE" AS DEFINED ON THE PLAN, TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELD 2. ZONING REGULATIONS: VERIFIED WITH PROJECT ON -SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF -SITE OR 4. PROPERTY PROTECTION - THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS, RETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BE WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED OR REMOVED SHALL REMAIN. 2.1 ZONING DISTRICT - BUSINESS - B2 REPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE. 5. COORDINATION - THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITE 2.2 CODE REQUIREMENTS - 5. ACCESS - THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES, UTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS. REQUIRED PROVIDED VARIANCE REQ'D PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION. MINIMUM LOT SIZE 1 ACRE ±3.24 ACRES NO MINIMUM LOT WIDTH 100, ±279' NO 6. STAGING - AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGING 6. SITE SAFETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE IN AREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD IS MINIMUM FRONT YARD SETBACK 35' 35' NO CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT NOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON -SITE MINIMUM REAR YARD SETBACK 4 NO (OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR. REPRESENTATIVE. MINIMUM SIDE YARD SETBACK 8' MIN./12' OTHER 10, 10NO 7. EXCAVATIONS - ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'S 7. CLOSE-OUT - THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECT REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY. CLOSE-OUT TO THE SATISFACTION OF OWNER'S ON -SITE REPRESENTATIVE: M/NIMUIM GREENSPACE 30% ±31 % NO • REMOVAL OF ANY CONSTRUCTION DEBRIS. 8. MAINTENANCE - PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGN • CLEANING PAVEMENT AND WALKWAY SURFACES. MAXIMUM FLOOR AREA 30,000** ±21,000 NO MATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THE • RESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS. OWNER'S ON -SITE REPRESENTATIVE. • PROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS. PARKING SPACE SIZE 10'x20' 10'x20' NO • PROVIDING REDLINES FOR RECORD DRAWING. 9. CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED AND • COMPLETION OF FINAL PUNCH LIST ITEMS. NUMBER OF PARKING SPACES SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON -SITE STANDARD SPACES 129 REPRESENTATIVE. ADA ACESSIBLE SPACES * 6 TOTAL * 135 NO 10. PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THE APPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES AND * TOTAL NUMBER OF PARKING SPACES /SAS REQUIRED BYPLANNING BOARD. THE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTOR SITE KEYNOTES ** MAX FLOOR AREA SHALL NOT EXCEED 30,000 SF UNLESS CONDITIONAL PERMITAPPROVAL IS AGREEMENT GRANTED BY PLANNING BOARD. 11. INTERIM CONDITIONS - THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM OA REGULAR DUTY ASPHALT PAVEMENT, RE: DETAIL 3. PARCEL STATISTICS: BUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAY REQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS AND O HEAVY DUTY ASPHALT PAVEMENT, RE: DETAIL 3.1 AREA - ±3.24 ACRES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OC ASPHALT DIKE, RE: DETAIL 3.2 EXISTING CONDITIONS: FORMER COMMERCIAL/AUTO SERVICE FACILITY 12. SPECIFICATIONS -TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACT DOCUMENTS, ARE INTENDED TO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IF DISCREPANCIES OCCUR THE CONTRACTOR SHALL Op ASPHALT DIKE TRANSITION: RE: DETAIL 3.3 PROPOSED CONDITIONS: ±29,700 SF MEDICAL FACILITY. MEDICAL FACILITY ALLOWED WITH CONDITIONAL PERMIT. REQUEST A CLARIFICATION. STRIPED AREA. EDGE LINES TO BE SWSL/4" AND STRIPES TO BE EO SWSL/4" Z-0" O.C. @ 45- TO THE EDGE LINE. SEE PLAN FOR DIMENSIONS FO TIMBER GUIDE RAIL, RE: DETAIL SNOW STORAGE DUMPSTER W (PHASE 2) ENCLOSURE z a (TO REMAIN) -N- HDma,� Hams► 1021H oof0 S/DE SETBACK per~/ � I J�� " FUTURE \. W �U Iq I U) W aialA IW PU w ��E I W d I w� I U P4 p I E� rA at1I2iQ QaAVd d-d ,49'98T 71gral vKTm K"1� C _ T Q a a2f k�o z rn Ti TV y �' 6.oYannirinni PROPOSED MED/CAL a E I 2 C? PORTIONS OF EXISTING a. ASPHAL T TO CONSTRUCT x \ t CURBED ISLAND. \ j'-CIO w 0 0 `` \' \ SNOW STORAGE w o z d \ (PHASE 2) \ / / wiz 0 2 E- / 9j E- jy x; FAC/L/TY I W-0 W-0 f21, 200 5F FTE 1166.25 Fix - MAIN ENTRANCE RE- ARCH. _ E0- a New I0ccuf tio' m�l y, 1' L E cy� 4 0 co r-I �� ~> co a I E-, PATIENT DROP F a c / 0 Ci zo- W o� z a .. E~ zo U V2 �l E 24 30' E z z � F o 22 I I co tCO o y �� ~�a�D / W �w� x cv xa1 // � wQ / W a w / W as I z0~00, ~ A0WI zd � 307.15' "24'35" W I \ PTy d C\2 z \ \ �� xZ / a moo Paz 46 W / a z P. �D aaE- o QP4 II z pz coz z U 0 G E E2 I 5 Q E- EE+ W x \ 0 PROJECT SITE 41;�A1 v �5 O�Q,��o��k �y5 L r m z 0 0 0 m STAR RD. (COUNTY ROUTE 120C) LOCATION MAP N.T.S. MARATHON ENGINEERING ROCHESTER LOCATION 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com O ui �W O ui v) Z Q z Q a v JO ocn Z�a�>- W J �� O O O 0 y- Z Of v v) z O Lu z¢ J M� W 1- 0 �W �0 W C)m 0 J W Wa >�LLJ CO) W Q >0 z a F_ 0 O O 0 JOB NO: 1308-21 SCALE: 111=30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11 /01 /21 AF COUNTY & NYSDOT RE -SUBMITTAL 12/08/21 AF UPDATES PER REVISED SURVEY 12/14/21 AF INFILTRATION BASIN GRADE REVS. 5/06/22 AF STORMWATER REVISIONS 5/19/22 AF POND GRADING UPDATES f< IS A VIOLATION OF NEW YORK ST.,TE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT©2022 MARATHON ENG. ()F NEW '`P�c�N�YF��S �SFO NO. 086648 AROFESS101.1P� ADAM M. FISHEL l DRAWING TITLE: Site Plan (Phase 2) 3of14 SHEET No: C-2.1 1308-21 JOB No: DRAWING No: EARTHWORK 1. PREPARATION - PRIOR TO START OF EARTHWORK OPERATIONS THE CONTRACTOR SHALL COMPLETE THE FOLLOWING APPLICABLE ITEMS AS DEFINED BY CONTRACT DOCUMENTS: • SITE DEMOLITION - REMOVAL AND DISPOSAL OFF -SITE IN A LEGAL MANNER; STRUCTURES, UTILITIES, PAVEMENTS, ETC. • CLEARING AND GRUBBING - REMOVAL AND DISPOSAL OFF -SITE IN A LEGAL MANNER; TREES, BRUSH, STUMPS, ETC. • TOPSOIL STRIPPING - STRIP AND STOCKPILE TOPSOIL FOR REUSE. EXCESS TOPSOIL MAY BE REMOVED FROM SITE WITH APPROVAL BY OWNER AND MUNICIPALITY. 2. RESPONSIBILITY -THE CONTRACTOR IS RESPONSIBLE FOR: • ESTIMATE - COMPLETION OF A QUANTITY TAKEOFF TO DETERMINE THE VOLUME OF CUT, FILL, AND TOPSOIL. COMPARE AND COORDINATE WITH INFORMATION PROVIDED BY THE DESIGN ENGINEER. • GRADE TOLERANCES - ESTABLISHING DESIGN SUBGRADE ELEVATIONS TO WITHIN ONE TENTH OF ONE FOOT (0.10') IN PAVEMENT AREAS (INCLUDING WALKS) AND TO WITHIN THIRTY-THREE HUNDREDTHS OF ONE FOOT (0.33') FOR ALL REMAINING AREAS. • COMPACTION - ACHIEVING THE SPECIFIED MINIMUM COMPACTION VALUES FOR EMBANKMENT/FILL AREAS. THE TERMS "FILL" AND EMBANKMENT" ARE INTERCHANGEABLE. • CUTS - ONCE EXCAVATIONS ARE SHAPED TO THE DESIGN GRADES THE AREAS SHALL BE PROTECTED TO ASSURE THAT THE INTEGRITY OF MATERIAL IS NOT COMPROMISED BY CONSTRUCTION VEHICLES AND/OR IMPROPER DRAINAGE. AREAS DETERMINED BY CONTRACTOR TO BE NOT SUITABLE FOR SUBGRADE PLACEMENT SHALL BE IMMEDIATELY REPORTED WHEN THE SUBGRADE IS ESTABLISHED TO OWNER'S REPRESENTATIVE. STABILIZATION MEASURES FOR CUT AREAS MAY BE CONSIDERED BY OWNER'S REPRESENTATIVE AS A CHANGE TO THE BASE CONTRACT. 3. TESTING - THE FOLLOWING MAXIMUM DRY DENSITIES SHALL BE ACHIEVED AS MEASURED BY THE MODIFIED PROCTOR METHOD ASTM D-1557: • 95% UNDER PAVEMENTS, WALKS, AND IN STRUCTURAL FILL AREAS • 85% IN REMAINING AREAS THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE NUMBER OF TESTS AND RESPONSIBILITY. WE RECOMMEND IN EMBANKMENT AREAS ONE PER LIFT AND/OR ONE PER 1,000 CUBIC YARDS. 4. LIFT THICKNESS - THE MAXIMUM LIFT THICKNESS UNDER PAVEMENTS, WALKS, AND STRUCTURAL FILLS SHALL BE 12 INCHES. HAND OPERATED COMPACTION FILLS SHALL NOT EXCEED 6 INCHES. 5. PROOF ROLLING - THE OWNER'S REPRESENTATIVE MAY REQUEST A PROOF ROLL (I.E. LOADED TEN WHEELER) OF SUBGRADE AREAS PRIOR TO PLACEMENT OF SUBBASE MATERIALS. AREAS THAT "FAIL" SHALL BE REMOVED AND REPLACED TO ACHIEVE A PASSING SUBGRADE. BASIN BOTTOM EL-1158.5 J.1 SLOPE (H.•V� a � a �~ k$ ,�w} �I �p e mow• � s EROSION CONTROL 1. CERTIFICATION - THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP), WHICH INCLUDES THE "GRADING PLAN", "EROSION CONTROL PLAN", "EROSION CONTROL NOTES", ALONG WITH THE "DRAINAGE REPORT", DEFINES AND MEETS THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) LATEST STORM WATER REGULATIONS. 2. CONTRACTOR RESPONSIBILITY - ALL CONTRACTORS AND SUB -CONTRACTORS SHALL CERTIFY WITHIN THE SWPPP THAT THEY WILL IMPLEMENT AND MAINTAIN STORM WATER MANAGEMENT PRACTICES. 3. INSPECTION - EROSION CONTROL (EC) MEASURES INSTALLED AND MAINTAINED BY THE SITE WORK CONTRACTOR ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE: MUNICIPALITY, DESIGN ENGINEER, NYSDEC, AND OWNER'S REPRESENTATIVE. IMMEDIATE ACTION BY THE CONTRACTOR SHALL BE TAKEN IF ADDITIONAL OR CORRECTIVE MEASURES ARE REQUIRED BY ANY ONE OF THESE CITED REVIEWERS. EROSION CONTROL MEASURES NOT SPECIFICALLY SHOWN ON CONTRACT DRAWINGS (LE... STRAW BALES, COLLARS, FABRICS, ETC.) SHALL BE INSTALLED AS WARRANTED BY FIELD CONDITIONS, AND AS DIRECTED BY THE AFOREMENTIONED REVIEWERS. 4. NOTIFICATION - AS DESIGN ENGINEER, OUR OFFICE HAS NOTIFIED THE OWNER OF THE INSPECTION REQUIREMENTS UNDER GP-0-20-002. DISTURBANCES OF 1.0 ACRE OR GREATER REQUIRE THAT THE OWNER FILE A NOTICE OF INTENT (NOI) AND A SWPPP WITH THE NYSDEC UNDER STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES) GENERAL PERMIT #GP-0-20-002. THE REGULATIONS REQUIRE THAT A LICENSED PROFESSIONAL COMPLETE A WEEKLY INSPECTION (THROUGHOUT THE PERIOD OF LAND DISTURBANCE). 5. PRE -CONSTRUCTION - THE APPROPRIATE EROSION CONTROL MEASURES AS DEFINED BY THE CONSTRUCTION DOCUMENTS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 6. TOPSOIL - UPON COMPLETION OF THE STOCKPILE STRIPPING OPERATION, STOCKPILES SHALL BE STABILIZED IN ACCORDANCE TO NYSDEC REGULATIONS. 7. SLOPES - UPON COMPLETION OF GRADING, SLOPES WITH A GRADIENT OF ONE FOOT VERTICAL TO THREE FEET HORIZONTAL (1 ON 3) OR GREATER SHALL BE: TOPSOILED, SEEDED, FERTILIZED AND MULCHED OR TREATED AS SPECIFIED ON CONTRACT DRAWINGS. 8. DUST - THE CONTRACTOR SHALL APPLY WATER AND/OR CALCIUM CHLORIDE, AS CONDITIONS WARRANT, TO CONTROL WIND BORN EROSION. THIS MEASURE APPLIES TO: HAUL ROADS, CUT AND FILL OPERATIONS, SUB -BASE AND ANY OTHER EXPOSED SURFACES. 9. OPERATION & MAINTENANCE - THROUGHOUT THE PERIOD OF CONSTRUCTION AND PRIOR TO ESTABLISHING FINAL GROUND COVER THE SITE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE TEMPORARY EROSION CONTROL MEASURES. FOR EXAMPLE, THE SILTATION FACILITIES SHALL BE RE -EXCAVATED WHEN THE VOLUME (3600 CUBIC FEET/DISTURBED ACRE) IS REDUCED BY ONE-HALF OR MORE OF ITS SPECIFIED CAPACITY AND/OR THE MATERIAL IS WITHIN ONE FOOT OF THE DISCHARGE POINT. 10. WORK STOPPAGE - ALL DISTURBED AREAS NOT TO BE WORKED WITHIN 14 DAYS MUST BE SEEDED WITHIN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. 11. TEMPORARY STABILIZATION - TEMPORARY STABILIZATION SHALL REQUIRE 4 TONS OF STRAW/ /NF/L TRAT/ON BASIN RE- DETAIL rFORERAY 1 f3, 650 CF SILT FENCE RE. DETAIL, TYP. ACRE OF DISTURBANCE PLACED WITH TACKIFIER OR ROLLED WITH A TRACKED VEHICLE TO ENSURE NOT DISPLACED. 12. WINTER STABILIZATION - ALL WINTER STABILIZATION METHODS IDENTIFIED IN THE NYS 'BLUE BOOK' SHALL BE FOLLOWED FOR ANY DISTURBANCE OR NON -STABILIZED AREAS FROM NOVEMBER 15TH - APRIL 1ST. 13. SUBSOIL RESTORATION - ALL AREAS TO BE RESTORED AS LAWN SHALL BE RESTORED PER CHAPTER 5 (5.1.6) OF THE NEW YORK STATE STORMWATER DESIGN MANUAL AND THE SOIL RESTORATION TABLE (TABLE 5.3 - SOIL RESTORATION REQUIREMENTS) SHOWN ON THE PLANS. THE PROJECT SOILS ARE HYDROLOGIC SOIL GROUP A AND SHALL BE RESTORED AS SPECIFIED. 14. SEQUENCE - THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN THE FOLLOWING SEQUENCE UNLESS AUTHORIZED OTHERWISE AT PRE -CONSTRUCTION MEETING: • INSTALL PERIMETER SEDIMENT CONTROLS I.E.EROSION OSION FENCING. • INSTALL STABILIZED CONSTRUCTION ENTRANCE, • PROTECT VEGETATION TO REMAIN. • CLEAR/GRUB AND CONSTRUCT DIVERSIONARY SWALES, AND SEDIMENT BASINS. • COMPLETE CLEARING AND GRUBBING OPERATION. • PLACE EROSION CONTROL MEASURES AT TOPSOIL STOCKPILES AND STRIP TOPSOIL. • CONSTRUCT SWALES AND SILTATION DEVICES AS EARTHWORK OPERATIONS PROGRESS. • MAINTAIN EROSION CONTROL MEASURES AND PLACE ADDITIONAL MEASURES AS EARTHWORK AND UNDERGROUND UTILITIES ARE CONSTRUCTED. • RESTORE AREAS AS DEFINED BY CONTRACT DOCUMENTS. • REMOVE EROSION CONTROL MEASURES AS AREAS ARE REESTABLISHED WITH GROUND COVER. 0 30 SCALE OUTLET SPILLWAY I w m >.n A RE. DETAIL w a w w I F a U � c I I 71� E' St1I9Q Qat1Vd x 1.. I �n 6 I� 1 I Y ��i - -, Y------------- .d AiT''T �iT / _ �arl'3.3 '3xlly •z.�.'�ii - -- -- --� .---�T-�--- _ sry ` v sr. Imo'` 4ii> I 1165 � '�' sr. �_ 1166.0 T / I _ c � 1165.E I TC_ 1166. 1 � � H TV K" . BC-1165 6 I FUTURE > PROPOSED MEDICAL I i' r ADDI TIOlV I 'a► c 3. 1 SLOP I PROTECT/ON I z I 'I ,%�: . /A//. ri (H V� I RE. DETAIL, TYP. ��� J`OO SF FAC-1-L /TY I / �� > I I FFEE 1166.25 f21 200 SF �I TC=1166. 1 4 __ _ o Fr II yi ; 11ssX1 FFE=1166.25 :. 'Ilki'• �e�,► �_� 1165.6 �� 11 s 7 BC-1165. 6� 1 x w a �•�^'�• - T STONE SOPEl/ lA ` RETIIa� xu a_ o 1 fir- I-�+-.- I1166. 0, 1166.0 1166.0� 1166.0 �. - �-- - 1 66.4 0 BC 11 � � i -� rn F I . PROJECT SITE _ 5� - 0 co to � � W O E- �xwP4 MARATHON ENGINEERING / ROCHESTER LOCATION 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 ITHACA, NY 14850 �n 6 0 7- 2 4 1- 2 9 1 7 m = www.marathoneng.com 9�P m T Opi1 o 0 0 m STAR RD. I (COUNTY ROUTE 120C) LOCATION MAP N.T.S. DISTURBANCE SUMMARY: ONSITE DISTURBED: t3.10 ACRES OFFSITE DISTURBED: t0.10 ACRES TOTAL DISTURBED:t3.20 ACRES TOTAL PROJECT AREA: t3.35 ACRES EXISTING IMPERVIOUS: t1.70 ACRES EXISTING PERVIOUS: t1.50 ACRES PROPOSED IMPERVIOUS: t2.14 ACRES PROPOSED PERVIOUS: t1.066 ACRES I . »66 i8 1 166 Hw TC=11661 TC=16.TC=1166.1 / �1-i II rwadm 70 II >I \ � BC=1166.1 6C=1166.1 6c=1166.1 E- 1TC=1166.35 H\\ 9�rlJ �1^r I z 65.2 1165 0�w - ozw E- C) �O\A BC=1165.8 'zx C AA � 8C=1165.6 � I d � - / \\\ j r ✓ �I o / O I > / 1165.7 ✓ (II m F / ~ rn co/ z I y / a -da E / / a / \\\,: lI ESTAB/L wF wz wzo w rx I../ZED cq CONSTRUCT/ON ENTR4NCE • RE- DETAIL --11-66.q-.1 ----------------.-- \ � - � I 0f co 66.1 1166.3d - / �Ej/a.. - --------- --------- 00 > F 1 AE- - - - - - - _ / A z /z � 00 w a 6 0 " r LIMIT OF DISTURBANCE z I I I > P \ � / z� TYP x z / a" \ F x I az \ OQoz ( z I z Z �? x p w o 0 '��%�• a F � I H 5 �' O Lu J � Z U)� LL W 0 01. L1J Q CO) Za z Q a v 4 JO OU) mu) Z cda v-z W � ZD i O O Of in Z 0 cn z:O W� z¢ .J W > �W -o W C)m W Lu Lu cn W0 J p Q > Z F_ O 0 LL O 0 JOB NO: 1308-21 SCALE: 1" =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11 /01 /21 AF COUNTY & NYSDOT RE -SUBMITTAL 12/08/21 AF UPDATES PER REVISED SURVEY 12/14/21 AF INFILTRATION BASIN GRADE REVS. 5/06/22 AF STORMWATER REVISIONS 5/19/22 AF POND GRADING UPDATES IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT©2022 MARATHON ENG. of NEw P �CKINLEy�_ �O co �s` Y 4 II 'SFO NO. 086648 62 OFESS1 .1 ADAM M. FISHEL DRAWING TITLE: Grading, Drainage & Erosion Control Plan 4of14 SHEET No: C-3.0 1308-21 J JOB No: DRAWING No: f UTILITIES 1. SANITARY 1.1 MATERIALS • MAINS - PIPING SHALL BE POLYVINYL CHLORIDE (PVC) WITH ENDS SUITABLE FOR ELASTOMERIC GASKET JOINTS, AND A MINIMUM WALL THICKNESS OF SDR-35. PIPING AND FITTINGS SHALL MEET: • ASTM D-3034 (4" THRU 15") • ASTM F-679 (18" THRU 48") • JOINTING MATERIALS - SHALL BE BELL -AND -SPIGOT WITH INTEGRAL PUSH ON TYPE ELASTOMERIC GASKET JOINTS, GASKET MATERIAL TO BE NEOPRENE MEETING ASTM D-3212. • MANHOLES - SHALL BE PRECAST CONCRETE WITH NEOPRENE GASKETS MEETING ASTM C-478 & ASTM C-443. 1.2 INFILTRATION/ EXFILTRATION - MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER DAY FOR THE SANITARY SEWER. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO THE PROCEDURE DESCRIBED IN ASTM F1417 ENTITLED STANDARD PRACTICE FOR INSTALLATION ACCEPTANCE OF PLASTIC NON -PRESSURE SEWER LINES USING LOW-PRESSURE AIR. SANITARY MANHOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EX FILTRATION OR VACUUM. VACUUM TESTING OF MANHOLES SHALL COMPLY WITH THE METHOD OUTLINED IN THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TECHNICAL INFORMATION PAMPHLET (TIP) NO. 15 (REVISED). 1.3 FLOOR DRAINS - FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT. MUST BE CONNECTED TO THE SANITARY SEWER. NOTE: FLOOR DRAINS DO NOT INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED TO INTERCEPT UNCONTAMINATED GROUND WATER. ALL DISCHARGES FROM THE FLOOR DRAINS TO THE SANITARY SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE CORTLAND COUNTY SEWER USE LAW. 1.4 TESTING - DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5%. IF THE DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDREL. IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 1.5 SEPARATION - MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IN ADDITION. WHEN THE WATER MAIN PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAINS AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES. MANHOLES OR VAULTS. 2. STORM 2.1 REGULATIONS - STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST REGULATIONS OF THE MUNICIPALITY AND ALL THERMOPLASTIC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D-2321. 2.2 MATERIALS - THE CONTRACTOR MAY USE THE FOLLOWING PIPE MATERIAL FOR THE MAIN SEWER AS ALLOWED BY THE MUNICIPALITY, PROVIDING THAT THE ROUGHNESS COEFFICIENT ("N" FACTOR) IS 0.013 OR BETTER: • HIGH DENSITY CORRUGATED POLYETHYLENE PIPE (PE), AASHTO M-294, TYPE S, ASTM D-3350. 2.3 ROOF DRAINAGE - ALL ROOF DRAINAGE SHALL BE COLLECTED AND PIPED TO THE STORM SEWER SYSTEM UNLESS SPECIFIED OTHERWISE. 2.4 TESTING - UPON COMPLETION OF SYSTEM INSTALLATION, THE MAIN SEWER SYSTEM AND LEADS TO STRUCTURES SHALL BE FLUSHED AND LAMPED TO THE SATISFACTION OF THE MUNICIPALITY. w a gY v w _ 4t tic' 44 44 J� S cb mow. �O�o / o� oa z� �D O 0 w E" W W a z a' 3. WATER 3.1 WATER SERVICE LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND SPECIFICATIONS OF THE WATER AUTHORITY. 3.2 WATER SERVICE LINES SHALL HAVE A MINIMUM OF FIVE FEET OF COVER FROM FINISHED GRADE IN LAWN AREAS AND SIX FEET OF COVER FROM FINISHED GRADE IN PAVED AREAS. 3.3 WATER SERVICE LINES SHALL BE SEPARATED AT LEAST TEN FEET, MEASURED FROM THE OUTSIDE OF THE PIPES, FROM SEWER MAINS OR SEPTIC SYSTEMS. 3.4 WATER SERVICE LINES SHALL BE IDENTIFIED AS: DESCRIPTION SIZE MATERIAL (a) TYPE (b) TOWN PORTION: FROM THE WATER MAIN TO AND INCLUDING THE 6" HDPE" CMB CONTROL VALVE ON THE ROW/PROPERTY/EASEMENT LINE PRIVATE PORTION: FROM THE CONTROL VALVE TO THE BUILDING 6" HDPE'` CMB (A) ACCEPTABLE MATERIAL IS *CLASS 52 CEMENT MORTAR LINED DUCTILE IRON PIPE OR HDPE DR 21 (200 PSI) (B) SERVICE TYPES INCLUDE: DOMESTIC = IDS, FIRE = FS, OR COMBINED = CMB 3.5 THE WATER AUTHORITY'S PORTION OF THE WATER SERVICE LINE SHALL BE INSTALLED PRIOR TO THE PRIVATE PORTION OF THE SERVICE LINE. 3.6 WATER METER(S) TO BE LOCATED ON THE INTERIOR OF EXTERIOR WALLS(S) IMMEDIATELY UPON SERVICE ENTRANCE INTO THE BUILDING(S). A BY-PASS ASSEMBLY IS NOT REQUIRED AROUND THE INSTALLATION OF 5/8-INCH THROUGH 1-INCH METERS. 1 ''/-INCH + 2-INCH METER INSTALLATIONS MAY REQUIRE A BYPASS ASSEMBLY AROUND THE METER. METER INSTALLATION 3-INCH OR GREATER REQUIRE A BYPASS ASSEMBLY AROUND THE METER. 3.7 WATER SERVICE LINES SIZED 4-INCHES OR GREATER SHALL BE: • PRESSURE TESTED IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE TOWN OF CORTLANDVILLE WATER AUTHORITY. A WATER AUTHORITY REPRESENTATIVE MUST WITNESS THIS TEST. • DISINFECTED BY USING THE CONTINUOUS FEED METHOD ACCORDING TO AWWA STANDARD SPECIFICATIONS. AFTER FLUSHING AND DISINFECTING THE SERVICE LINE, WATER SAMPLES SHALL BE COLLECTED IN ACCORDANCE WITH THE DEPARTMENT OF HEALTH THAT HAS JURISDICTION OF THE AREAS REQUIREMENTS. APPROVAL AND NOTIFICATION BY THE HEALTH DEPARTMENT OF PASSING HEALTH SAMPLE TEST(S) MUST BE RECEIVED BEFORE THE SERVICE WILL BE ACTIVATED BY THE WATER AUTHORITY. 3.8 ALL MECHANICAL JOINTS SHALL BE RESTRAINED. a w . I d U O D-1.2 z ' 4' D/A. ST. Ew- f 36 LF 12 " D/A. HDPE TR=1164.1 D INV==1160.54 1-320 LF 12 " D/A. HDPE w d A 0 0. 85 9' MIN. © 0.85 9' MIN. a a0mad sulk ,z9.5ss gip' n ` ROOF DOWNSPOUT r>< REFER TO PL UMB/NG FOR LOCATION, TIE ALL ♦ I DOWNSPOUTS TO STORM 0 30 11111116p%�" SCALE F/ FCTR/C .1;FRV1r.F FNTRANCF RE- MEP DRAW/NGS TFI F. /COMM. SFRV1r.F FNTRANCF RE- MEP DRAWINGS D-1.3 TR=1165.6 INV=1163 26 A w SAR RI (ISAV WATER SERVICE ENTRANCE - RE MEP DRAWINGS LOCATION MAP N.T.S. r.A'; SERVICF FNTRANCF RE. MEP DRAW/NGS �- MAINTAIN 2' SEPARATION BETWEEN GAS, TELE/COMM, ELECTRIC AND STORM UTILITIES. PAD MOUNTED TRANSFORMER CONTRACTOR TO COORDINATE FINAL SIZE, LOCATION & WORK SCOPE WITH THE UT/L/TY PROVIDER PR/OR TO THE START OF WORK. III o GAS SERVICE POINT OF CONNECTION APPROXIMATE LOCATION SHOWN. o In I I / I CONTRACTOR TO COORDINATE FINAL LOCATION a I _ AND WORK SCOPE WITH THE UTILITY PROVIDER r I D 1. f - I FUTURE LATERAL. ' 30"x30" CATCH BASIN I PROPOSED MEDICAL i I ' ' 6023 ADDITION Solf 8, 500 SF FA C/L / T Y 24 -Y24 " CATCH Q4S/N I ! FFE=1166.25 TG=1164.75 II f21, 200 SF /NV==1161.27cp r� FFE=1166.25 .f30 LF 6" PVC 1 ' w v�� il�o I r� ® 1.07 � zwa 0 1 d I I 320 LF 8" SOLID -WALL sAN d a zw � � TR= 1165.40 o HDPE 0. 75% MIN. � L I cn \ Q cLEND SECTION I O� / O F. �� /NV= »56. 50 I F INV 1159.60 �t o f 92 LF 24 D/A. I 4' DIA. /NMH HDPE TO SOLID -WALL HDPE .f 110 LF 12" D/A. I - FIRE DEPARTMENT CONNECTION �, - - HOPE 00.30% �� icy'=1164.32 263 LF 6" PERF. HDPE HOPE ® 0.25% �! �- - - INV==1159.88 RE.• MEP DRAW/NGS \ E G y ` UNDERORA/N � 1.09 M/N LOFf ., a � 6" HOPE HYDRANT a ( I ~ a s9 / /�2 a'12RD INLET LATERAL yw ,qL PRIVATE F/RE HYDRANT pIP CONNECT TO PERFORATED RE- DETAIL � 12 2 % � E a 4' D/A. /NMH UNDERORA/N WITH 4" PVC. 4, D/A• /r 5� E z w \ \ I o TG 1164.60 TYP. OF 3 TG=1165.10 SOP z I '" o /NV=1160.19 ao 0 c�j\ \ /Nr=1160.85 E- iF w I rn I A o .6 78 LF :8" DA. f 110 LF 18" DIA. 74E ®'��%► U) °� w HDPT ® I7.25, YDPE ® 0.25X HAP F z \ x �� G6--1�-- i�--��---s z I ° 4� / a 19 0 0 \ E- \ waz 2z w A w \ w z / \ P \ w CD U W wwz or��j AA a 00 axe zo x T a � v 2 � oa a�0 as 2 0 co 0 d 0 x 9 o x 2 o co z x2 E-E 04 E- r) rn L i J \D-3 30100" CATCH BASIN TG=1164.82 INV 1160.39 Lr, w �0 � CO 4D/A. /NMH " a 4' D/A. /NMH TG=1164.82 TG=1165.00I " /NV==1160.66 /NV--1160 99 I w ---------o-------------------- t-------- \ ti 1307.32') 307.15' N 41°24'35" W P. LD E1 as E \ O Aaa pz W I I I a cq A I Fay � W A Cat o m 0E.~ 00 � z a zM w II "z 0 C7 E . H � VALVE co W E- / O / E, / co U / 1 _ O co / W E-� %w) W /E- co co / z / a /� I O w E- z 0 5 A 0 PR/OR TO THE START OF WORK. ELECTRIC/TELE. /Comm. SERVICE POINT OF CONNECTION Yl APPROXIMATE LOCATION SHOWN CONTRACTOR TO COORDINATE FINAL LOCATION AND WORK SCOPE WITH THE UTILITY PROVIDER PR/OR TO THE Y? START OF WORK. I �I U Y� I FI � E�X. sm.. MH E- TR=1166.3 w /NV==1156.20 x � EXISTING WATER SERVICE TO BE ABANDONED CONTRACTOR TO CUT AND CAP EXISTING WATER SERVICE AND REMOVE SERVICE TAP. WATER SERVICE RUNNING UNDER RT 13 TO BE ABANDONED /N PLACE. WATER SERVICE POINT OF CONNECTION APPROXIMATE LOCATION SHOWN. WATER TAP BY CONTRACTOR. CONTRACTOR TO COORDINATE FINAL LOCATION AND WORK SCOPE WITH THE UTILITY PROV/DER PRIOR TO THE START OF \6" HDPE COMBINED WATER SERVICE v SOW MONUMENT SIGN s REFER TO ELECTRICAL FOR IROUTING OF SITE ELECTRIC = I I s I E_ w s � o I z � a 0 O w W MARATHON ENGINEERING ROCHESTER LOCATION 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com O LLJ Z W 0 O ULj CO)Za z Q � �O 0 O ca Z co a z.- z W �� O O O Z W 0 ' cn Z Q LI J z a wj Ma M� W > W �o W C)z 0 W a Lu LU � � J y W Q >M Z a O� O ILL_ O OO JOB NO: 1308-21 SCALE: lot =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 12/08/21 AF UPDATES PER REVISED SURVEY 12/14/21 AF INFILTRATION BASIN GRADE REVS, 5/06/22 AF STORMWATER REVISIONS 5/19/22 AF POND GRADING UPDATES 6/20/22 AF NYSDOT REVISIONS 6/22/22 AF NYSDOT COORD. 6/30/22 AF NYSDOT COORD. 7/07/22 AF UTILITY COORD. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT©2022 MARATHON ENG. ()F NEW �P �4CVONLEy,,,� -� co � � �ysFo NO. 086648 ��G= OFESSIOXA \ ADAM M. FISHEL J DRAWING TITLE: Utility Plan 5of15 SHEET No: C-4.0 1308-21 J \ JOB No: DRAWING No: J KEY BOTANICAL NAME AC ACER X. FREE. "CELEBRATION" AR ACER RUBRIM "RED SUNSET" CK CALAMGROSTIS ACUT. "KARL FOESTER" GP GINKO BIL. "PRINCETON SENTRY" HS HEMEROCALLIS "STELLA D'ORO" JSG JUNIPERUS CHIN. "SEA GREEN" JS JUNIPERUS CHIN. "SPARTAN" PS PANICUM VIRG. "SHENANDOAH" PH PENNISETUM ALOP. "HAMELN" RA RHOS AROM. "GRO-LOW" SS SPIREA JAP. "SHIROBANA" TD TAXUS M. " DENSIFORMIS" VS VIBURNUM P.T. "SHASTA" RESTORATION AND LANDSCAPING 1. GUARANTEE - THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE REQUIREMENTS, MAINTENANCE, AND TIME TO ESTABLISH NEW TURF AND LANDSCAPING ACCEPTANCE BY THE OWNER. LANDSCAPING SCHEDULE 2. TOPSOIL - PLACE A MINIMUM OF 4 INCHES (REQUIRED) OF TOPSOIL ON ALL DISTURBED SURFACES. FINE GRADE TO ESTABLISH THE DESIGN ELEVATIONS AND DRAINAGE PATTERNS. OBTAIN OWNER'S REPRESENTATIVE APPROVAL 0 30 COMMON NAME QUANTITY PLANTED SIZE ROOT REMARKS PRIOR TO SEEDING. 1111116PWIN CELEBRATION MAPLE 1 2-112" CAL. B A B 3. SEED - LAWN AREAS SHALL BE HYDROSEEDED WITH AN APPROVED; SEED MIXTURE, MULCH, AND FERTILIZER. THE SCALE APPLICATION RATE SHALL BE DETERMINED BY CONTRACTOR TO ESTABLISH A "STAND" OF GRASS. THE CONTRACTOR RED SUNSET MAPLE 1 2-1 /2" CAL. B & B SHALL SUBMIT MATERIAL AND APPLICATION SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO APPLICATION. KARL FOESTER REED GRASS 5 #3 CONT. CLUMP PRINCETON SENTTRY GINKO 1 2-1/2" CAL. B & B 4. PLANT STOCK - PLANT MATERIALS SHALL BE IN ACCORDANCE WITH "AMERICAN STANDARD FOR NURSERY STOCK". THE CONTRACTOR SHALL SUBMIT PLANT MATERIAL SPECIFICATIONS TO THE OWNER'S ON -SITE REPRESENTATIVE STELLA WORO DAYLILY 24 #2 CONT. CLUMP FOR APPROVAL PRIOR TO DELIVERY TO THE SITE. SEA GREEEN JUNIPER 19 24" HT/SPR B & B 5. PLANT LOCATIONS - THE PLANT LOCATIONS DEPICTED ON THE PLAN MAY BE FIELD ADJUSTED (SO THEY DO NOT INTERFERE WITH UTILITIES) AND TO THE SATISFACTION OF OWNER'S REPRESENTATIVE. SPARTAN JUNIJPER 3 6-7' HT B & B 6. PLANTING BEDS - PROVIDE TWELVE INCHES (12") OF TOPSOIL, WEED FABRIC (AS DIRECTED BY OWNER), AND THREE SHENANDOAH SWITCH GRASS 16 #3 CONT. #3 CONT. INCHES (3") OF MULCH AT PLANTING BEDS, UNLESS SPECIFIED OTHERWISE ON DRAWINGS. HAMELN FOUNTAIN GRASS 10 #3 CONT. #3 CONT. GRO-LOW SUMAC 19 18-24" SPR. #2 CONT. HEAVY Statistics SHIROBANA SPIREA 8 180' SPR #3 CONT Description Symbol Avg Max Min Max/Min Avg/Min DENSIFORMIS YEW 9 24" SPR B & B PHASE I PARKING SUMMARY X 2.1 fc 5.4 fc 0.5 fc 10.8:1 4.2:1 SHASTA VIBURNUM 4 4' HT. B & B PROPERTY LINE + 0.0 fC 0.1 fC 0.0 fc N/A N/A SPILL SUMMARY + 0.7 fc 5.7 fc 0.0 fc N/A N/A PHASE II PARKING SUMMARY X 2.1 fc 4.4 fc 0.4 fc 11.0:1 5.3:1 Schedule Symbol Label Quantity Manufacturer Catalog Number Description Number Lumens Light Loss Total Lamp Wattage Lamps Per Lamp Factor Lumens Distribution S 5 Lithonia Lighting DSX1 LED P3 401, DSX1 LED P3 40K T5S MVO _T 1 13088 0.92 13088 102 A T5S MVOLT TYPE VS, BUG RATING: B3 - UO - G1 S 7 Lithonia Lighting DSX1 LED P3 40F DSX1 LED P3 40K BLC MV0 _T 1 10309 0.92 10309 102 B BLC MVOLT TYPE III, SHORT, BUG RATING: B1 - UO - G2 3 Lithonia Lighting DSX1 LED P3 401, DSX1 LED P3 40K RCCO 1 7671 0.92 7671 102 TYPE IV, MEDIUM, BUG S C RCCO MVOLT MVOLT RATING: B1 - UO - G3 LIGHTING NOTES 1. THE LIGHTING INFORMATION PRESENTED ON THIS PLAN IS AS PROVIDED BY POINT SOURCE GROUP ON 9/16/21. CONTRACTOR SHALL COORDINATE FINAL LIGHTING LAYOUT WITH POINT SOURCE GROUP. 2. THE CONTRACTOR SHALL REFER TO THE ELECTRICAL PLANS FOR ROUTING OF ELECTRIC TO SITE LIGHTING. PROJECT SITE r m z 0 0 0 m STAR RD. (COUNTY ROUTE 120C) LOCATION MAP N.T.S. SEED & MULCH SEED MIX SHALL BE TOWN & COUNTRY SEED MIX AS MANUFACTURED BY GROSSMAN SEED CORPORATION. SEED MIX SHALL CONSIST OF: 30% CREEPING RED FESCUE 20% GATOR 3 PERENNIAL RYEGRASS 20% ALL STAR 3 PERENNIAL RYEGRASS 20% KEYSTONE 2 PERENNIAL RYEGRASS 10% KENTUCKY BLUEGRASS 98 / 85 SEEDING RATE SHALL BE 6LBS./ 1000 S.F. 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O 0 JOB NO: 1308-21 SCALE: 1" =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11 /01 /21 All COUNTY & NYSDOT RE -SUBMITTAL 12/08/21 All UPDATES PER REVISED SURVEY 12/14/21 All INFILTRATION BASIN GRADE REVS. IT IS A VIOLATION OF NEW YORK ST. TE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT©2021 MARATHON ENG. ()F NEW �I",CYJNO� NO. 086648 �2 �OROF-ESS101A ADAM M. FISHEL , DRAWING TITLE: Lighting & Landscaping Plan 6of14 SHEET No:. C-5.0 1308-21 \ JOB No: DRAWING No: / I% FILL GAPS BETWEEN LOG AND SOIL SURFACE WITH ON -SITE MATERIAL COMPACTED TO A HEIGHT OF NO MORE THAN %3 THE LOG DIAMETER WORK AREA �tlIIIIPIIIIII In �ll&F,IHI Lli�r. 1,7nullhil2 M/N. 2" X 2" X 36" HARDWOOD STAKE ® 10' O.C. - 12 " D/A. SILT SOCK AREA TO SE PROTECTED III�I�I ull Ill;lr rll Ulu fl �uul,� N IIIIIfIIfIIIIIYIvIfIIIIIIIINIIIINIIIIIVIIIIfIII 1411 Ill�I-211 I I'lfl ill'IIIIi ill INN lVl Ill II flivV,llll�lllMlil� Illlli Nlff NOTES.- 1. EXCAVATE A SHALLOW TRENCH AT THE TOE OF SLOPE SLIGHTLY BELOW BASEFLOW. 2. PLACE THE ROLLE IN THE TRENCH AND ANCHOR WITH 2" X 2" POSTS SPACED AT 10' O. C. J. SILT SOCK ALONG EDGE OF PAVEMENT CAN BE REMOVED UPON COMPLETION OF FINAL PAVING OPERATIONS. 4. USE F/L TREXX S/L TSOXX OR APPROVED EQUAL. EROSION CONTROL SILT SOCK 1 SCALE: N.T.S. (WITHIN NYSDOT R.O.W. ONLY) 10' END SECTION x 17 S�opF (VgRIFS) END SECTION ROCK RIP RAP CONFORMING TO NYSDOT LIGHT STONE FILL PER NYSDOT STANDARD SPECIFICATION SECTION 733 INVERT NYSDOT ITEM 620.03 THICKNESS SHALL BE EQUAL TO 2 TIMES THE DIAMETER OF THE / LARGEST STONE (MIN. 12") SEPARATION FABRIC J SRO'° f NOTE: 1.) RCP END SECTIONS SHALL CONFORM TO NYSDOT SPEC. # 706-06 2.) HDPE PIPE END SECTIONS SHALL CONFORM TO NYSDOT SPEC. # 707-10 4 PIPE OUTLET PROTECTION SCALE: N.T.S W TOP OF STONE •R 12" THICK LIGHT STONE FILL NYSDOT ITEM #733 NOTES: 1. GRADE SUBGRADE BELOW RIP -RAP PAD SMOOTHLY BEFORE PLACING THE STONES. 2. PLACE SEPARATION FABRIC UPON SUITABLE SUBGRADE PRIOR TO PLACEMENT OF STONES. 3. ALL STONES TO BE SPACED 1"-3" APART AND PLACED BY HAND. 4. RIP -RAP SHALL BE GROUTED WITH LEAN GROUT SUCH THAT NO CAVITY OR VOID SHALL EXIST UNDER THE STONES 5. EXTEND GROUTED SPILLWAY DOWN THE INSIDE AND OUTSIDE OF THE POND. 4. CREST ELEVATION NOTED IN THIS DETAIL SHALL BE TOP OF STONE SPIT I ►AIAv 1n WIDTH, W Mrl,;T F1 F1/AIIfW TOP OF STnNF INFILTRATION BASIN 10.0 FT 1163.60 ±1165.60 CREST ELEVATION (:D EMERGENCY SPILLWAY OUTLET CONCRETE WASHOUT SIGN 0 BERM 3:1 = 25' MIN = m 3:1 8' X 8' MIN_ 3:1 3:1 c AL BERM PLAN VEHICLE TRACKING CONTROL (SEE VTC DETAIL) OR OTHER STABLE SURFACE 12" TYP. COMPACTED BERM AROUND 1r 4 THE PERIMETER f- 2% SLOPE tL_ 3' MIN 3 UNDISTURBED OR I s COMPACTED SOIL 8' X 8' MIN VEHICLE TRACKING CONTROL (SEE VTC DETAIL) SECTION NOTES: 1. CONTRACTOR TO VERIFY SIZE REQUIREMENTS BASED ON ANTICIPATED VOLUMES OF CONCRETE WASHOUT. 2. CONCRETE WASHOUT SHOULD BE PLACED TO NOT ACCEPT SURFACE RUNOFF. 3. IF WATER DOES NOT EVAPORATE AND IS GREATER THAN 75% FULL CONTRACTOR SHALL REMOVE LIQUIDS AS REQUIRED BY THE LOCAL AUTHORITY (SAN SEALER OF VAC TRUCK) 4. PROVIDE MINIMUM AGGREGATE OF 10 MIL PLASTIC AS LINER. SECURE LINER TO PREVENT INFILTRATION & REPLACE AS NECESSARY FOR TEARS. DCONCRETE WASHOUT AREA SEE PLAN I, 50' WK. LENGTH MEASURED ALONG t OF CONSTRUCTION ENTRANCE SEE NOTES I AND 2) HIGHWAY EDGE OF PAVEMENT 24 GE TRANSITION (TYPJ WASHING AREA, V MIN. (SEE NOTE 2) =I OF�AAVELEDLAW G" CRASHED STONE OR GRAVEL ION. 12" MIN. COVER DYER PIPE 12" ITYPJ GEOTEXTIL STRENGTH C T1014 FILL, MATERIAL MEETING THE REQUIREMENTS OF EMBANKMENT MATERIAL. GRADE AS NECESSARY TO PROVIDE SMOOTH SAG ORIGINAL VERTICAL CURVE ALONG CONSTRUCTION GRADE .-A-. - -- n DRAINAGE PIPE. 12" NUN. IF NECESSARY TYPICAL CONSTRUCTION ENTRANCE PROFILE (CUT AND DITCH SECTIONS) HIGHWAY EDGE OF 50' MIN. LENGTH MEASURED ALONG t OF CONSTRUCTION ENTRANCE (SEE NOTES I AND 2) PAVEMENT _ I OUTSIDE EDGE OF TRAVEL L LANE SAYE SLOPE, 24' TRANSITION (TYPJ AS TL AREA FOR WASHDD OPERATIONS AT TOP OF SLOPE (SEE NOTE 21 TYPICAL CONSTRUCTION ENTRANCE PROFILE FILL SECTIONS) I I I I I I I I DRAINAGE PIPE I (SEE NOTE 3) I I 1 I I I 1 JI I I 1 1 I I 1 1 1.5 I I 1 I , I I I I I I j 1 I 1 I I I I I I 1 I _ I I 1 I WMIN. LENGTH "L' MEASURED ALONG t OF COSTRUCTIINI ENTRANCE I 1 19 11 t- - ------------------I----,-I-------- - I i i SKEW ANGLE 6-� 1 I 1 I 1 I I Lj I 1 I I TEMPORARY SEED AND MULCH I 1 1 I 1 I I I I 1 I I I 1 �I 8 IW TYPICAL CONSTRUCTION ENTRANCE PLAN (CUT/DITCH AND FILL SECTIONS) NON -WOVEN NEEDLE PUNCHED GEOTEXTILE FABRIC BELOW STONE 2"-3 THICK LAYER OF WASHED 1 & 2 GRAVEL EARTH SLOPE SEE PLANS a° SEE PLAN FOR BASIN DIMENSIONS AND SURFACE AREA y INF11 TRAmnN 7nNF THE CONTRACTOR SHALL AVOID OVER -COMPACTION OF THIS AREA THROUGHOUT CONSTRUCTION OINFILTRATION BASIN APPLICATION NOTES, A. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE OR ELIMINATE THE TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY OR STREETS. NOTES, 1. MODIFEATIONS MAY BE REQUIRED TO MATCH FIELD CONDITIONS. 2. A 30' WASH AREA SHALL BE PROVIDED, ADDITIONAL GRADING MAY BE REQUIRED TO PROVIDE WASHING AREAS. 3. PROPOSED DRAINAGE PIPES SHALL BE SIZED WITH SUFFICIENT CAPACITY TO CARRY DITCH FLOWS (12' MINJ. ALTERNATIVE WAYS OF TRANSPORTING DITCH DRAINAGE ACROSS CONSTRUCTION ENTRANCES WAY BE PROPOSED BY THE CONTRACTOR FOR APPROVAL BY THE ENGINEER. 1. THE CONTRACTOR SHALL GRADE TO PREPARE AND SMOOTH ORIGINAL GROUND FOR PLACEMENT OF 6" OF *3 CRUSHED STORE OR GRAVEL ENTRANCE MATERIAL LIP TO THE EDGE OF PAVEMENT. 5. DRAINAGE PIPES OVER 2O' DIA. THAT ARE NOT BEHIND ROADSIDE BARRIER SHALL INCLUDE SAFETY END SECTIONS OR CRATING TO ENSURE TRAVERSABILITY. L LAYOUT DRIVEWAY OPENING PER TAPER METHOD OF LAYOUT FOR A MDIDR COMMERCIAL DRIVEWAY ON STANDARD SHEET TITLED "DRIVEWAY ENTRANCE LAYOUT'. 7. DETERMINE DRIVEWAY WIDTH "I' FROM THE MINOR COMMERCIAL DRIVEWAY CLASSIFICATION OF TABLE 1 ON STANDARD SHEET TITLED "DRIVEWAY DESIGN GUDELDES'. L PERIDUIC MAINTENANCE MAY BE REQUIRED AND COST OF THIS MAINTENANCE ILL BE INCLUDED IN THE UNIT PRICE BID. 03 CRUSHED STONE OR GRAVEL---.- WID-ISEE NOTE T) 1& SLOPE (TYPJ FLL MEETING THE REQUREIENTS \\\ DEIGRT 6"1 OF EMBANKMENT MATERIAL DIRECTION OF SURFACE G" GRADE TO ORO RUNOFF FLOW W DIECTIOI OF SEE TABLE 1 SEE NOTE 5�-X 1 BOTTOM OF DITCH TYPICAL CONSTRUCTION ENTRANCE SECTION TABLE I I STATE OF NEW YORK X HIGHWAY SPEED CONDITION DEPARTMENT OF TRANSPORTATION 2 ALL SPEEDS - PROTECTED BY BARRIER 3 - 50 MPH U.S. CUSTOMARY STANDARD SHEET 6 t SO MIN CONSTRUCTION ENTRANCES APPROVED FEBRUARY 09, 2010 ISSUED UNDER EB 09-036 /S/ RICHARD W. LEE, PE. 209-05 (EFFECTIVE DATE: 09/02/2010 FOR THE DEPUTY CHU ENGINEER DESIGN) OSTABILIZED CONSTRUCTION ENTRANCE/EXIT WOVEN WIRE FENCE (MIN. 14 1/2 10' MAX. C. TO C. GAUGE W/ MAX. 6" MESH SPACING) 36" MIN. LENGTH FENCE #. i POSTS DRIVEN MIN. 16„ INTO GROUND. T. * B L R HEIGHT OF ' FILTER = 16" G MIN. w 8 MIN. 'k � PERSPECTIVE VIEW 36" MIN. FENCE POST WOVEN WIRE FENCE (MIN. 12, - 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH 20"MIN. FLOW EMBED FILTER CLOTH _ /- UNDISTURBED GROUND A MIN. OF 6 IN GROUND. COMPACTED SOIL -j 16"MIN. - 4" IV - CONSTRUCTION SPECIFICATIONS SECTION VIEW 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES, POSTS SHALL BE STEEL "T" OF "U" TYPE OF HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 10OX, STABLINKKA T140N, OR APPROVED EQUIVALENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 6. ENVIRO-FENCE WITH INTEGRAL MESH IS ACCEPTABLE SUBSTITUTE. (D SILT FENCE SCALE: N.T.S MARATHON ENGINEERING ROCHESTER LOCATION 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 ITHACA, NY 1 4850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com ■ O J w Z v% LV o Lu CO) Za z Q a v ou) Z W � � O O �oza �o U) Z o Lu M W r o Of > 0-W �0 W12 J o� W Lu a Lu F >� WJ o in� Z a 0 o o IL O z 0 JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11 /01 /21 AF COUNTY & NYSDOT RE -SUBMITTAL 12/08/21 AF UPDATES PER REVISED SURVEY 12/14/21 AF INFILTRATION BASIN GRADE REVS. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT©2021 MARATHON ENG. OF NCtV P 40wNLErF� �O All * r h � NO. 086648 pROFESSIONP� ADAM M. FISHEL DRAWING TITLE: Detail Sheet (1 of 4) 7of14 SHEET No: C-6.0 1308-21 JOB No: DRAWING No: E.6" TO 2.4" 50% - 65% OF 0.65" MIN. BASE DIAMETER 00000 0000000000 0000000000 02' 0000000000 f 0.9" to 1.4" DOME SPACING DOME SECTION DETECTABLE WARNING FIELD DETECTABLE WARNING FIELD FLARED SIDE (TYP.) SLOPE 1:10 Ld 2'-0" LO CURB 6" MIN. FULL DEPTH 8" MAX. 6'-0" I 5'-0" MIN. 6'-0" TRANS. FLUSH CURB TRANS. DETECTABLE WARNING FIELD I" I I C 1 /FT. I I z _j 1 /FT. SLOPE SLOPE D- N 1mm\�La jJ11HEM w w 2'-0" i = 6" MIN. 8" MAX. 6'-0" SEE PLAN 6'-0" CURB TRANS. FLUSH CURB TRANS. NOTES: 1. SURFACE TEXTURE OF RAMP SHALL BE COARSE BROOM FINISHED TRANSVERSE TO RAMP. 2. REFER TO TYPICAL SIDEWALK DETAIL FOR MATERIAL SPECIFICATIONS. 3. DETECTABLE WARNING FIELD SHALL EXTEND THE FULL WIDTH OF CURB RAMP OR FLUSH SURFACE. 4. DETECTABLE WARNING FIELD SHALL BE "DARK GREY" IN COLOR, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS, OR AOBE. 5. DETECTABLE WARNING FIELD SHALL BE ADA SOLUTIONS WARNING SURFACE - 'CAST -IN -PLACE TACTILE REPLACEABLE' OR EQUAL. ACCESS RAMP 1 0-0 T_ arm 6" TYP. SEE PLAN - -1 5" CONCRETE 1/2" NON -EXTRUDING JOINT FILLER jjj ° D D ° ° �%���� ` 4" SUBBASE MATERIAL N.Y.S.D.O.T. ITEM No. 304.14 D -- 5/8" DIAMETER 10" LONG SMOOTH DOWEL. GREASE ONE END, LOCATE 12" D D ° ° ° D FROM END OF SLAB & 18" O.C. ° D° D D D ° ELASTOMERIC JOINT SEALER D' FIRST SLAB D 1 /2" PREFORMED JOINT FILLER D ° ° -III-III-III II -� D D ° ° D ° SECOND SLAB D D/2 ° D 4" �" ° h CONSTRUCTION JOINT r 1/3 SLAB THICKNESS G I> D D D p D D ° D D ° p� D ° D p ° D D °D D D p p 1/8" WIDE SAWCUT CONTROL/SCORE JOINT A 1-1/2" HOT MIX ASPHALT TOP COURSE N.Y.S.D.O.T. ITEM No. 402.098304 2-1/2" HOT MIX ASPHALT BINDER COURSE N.Y.S.D.O.T. ITEM No. 402.198904 9" CRUSHED STONE SUBBASE, N.Y.S.D.O.T. ITEM No. 304.14 (TYPE 4) WELL COMPACTED SUBGRADE GEOTEXTILE FABRIC - MIRAFI 50OX OR AS DIRECTED BY ENGINEER REGULAR DUTY PAVEMENT SECTION 5 NOTES: 1. CONTRACTOR TO CLEAN AND TACK COAT BEFORE PLACING TOP COAT IF BINDER IS CONTAMINATED OR GREATER THAN 30 DAYS PASSES BETWEEN PLACEMENT OF BINDER AND TOP 2. PAVEMENT SPECIFICATION NUMBERS REFERENCE THE 2008 NYSDOT STANDARD SPECIFICATION BOOK 1-y2" f- 6" - -_. C70 - L 1-1/2" HOT MIX ASPHALT TOP COURSE N.Y.S.D.O.T. ITEM No. 402.098304 2-1/2" HOT MIX ASPHALT BINDER COURSE N.Y.S.D.O.T. ITEM No. 402.198904 12" CRUSHED STONE SUBBASE, N.Y.S.D.O.T. ITEM No. 304.14 (TYPE 4) WELL COMPACTED SUBGRADE GEOTEXTILE FABRIC - MIRAFI 50OX OR AS DIRECTED BY ENGINEER HEAVY DUTY PAVEMENT SECTION 9 NOTES: 1. CONTRACTOR TO CLEAN AND TACK COAT BEFORE PLACING TOP COAT IF BINDER IS CONTAMINATED OR GREATER THAN 30 DAYS PASSES BETWEEN PLACEMENT OF BINDER AND TOP 2. PAVEMENT SPECIFICATION NUMBERS REFERENCE THE 2008 NYSDOT STANDARD SPECIFICATION BOOK z 0 0 I SECTION VIEW CONCRETE PAVEMENT NOTES: 6" - 4000 PSI CONCRETE 6" CRUSHED STONE SUBBASE NYS-DOT ITEM 304.14 TYPE 4 GEOTEXTILE FABRIC AS DIRECTED BY ENGINEER WELL COMPACTED SUBGRADE 1. ISOLATION JOINTS TO BE CONSTRUCTED AT BUILDING, CURBING, AND FIXED OBJECTS. 2. CONTROL JOINTS TO BE MADE EVERY 12 FEET ON CENTER. 3. THE LARGER DIMENSION OF ANY PANEL SHALL NOT EXCEED 125% OF THE SMALLER DIMENSION 4. SAW CUT CONTROL JOINTS TO 1/3 SLAB THICKNESS WITHIN 24 HOURS OF CONCRETE PLACEMENT. 5. ALL EXPOSED CONCRETE SURFACES TO RECEIVE A BROOM FINISH. 6. ALL EXPOSED CONCRETE TO RECEIVE TWO COATS OF MEMBRANE FORMING SEALER. 7. CONCRETE SHALL ACHIEVE 4000 PSI COMPRESSIVE MINIMUM STRENGTH AT 28 DAYS. 8. CONCRETE SHALL HAVE AN AIR CONTENT OF 6.0 PERCENT f 1.5 PERCENT. 9. CONCRETE SLUMP SHALL NOT EXCEED 4 INCHES. OCONCRETE PAVEMENT f V-0" x V-6" x 0.080 ALUM. RESERVED HANDICAPPED PARKING SIGN. PARKING SIGN TO READ " RESERVED PARKING" WITH IDENTIFICATION SYMBOL. BOLT TO STEEL TUBE WITH �p NUTS &WASHERS 1'-0" x 0'-6" x 0.080 ALUM. HANDICAPPED PARKING SIGN. VAN SIGN TO READ 'VAN ACCESSIBLE" ACCESSIBLE PLACE AT LOCATIONS SHOWN ON PLAN. BOLT TO STEEL TUBE WITH NUTS & WASHERS LA NO L� PARKING 0 2" x 2" PERFORATED GALVANIZED SQUARE TUBING (12 GA.) r� 6" DIA. STD. STEEL PIPE FILLED W/CONC. PAINT = TRAFFIC YELLOW -I PAVEMENT OR GRADE - SUBBASE COURSE - I I -III- • • • � I I III I- - II�II- r#6-14" SUBGRADE I LONG REBAR "' • �. EACH WAY THROUGH PIPE 2,500 PS1 CONCRETE 9" 9 RESERVED PARKING SIGN 0 ° 2" x 2" PERFORATED ° GALVANIZED SQUARE TUBING ° (12 GA.) 0 0 0 0 6" DIA. STD. STEEL PIPE FILLED W/CONC. PAINT TRAFFIC YELLOW PAVEMENT OR GRADE I. - SUBBASE COURSE �IbI-III�II' III I..'.� •���I� 11El 1 -III-III= MI . LI IMi SUBGRADE I -- V-#6-14" LONG REBAR �• ,' EACH WAY THROUGH PIPE ,,� 2,500 PS1 CONCRETE 9" 9 NO PARKING SIGN SECTION VIEW �{ 1 /8" SAWCUT r 1/3 SLAB THICKNESS j v D D p D ° Dp D { D p n O D CONTROL/SCORE JOINT COMPACTED SUBGRADE - 5/8" DIAMETER 10" LONG SMOOTH DOWEL. GREASE ONE END, LOCATE 12" FROM END OF SLAB & 18" O.C. FIRST SLAB - ELASTOMERIC JOINT SEALER % 1/2" PREFORMED JOINT FILLER SECOND SLAB ° p D D ° D p ° ..vr o ° D N 4" 6�� ° o n . CONSTRUCTION JOINT NOTES: 1. CONCRETE SHALL BE 4000 PSI AIR -ENTRAINED MIX. 2. CONCRETE SURFACE SHALL RECEIVE A BROOM FINISH (IF NOT SPECIFIED AS EXPOSED AGGREGATE CONCRETE) AND TWO COATS OF A MEMBRANE FORMING SEALER AT RATES SPECIFIED BY PRODUCT MANUFACTURER. 3. EXPANSION JOINTS SHALL BE PROVIDED AT FIXED STRUCTURES AND AT LEAST EVERY 30' ALONG THE SIDEWALK. 4. CONSTRUCTION JOINTS WITH DOWELS SHALL BE PROVIDED AT SUBSEQUENT POURS. 5. CONTROL JOINTS SHALL BE LOCATED AS SHOWN ON PLAN AND IN ACCORDANCE WITH ACI 330-R92. THESE JOINTS SHALL BE COMPLETED WITHIN 24 HOURS OF CONCRETE PLACEMENT. 6. SCORE PATTERN - SCORING PATTERN SHALL BE 5' X 5' SQUARE, MAY VARY IN CERTAIN AREAS -COORDINATE WITH OWNERS ONSITE REP PRIOR TO SCORING SIDEWALKS. 7. SIDEWALKS SHALL HAVE A MINIMUM 0.5% AND MAXIMUM 2.0% CROSS SLOPE TO PROVIDE POSITIVE DRAINAGE. CROSS SLOPE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND ENTRANCES. 8. 'SNAP -CAP' OR EQUAL SHALL BE USED FOR PROTECTING TOP EDGE OF EXPANSION JOINTS. 9. SEE CURBING DETAIL FOR DOWELING WHEN ADJACENT TO CONCRETE CURBING. OCONCRETE SIDEWALK 3 MATCH ADJACENT CURB 3' MIN. GRADE LINE--, 6" II - - r r 3/8 CAP SCREW (ZINC PLATED) SIGN FACE 3/8 " FLAT WASHER (ZINC PLATED) POST WITH (T PARKING 2" DIA. ANYTIME SIGN (TYP. OF 3) END FLUSH CURB ALUMINUM PIPE START FLUSH CURB POST WITH RESERVED ACCESS RAMP WITH SECTION 3/8 " HEX NUT % SECTION PARKING SIGN, TYP. OF 6 DETECTABLE WARNING (ZINC PLATED) / i i SECTION A - A FLUSH CURB :. iiiiiiiiEiaiii iiiiiiiii iiiiiii iiiisi iiri°si'si'r.°c=. SIDEWALK i'ii::i. �i�iiiii=imi SECTION iiiiiiiii ::iiiasiiiiiix:: - eii'rri s s p: ns»es.sa� :s�::„::sl••::s::sses::iii = :n::::se::::::::: 1 ie#I ixld;ne6u 4iiiii£iii: e's:::::::i::::::ss:::siiz'�e JL S � JL S I Z a J \-4" SOLID n WHITE w PAVEMENT MARKING (TYP.)--,, SEE PLAN 8'-0" _ /_TYP. ////����12 i�TYP. WHITE SYMBOL ON BLUE BACKGROUND 45- IN ACCORDANCE WITH SECRETARY OF STATE PURSUANT TO SECTION ONE HUNDRED ONE OF THE EXECUTIVE LAW.(TYP.) 8'-0" 8'-0" 8'-0" 8'-0" W-0" 8'-0" 8'-0" 8'-0" _ 72'-0" TYP. FOR RESERVED PARKING STALLS PARKING NOTE: ALL ACCESSIBLE PARKING AND ROUTES SHALL BE CONSTRUCTED CONSISTENT WITH THE MOST CURRENT ADA GUIDELINES. IN GENERAL ALL PARKING AND LOADING ZONES SHALL HAVE NO MORE THAN 2.0% SLOPE IN ANY DIRECTION. PRIOR TO PAVING CONTRACTOR SHALL VERIFY SLOPES AND REPORT ANY SLOPES GREATER THAN 2% TO THE ENGINEER. RESERVED PARKING AND SIGNAGE 10 OCURB TRANSITION S I °I I I I I I I z I I I I �s I a I Id 4 I I A 9 I I I° I a I I I I A r b ° A A CAST -IN -PLACE OR FORMED 9. CONC. CURB, 4,000 P.S.I. AIR -ENTRAINED CONCRETE - - FINISH (RUBBED) CONC. y 8" #4 BAR - EMBED 3" IN CURB TO A UNIFORM SURFACE R=3/4" EVERY 3' O.C. ALONG CURB _ V If SIDEWALK (SEE DETAIL) TACK -COAT to ° �p . k FACE OF CURB ° D D (� ° ° D 0 - CO ti. LSEE PAVEMENT ° SECTION I I T ENGINEERING ROCHESTER LOCATION 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com r � iL� II11111 ■ 3" CRUSHED STONE OR DRY CONCRETE MIX LEVELING COURSE NOTES: J 1. PROVIDE 7" REVEAL AT DROP INLETS 2. PROVIDE CONSTRUCTION JOIA Amok NTS AT 20' INTERVALS AND EXPANSION JOINTS AT 80' MAXIMUM SPACING. EXPANSION JOINTS SHALL BE FORMED CA W WITH PRE -MOLDED BITUMINOUS JOINT FILLER AND REBAR TO PREVENT SEPARATION. CONCRETE CURB to z Q (: D Z �- a MJ mj O -ASPHALTIC CONCRETE TOP COURSE, RE DETAIL O 12„ 8•, TOPSOIL x Cc I �I +ecpj z cd _i ■ZQ7 v O W� ASPHALTIC CONCRETE BINDER mi RE: DETAIL HAND FORM ASPHALT DIKE AS SHOWN ui W STONE SUBBASE, RE: DETAIL NOTES: W 0 1. REFER TO APPLICABLE ASPHALT PAVEMENT SECTION FOR Q THICKNESSES AND MATERIALS ASSOCIATED WITH PAVEMENTmi SECTION. � W ASPHALT DIKE Wm 10 >= ASPHALTIC DIKE, RE: DETAIL- 0 12" 1 V� ARI STONE SUBBASE, RE: DETAIL NOTES: 1. REFER TO APPLICABLE ASPHALT PAVEMENT SECTION FOR THICKNESSES AND MATERIALS ASSOCIATED WITH PAVEMENT SECTION. 8 ASPHALT DIKE TRANSITION 3" X 10" PRESSURE TREATED TIMBER RAIL (CONTRACTOR SHALL HAVE MATERIAL 10"X10"PRESSURE APPROVED BY OWNER PRIOR TO INSTALLATION) TREATED TIMBER POST 10'f SEPARATION DISTANCE 11 TIMBER GUIDERAIL .I s►I RECESS 5/8" CARRIAGE BOLT WITH WASHER AND HEX NUT I I I i °I I as I I I I I I I I I nl a n 3000 PSI CONCRETE I I° I I J I I I ° 1 I � I ° d 18° M � LLI z O � Ofo co :z O U JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11/01 /21 AF COUNTY & NYSDOT RE -SUBMITTAL 12/08/21 AF UPDATES PER REVISED SURVEY 12/14/21 AF INFILTRATION BASIN GRADE REVS. IT IS A VIOLATION OF NEW YORK STnTE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT©2021 MARATHON ENG. �F NEw 4CwNLtYF �0 NO. 086648 OFESSIONP� ADAM M. FISHEL DRAWING TITLE: Detail Sheet (2 of 4 ) 8of14 SHEET No: C-6.1 1308-21 / JOB No: DRAWING No: / UNPAVED PAVED FOR PAVEMENT AREAS: \ SEE PAVEMENT SECTION T SYRACUSE CASTING # 4155, FIELD INLET DROP INLET ' 4" TOPSOIL I TOPSOIL-1SEE "TYPICAL PAVEMENT SECTION OR DPW 104-A, OR EQUAL BRASS SCREW PLUG IN FRAME & COVER INSTALLED TREADED HUB (HSES) 67) 111IARA T 04, " FLUSH WITH FINISHED GRADE I (NO SUBSTITUTES) INLET FRAME & GRATE TO - f - I 111=III GRADE ENGINEERING MEET N.Y.S.D.O.T. STANDARD III I -I MI f —� ROCHESTER LOCATION SHEET 655-01 - GRATE COMMON BACKFILL PLACED AND\ -III SEWER I SIZE #6. COMPACTED IN 12" LIFTS \ - _ _ _ _ _ _ 1=1I f 3 9 CASCADE DRIVE \ - -III _ _ \ ROCHESTER, NY 14614 FRAME SHALL BE SET- \ "ROB" BACKFILL PLACED AND -III III I I I C.O.j 5 8 5 - 4 5 8- 7 7 7 0 \ ------ T COMPACTED IN 12 LIFTS �I= III= ITHACA LOCATION 1" BELOW FINISHED SLOPED EXCAVATION AT � - =I II Ply �4...... FINISHED GRADE-;,PAV'T. \ COMMON T- - TYP. PAVEMENT SECTION CONTRACTORS OPTION —I III- I 840 H A N S H A W R D, S T E 6 I, PROVIDE SHEETING AS \ BACKFILL I I - - - o - - I= LETTERING 1" TO 3" -/ 17" ITHACA NY 1 4 8 5 0 NECESSARY TO MEET COMPACTED "ROB" =I I o I ON COVER CLEARANCE I 6 0 7- 2 4 1- 2 9 1 7 BACKFILL WITH R.O.B. / OSHA STANDARDS & COMPACTED FILL / _ - GRAVEL IN 12 LIFTS www.marathoneng.com REQUIREMENTS. SLOPED EXCAVATION AT / I' TAMPED IN 6" LAYERS ANGLE FRAME j WELD BOTH e 3/8"0 TOP &BOTTOM Q�v CONTRACTORS OPTION- 3"x2 1/2"x 3/8" j SIDES v o " o o v ALL SIDES SPRING LINE o Q� O ° • I PROVIDE SHEETING AS L DWV, PVC, FEMALE ADAPTOR, / o 0 2 o \- _ oo O oo UNIFORM MIXTURE OF N0. 1 NECESSARY TO MEET OSHA I IP THD X SOCKET ■ rz ANCHOR (SEE DETAIL) - °oo °Q0 AND NO. 2 CRUSHED STONE STANDARDS & REQUIREMENTS. Y SUPPORTING ANGLE 5 TO PROPOSED WAL'C o°o°Oo°r C° - °� pOoo° - - -- - - -0 " 3/8"0 v 5"x3 1 /2"A /2" 0 REBAR r 2" 12" PIPE 12" = v KEYWAY MIN. O.D. MIN. I LATERAL RISER- v v - SCHEDULE 40 (ASTM D-2665) NOTE: L1J REINFORCEMENT SHALL BE #4 I VARIES v BARS ® 12" ON CENTER REQUIRED TRENCH Wl STORM PIPE OR SDR 21 (ASTM D-2241) IT IS RECOMMENDED THAT ALL SOLVENT WELD JOINTS BE MADE Z SEE PLANS EACH WAY =I �Q AS FOLLOWS: LL � a _ v ° `' II o° Q O �00 . a. CLEAN DRY HUBS & SPIGOTS ANCHOR _I oo O oo GLUED JOINT b. PRIMER APPLIED TO PARTS BEING CONNECTED. Uj O ANCHOR 6"x4" v BACKFILL WITH #1 & #2 I I- Jo c. PVC SOLVENT WELD CEMENT APPLIED DIRECTLY OVER PRIMER LLJ WELD TO ANGLE "v CRUSHED STONE COMPACTED SANITARY TRENCH =�Ooo UNIFORM MIXTURE OF NO. 1 4"-45' d. PVC TYPE I IS COMPATIBLE FOR SOLVENT WELDING TO SDR 21 (4 REQ'D.) = 6 - -�- b IN 12 LIFTS AND NO. 2 CRUSHED STONE 1/8 LONG SWEEP OR ANY OTHER PVC TYPE I PIPE MADE TO STEEL PIPE < _ _ = BEND STREET. ALL44 ANCHOR DETAIL v v PRECAST SECTION SHALL BE °°O o0C `a Z o o°°o OUTSIDE DIMENSIONS. �. " �� ''=1 I I=III= l 6" X 6" WITH 4" SCHEDULE 40cc � v 6 0 OPENING 3 SIDES v 4000 P.S.I. CONCRETE REDUCING BRANCH (ASTM D-2665) Q o PROVIDE 4" PVC PERF'o v 8" PIPE 8" _ _ _ _ � _ 12" MIN_ PLUG FOR TESTING, PLUMBING CONTRACTOR v PIPE 18 LONG - - - - - DWV PVC WYE GLUED JOINT - SHALL PROVIDE ADAPTER FOR CONNECTING a UNPAVED PAVED MIN. O.D. MIN. r CAST -IN -PLACE CONC. EPDXY GROUT I - = ASTM D-2665 ,, � TO STUB AND EXTENSION INTO THE � v v I SCHEDULE 40 JAB BUILDING. CONSTRUCTION MANAGER SHALL INVERT TO DRAIN (100� SOLIDS) I TOPSOIL SEE "TYPICAL PAVEMENT SECTION" O _ I COORDINATE HORIZONTAL AND VERTICAL060 I I (TEES NOT o p o -� v M �2" RECESS I I I ALLOWED) L` O LOCATION BETWEEN CONTRACTORS PRIOR TO am i I START OF SANITARY LATERAL INSTALLATION. = o 4" STORM TRENCH _ TO of olo m w + y a v II I -III ,� o 0 o w= FROM in � � IIII�II SOLID PIPE MAIN ^ � � � N BLDG. Z • 0 ° 0 °0 00 0° 00o cb6" CRUSHED STONE =II 1 W z O 00 0 n O O o ° 0 n O 0 #1 & #2 -III MII —III III I 11= li-61 SECTION VIEW s' + 1/2 o.D. �,BACKFILL WITH SELECT Z� QNOTES.FILL, COMPACT IN A I I - - - - - -= � �/��,� (nMAXIMUM OF 8" LIFTS =III PUSH ON 1.) PRE -CAST INLET SECTIONS SHALL BE MANUFACTURED BY KISTNER, MODEL No. CB-24 (WITH KEYWAY) _Glued Joint NEOPRENEW i-Q OR APPROVED EQUIVALENT. ' COMPACTED CRUSHED GASKET Z Rl - 4"-SDR-21 Lateral 2. THE INSIDE & OUTSIDE WALLS OF INLET SHALL BE COATED WITH BITUMASTIC. SLOPED EXCAVATION AT h =1 - STONE STONE FILL min M V ) CONTRACTORS OPTION - - - - - - T ASTM D-2241 NO. 1 WASHED STONE W BEDDING PUSH ON STONE BEDDING O PROVIDE SHEETING AS OR A MIX OF N0. 1 � QZ NECESSARY TO MEET OSHA - BACKFILL WITH SELECT FILL, NEOPRENE GASKET AND NO. 2 WASHED STONE W U DROP/ FIELD INLET STANDARDS & REQUIREMENTS. COMPACT IN A MAXIMUM OF 8" DEPTH = 1/2 OD + 12" MIN. Uj Q LIFTS TO 2' BELOW ASPHALT O 1 I °O 00 Do z ° SUBGRADE. TOP 2' BELOW PVC SANITARY CLEANOUT DETAIL O°°°O° g O °00 _ �- ASPHALT SUBGRADE TO BE ITEM t Z 000Q-02:; II 4 BAS MATERIAL, SEE TOWN SCALE: N.T.S 00 o ROAD SPECS. W W Q EJ CASTINGS OR APPROVED o000 I WATER MAIN > J 0°00 - FRAME LID/ GRATE EJ Q EQUIVALENT -I o-CASTINGS #120319-SOLID,0o°o ° UNIFORM MIXTURE OF N0. 1 FINISHED GRADE #00120309-CATCH BASIN, OR WWATERTIGHT PICK HOLE iDo AND NO. 2 CRUSHED STONE APPROVED EQUIVALENT. FOR PAVEMENT AREAS: 0 CASTIRON MANHOLE FRAME AND COVER °° 0�0 SYRACUSE CASTING # 4155,SET IN MORTAR BED WITH MORTAR 00 I, OR DPW 104-A, OR EQUAL BRASS SCREW PLUG INFILLET ALL AROUND o o FRAME &COVER INSTALLED TREADED HUB H FINISHED GRADE 0°po0�000a ECCENTRIC FLAT SLAB °� °a BRICK &MORTAR, 3 COURSES - FLUSH WITH FINISHED GRADE ( S 67) 43SLOPE SLOPE o''=1 I IIII= I 0 TO BE DESIGNED AND ° MAX. IF REQUIRED TO BRING (NO SUBSTITUTES) co w CONSTRUCTED FOR COVER TO SPECIFIED GRADE. OU - /� H-20 HIGHWAY LOADING. �° a ° 6" a I X \/,\/,\/.\/\/\/\/\/ 8" PIPE 8" W BRICK OR PRECAST SPACERS It Q .0 a 1 GRADE (MAX. 3 COURSES) _ _ _`�� FILL ALL AROUND WITH CONCRETE MIN. O.D. MIN. ° MAX., ° STORM = (�i1 ° ° EXCEPT IN PAVEMENT. COAT WITH p 24 - APPROVED BITUMASTIC COAL TAR ° �-- PRECAST REINFORCED CONCRETE Z Q _ _ _ SEALER. RISER SECTION, CONFORMING TO C.O. REINFORCED PRECAST CONCRETE WATER TRENCH � I .- � „ °� A. S.T.M. C-478. � If m� FLAT COVER SLAB WITH 24 DIA. ° VARIES SEE PLANS a MANHOLE STEPS RISER AND COVER SLAB JOINTS AND ECCENTRIC MASONRY OPENING ° LIFT HOLES SHALL BE FILLED WITH I177l ' ' ' ' ' NON -SHRINK GROUT AND SEALED WITH COAT INSIDE AND OUTSIDE SURFACES ° LETTERING 1" TO 3" -/ 17�� I 2 COATS OF APPROVED BITUMASTC WITH 2 COATS OF APPROVED BITUNASTI� MANHOLE STEPS ON COVER CLEARANCE I N COAL TAR SEALER COAL TAR SEALER (ASTM D 450, TYPE B) ° , , _ I COMPACTED FILL BACKFILL SHALL BE SELECT MATERIAL �- -7 o , TAMPED IN 6" LAYERS (NYSDOT SPEC. 203-2.02) IF OUTSIDE ° PAVEMENT. IF IN PAVEMENT, BACKFILL ° � REINFORCED PRECAST CONCRETE - DWV, PVC, FEMALE ADAPTOR, JOB NO: 1308-21 SHALL BE CRUSHER RUN STONE DIAMETER VARIES RISER SECTIONS (ASTM C-478) PIPE DIA. `� " I IP THD X SOCKET (NYSDOT SPEC. 304-2.02, TYPE 2) � - as 'p +2- SCALE: NA O , „ 0" RING A.S. T.M. 443 .� BACKFILL SHALL BE SELECT MATERIAL—� � //2" 5'-0" TO PROPOSED WAL'C DRAWN: AMF (NYSDOT SPEC. 203-2.02) IF OUTSIDE /F7 I SUPER "0" RING JOINT AND GASKETS f PAVEMENT. IF IN PAVEMENT, BACKFILL p �� a P DESIGNED: AMF p (ASTM C-443) ° ° SHALL BE CRUSHER RUN STONE p a -- RECAST MANHOLE BASE LATERAL RISER— (NYSDOT SPEC. 304-2.02, TYPE 2) + a SCHEDULE 40 (ASTM D-2665) NOTE: DATE: 09/20/21 PRECAST OR POURED CONCRETE OR SDR 21 (ASTM D-2241) IT IS RECOMMENDED THAT ALL SOLVENT WELD JOINTS BE MADE REVISIONS O C-478 a MANHOLE BASE COAT INSIDE AND OUTSIDE SURFACES ASTM n a d 15 ( ) AS FOLLOWS: \ n ° # # WITH 2 COATS OF APPROVED BITUMASTIC& 1 " OF 2 STONE BEDDING a. CLEAN DRY HUBS & SPIGOTS DATE BY REVISION v� 6 \ GLUED JOINT b. PRIMER APPLIED TO PARTS BEING CONNECTED. rl\COAL TAR SEALER (ASTM D-450, TYPE B) A. ° " PIPE ��/�/�/�//'! '/\�\\\! ' c. PVC SOLVENT WELD CEMENT APPLIED DIRECTLY OVER PRIMER DIA. 8" MIN. DIA. PIPE \\/\\/\\ \\/\ / /' / > REVISED PER DOT COMMENTS 1/2 PER FT. 4' -45' d. PVC TYPE I IS COMPATIBLE FOR SOLVENT WELDING TO SDR 21 9/28/21 AF SLOPE SEAL OPENING WITH FLEXIBLE RUBBER 1 8 LONG SWEEP WATERTIGHT PIPE CONNECTION / OR ANY OTHER PVC TYPE I PIPE MADE TO "STEEL PIPE 3000 PSI CONCRETE BENCH WALL °- ° ° ° a, BRICK SEWER INVERT OR HALF PIPE UNDISTURBED EARTH 6" X 6" WITH 4" SCHEDULE 40. REVISED PER DOT SUBMITTAL BEND STREET. ALL OUTSIDE DIMENSIONS. 10/07/21 AF NOTES: COUNTY & NYSDOT RE -SUBMITTAL a ° (ASTM C 32) 1.) SLOPED EXCAVATION AT CONTRACTORS OPTION- PROVIDE SHEETING REDUCING BRANCH (ASTM D-2665) 11/01/21 AF 1 ° 4 ° - 6" - PLUG FOR TESTING PLUMBING CONTRACTOR UPDATES PER REVISED SURVEY 1 AS NECESSARY TO MEET OSHA STANDARDS & REQUIREMENTS. GLUED JOINT I- - 12" MIN_ SHALL PROVIDE ADAPTER FOR CONNECTING 12/08/21 AF DWV PVC WYE p 6" ° 6" �- ASTM D-2665 TO STUB AND EXTENSION INTO THE �I °° ° ° ° - SCHEDULE 40 O O = BUILDING. CONSTRUCTION MANAGER SHALL 12/14/21 AF INFILTRATION BASIN GRADE REVS. 6" f o00 0 �' oo �o �� 6" MIN. #1 AND #2 CRUSHED STONE (TEE'S NOT p o W o I[START COORDINATE HORIZONTAL AND VERTICAL (NYSDOT GRADATION TABLE 703-4) STORM MANHOLE ALLOWED �L` LOCATION BETWEEN CONTRACTORS PRIOR TO LEVELING BASE THOROUGHLY COMPACTED ) C v 1- N TO a I OF SANITARY LATERAL INSTALLATION. awe UNDISTURBED EARTH _ O 00�0 o w + FROM o GRADE0 MAIN ��� � - "l J BLDG. IT IS A VIOLATION OF NEW YORK STnTE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR `- NOTES: ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL — — — — ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A 1.) SLOPED EXCAVATION AT CONTRACTORS OPTION- PROVIDE SHEETING 5.5' BURY HYDRANT TO BE PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARINALTERING THE SEAL LA A INSTALLED w 4-1 2" NOZZLE �/ U U �/ „3 PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THEALTERING ENGINEER OR LAND p AS NECESSARY TO MEET OSHA STANDARDS &REQUIREMENTS. VALVE BOX / / ® �O< O� O< J O c q SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED Br FACING THE ROADWAY U `� U + 1/L O.D. DESCRIP TION ION Of THE ALTERATION. AND THE DATE Of SUCH ALTERATION, AND A SPECIFIC OR AS REQUIRED BY LOCAL WATER AUTHORITY PUSH ON COPYRIGHT@2021 MARATHON ENG. �o GRADE Glued Joint COMPACTED CRUSHED GASKETNE OF Ntkp I 5'-0" MIN. \ -STONE 4"-SDR-21 Lateral STONE FILLCItINLE �- SANITARY MANHOLE \ BEDDING ASTM D-2241 NO.1 WASHED STONE TYPE 1 CRUSHED STONE — VALVE BOX PUSH ON OR A MIX OF NO. 1 STONE BEDDING co q FOR WIDTH OF TRENCH NEOPRENE GASKET AND NO. 2 WASHED STONEq3 (:D r AROUND VALVE BOX -- 12"MIN DEPTH = 1/2 OD + 12" MIN. i PVC STORM CLEANOUT DETAIL p� EXTENSION Q N0. 086648 3 GATE VALVE r a i (� SCALE: Il F- O — i OFESSIOXA O~ CONCRETE THRUST BLOCK SOLID CONCRETE BLOCK LENGTH ALONG MAN IS cl /•`�✓ �/MIN:4"x8"x1 6")2' (MIN) I ( .� T #1 WASHED STONE FOR WATER AIN i WIDTH OF HYDRANT TRENCH NOTE: ° a . a 111111 /\ SOLID CONCRETE BLOCK (MIN:8"x8"x16") LZ 1. VALVE BOX SHALL BE CENTERED ON VALVE AND SET ON COMPACTED BACKFILL. � 2. VALVE SHALL NOT SUPPORT VALVE BOX. / . . �.. >° 3. ALL BODY AND BONNET BOLTS SHALL BE STAINLESS STEEL. MJ ANC OR TEE, 6" OUTLET 6"08" (MIN) ANCHOR PIPE 4. ALL VALVES SHALL BE OPEN LEFT UNLESS OTHERWISE DIRECTED BY THE WATER OLID CONCRETE BLOCK 6" MJ GATE VALVE AUTHORITY (MIN:4"x4"x8") HYDRANT ASSEMBLY W 9 VALVE 10 NOT TO SCALE CLASS A ADAM M. FISHEL J DRAWING TITLE: Detail Sheet (3 of 4) 9of14 SHEET No: C-6.2 1308-21 / JOB No: DRAWING No: / 11A 0AMC- a. n' n" n n r07 SEE LIGHTING SCHEDULE J 0 U N w 41N SQUARE ALUMINUM POLE, to POWDER COATED BLACK GROUND LUG ON POLE ACCESS PANEL GROUNDING CLAMP ON CONDUIT OUTSIDE BASE, 3/4" LEVELING NUTS 1" GROUT WITH 1" CHAMFER (4) 3/4"0 HOOKED ANCHOR BOLTS ��' OR BOLTS AS REQ'D. BY LIGHT POLE IIII I MANUFACTURER w u1� I- o II�- FINISHED GRADE w N n I' JL JILv, I a III -III -I �° a ,i I =III=III= (4) #5 VERTICAL BARS -1 II I, ;611��E Z II#2 TIES ® 10"o.c. 1 #8 COPPER CONDUIT TO GROUND ROD o -IL 3/4"x 8'-0" COPPER GROUND ROD b I' - - - PVC CONDUIT, POLE TO POLE, SIZE AS REQ'D. I ° I 24"0 4,000 PSI CONCRETE BASE; 4- - ° >-°-4 C� RUB CONCRETE SMOOTH ABOVE GRADE J NOTES: (O 1. POLE BASE MAY BE PRECAST BLAKELANDS (LB24D) 2. LIGHT POLE MANUFACTURER T PPLY ANCHOR BOLTS, OUTSIDE BASE, AND BOLT PATTERN TEMPLATES. 3. IN PAVEMENT AREAS CONCRETE BASE SHALL EXTEND 24" MINIMUM ABOVE ASPHALT. IN PROTECTED LANDSCAPE AREAS (BEHIND CURB) BASES SHALL HAVE A MINIMUM OF 6" REVEAL ABOVE FINISHED GRADE. 4. BASES SHALL HAVE 2' MIN. HORIZONTAL SEPARATION FROM BACK OF CURB OR SIDEWALK UNLESS SPECIFICALLY CALLED OUT OTHERWISE ON THE PLANS. LIGHT BASE 1 PRUNE 1/3 OF CROWN BY THINNING AND SPACING BRANCHES. DO NOT CUT THE LEADER. FASTEN TRUNK TO STAKE WITH TREE RING OR RUBBER HOSE (INTERTWINED) #14 GA. -GALVANIZED WIRE, DOUBLE STRAND, TWIST TO TIGHTEN LOCATE ANCHOR STAKES 18" (MIN.) AWAY FROM TREE TRUNK, PARALLEL TO PREVAILING WIND. T-RAIL IRON STAKE OR WOODEN SUBSTITUTE. ANCHOR FIRMLY. KEEP FROM DAMAGING ROOTS OR ROOT BALL WHEN INSTALLING. CROWN OF ROOT BALL SHALL BE 3" ABOVE FINISHED GRADE. SHREDDED BARK MULCH (MIN. 3" COMPACTED DEPTH). FOLD DOWN OR CUT AND REMOVE TOP 1/3 OF BURLAP. IF NON -BIODEGRADABLE WRAP IS USED, REMOVE COMPLETELY. CREATE 6' DIA. SOIL SAUCER AROUND TREE WITH TOPSOIL (MIN. 6" HT.). FINISHED GRADE PREPARED PLANTING SOIL. ----COMPACTED SUBSOIL DECIDUOUS PLANTINGS 4 SINGLE PLANTII OR CONTINUOUS B PREPARED PLANTING S( COMPACT SUBSOIL PREVENT SETTLING ORESERVED 1,11111111111VA114 (:D SHRUB PLANTINGS THIN BRANCHES BY 1/3 RETAINING NORMAL PLANT SHAPE SHRUBS SHALL BE SLIGHTLY HIGHER IN RELATION TO FINISHED GRADE THAN THEY WERE TO PREVIOUS EXISTING GRADE SHREDDED BARK MULCH (3" UNIFORM THICKNESS) CREATE SHALLOW SAUCER AROUND SHRUB WITH TOPSOIL (MIN. 6" HT.) FINISHED GRADE FOLD DOWN OR CUT & REMOVE TOP 1/3 OF BURLAP. IF NON -BIODEGRADABLE WRAP OR CONTAINER IS USED, REMOVE COMPLETELY NOTE: IN HEAVY, CLAY SOILS, FINISH PLANT CROWN OF BALL 3" ABOVE GRADE POTTED PLANTS OR ROOTED CUTTINGS - SPACING AS INDICATED IN PLANTING LIST (SEE LANDSCAPING PLAN) MULCH (MIN. 3") APREPARED PLANTING � BACKFILL (MIN. 6") FINISHED GRADE QGROUND COVER PLANTINGS UNDISTURBED SOIL 9 BOX HINGE (TYP.) 6" DIA. STL. POSTS FILLED WITH CONCRETE AND DOMED ON TOP SEE BOLLARD DETAIL T U.U. VH I G rUJ I J GROUT CONCRETE MASONRY UNIT (CMU) WALL SOLID WITH #5 BARS ® 24" O.C. VERT. 8" CMU W/ HORIZONTAL REINFORCING ® 16" O.C. BRICK VENEER FINISH TO MATCH BUILDING. 4" O.D. GATE POST GALV. STEEL IIIIIIIIIIIIII IIIIIIIIIIIIII 4"y 10' O.C. 4„ = I I I I I I I fO 22-- IIIIIIIIIIIIII 'I PLAN VIEW 1 5/8" DROP ROD I�' LOCKABLE INDUSTRIAL LATCH 10' WIDE DOUBLE GATES SEE CONCRETE <t I PAVEMENT DETAIL —I\/\./\I\I\A/\/\A^ A/\ /�/� ^nnnnnnnnn nnnnn^nnn� 4" THICK CRUSHED STONE SUBBASE / 3500 PSI CONCRETE III I FOOTING (TYP.) I I I I A I III I a A SIDE ELEVATION h-FH _ II I I I I I II II I I I I I I I I I I I I I I I I I I I I I I - II SEE CONCRETE II I I I I I I I I I 11 I III I II II PAVEMENT DETAIL it II 7771t"4kF ,O ,• •I I• 4 THICK CRUSHED STONE SUBBASE FRONT ELEVATION 3500 PSI CONCRETE FOOTING (TYP.) DUMPSTER ENCLOSURE 3 ,2"TYP. FASTEN TRUNK TO STAKE WITH TREE RING OR RUBBER HOSE (INTERTWINED) #14 GA. -GALVANIZED WIRE, DOUBLE STRAND, TWIST TO TIGHTEN LOCATE ANCHOR STAKES 18" (MIN.) AWAY FROM TREE TRUNK, PARALLEL TO PREVAILING WIND. T-RAIL IRON STAKE OR WOODEN SUBSTITUTE. ANCHOR FIRMLY. KEEP FROM DAMAGING ROOTS OR ROOT BALL WHEN INSTALLING. CROWN OF ROOT BALL SHALL BE 3" ABOVE FINISHED GRADE. SHREDDED BARK MULCH (MIN. 3" COMPACTED DEPTH). FOLD DOWN OR CUT AND REMOVE TOP 1/3 OF BURLAP. IF NON -BIODEGRADABLE WRAP IS USED, REMOVE COMPLETELY. CREATE 6' DIA. SOIL SAUCER AROUND TREE WITH TOPSOIL (MIN. 6" HT.). FINISHED GRADE PREPARED PLANTING SOIL. ----COMPACTED SUBSOIL OCONIFEROUS PLANTINGS --� 4" STEEL PIPE POST PAINTED Y FILL PIPE WITH 3,000 PSI CONC. Y AND CROWN TOP r i = Y LO r I r r Y x r- k x r i x r A k < Y = d o < I � r � - 3,000 PSI CONCRETE r ` to 6" NOTE: PROVIDE POLYETHYLENE COVER (COLOR BY OWNER) (:D STEEL BOLLARD ENGINEERING ROCHESTER LOCATION 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 ITHACA, NY 1 4850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com O W u- U)W o uj � zQ z Q JO mj o � mu) z � a M H W � Lu� i O O �o Q o C/ Z o W >— . Elm M� W > �W �o Lu 0 J W Lu Lu � � J to W a O� O LL o 0 JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11 /01 /21 AF COUNTY & NYSDOT RE -SUBMITTAL 12/08/21 AF UPDATES PER REVISED SURVEY 12/14/21 AF INFILTRATION BASIN GRADE REVS. IT IS A VIOLATION Of NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACFING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED By, FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT©2021 MARATHON ENG. oV NE�i P 40wNLEY,,- ) O co * r h � �ysFo NO. 086648 OFESSIO%A ADAM M. FISHEL / DRAWING TITLE: 1 Detail Sheet (4 of 4 ) 10 of 14 SHEET No: C-6.3 1308-21 / JOB No: DRAWING No: 0 30 11111111116j" SCALE w Iw w I � Aa W E� �+ o N 152 U O W �s'7 3 .94.66.9E S M � � � 1 I P4 � / > w a a I w 3Awa a3Avd / tl a 3DN3d Ham ',ma d-d ,49'99T ��a�uva varr anrtr� — � O 94)— ti 4ele'W'�P* I 24t�r J\I w ♦ — - — — —I 00 / � ICA ,e I FUTURE PROPOSED MEDICAL 1 i � 1 1 I I ADDITION ° 1 r �8,500 SF FACILITY m2: y 1 1 H FFE=1166.25 0 !_ 1. I -21, 200 5F W 1 w ma I FFE=1166.25o� 1 / W 1 CQ rCq 1 , �`� F/RE TRUCK TURNING � � i �% m " 1 I MOVEMENT411* �> N AWE m� \ ♦ 1 y� i rcqr)♦ 12 co mono 0; CIZ N I wAl , � I �, I N / 0 \ eeee ° P4 U) 14 It I 'Z I 22 1 W j o m ' U) mz mty / -- ----------- ------ �a 1 �> \ ��d (307.32') J $ w I U1 x 307.16' — — — — 0 o 04 \ — — N 41-24'35" W w' m A.CR o at K \ /CQ PbTO� \ /�z / a" \ \ °QA I o FIRE TRUCK TURNING MOVEMENT (PHASE 1) 1 SCALE: 1"=40' �Q� w �zN IW 3 .94,613.9E S WT I Wig " / N fat a 1 w 3Ama a3Avd / W ',LD3ii d-d .69.991 a�ava vary anrtr� — ti0 (m1d) ,84'499 00 eo C � I FUTURE a U2 °'" TV / `° °`� i 1 ADD/T/ON PROPOSED MEDICAL i I C `�� I ~ z I / /// G f8,500 5F FACILITY %�x y I 1 1 I FFE=1166.25 i21,200 SF " ~ C, / 1 IC FFE=1166.25�� / 010 CO / 1 F/RE TRUCK TURNING ♦, 1 CC I MOVEMENT E \ ♦ A za� c ro� ]I ro trCYJ CQ Q 5d C. \� c a B E ONE HBm(N h ReB¢lid (D_ Lr� w ro m a z 04 A .. I /E- It It ` EE00 C ' � W ' CID 0 m ' / CD 01 \ v a� �z $ I. w WO Q0 (307.32') — \ — — 307.15, — / Z O N 41'24'35" W P: / \ Pb'p o FIRE TRUCK TURNING MOVEMENT (PHASE 2) 2 SCALE: 1 "=40' PROJECT SITE 5, M r*I z O O 0 m STAR RD. I (COUNTY ROUTE 120C) LOCATION MAP N.T.S. I4 i 95 IFZ� .Ma E—ONE Heavy Walk —In Rescue Overall Length 43.250ft Overall Width 8.333ft Overall Body Height 11.000ft Min Body Ground Clearance 1.393ft Track Width 8.333ft Lock —to —lock time 6.00s Max Wheel Angle 45.00' FIRE TRUCK TEMPLATE 3 SCALE: 1 "=20' MARATHON ENGINEERING ROCHESTER LOCATION 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com O J W Z W 0 O LU Za Z Q a v � JO OU) zu) Z ova V---�- W J � O O d. o a o 0 Z LU zJ � �0 co W r > �W �o W 0� 0 J Lu W a � � J CO) W >- Q � Z Q 0v_ o 0 IL. O O JOB NO: 1308-21 SCALE: AS NOTED DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 9/28/21 AF REVISED PER DOT COMMENTS 10/07/21 AF REVISED PER DOT SUBMITTAL 11 /01 /21 AF COUNTY & NYSDOT RE -SUBMITTAL 12/08/21 AF UPDATES PER REVISED SURVEY 12/14/21 AF INFILTRATION BASIN GRADE REVS. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT©2021 MARATHON ENG. Ijlo FF NE P� MOwN�Y� �o i r NO. 086648 'OROF-ESSIO A ADAM M. FISHEL DRAWING TITLE: Truck Turn Plan 11 of 14 SHEET No: C-7.0 1308-21 / JOB No: DRAWING No: GENERAL PLAN NOTES 8. QUALITY CONTROL OF ASPHALT CONCRETE SHALL MEET THE NYSDOT EXCAVATION SUPPORT SYSTEM REQUIREMENTS REQUIREMENTS OF SECT/ON 402 OF THE STANDARD SPEC/F/CATIONS. 1. ROAD TO BE KEPT CLEAN OF MUD AND DEBRIS AT ALL TIMES. ASPHALT COURSE DEPTHS SHOWN ON THE PLANS ARE COMPACTED ANY EXCAVATIONS 5 FEET OR MORE /N DEPTH SHALL UTILIZE A SHIELDS DEPTHS. AND SHORING OR SHEETING SYSTEM WHICH PROVIDES DIRECT CONTACT AND 2. ROADS/DE DRAINAGE TO BE MAINTAINED AT ALL TIMES. SUPPORT OF THE EXCAVATION S/DES. THE SYSTEM SHALL ACCOMMODATE 9. NO NIGHT WORK WILL BE ALLOWED UNLESS PR/OR APPROVAL /S GIVEN ANY ASSOCIATED SURCHARGE LOADS AND SHALL BE SUBMITTED TO J. MATERIALS, EQUIPMENT AND VEHICLES ARE NOT TO BE STORED OR BY THE DEPARTMENT. ADDITIONAL MAINTENANCE AND PROTECT/ON OF NYSDOT'S REGIONAL GEOTECHN/CAL ENGINEER FOR REVIEW AND APPROVAL PARKED WITHIN THE NEW YORK STATE RIGHT-OF-WAY. TRAFFIC WILL BE REQUIRED INCLUDING THE ADDITION OF REFLECTIVE PR/OR TO PERMIT ISSUANCE. MATERIALS AND LIGHTING. 4. MAINTENANCE AND PROTECT/ON OF TRAFFIC MUST COMPLY WITH THE A SLOPING (LAYBACK) OPT/ON WILL NOT BE ALLOWED. CURRENT NATIONAL MUTCD WITH NYS SUPPLEMENT, SECT/ON 619 OF 10. HAZARDOUS WASTE NOTIFICATION - THE PERM/TTEE ACCEPTS THE THE CURRNNN NYSDOT STANDARD SPECIFICATIONS, THESE PLANS, AND RIGHT-OF-WAY OF THE STATE HIGHWAY /N IT'S AS /S CONDITION. THE SHIELDS AND SHORING OR SHEETING SYSTEM REQUIREMENTS DO NOT AS ORDERED BY THE ASSISTANT RESIDENT ENGINEER. ON A NYSDOT DEPARTMENT OF TRANSPORTATION MAKES NO REPRESENTATION AS TO PERTAIN TO TEST PITS WHICH ARE 18" OR LESS /N DIAMETER. CONSTRUCT/ON PROJECT, MAINTENANCE AND PROTECT/ON OF TRAFFIC THE ABSENCE OF UNDERGROUND TANKS, STRUCTURES, FEATURES OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING NYSDOT'S MUST COMPL Y WITH THESE PLANS AND BE IN ACCORDANCE WITH THE SIMILAR IMPEDIMENTS TO THE COMPLETION OF THE WORK PERM/TIED REGIONAL GEOTECHN/CAL ENGINEER DETAILS ASSOCIATED WITH THEIR NYSDOT CONTRACT DOCUMENTS AS DEEMED NECESSARY BY THE HEREUNDER. SHOULD THE PERM/TTEE FIND SOME PREVIOUSLY UNKNOWN INTENDED SHEET/NG/SHOR/NG SYSTEM /F REQU/RED. PR/OR TO THE START ENGINEER -IN -CHARGE. IMPEDIMENTS TO ITS WORK, THE DEPARTMENT OF TRANSPORTATION OF WORK WITHIN NYSDOT RIGHT-OF-WAY REQUIRING SUCH SHALL HAVE NO OBLIGATION TO CURE, REMOVE, REMEDY OR OTHERWISE SHEET/NG/SHOR/NG, THE CONTRACTOR SHALL RECEIVE APPROVAL FROM 5. NOT/FY THE NEW PORK STATE DEPARTMENT OF TRANSPORTA T/ON'S DEAL W/TH SUCH PREY/OUSL Y UNKNOWN /MPED/MENT_. THE DEPARTMENT RES/DENT ENGINEER AT THE APPL/CABLE RES/DENCY, THREE (3) WORK WILL PERMIT THE PERM/TTEE TO REMOVE, MODIFY OR OTHERWISE DEAL NYSDOT'S REGIONAL GEOTECHN/CAL ENGINEER. DAYS PR/OR TO WORKING WITHIN THE STATE RIGHT-OF-WAY. WITH SUCH UNDERGROUND TANKS, STRUCTURES, FEATURES OR IMPEDIMENT IF SUCH /S DONE /N A MANNER WHICH MEETS ACCEPTABLE PERFORM . 6. NOTIFY DIG SAFELY NEW YORK THREE (3) WORKING DAYS PR/OR TO ENG/NEER/NG PRACTICE AND /S PRE -APPROVED BY THE DEPARTMENT OF PEXCAVATION & BACKFILL WITHIN NYSDOT RIGHT-OF-WAY /N DIGGING, DRILLING OR PLAST/NG AT 1-800-962-7962, FOR A UTILITY TRANSPORTATION SHOULD THE PERM/TTEE DETERMINE THAT SUCH ACCORDANCE WITH NYSDOT STANDARD SPECIFICATION SECT/ON 200 (TYR). NYSDOT NOTES.- STAKE -OUT. UNFORESEEN UNDERGROUND IMPEDIMENT RENDERS THE PERM/TTEE'S I. REFER TO SHEETS C-7. 1 & C-7.2 FOR WORK AS AUTHOR/ZED BY THIS PERMIT UNFEASIBLE, THE PERM/TTEE NYSDOT TOPSOIL: MAINTENANCE AND PROTECT/ON OF TRAFFIC, 7. ALL WORK CONTEMPLATED AND MATERIALS USED WITHIN THE NEW YORK SHALL HAVE THE OPT/ON OF RESTORING THE HIGHWAY TO ITS ORIGINAL TOPSOIL PLACED WITHIN NYSDOT RIGHT-OF-WAY SHALL CONFORM TO 2. THE POSTED SPEED LIMIT OF NYS ROUTE 13 ALONG STATE RIGHT-OF-WAY SHALL BE COVERED BY AND /N CONFORMITY WITH CONDITION AND NOT PERFORMING SUCH WORK. NYSDOT ITEM f 610. 14X. THE PROPERTY FRONTAGE /S 45 MPH. THE NYS DEPARTMENT OF TRANSPORTATION MAY 01, 2008 J. THE CONTRACTOR SHALL REFER TO NYSDOT STANDARD SPEC/F/CATIONS BOOK AND ANY SUBSEQUENT ADDENDA ALONG WITH 11. OPEN/NG/CUTT/NG OF THE ROADWAY SHALL NOT BE ALLOWED UNLESS ESTABLISH TURF- SHEETS 608-03 FOR DRIVEWAY CONSTRUCT/ON ANY APPROPR/ATE CURRENT NYS DEPARTMENT OF TRANSPORTATION PERMISSION /S GRANTED /N WRITING, BY THE REGIONAL TRAFFIC GRASS TURF ESTABLISHMENT WITHIN NYSDOT RIGHT-OF-WAY SHALL DETAILS WITHIN THE NYSDOT R/GHT-OF-WAY. STANDARD SHEETS, EXCEPT AS MOD/FIED /N THESE PLANS AND /N THE ENG/NEER. CONFORM TO NYSDOT ITEM p4 610. 1601. 4. NO EXCAVATIONS SHALL BE LEFT OPEN OVER N/GHT. ITEM/ZED PROPOSAL. METRIC UNITS MAY BE CONVERTED TO ENGLISH. PAVEMENT MARKINGS WITHIN NYSDOT RIGHT -OF -WAY - ALL PAVEMENT MARKINGS WITHIN NYSDOT RIGHT OF WAY SHALL BE PER SIGHT DISTANCE MEASUREMENTS- NYSDOT STANDARD SPECIFICATIONS 685. 1. STOPPING SIGHT DISTANCE MEASURED /N EXCESS OF 700' /N BOTH DIRECTIONS. DOUBLE YELLOW SOLD 2. INTERSECT/ON SIGHT DISTANCE MEASURED /N EXCESS LINE, 4 W/DE ul�rl+ I I E-z CAR WASH i , JULE & MARIA SAN JULE..." I `I II OF 70O /N BOTH DIRECTIONS. CONCRETE CCURB OUTS/DE NYSDOT RIGHT I I �' 9 EXISTING RIGHT OF WAY LINE (WITH ACCESS) OF WAY SHALL PER DETAIL 4/C6 1 TRANS/T/ON I �llIlll I I I LOCATION MAP N.T.S. III �I ,. Dill l .1/ 1 111 � C/ BETWEEN TWO CURBING TYPES AT RIGHT OF WAY �, �, TAP " I THICK CONCRETE SIDEWALK CONCRETE CURB /N NYSDOT RIGHT 1.5" THICK TAR SFA'' LINE, TRANSITION LENGTH SHALL BE 3' P MONUMENT SIGN (RE.• DETAIL) OF WAY SHALL BE NYSDOT TYPE M4, NYSDOT ITEM # 402.098304 AT ALL JOINTS, PER NYSDOT SPECIFICATIONS. 4 Gii. PROVIDE SMOOTH TRANSITION BETWEEN EXISTING �F RE ARCH I RE-.- NYSD9T STANDARD SHEET 609-OJ 80 SERIES COMPACTION ASPHALT AND NEW. PROPERTY l .r�lllmfie�> SANITARY SEWERI'w ",I ' I a L/NE, TYP. ply SANITARY SEWER i 45 MPH SPEED LIMIT SIGN - MANHOLE / CENTER OF CURVE MANHOLE (TO REMAIN) /I CONCRETE CURB /N NYSDOT RIGHT PGR RI f RADIUS, TYP RIM ELEV: 11 .3' FOUND R.R. P 0 C RB STOP INVERT ELEV. 1156 .� _J OF WAY SHALL BE NYSDOT TYPE M4, SPIKE I MILL 18" REBATE FOR TOP COURSE W ER VALVE LATERAL IN RO SP I EX/STING CONCRETE RE. NYSDOT STANDARD SHEET 609-03 R M ;.,' ELEV.: 11 .1' o I , SET CURBING TYPE M150 // / AINi m iii .. .w 45 R. R. SPI ( ) -- R-33 �' m„ R=3,.3' INTERSECTION 279.t \ _ �� _ �, ... f. o .... _ • ! % . 2 S THICK n I��� v - � - � ' � • � - - ITEMTA407 0�01 I NYSDOT ITEM # 402.198904 ® PROJECTED EDGE - 3, "� '�' f �` 80 SERIES COMPACTION - - - OF DRIVEWAY = - I �' I BETWEEN EACH LAYER OF ASPHALT �a I,,4b��IF i�+ll'�III, Ijll SIGN S 50°56'23' W - IGN CURB HIGHWAY BOUNDS ® AND ON VERTICAL FACES WHERE NEW l y r r ... °, RARE MIIIi -TRB i ASPHALT IS PLACED AGAINST EXISTING s'a�3 l M/LE MARKER SIGN °` 3 THICK SOLID WHITE FOG LINE - = SOLID WHITE FOG LINE �" J NYSDOT ITEM 402.258904 IVE DR P INLET RIM ELEV.: 1 68.3' / DROP INLET RIM ELEV.: 1167.9' 13 3204 1045 # BOT M OF D&'Y WELL ELEV.: 1161.5 BOTTOM OF DRY WELL ELEV.: 1161.6 x EDGE OF TRAVEL LANE / / 80 SERIES COMPACTION C ', _`r `',12� ARC TANGENT - INV. E V.: 1162.9_24" DIA. CUL TO EAST INV. ELEV.: 1162.9' 24" DIA. CULV. TO WEST - 13 - - -DASHED WHITE LANE LINE � SJ POINT, TYP. APPROX. CENTERLINE TRIi RARKFII I • -/ nnN(`i SI111i Rf1I IRSF• PROTECT EXISTING DRAINAGE INLET SELECT GRANULAR FILL DURING CONSTRUCT/ON 1_ Y s" THICK UBLE SOLID YELLOW LANE DIVISION LINES \��� \� \�� \�� \ \ \ \ \ \ - `���/ `� \ \ �� ��><��� ��\\ ' DOUBLE SOLID YELLOW LANE DIVISION LINES , I NYSDOT ITEM # 503.1010 TOMPK S �T�E'*ET EXTENSI N ^� STATE ROUTE 13 tia \�` STR%PED MED/AN rA�/A�InN ANn FNrAqF�AI:NT II�Ar�• REMOVE PORTIONS OF EXISTING CURBING AS NECESSARY TO _ pIQF I AIrASFA���R• / r ,^° REFER TO NYSDOT STANDARD SHEET 203 ��_/_ DASHED WHITE LANE LINE i CONSTRUCT NEW DRIVEWAY AND ASSOC/ATED CURB/NG. w SAND BEDDING PER NYSDOT ` SAW -CUT EXISTING CURBING AT LIMIT OF REMOVAL PAVEMENT RESTORAT/ON �� STANDARD SHEET 203. EDGE OF TRAVEL LANE r .:,iilal./ riuii, i•vv a,tiva:, WITHIN LIMITS OF CURB SOLID WHITE FOG LINE REPLACEMENT �"`` ' CURB CURB O/H E/T/TV MILE MARKER SIGN RE. 3/C8.0 2l O/H E/T/TV ` uTIUTY: 13/320411044 �' 0/H E/T/TV s NOTES: REFER PLAN PROV/DE I" REVEAL ON - 1. ALL MATERIALS AND TRENCH LIMITS SHALL CONFORM TO NYSDOT STANDARD SHEETS 203. PAVEMENT RESTORAT/ON PAVEMENT RESTORAT/ON CONCRETE CURSING WITHIN LIMITS / SANITARY SEWER WITHIN LIMITS OF WATER WITHIN LIMITS OF CURB SEWER 2. THE CONTRACTOR SHALL SAW -CUT EXISTING ASPHALT AT LIMITS OF REMOVAL. OF DRIVEWAY OPEN/NG MANHOLE SERVICE CONNECT/ON REPLACEMENT NYSDOT PAVE RIM ELEV.: 1167.5' INVERT ELEV.: 1157.6' RE.' 3/C8.D 0 DRIVEWAY LAYOUT PLAN SCALE. 1 -30 RE.• 3/C8.0 11s5. ',V.: 1159.0' SANITARY SEWER SERVICE CONNECT/ON j RE' UTILITY PLAN j I II I! :IIII[ TEL./COM. & ELECTRIC CONNECTIONS rn RE • UTILITY PLAN PROV/DE 1 " REVEAL ON CONCRETE CURBING WITHIN LIMITS OF OR/l/EWAY OPENING I I a A 166 \`'- - ----- r PAD MOUNTED TRANSFORMER n RE. UTILITY PLAN � • I I '�' 11 � - -i / (R'M I 1166 11 279. 167 S 50°56 . .,.. ..r_ i46,9._ STAB/L/ZED CONSTRUCT/ON ENTRANCE. I �� CONTRACTOR MAY USE THE EXISTING DRIVEWAY UNTIL NEW I GAS SERVICE CONNECT/ON. WORK /N R/GHT OF WAY BY l o OR/VEWAY CONSTRUCT/ON /S /N///ATED. EX/STING DRIVEWAY SHALL BE SWEPT DAILY AT M/N/MUM. ONCE NEW DRIVEWAY _ PROPOSED 6" HDPE COMBINED WATER UTILITY PROVIDER.. CONSTRUCT/ON /S INITIATED, THE STABILIZED CONSTRUCT/ON SERVICE TO SE INSTALLED VIA - - - / - RE' UTILITY PLAN ENTRANCE SHALL BE ESTABLISHED.. - DIRECTIONAL DRILL. INSTALLATION VIA OPEN CUT /S PROHIBITED. I EXISTING 2" WATER SERVICE. RE- 1/C8.2 CONTRACTOR TO CUT AND CAP EXISTING .... WATER SERVICE THEN REMOVE SERVICE CONNECT/ON AND PLUG EXISTING WATER. -W W W v-v-v-v'ba•rsye ram-r "'�� MAIN. REMAINING 2" WATERLINE TO BE _w�W _,__W_ ABANDONED /N PLACE. - v_W- W _ram_ Y N Y r" CONNECT/ON TO EXISTING WATER MAIN / VIA 6x6x6 TAPPING SLEEVE AND VAL VE. WORK BY CONTRACTOR. j 2 DRIVEWAY GRADING AND UTILITY PLAN SCALE. 1 -30 M 3 ENT RESTORATION SCALE: NA NYSDOT TYPE M4 CAST -IN -PLACE CONCRETE CURBING. INSTALL PER NYSDOT STANDARD SPECIFICATIONS. REFER TO NYSDOT STANDARD SHEET 609-3 FOR DIMENSIONS SAW -CUT EXISTING ASPHALT AT LIMIT OF WORK. TAR SEAL ALL JOINTS AT SAW -CUT LIMIT. PROVIDE SMOOTH TRANSITION BETWEEN EXISTING ASPHALT AND NEW. t> D 0 D � . 4 a .. .d A TACK COAT e 14.. ee' .4 a NYSDOT ITEM: 407.0101 BETWEEN EACH LAYER OF ASPHALT AND ON VERTICAL FACES WHERE NEW - TOP COURSE: ASPHALT IS PLACED AGAINST EXISTING 1.5" THICK NYSDOT ITEM # 402.098304 80 SERIES COMPACTION - RIN1IFR f f11 iIi 2.0" THICK NYSDOT ITEM # 402.198904 80 SERIES COMPACTION - 1i rf1IIi 3" THICK NYSDOT ITEM # 402.258904 80 SERIES COMPACTION - f`f rll RIIi rnllRSF- 8" THICK NYSDOT ITEM # 503.1010 4 NYSDOT CURBING SCALE: NA MARATHON ENGINEERING ROCHESTER LOCATION 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com O Z W 0 W ZQ Z Q a v =J I O JOj z ca z 0644 c� W � Lu� O O CL O 11*• Cn Z O Lu zJ W > W �o W p� 0 J W WLu W� J I� Q > Z a Ov_ o LL O 0O JOB NO: 1308-21 SCALE: 111 =30' DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 11 /01 /21 AF COUNTY & NYSDOT RE -SUBMITTAL 12/08/21 AF UPDATES PER REVISED SURVEY 12/14/21 AF INFILTRATION BASIN GRADE REVS. 5/06/22 AF STORMWATER REVISIONS 5/19/22 AF POND GRADING UPDATES 6/20/22 AF NYSDOT REVISIONS 6/22/22 AF NYSDOT COORD. 6/30/22 AF NYSDOT COORD. IT IS A VIOLATION OF NEW YORK ST.,TE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED By' FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT©2022 MARATHON ENG. oV NEW P 4CWii )O * r G p ��SFO NO. 086648 pROFESSIONP� ADAM M. FISHEL DRAWING TITLE: 1 Driveway Plan 12of14 SHEET No: C-8.0 1308-21 / JOB No: DRAWING No: J l m rn� N m m Q 4 yo Au.1M. o z�= GENERAL NOTES I. THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AND IN THE MUTCD, REFLECT THE MINIMUM REQUIREMENTS. 2. PROPOSED REVISIONS TO THE TRAFFIC CONTROL PLAN SHALL BE PROVIDED, IN WRITING, TO THE DOT ENGINEER FOR REVIEW AND APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE FIVE (5) WORK DAYS PRIOR TO THE PLANNED IMPLEMENTATION OF SUCH PROPOSED REVISIONS, EXCEPT FOR CHANGES THAT ALTER THE SCOPE OF THE TRAFFIC CONT ROL PLAN. SUCH CHANGES IN SCOPE MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE THIRTY (30) WORKING DAYS PRIOR TO IMPLEMENTATION OF SUCH REVISIONS. 3. THE NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF STAFF WHO ARE AUTHORIZED TO SECURE LABOR, MATERIALS, AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE NORMAL WORKING HOURS SHALL BE PROVIDED, IN WRITING, TO THE DOT ENGINEER. THE ENGINEER WILL PROVIDE THE SUBMITTED INFORMATION TO REGIONAL MANAGEMENT, THE NEW YORK STATE POLICE, THE RESIDENT ENGINEER, AND THE LOCAL POLICE. 4. STANDARD SHEET 619-503 MAY BE USED FOR AN OFFSITE DETOUR SETUP FOR BOTH LONG TERM AND SHORT TERM WORK DURATIONS. 5. FOLLOW REGIONAL HIGH -VOLUME RESTRICTIONS. CONSULT WITH DOT ENGINEER IF EXCEPTION NEEDED. 6. PLAN AHEAD TO AVOID CONFLICTING WORK ZONES. CHECK FOR CONSTRUCTION PROJECTS, CLOSURES, It RESTRICTIONS AT WWW.511NY.ORG, WWW.DOT.NY.GOV/PROJECTS, AND WITH DOT ENGINEER. 7. DOCUMENT AND REPORT WORK ZONE INCIDENTS USING EITHER THE DEPARTMENT'S WORK ZONE INCIDENT FORM, OR THE CONSTRUCTION INCIDENT REPORTING SYSTEM, AS APPROPRIATE. 8. CONSIDER CLOSURE WIDTH & CLEAR WIDTH FOR WIDE VEHICLES ON WIDE LOAD ROUTES. ACTIVITY AREA 1. A 500' MINIMUM LONGITUDINAL DISTANCE SHALL BE MAINTAINED BETWEEN CONSTRUCTION OPERATIONS ON ALTERNATE SIDES OF THE ROADWAY, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2. WHEN TWO OR MORE AREAS ARE ADJACENT, OVERLAP, OR ARE IN CLOSE PROXIMITY, THE CONTRACTOR SHALL ENSURE THERE ARE NO CONFLICTING SIGNS AND THAT LANE CONTINUITY IS MAINTAINED THROUGHOUT ALL WORK AREAS. SIGNS 1. THE LOCATIONS OF THE SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL PLANS AND DETAILS MAY BE ADJUSTED BASED ON SIGHT DISTANCE AND OTHER CONSIDERATIONS. THE FINAL LOCATIONS OF SIGNS ARE SUBJECT TO APPROVAL OF THE ENGINEER. 2. FOR LONG TERM WORK DURATIONS, ANY EXISTING SIGNS, INCLUDING OVERHEAD SIGNS, WHICH CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL SIGN LAYOUT SHALL BE COVERED, REMOVED, STORED DR RESET AS APPROVED BY THE ENGINEER. ALL APPROPRIATE EXISTING E E SIGNS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND/OR LOCATION UNLESS OTHERWISE REPLACED IN THIS CONTRACT. 3. SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A MOTORIST'S LINE OF SIGHT. 4. SIGNS MOUNTED ON THE MEDIAN OF DIVIDED HIGHWAYS WHERE MEDIAN BARRIER IS IN PLACE MAY BE MOUNTED ON THE BARRIER WITH A SADDLE TYPE BRACKET OR OMMITED WITH THE APPROVAL OF THE DOT ENGINEER. LAYING THE SIGN DOWN IN A HORIZONTAL POSITION IS NOT PERMITTED. 5. THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE DESCRIBED IN THE MUTCD. ANY CHANGES TO THE DIMENSIONS SHALL BE APPROVED BY THE REGIONAL DIRECTOR OR BY HIS/HER DESIGNEE. 6. NYR9-12 SHALL BE USED IN PLACE OF NYR9-11 WHEN A REDUCED REGULATORY SPEED LIMIT SIGN IS AUTHORIZED. 7. RIGID AND FLEXIBLE "ROLL -UP" SIGNS MAY BE USED FOR MOBILE, SHORT DURATION AND SHORT-TERM STATIONARY WORK. RIGID SIGNS MUST BE MOUNTED AT LEAST 5 FEET ABOVE GRADE (7 FEET WHERE THERE ARE PEDESTRIANS OR PARKED CARS), FLEXIBLE SIGNS SHALL BE MOUNTED AT LEAST ONE FOOT ABOVE GRADE. MESH SIGNS SHALL NOT BE USED. USE RETRO REFLECTORIZED RIGID SIGNS FOR NIGHTTIME WORK. CHANNELIZING DEVICES 1. WHERE POSSIBLE ALL CHANNELIZING AND GUIDING DEVICES ARE TO BE PLACED SO AS TO PROVIDE A MINIMUM 2' LATERAL CLEARANCE TO THE TRAVELED WAY, PUBLIC ACCESS 1. PROPERTY OWNERS WHOSE DRIVEWAYS WILL BE MADE INACCESSIBLE SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO RESTRICTING USE OF THE DRIVEWAY. FOR MULTIPLE ACCESS PROPERTIES AT LEAST ONE DRIVEWAY SHALL BE OPEN AT ALL TIMES. ACCESS SHALL BE RESTORED TLO ALL DRIVEWAYS AS SOON AS POSSIBLE. 2. SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRANSITIONS FROM RESIDENTIAL AND COMMERCIAL DRIVEWAYS TO AND FROM THE WORK AREA. LANE CLOSURES 1. LANE CLOSURES SHALL BE LOCATED TO PROVIDE OPTIMUM VISIBILITY I.E. BEFORE CURVES AND CRESTS TO THE EXTENT CONDITIONS PERMIT, 2. THE ENGINEER MAY REQUIRE THAT ALL LANES BE RE -OPENED AT ANY TIME IF THE ROUTE IS NEEDED FOR EMERGENCY PURPOSES. THIS COULD INCLUDE INCIDENTS AT LOCATIONS OUTSIDE THE CONTRACT LIMITS. 3. ARROW PANELS SHALL BE LEGIBLE CONTINUOUSLY FROM ANY POINT WITHIN THE ROADWAY (INCLUSIVE OF SHOULDERS) FROM 1,500 FEET IN ADVANCE OF THE LANE CLOSURE TAPER TO THE BEGINNING OF THE LANE CLOSURE TAPER. WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN SIGN DESIGNATION COLOR CODE NON -FREEWAY EXPRESSWAY FREEWAY ® FS-1 C ------- 72"X60" 72"X60" Vr, ' G20-1 A 36"XI8" 48"X24" 48"X24" iaeYn G20-2 A 36"XI8" 48"X24" 48"X24" uR'1 G20-4 A 36"XI8" G20-5aP A 24118" 36"X24" 36"X24" ® ® MI -I G i OR 2 DIGITS 24"X2 36"X36" 36"X36" IV MI -If G 3 DIGITS 30"X24" 45"X36" 45"X36" I r 1� ,, XX M1 4 B 1 O24 X DIGITS 36"X36" 36"X36" XXX MI-4t B 30DIGITS 45"X36" 45"X36" NORTH M3-1 EAST M3-2 SEE SOUTH M3-3 NOTE 3 24"X12" 3611X18" 36"XI8" WEST M3-4 DET�IIX 144-8 A 24"X12" 36"XI8" 36"X18" kT ' M4-8a A 24"X1B" 24"XI8" 24"XI8" 09, M4-9 M4-9L M4-9R A 30"X24" 48136" 48"X36" - M4-9a A 30"X24" 30"X24" M4-9b A 30"X24" 30124" ------- M4-9c A 30"X24" 30"X24" ------- M4-10L A 48"XI8" 48"XI8" 48"XI8" M4-10R a M5-1 SEE NOTE 3 21"X15" 30121" 30"X21" M5 2 NOTE SEE OEE 3 21"X15" 30"X21" 30"X21" M6-1 M6-2 OSEE 'f M6-3 NOTE 3 21"XI5" 30"X21" 30"X21" a M6-4 xx XX NYM3-1 B 24"X24" 36136" 36"X36" X X X NYM3-2 B 30"X24" 45"X36" 45"X36" XX X A NYM3-3 B 30"X24" 45"X36" 45"X36" LANE WIDTHS 1. UNLESS AUTHORIZED BY THE ENGINEER, THE MINIMUM LANE WIDTHS FOR WORK ZONE TRAVEL LANES SHALL BE AS FOLLOWS: FREEWAYS AND/OR EXPRESSWAYS IS 11'. THE MINIMUM LANE WIDTH FOR ALL OTHER TYPES OF ROADWAYS IS 10'. 2. A WRITTEN NOTE SHALL BE PROVIDED TO THE ENGINEER, A MINIMUM OF 21 CALENDAR DAYS IN ADVANCE OF PERFORMING ANY WORK THAT RESULTS IN THE REDUCED WIDTH OF AN EXISTING ROADWAY, SO THAT THE ENGINEER MAY NOTIFY THE REGIONAL PERMIT ENGINEER IN A TIMELY MANNER. PROTECTIVE VEHICLES 1. A PROTECTIVE VEHICLE IS A LARGE DUMP TRUCK, A LARGE RACK TRUCK OR OTHER VEHICLE PROTECTIVE VEHICLE T HAVING A GROSS WEIGHT OF AT LEAST 24,000 POUNDS. IF THE PR 0 E NT ENCROACHES INTO THE TRAVEL LANE OR IF IT REMAINS ENTIRELY ON THE SHOULDER OF ANY HIGH SPEED ROAD (45 MPH OR HIGHER), IT SHALL BE EQUIPPED WITH A DEPLOYED TRUCK/TRAILER MOUNTED IMPACT ATTENUATOR (TMIA, SEE TABLE 011-01 ON SHEET 619-11). PROTECTIVE VEHICLES MAY BE LOADED WITH SAND, GRAVEL, OR FINE AGGREGATE AS BALLAST TO ENHANCE THE VEHICLE'S GROSS WEIGHT. ANY BALLAST ADDED TO ENHANCE THE VEHICLE'S GROSS WEIGHT SHALL BE SECURED AS NOT TO BECOME DISLODGED IF IMPACTED. Y 2. A PROTECTIVE VEHICLE USED IN A MOVING OPERATION IS REFERRED TO AS A SHADOW VEHICLE. 3. A PROTECTIVE VEHICLE USED IN A STATIONARY OPERATION IS REFERRED TO AS A BARRIER VEHICLE. 4. IN A MOVING OPERATION OR A STATIONARY OPERATION THAT OCCUPIES A LOCATION FOR UP TO 1 HOUR, THE OPERATOR SHALL REMAIN IN THE PROTECTIVE VEHICLE WITH THE SAFETY BELT AND HEADREST PROPERLY ADJUSTED, MAINTAIN VEHICLE SPACING, AND KEEP THE WHEELS ALIGNED WITH THE LANE STRIPING. TWO-WAY RADIOS SHOULD BE USED TO COMMUNICATE BETWEEN THE OPERATOR AND THE WORK CREW. 5. IN A STATIONARY OPERATION THAT OCCUPIES A LOCATION FOR MORE THAN 1 HOUR, ONCE THE PROTECTIVE VEHICLE HAS BEEN APPROPRIATELY PLACED, IT SHOULD BE UNOCCUPIED. TRAFFIC, PARKING BRAKE SET UNOCCUPIED VEHICLE SHALL BE POSITIONED PARALLEL TO , PLACED IN 2ND GEAR (MANUAL TRANSMISSIONS /ENGINE OFF) OR PARK / NEUTRAL (AUTOMATIC TRANSMISSIONS) AND HAVE THE FRONT WHEELS ALIGNED WITH THE LANE STRIPING AND LANE TO MAINTAIN LANE DISCIPLINE AND TO STAY IN LANE IF STRUCK. 6. WHEN A PROTECTIVE VEHICLE IS USED IN ADVANCE OF EITHER MOVING OR STATIONARY OPERATIONS TO DISPLAY SIGN MESSAGES, IT IS REFERRED TO AS AN ADVANCE WARNING VEHICLE. ADVANCED WARNING VEHICLES MAY BE OCCUPIED OR UNOCCUPIED. WHEN SIGNS ARE MOUNTED ON AN ADVANCED WARNING VEHICLE, THEY SHALL NOT OBSTRUCT VISIBILITY OF ANY LIGHTS (TAILLIGHTS OR WARNING LIGHTS) OR SIDE -VIEW MIRRORS ON THE VEHICLE. A 7. NO WORK ACTIVITY, EQUIPMENT, VEHICLES AND/OR MATERIALS SHALL BE LOCATED BETWEEN N THE PROTECTIVE VEHICLE AND THE ACTIVE WORK AREA (ROLL AHEAD DISTANCE). 8. PROTECTIVE VEHICLES MAY BE REQUIRED IN CONJUNCTION WITH POLICE PRESENCE IN THE WORK ZONE TO BE INCLUDED IN THE UNIT BID PRICE I CONTROL, FFOR BASIC WORK ZONE TRAFFIC OR CAPITOL CONSTRUCTION PROJECTS. 9. DIRECT VERBAL COMMUNICATION BETWEEN THE PROTECTIVE VEHICLES AND THE WORK VEHICLES / EQUIPMENT VEHICLES) IP ENT SHALL BE UTILIZED WHERE AVAILABLE. WORK DURATION DEFINITIONS 1. THERE ARE MAINLY FIVE WORK DURATIONS: A. LONG-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN 3 CONSECUTIVE DAYS. B. INTERMEDIATE -TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN ONE DAYLIGHT PERIOD UP TO 3 CONSECUTIVE DAYS OR NIGHTTIME WORK LASTING MORE THAN 1 HOUR. C. SHORT-TERM IS STATIONARY DAYTIME WORK THAT OCCUPIES A LOCATION FOR MORE THAN 1 HOUR WITHIN A SINGLE DAYLIGHT PERIOD. D. SHORT DURATION IS WORK THAT OCCUPIES A LOCATION UP TO I HOUR. IT CAN BE PERFORMED DURING THE DAYTIME OR AT NIGHT IN ACCORDANCE WITH NOTES N1 TO N10 NOTES ON NIGHTTIME WORK. E. MOBILE IS WORK THAT MOVES INTERMITTENTLY OR CONTINUOUSLY WHERE THE WORK AT ANY SPECIFIC LOCATION COMPLETES WITHIN 15 MINUTES. IT IS USED FOR VEHICLE BASED OPERATIONS AND DOES NOT INVOLVE WORKERS ON FOOT. IT CAN BE PERFORMED DURING THE DAYTIME OR AT NIGHT IN ACCORDANCE WITH NOTES N1 TO Nt0 NOTES ON NIGHTTIME WORK. 2. SPECIAL OPERATIONS ARE WORK OPERATIONS THAT DO NOT FIT INTO ONE OF THE ABOVE FIVE CATEGORIES. SPECIAL OPERATIONS INCLUDE: A. STOP AND GO OPERATIONS - WORK THAT COMPLETES WITHIN 5 MINUTES AND ALLOWS WORKERS ON FOOT. B. OTHER OPERATIONS INCLUDING MOWING, MULCHING/HERBICIDE OPERATIONS, TEMPORARY ROAD/INTERSECTION CLOSURES, ETC. ROADWAY TYPE DEFINITIONS 1. FREEWAY: A. INTERSTATE: INTERREGIONAL HIGH-SPEED, HIGH -VOLUME, DIVIDED FACILITIES WITH COMPLETE CONTROL OF ACCESS. B. PARKWAY: DIVIDED HIGH WAYS FOR NON-COMMERCIAL TRAFFIC WITH FULL CONTROL OF ACCESS, GRADE PARKWAY SEPARATIONS, INTERCHANGES, AND OCCASIONAL AT - GRADE INTERSECTIONS. PARKWAYS ARE DESIGNATED BY LAW. WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN SIGN DESIGNATION COLOR CODE NON -FREEWAY EXPRESSWAY FREEWAY wVOm9[ [mxc NYR9-11 B 24"X42" 48"X84" 48"X84" rcvr f N[9 ° iiOC w°Nr.I i°xcs NYR9-12 B 24"X36" 36"X54" 48"X72" NYW4-17 A 36136" 48"X48" 48"X48" rjr NYW8-30 A 48"X24" 48"X24" 48"X24" d(1tif I, NYWB-31 A 48"X24" 48"X24" 48"X24" NYW8-32 A 48"X24" 48"X24" 48"X24" NYW8-33 A 48"X24" 48"X24" 48"X24" �jl]Tj R1-1 D 36"X36" 36"X36" 48"X48" vR1-2 E 36"X36"X36" 48"X48"X48" 60"X60"X60" 9PM 24"X30" *0 XX R2-1 8 30"06" OR 36"X48" 36148" (SEE NOTE 5) ENO HIGHER F1 FS 2 ONE R2-11 B 24130" 36"X48" 36"X48" ENO 'EN, SPEED R2-12 B 24"X36" 36"X54" 36"X54" LIMIT No R4-1 B 24"X30" 36"X48" 36148" PASS R4-7 B 24"X30" 36148" 36' X48" R4-7c B 18"X30" NARROW R4-8 B 24130" 36'X48" 36 X48" R4-8c B 18"X30" NARROW sTav IN LANE R4-9 B 24130" 36"X48" 36"X48" R5-1 E 36"X36" 36136" 48"X48" RBA E 24124" 36"X36" 48"X48" ceosseail"c R9-8 B 36"XI8" 36"XI8" ------- slDcxaLN R9-9 B 24112" 24"X12" ------- slxwALx ttosm us[ o~Iu R9-t0 B 24"X12" 24"X12" ------- 91xwALM tL09[O ![°,HER,Itt R9-10L slxwue aosm �y O1HFP 91tt R9-NOR B 24"X12" 24"X12" USC " ~- R9-11L B 24"XI8" 24"XI8" ------- R9 11R 9x[, Alx (t°9[D R9-1faL D= x5 H[6 R9-11OR B 24"Xt2" 24"X12" ------- STOP R� R10-6 B 24"X36" 24"X36" ------- ROADWAY TYPE DEFINITIONS (CONTINUED) 2. EXPRESSWAY: DIVIDED HIGHWAYS FOR THROUGH TRAFFIC WITH FULL OR PARTIAL CONTROL OF ACCESS AND GENERALLY WITH GRADE SEPARATIONS AT MAJOR CROSSROADS. ALL FREEWAY STANDARD SHEETS ARE APPLICABLE TO EXPRESSWAY. 3. NON -FREEWAY: A. MULTILANE DIVIDED HIGHWAY B. MULTILANE UNDIVIDED HIGHWAY C. TWO-LANE TWO-WAY ROADWAY ALL NON -FREEWAYS CAN BE EITHER URBAN OR RURAL: URBAN: MEETS MORE THAN I OF THE FOLLOWING CRITERIA) NIGH DENSITY DEVELOPMENT •ON -STREET PARKING -VARIED BUILDING SETBACKS -MULTI-STORY AND LOW -TO MEDIUM -RISE STRUCTURES FOR RESIDENTIAL •COMMERCIAL, AND EDUCATIONAL USES, STRUCTURES THAT ACCOMMODATE MIXED USES: COMMERCIAL, RESIDENTIAL, AND PARKING LIGHT INDUSTRIAL, AND SOMETIMES HEAVY INDUSTRIAL LAND USE *PROMINENT DESTINATIONS WITH SPECIALIZED STRUCTURES, E.G., LARGE THEATERS, SPORTS FACILITIES OR CONFERENCE CENTERS -HIGH LEVELS OF PEDESTRIAN AND BICYCLIST ACTIVITY, WITH NEARLY CONTINUOUS SIDEWALKS AND MARKED CROSSWALKS -HIGHER DENSITY OF TRANSIT STOPS AND ROUTES -DRIVEWAY DENSITIES GREATER THAN 25 DRIVEWAYS/MILE ON EACH SIDE OF THE ROAD -MINOR COMMERCIAL DRIVEWAY DENSITIES OF 10 DRIVEWAYS/MILE OR GREATER •MAJOR COMMERCIAL DRIVEWAYS -HIGH DENSITY OF CROSS STREETS RURAL: DOES NOT MEET MORE THAN ONE OF THE ABOVE CRITERIA. NOTES FOR NIGHTTIME OPERATIONS: N1, WORK OCCURRING AFTER SUNSET AND BEFORE SUNRISE WILL BE CONSIDERED NIGHTTIME OPERATIONS. N2. ALL SIGNS, STOP/SLOW PADDLES AND RED FLAGS USED TO WARN/ALERT/CONTROL TRAFFIC SHALL BE RETROREFLECTIVE. N3. ALL WORKERS INVOLVED SHALL WEAR PROTECTIVE HELMETS AND NIGHTTIME APPAREL IN ACCORDANCE WITH $107-05A. HIGH VISIBILITY APPAREL AT ALL TIMES. N4. VEHICLES OPERATING ON THE PAVEMENT OF A CLOSED ROADWAY OR TRAVEL LANE SHALL DISPLAY ROTATING AMBER BEACONS OR FLASHING LED BEACONS AT ALL TIMES. V N5. LEVEL I ILLUMINATION SHALL BE PROVIDED NEAR THE BEGINNING OF LANE CLOSURE TAPERS AND AT ROAD CLOSURES, INCLUDING THE SETUP AND REMOVAL OF THE CLOSURE TAPERS. N6. LEVEL [[ ILLUMINATION SHALL BE PROVIDEDOR FLAGGING STATIONS ASPHALT PAVING F MILLING, AND CONCRETE PLACEMENT AND/OR REMOVAL OPERATIONS, INCLUDING BRIDGE HEAD 0 DECKS, 50 FEET A F AND 100 FEET BEHIND A PAVING OR MILLING MACHINE. Y N7. LEVEL II[ ILLUMINATION SHALL BE PROVIDED FOR PAVEMENT OR STRUCTURAL CRACK S INSTALLATION F SIGNAL FILLING JOINT REPAIR PAVEMENT PATCHING AND REPAIR. INS ALLA ION 0 SI L EQUIPMENT OR OTHER ELECTRICAL/MECHANICAL EQUIPMENT, AND OTHER TASKS INVOLVING FINE DETAILS OR INTRICATE PARTS AND EQUIPMENT. N8. ALL LIGHTING SHALL BE DESIGNED INSTALLED,AND OPERATED TO AVOID GLARE THAT AFFECTS TRAFFIC ON THE ROADWAY OR THAT CAUSES ANNOYANCE OR DISCOMFORT FOR RESIDENCES ADJOINING THE ROADWAY. N9. PRIOR TO THE START OF NIGHTTIME OPERATIONS, A WRITTEN NIGHTTIME OPERATIONS AND LIGHTING PLAN IS REQUIRED FOR APPROVAL FROM THE DOT ENGINEER. FOR ADDITIONAL RE N10. SEE STANDARD SPECIFICATIONS 19 RE QUIREMENTS UIREMENTS AND CONSIDERATIONS. T W E Nit. FLAGCERS SHALL USE A FLASHLIGHT WITH RED GLOW CON / D E RE LED BATON FOR FLAGGING IN NON -ILLUMINATED FLAGGER STATIONS DURING NIGHTTIME OPERATIONS. WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN SIGN COLOR NON -FREEWAY EXPRESSWAY FREEWAY DESIGNATION CODE ROAD CLOSED R11-2 B 48"X30" 48"X30" 48"X30" BRIDGE CLOSED BRIDGE R11-2 OUT (MODO -- - R CLOSED x. MI[Es NHEw Rif-3a B 60"X30" 60"X30"------- LOCAL r"Ai ON-Y Wl 4L A 36"X36" 48"X48" 48"X48" W1-4R in I WI-4bL W1-4bR A 36"X36" 48"X48" 48"X48" hll I.1 41 -4 W1 cL A 36136" 48148" 48"X48" W1AcR 'fE WI-6L A 48124" 60"X30" 60"X30" WI-6R A e, A WI-8L (NO BORDER) A 18"X24" 30"X36" 30"X36" WI -BR (NO BORDER) 1113-1 A4 36"X36" 48"X48" 48"X48" W3-2 A4 36136" 48"X48" 48"X48" W3-3 A4 36"X36" 48"X48" 48"X48" W3-4 A 36"X36" 48"X48" 48"X48" W3-5 A4 36"736" 48"X48" 48"X48" W4-11. W4-1 R A 36"X36" 48"X48" 48"X48" E W4-2L W4-2R A 36"X36" 48148" 48"X48" NEW YORK Department of STATE OF OPPORTUNITY.. Transportation U.S. CUSTOMARY STANDARD SHEET WORK ZONE TRAFFIC CONTROL GENERAL NOTES APPROVED APRIL 8, 2022 ISSUED UNDER EI 22-008 619-010 ROBERT LIMOGES, P.E. DIRECTOR, OTSM WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN SIGN DESIGNATION COLOR CODE NON -FREEWAY EXPRESSWAY FREEWAY NYW23-1 A 36"X36" 48"X48" 48"X48" G20-5oP GF.12 24"X1B" 36"X24" 36"X24" E5-2 6F.28 48"X36" 48"X36" 48"X36" z s E5-2a 6F.28 48136" 48"X36" 4811X36" COLOR CODE LEGEND CODE DESCRIPTION A BLACK LEGEND AND BORDER ON AN ORANGE BACKGROUND B BLACK LEGEND AND BORDER ON A WHITE BACKGROUND C WHITE LEGEND AND BORDER ON A GREEN BACKGROUND WHITE LEGEND AND BORDER D ON A RED BACKGROUND E RED LEGEND AND BORDER ON A WHITE BACKGROUND BLACK LEGEND AND BORDER F ON A FLOURESCENT YELLOW GREEN BACKGROUND WHITE LEGEND AND BORDER G ON A BLUE AND RED BACKGROUND NOTES: 1. DIMENSIONS ARE SHOWN AS WIDTH X HEIGHT. 2. FOR SIGNAGE NOT SHOWN ON THESE TABLES REFER TO THE M.U.T.C.D. 3. COLORS FOR DIRECTION PLAQUES, ADVANCE TURN ARROWS, AND DIRECTIONAL ARROWS SHALL MATCH THE ROUTE OR INTERSTATE SIGN THAT THEY SUPPLEMENT AS PER THE M.U.T.C.D. 4. MULTICOLORED SYMBOL IMPOSED ON SIGN WITH BLACK LEGEND AND BORDER ON AN ORANGE BACKGROUND. 5. FOR R2-1 SIGN LARGER DIMENSIONS SHALL BE USED WHEN SIGN FACES MULTIPLE LANES ON A CONVENTIONAL ROAD. NEWYORK Department of STATE OF OPPORTUNITY. Transportation U.S. CUSTOMARY STANDARD SHEET WORK ZONE TRAFFIC CONTROL SIGN TABLE (SHEET I OF 2) APPROVED DECEMBER 2, 2021 ISSUED UNDER E1 21-028 Rabor,vLLveuxAes- ROBERT LIMOGES, P.E. 619-012 DIRECTOR, OTSM TABLE 011-01: PROTECTIVE VEHICLE REQUIREMENTS MOBILE INTERMEDIATE TERM (WORK THAT MOVES INTERMITTENTLY OR SHORT TERM SHORT DURATION (WORK THAT OCCUPIES A LOCATION MORE THAN LONG TERM CONTINUOUSLY. WHERE THE WORK AT ANY SPECIFIC (DAYTIME WORK THAT OCCUPIES A LOCATION FOR CLOSURE TYPE DURATION LOCATION COMPLETES WITHIN 15 MINUTES) (WORK THAT OCCUPIES A LOCATION FOR UP TO 1 MORE THAN 1 HOUR WITHIN A SINGLE DAYLIGHT ONE DAYLIGHT PERIOD UP TO 3 CONSECUTIVE (WORK THAT OCCUPIES A LOCATION FOR MORE INCLUDES "STOP AND GO OPERATIONS OF 5 HOUR) PERIOD( DAYS OR NIGHT TIME WORK LASTING MORE THAN 3 CONSECUTIVE DAYS) MINUTES OR LESS THAN I HOUR) NON -FREEWAY NON -FREEWAY NON -FREEWAY NON -FREEWAY NON -FREEWAY ROAD TYPE & SPEED FREEWAY a 45 MPH 35 -40 MPH s30 MPH FREEWAY 245 MPH 35 - 40 MPH 5 30 MPH FREEWAY 2 45 MPH 35 - 40 MPH s 30 MPH FREEWAY z 45 MPH 35 - 40 MPH <_ 30 MPH FREEWAY 145 MPH 35 - 40 MPH s 30 MPH EXPOSURE CONDITIONS' WORKERS ON FOOT OR VEHICLE EXPOSED TO P, TMIA P, TMIA P. TMIA P P. TMIA P, TMIA P, TMIA P P, TMIA P, TMIA P. TMIA P P. TMIA P, TMIA P, TMIA SEE SEE NOTE 2 P. TMIA P, TMIA P, TMIA NOTE 2 LANE CLOSURE OR TRAFFIC ENCROACHMENT OTHER HAZARDS NO NA NA NA NA P. TMIA P, TMIA P P P, TMIA P. TMIA P SEE P. TMIA PTMIA SEE SEE P. TMIA PTMIA SEE SEE WORKERS EXPOSED NOTE 2 , NOTE 2 NOTE 2 , NOTE 2 NOTE 2 WORKERS ON FOOT OR SEE SEE SEE SEE P TMIA P TMIA P P P TMIA P VEHICLE EXPOSED TO TMIA P P P. TMIA P, TMIA P P P, TMIA P. TMIA NOTE 2 NOTE 2 P. TMIA P. TMIA NOTE 2 NOTE 2 SHOULDER CLOSURE TRAFFIC OR ENCROACHMENT OTHER HAZARDS NO NA NA NA NA P. TMIA P, TMIA P P P. TMIA P, TMIA P SEE PTMIA SEE SEE SEE p TMIA SEE SEE SEE WORKERS EXPOSED NOTE 2 , NOTE 2 NOTE 2 NOTE 2 NOTE 2 NOTE 2 NOTE 2 LEGEND NOTES P: PROTECTIVE VEHICLE REQUIRED FOR EACH CLOSED LANE & EACH CLOSED PAVED SHOULDER 8' OR WIDER, IF 1. THE EXPOSURE CONDITIONS ASSUMES THERE IS NO POSITIVE PROTECTION PRESENT THE WORK SPACE MOVES WITHIN THE STATIONARY CLOSURE, THE PROTECTIVE VEHICLE SHALL BE REPOSITIONED 2. EITHER A PROTECTIVE VEHICLE OR THE STANDARD BUFFER SPACE SHALL BE PROVIDED ACCORDINGLY TMIA: TRUCK/TRAILER MOUNTED IMPACT ATTENUATOR (TMIA) REQUIRED NA: NOT APPLICABLE TABLE 011-02: TAPER LENGTHS & NUMBER OF CONES CHART I WORK ZONE TRAFFIC CONTROL LEGEND SHOULDER TAPER LENGTH: L/3 TAPER LENGTH: L (FT.)/ • OF SKIP LINES/ • OF CHANNELIZING DEVICES (FTJ/ • OF SKIP LINES/ • OF I SYMBOL DESCRIPTION CHANNELIZING DEVICES S POSTED SPEED LATERAL SHIFT OF TRAFFIC FLOW PATH (FT.) FOR SHOULDER WIDTH E- LIMIT (MPH) 4 5 6 7 8 9 10 11 12 54 FT. 5- 7 FT. >8 FT. ARROW PANEL 25 40/1/2 80/2/3 80/2/3 80/2/3 80/2/3 120/3/4 120/3/4 120/3/4 120/3/4 40/1/2 40/1/2 40/t/2 I ARROW PANEL, CAUTION MODE 80/2/3 80/2/3 80/2/3 0/ / 30 12 3 4 120/3/4 160/4/5 160/4/5 60/4/5 1 200/5/6 40/1/2 40/1/2 40/1/2 im" ARROW PANEL TRAILER OR SUPPORT 35 80/2/3 120/3/4 120/3/4 160/4/5 160/4/5 200/5/6 200/5/6 240/6/7 240/6/7 40/1/2 40/1/2 80/2/3 40 120/3/4 160/4/5 160/4/5 200/5/6 240/6/7 240/6/7 280/7/8 320/8/9 320/8/9 40/t/2 80/2/3 80/2/3 I I -I CHANGEABLE MESSAGE SIGN (PVMS) 200/5/6 240/6/7 280/7/8 320/8/9 360/ 45 9/10 400/10/11 440/11/12 520/13/14 560/14/15 80/2/3 80/2/3 120/3/4 CHANNELIZING DEVICE 50 200/5/6 240/6/7 320/8/9 360/9/10 400/10/11 440/11/12 520/13/14 560/14/15 600/15/16 80/2/3 120/3/4 160/4/5 55 240/6/7 280/7/8 320/8/9 400/10/11 440/11/12 520/13/14 560/14/15 600/15/16 680/17/18 80/2/3 120/3/4 160/4/5 I CONE 60 240/6/7 320/8/9 360/9/10 440/11/12 480/12/13 560/14/15 600/15/16 680/17/18 720/18/19 80/2/3 120/3/4 160/4/5 I CRASH CUSHION/TEMPORARY IMPACT ATTENUATOR 65 280/7/8 320/8/9 400/10/11 480/12/13 520l13/14 600/15/16 640/16/11 120/18/19 800/19/20 80/2/3 160/4/5 200/5/6 • THIS TABLE WAS CREATED WITH REFERENCE TO MUTCD TABLE 611-4. L� DIRECTION OF TEMPORARY TRAFFIC DETOUR .. THE NUMBER OF CHANNELIZING DEVICES SHOW S N I CALCULATED BASED ON A 40FT DEVICE SPACING. THE NUMBER OF CH ANNELIZING DEVICES CAN BE ADJUSTED AS NECESSARY. DIRECTION OF TRAFFIC TABLE 011-03 TABLE 011-04: ROLL AHEAD DISTANCE FOR PROTECTIVE VEHICLES TABLE 011-06 AUTOMATED FLAGGER ASSISTAMCE DEVICE LONGITUDINAL BUFFER SPACE ADVANCE WARNING SIGN SPACING WITH OPERATOR ROLL AHEAD DISTANCE IFT.1/'I OF SKIP LINES FOR VEHICLES PRECONSTRUCTION DISTANCE (FT.)/ MOVING OPERATION DISTANC BETWE N SIGNS SIGN LEGEND FLAGGER POSTED SPEED • OF SKIP LINES (BASED ON PROTECTIVE ROAD TYPE rr, LIMIT (MPH) PRECONSTRUCTION VEHICLE SPEED OF 15 MPH( STATIONARY OPERATION A (FT.) B (FT.) C (FT.) XX YY 25 155 / URBAN (5 30 MPH•) 100 100 f00 4 POSTED SPEED I AHEAD AHEAD 1 FLAG TREE LIMIT (MPH) MIN MAX MIN MAX 30 200 / 5 URBAN (35-40 MPH-) 200 200 200 AHEAD AHEAD z 55 200/5 280/7 120/3 200/5 I URBAN (>45 MPH-) 350 350 350 000 FT. AHEAD �-r LUMINAIRE 35 250 / 6 RURAL 500 500 45 - 50 160/4 240/6 80/2 160/4 I 500 �500 FT. 1000 FT.� FREEWAY 1000 1500 40 0 / 2640 1 MILE MILE MOWER 35 B ( /x I s 40 120WI NCE T 40/1 120/3 I • PRECONSTRUCTION TABLE LE TION POSTED SPEED LIMIT. I PARKWAY GRASS SHOULDER 45 360 / 9 THIS TABLE WAS CREATED WITH REFERENCE TO MUTCD TABLES NY-2 AND NY2-8. I •• THIS TABLE IS THE SAME AS MUTCD TABLE NY6H-3. 50 425 / 11 TABLE 011-05 TABLE OttFOR TEMPORARY PAVEMENT� REMOVEDFOR AINGS THAT SHALL BE LONG TERM PROJECT 55 495 ! 13 TAPER LENGTH FOR TEMPORARY FLARE RATES FOR POSITIVE BARRIER 65 645 / 16 TRAFFIC CONTROL ZONES j 14f 1,� PORTABLE VARIABLE MESSAGE SIGN • THIS TABLE IS THE SAME AS MUTCD POSTED SPEED LIMIT TABLE 6C-2. TYPE OF POSITIVE BARRIER 30 40 50 1 55 65 TYPE OF TAPER TAPER LENGTH (L) MPH MPH MPH MPH MPH MERGING TAPER L 4 ADVANCE WARNING SIGN TEMPORARY POSITIVE BARRIER 8:1 11:1 14.1 16:1 20:1 SHIFTING TAPER L/2 WITH ORANGE FLAGS BOX BEAM OR HEAVY POST CORRUGATED BEAM 7:1 9:1 11:1 12:1 15:I SHOULDER TAPER L/3 TAILER FOR ARROW PANEL OR PORTABLE ONE -LANE, TWO-WAY TRAFFIC TAPER 50 FT. MIN -100 FT. MAX E7 VR ARIABLE MESSAGE SIGN (PVMS( DOWNSTREAM TAPER 50 FT. MIN -100 FT. MAX • THIS TABLE IS THE SAME AS MUTCD TABLE GC-3. WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN DESSINATION GN CLOE NON -FREEWAY EXPRESSWAY FREEWAY W5-1 A 36"X36" 48"X48" 48"X48" W5-4 A 361IX36" 48"X48" 48"X48" I116-3 A 36"X36" 48"X48" 48"X48" W1-3oP A 24"XI8" 36"X30" 36"X30" 1118-1 A 36"X36" 48"X48" 48"X48" W8-3 A 36136" 48148" 48"X48" E. W8-1 A 36"X36" 48148" 48"X48" , W8-8 A 36"X36" 48"X48" 48"X48" W8-9 A 36"06" 48"X48" 48"X48" W8-12 A 36"X36" ------- ------- WB-14 A 36"X36" 48"X48" 48"X48" W8-15 A 36"X36" 48"X48" 48"X48" WB-17 A 36"X36" 48"X48" 48"X48" W8-17p A 24"XI8" 30"X24" 30124" WB-23 A 36"X36" 48"X48" 48"X48" W8-24 A 361106" 48148" 48"X48" 119-3 A 36136" 48"X48" 48"X48" O O 1I1-1L• WI1-1R A OR F 36"X36" 36"X36" � O O Wtt-2L• WI1-2R F 36"X36" 36"X36" � N J N N 2' mw 3 Q C`\ Wit-15L• W11-15R F 36"X36" 36"X36" I�°o nED o z w LANE NYW5-32P• A 24"X18'" 24"XI8" ------- z ww LL o I • A FLOURESCENT YELLOW -GREEN BACKGROUND COLOR SHALL BE USED FOR THIS SIGN PLAQUE. I WORK ZONE TRAFFIC CONTROL SIGN TABLE SIGN SIGN COLOR NON -FREEWAY EXPRESSWAY FREEWAY DESIGNATION CODE W13-1P A 24"X24" 30"X30" 30"X30" W13-4 A 36"136" 36"X36" 36"X36" W13-4P A 48"X48"X36"-------------- W16-2P A 24"XI8" 30124"------- SEE W16-4P NOTE 3 A OR F 30"X24"------- ------- " W1I6-5PL W6-5PRA 24"XI8" -------------- SEE WI6 7PL NOTE 3 24"X12"' 30"X18" WI6-7PR A DR F SEE W16-9P NOTE 3 24"X12" 30118"------- AORF W20-1 A 36"X36" 48"X48" 48148". W20-2 A 36"X36" 48"X48" 48"X48" W20-3 A 36"X36" 48"X48" 48"X48" W20-4 A 36"X36" 48"X48" 48"X48" r W20-5 A 36"X36" 48"X48" 48"X48" i ... A Wr W20-5a A WX36" 48148" 48"X48" W20-7 A 36"X36" 48"X48" 48"X48" WORK ZONE TRAFFIC CONTROL SIGN TABLE 1 SKIP LINE _ 1 SKIP LINE j I 30' _ 30, I4 -10, t0' 10' NORMAL BROKEN LANE LINE DETAIL O11A - SKIP LINES WORK ZONE TRAFFIC CONTROL LEGEND SYMBOL DESCRIPTION SIGN, TEMPORARY 9 I, SPOTTER o TEMPORARY POSITIVE BARRIER ® TEMPORARY POSITIVE BARRIER WITH WARNING LIGHTS X TEMPORARY TRAFFIC SIGNAL HEAD stiy TYPE II! BARRICADE S WARNING LIGHTS WORK AREA WORK VEHICLE WORK VEHICLE (MULCHING/HERBICIDE OPERATION) WORK VEHICLE (PAVEMENT MARKING) WORK VEHICLE (SIGNAL WORK) 24,000LB PROTECTIVE VEHICLE WITH TRUCK/TRAILER MOUNTED ATTENUATOR (TMIA) 24,000LB PROTECTIVE VEHICLE WITHOUT TRUCK/ TRAILER MOUNTED ATTENUATOR NEWYORK Department of STATE OF OPPORTUNITY_ Transportation U.S. CUSTOMARY STANDARD SHEET WORK ZONE TRAFFIC CONTROL GENERAL TABLES AND LEGEND APPROVED DECEMBER 2, 2021 ISSUED UNDER El 21-028 1Z&be4-rLLw� 619-011 ROBERT LIMOGES. P.E. DIRECTOR, OTSM SIGN SIGN DESIGNATION COLOR CODE NON -FREEWAY EXPRESSWAY FREEWAY W21-1 A 36"X36" 48148" 48"X48" W21-4 A 36"XI81' 48"X24" 48"X24" W21-5 A 36136" 48"X48" 48148" W21-5aL A 361IX36" 48"748" 48"X48" W21-SaR W21-5bL A 36"X36" 48148" 48148" W21-5bR W21-8 A 36"X36" 48"X48" 48"X48" W22-1 A 36"X36" 48"X48" 48"X48" W22-2 A 42"X36" 42"X36' 42"X36" W22-3 A 42"X36" 42"X36" 42136" W23-1 A 48"X24" 48124" 48"X24" W23 2 A 36"X36" 48"X48" 48"X48" W24-IL A 36"X36" 48"X48" 48"X48" W24-1R W24-1aL A 36136" 48"X48" 48148" W24-1 OR W24-11OL A 36136" 48"X48" 48"X48" W24-IbR COLOR CODE LEGEND CODE DESCRIPTION A BLACK LEGEND AND BORDER ON AN ORANGE BACKGROUND 8 BLACK LEGEND AND BORDER ON A WHITE BACKGROUND C WHITE LEGEND AND BORDER ON A GREEN BACKGROUND WHITE LEGEND AND BORDER D ON A RED BACKGROUND E RED LEGEND AND BORDER ON A WHITE BACKGROUND BLACK LEGEND AND BORDER F ON A FLOURESCENT YELLOW GREEN BACKGROUND WHITE LEGEND AND BORDER G ON A BLUE AND RED BACKGROUND NOTES: 1. DIMENSIONS ARE SHOWN AS WIDTH X HEIGHT. 2. FOR SIGNAGE NOT SHOWN ON THESE TABLES REFER TO THE M.U.T.C.D. 3. WHEN USED IN CONJUNCTION WITH A BICYCLE SIGN (Wit-1) OR PEDESTRIAN CROSSING (WI1-2) COLOR CODE SHALL MATCH. NEW YORK Department of STATE OF OPPORTUNITY. Transportation U.S. CUSTOMARY STANDARD SHEET WORK ZONE TRAFFIC CONTROL SIGN TABLE (SHEET 2 OF 2) APPROVED DECEMBER 2, 2021 ISSUED UNDER E1 21-028 P,abertLimorgera• ROBERT LIMOGES, P.E. 619-012 DIRECTOR, OTSM ENGINEERING ROCHESTER LOCATION 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 ITHACA, NY 1 4850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com 0 J � I..Iu Z W U..I a_ Z a O z ols O ar z W Lu � C)� O a mo o Z W4- 0 //) 7 �/ Q Lu J z i- M IY W r 0 �W �U W O o J a W W W W>M � J Q z a 00 0 u_ O 0 JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 11 /01 /21 AF COUNTY & NYSDOT RE -SUBMITTAL 12/08/21 AF UPDATES PER REVISED SURVEY 12/14/21 AF INFILTRATION BASIN GRADE REVS. 5/06/22 AF STORMWATER REVISIONS 5/19/22 AF POND GRADING UPDATES 6/20/22 AF NYSDOT REVISIONS 6/22/22 AF NYSDOT COORD. 6/30/22 AF NYSDOT COORD. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT©2022 MARATHON ENG. F, pF NEk, co �s� g �sFO NO. 086648 AROF'ESSIOV P ADAM M. FISHEL ,*'DRAWING TITLE: Driveway Details (1 of 2) 13of14 SHEET No: C-8. 1 1308-21 J JOB No: DRAWING No: I/ /11 LLO SHOULDER TRAVEL LANE TRAVEL LANE SHOULDER F F F 300' - 500' POSTED- ___ __ _ B __ _ SPEED LIMIT < 45 (SEE TABLE NY6H-3) - 1000' POSTED SPEED LIMIT s 45 LICENSE SUSPENDED ROAD \'.. AFTER TWO SHOULDER`; WORK ZONE WORK TICKETS ROAD woRK I �,, AHEAD TICKETS LE Xx MILE NYR9-I1 G20--1 ,: (SEE NOTE 4) W20-1 W21-5 NWT-3c s (SEE NOTES 3 AND 6) 10' MINIMUM (SEE NOTE D A (SEE TABLE NY611-3) NOTES: 1, WHEN THE MINIMUM LANE WIDTH OF 10' CANNOT BE MAINTAINED DUE TO A SHOULDER CLOSURE, USE THE DETAIL FOR SHORT OR INTERMEDIATE TERM STATIONARY FLAGGING OPERATION. 2. NO WORK ACTIVITY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL SHOULD OCCUR WITHIN A BUFFER SPACE. 3. WHEN THE DISTANCE BETWEEN THE ADVANCE WARNING SIGNS AND WORK IS 2 MILES TO 5 MILES, A SUPPLEMENTAL DISTANCE PLAQUE (W1-3c) SHOULD BE USED WITH THE SHOULDER WORK SIGN'(1121-5). 4. THE ROAD WORK NEXT XX MILES SIGN (G20-1) MAY BE USED INSTEAD OF THE ROAD WORK AHEAD SIGN (11120-1) IF WORK LOCATIONS OCCUR OVER A DISTANCE OF MORE THAN 2 MILES. 5. FOR BARRIER VEHICLE USE REQUIREMENTS SEE TABLES NY1-A AND NY2-A ON THE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES". 6. IN THOSE SITUATIONS WHERE MULTIPLE WORK LOCATIONS EXIST WITHIN A LIMITED DISTANCE MAKE IT PRACTICAL TO PLACE STATIONARY SIGNS, THE DISTANCE BETWEEN THE ADVANCE WARNING SIGN AND WORK SHALL NOT EXCEED 5 MILES. 1. CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 40' IN THE ACTIVE WORK SPACE. 8. TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS) WHEN A PAVED SHOULDER HAVING A WIDTH OF 8' OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 15DO'. 1175 CHANNELIZING DEVICES j (SEE NOTE 1) BARRIER PLACEMENT _VEHICLE (SEE TABLE NY2-A) SHOULDER _ BARRIER VEHICLE SETUP SESEE NOTE 8L �10�0�'� -TAPER (L/3) " 1 ) DOWN JItlCAM - (SEE TABLE Qg TAPER 611-4 FOR L) BUFFER SPA �p (SEE TABLE 6C-2 ANU NOTE 2) ` SHOULDER CLOSURE SHORT OR INTERMEDIATE TERM STATIONARY 2-LANE 2-WAY ROADWAY MOT TO SCALE) ROADWAY RES70RA77ON APPROXIMATE LIMITS CONTRACTOR IS RESPONSIBLE FOR ALL PAVEMENT, CURBING, ETC. REOU/RED AS A RESULT OF UTILITY WORK WITHIN RT. 13 RIGHT OF WAY //U/T OF "r-4VA770N APPROXIMATE LIMITS SHOWN. CONTRACTOR TO CONFIRM LIMITS AND DEPTH OF EXCAVATION PR/OR TO THE START OF WORK. REFER TO SHEET C8.0 FOR SHEETING 1170 AND SHORING REOUIREMENTS EXISTING GRADE VALVF RE. DETAIL PROPOSED GRADE I I I jFa'l4iiM/; /:AS MAIN j TO BE PROTECTED I i I I DURING EXCAVATION1165 T I I I I I I V14 6" TAPPING SLEEVE & VAL VE (TSV) I WA7;7 ,4FR1RrF- I I RE. UTIL17Y PLAN I I FOR CONTINUAT/ON I I 9" FYIS77AUJ wod mp .SFIPVll,`F � 1160 CONTRACTOR TO CUT AND CAP EXISTING SERVICE (BOTH ENDS), REMOVE EXIS7ING SERVICE TAP � AND PLUG EXISTING WATER MAIN. REA64/1V/NG 2" LINE b RUNNING UNDER RT. 13 SHALL BE ABANDONED /N PLACE SANITARY 1"A TO BE PROTECTED DURING SANITARY AMIN EXCAVATION TO BE AT/ON PROTECTED DURING 1155 EXCA 1154 STA 0+00 STA 0+50 STA 1 +00 WATER SERVICE PROFILE 1 SCALE: 1 "=20' HORIZONTAL 1 "=2' VERTICAL 1175 ` IN91 file APIC 1155 1154 m m F MANUM I END ROAD WORK G20-2 NOTE: SEE STANDARD SHEET TITLED "WORK ZONE TRAFFIC CONTROL LEGENDS AND NOTES" FOR LEGEND OF SYMBOLS AND/OR LETTER CODES USED IN THIS DRAWING. STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION U.S. CUSTOMARY STANDARD SHEET SHOULDER CLOSURE 2-LANE 2-WAY ROADWAY APPROVED SEPTEMBER 15, 2009 ISSUED UNDER EB 09-025 /S/ DAVID J. CLEMENTS, P.E. (EFFECTIVE DATE: 01/07/10 DIRECTOR, OFFICE OF 619-20 TRAFFIC SAFETY AND MOBILITY WORK ZONE TRAFFIC CONTROL REVISIONS PROPOSED REVISIONS TO THE WORK ZONE TRAFFIC CONTROL (WZTC) PLAN OR MODIFICATIONS TO THE 619 STANDARD SHEETS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BY THE REGIONAL TRAFFIC ENGINEER PRIOR TO THE PLANNED IMPLEMENTATION OF SUCH REVISIONS OR MODIFICATIONS. THE CONTRACTOR SHALL NOT IMPLEMENT THE PROPOSED REVISIONS WITHOUT APPROVAL FROM THE REGIONAL TRAFFIC ENGINEER. WHEN APPLICABLE, NYSDOT WORK ZONE TRAFFIC CONTROL (WZTC) TYPICAL APPLICATIONS SHALL BE USED. TYPICALS CAN BE FOUND AT HTTPS: //WEBAPPS. DOT.NY.GOV. /WORK -ZONE -TRAFFIC -CONTROL �. TRAVEL LANE WIDTHS IN WORK ZONES WHERE NOT SHOWN IN THE WZTC PLANS OR OTHERWISE AUTHORIZED BY NYSDOT (OR THE ENGINEER), TRAVEL LANE WIDTHS IN WORK ZONES SHALL BE A MINIMUM OF 11 FT ON FREEWAYS, RAMPS, EXPRESSWAYS AND MULTI -LANE* CONVENTIONAL ROADWAYS AND 10 FT ON ALL OTHER CONVENTIONAL ROADWAYS. *(MULTI -LANE ROADWAYS ARE THOSE WITH TWO OR MORE THRU LANES IN ONE OR BOTH DIRECTIONS.) DAILY LANE, RAMP AND SHOULDER CLOSURE RESTRICTIONS WORK ZONES SHALL BE RESTRICTED TO ONE SIDE OF THE ROADWAY AT A TIME IN EACH DIRECTION ON DIVIDED ROADWAYS, UNLESS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL SCHEDULE WORK SO THAT ALL TRAVEL LANES AND RAMPS IN EACH DIRECTION ARE OPEN WHEN THE CONTRACTOR'S OPERATIONS ARE CLOSED DOWN OR SUBSTANTIALLY CLOSED DOWN. DAILY CLOSURES MAY OCCUR OFF OF LONG-TERM CLOSURES AND SHALL BE SUBJECT TO DAILY CLOSURE RESTRICTIONS. WORK ZONES SHALL BE RESTRICTED TO ONE SIDE OF THE ROADWAY AT A TIME ON UNDIVIDED HIGHWAYS. 4. FLAGGING OPERATIONS WHEN A PEDESTRIAN APPROACHES A FLAGGER STATION, THE FLAGGER SHALL STOP TRAFFIC AND DIRECT THE PEDESTRIAN TO A SAFE ROUTE THROUGH THE WORK AREA. FLAGGERS SHALL COORDINATE THE FLAGGING OF THE WORK ZONE TO ENSURE PEDESTRIANS CAN SAFELY PROCEED THROUGH THE AREA. IF THERE IS MORE THAN THE OCCASIONAL PEDESTRIAN WITHIN THE PROJECT LIMITS, REFER TO THE SITE SPECIFIC PEDESTRIAN WZTC PLAN. F . HOLIDAY CLOSURE RESTRICTIONS DAILY LANE, RAMP AND SHOULDER CLOSURES SHALL NOT BE PERMITTED ON DATES LISTED BELOW DURING THE FOLLOWING HOLIDAY PERIODS. 2021 6:00 AM THURSDAY, DECEMBER 31, 2020 THRU 6:00 AM MONDAY, JANUARY 4, 2021 - (NEW YEAR'S HOLIDAY) 6:00 AM FRIDAY, MAY 28, 2021 THRU 6:00 AM TUESDAY JUNE 1, 2021 - (MEMORIAL DAY HOLIDAY) 6:00 AM THURSDAY, JULY 03, 2021 THRU 6:00 AM TUESDAY, JULY 06, 2021 - (JULY 4m HOLIDAY) 6:00 AM FRIDAY, SEPTEMBER 03, 2021 THRU 6:00 AM TUESDAY, SEPTEMBER 07, 2021 - (LABOR DAY HOLIDAY) 6:00 AM WEDNESDAY, NOVEMBER 24, 2021 THRU 6:00 AM MONDAY, NOVEMBER 29, 2021 - (THANKSGIVING HOLIDAY) 6:00 AM THURSDAY, DECEMBER 23, 2021 THRU 6:00 AM MONDAY, DECEMBER 27, 2021 - (CHRISTMAS HOLIDAY) 6:00 AM THURSDAY, DECEMBER 30, 2021 THRU 6:00 AM MONDAY, JANUARY 03, 2022 - (NEW YEAR'S HOLIDAY) 2022 6:00 AM THURSDAY, DECEMBER 30, 2021 THRU 6:00 AM MONDAY, JANUARY 3, 2021 - (NEW YEAR'S HOLIDAY) 6:00 AM FRIDAY, MAY 27, 2022 THRU 6:00 AM TUESDAY, MAY 31, 2022 - (MEMORIAL DAY HOLIDAY) 6:00 AM FRIDAY, JULY 01, 2022 THRU 6:00 AM TUESDAY, JULY 05, 2022 - (JULY 4Lh HOLIDAY) 6:00 AM FRIDAY, SEPTEMBER 02, 2022 THRU 6:00 AM TUESDAY, SEPTEMBER 06, 2022 - (LABOR DAY HOLIDAY) 6:00 AM WEDNESDAY, NOVEMBER 23, 2022 THRU 6:00 AM MONDAY, NOVEMBER 28, 2022 - (THANKSGIVING HOLIDAY) 6:00 AM FRIDAY, DECEMBER 23, 2022 THRU 6:00 AM TUESDAY, DECEMBER 27, 2022 - (CHRISTMAS HOLIDAY) 6:00 AM FRIDAY, DECEMBER 30, 2022 THRU 6:00 AM TUESDAY, JANUARY 03, 2023 - (NEW YEAR'S HOLIDAY) E. NOTIFICATION REQUIREMENTS REGION 3 HAS A WORK ZONE TRAFFIC CONTROL (WZTC) NOTIFICATION POLICY WHICH REQUIRES ENGINEERS TO NOTIFY THE REGIONAL TRANSPORTATION MANAGEMENT CENTER (RTMC) PRIOR TO ALLOWING A CONTRACTOR TO IMPLEMENT WORK ZONE TRAFFIC CONTROL ACTIVITIES WITHIN THE HIGHWAY RIGHT OF WAY. WORK ZONE NOTIFICATION IS REQUIRED FOR THE FOLLOWING: FREEWAYS AND EXPRESSWAYS: ALL LANE, SHOULDER, ROAD, RAMP OR BRIDGE CLOSURES. (THIS INCLUDES MOBILE OPERATIONS WHICH OCCUPY THE LANES OR SHOULDERS) ALL OTHER STATE HIGHWAYS: ALL LANE CLOSURES WHOSE DURATION WILL BE GREATER THAN 2 HOURS AND ALL ROAD/BRIDGE CLOSURES. THE CONTRACTOR SHALL REPORT PROPOSED WZTC ACTIVITIES NOTED ABOVE TO THE ENGINEER BY 8:00 AM OF THE BUSINESS WEEK DAY (I.E. MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS) PRECEDING THE PROPOSED WZTC ACTIVITY. FAILURE TO DO SO WILL RESULT IN DISAPPROVAL TO PERFORM THE UNREPORTED WZTC ACTIVITY UNTIL THE ABOVE NOTIFICATIONS REQUIREMENTS ARE SATISFIED. NO PLANNED WZTC ACTIVITY SHALL BE IMPLEMENTED WITHOUT FIRST RECEIVING CLEARANCE FROM THE RTMC. 7. VEHICLE RESTRICTIONS THE CONTRACTOR SHALL REPORT ANY RESTRICTION (AS DEFINED BELOW) ON HIGHWAYS, RAMPS, OR BRIDGES AT LEAST SIX (6) BUSINESS WEEKDAYS IN ADVANCE OF THE RESTRICTION. SIX (6) DAYS LEAD TIME IS NECESSARY TO PROVIDE THE RTMC ADEQUATE TIME TO PREVENT ISSUANCE OF SPECIAL HAULING PERMITS THAT WOULD ROUTE OVERSIZE VEHICLES OVER THE RESTRICTED SECTION OF THIS CONTRACT. RESTRICTIONS SHALL BE DEFINED AS ONE OR MORE OF THE FOLLOWING: 1: COMPLETE CLOSURE OF A HIGHWAY, RAMP OR BRIDGE. 2: INSTALLATION OF BARRIER OR CHANNELIZING DEVICES THAT RESULT IN AN UNOBSTRUCTED WIDTH LESS THAN 18 FEET ALONG A HIGHWAY, RAMP OR BRIDGE. 3: SUITABLE DRIVING SURFACES OF LESS THAN 18 FEET IN WIDTH. 4: AVAILABLE VERTICAL CLEARANCE ABOVE THE HIGHWAY IS LESS THAN 14 FEET IN HEIGHT. 5: WORK WOULD LIMIT VEHICLE LENGTH (I.E. TURNING ABILITY) 6: CHANGING THE LOAD CAPACITY OF A HIGHWAY, RAMP OR BRIDGE. THE CONTRACTOR SHALL ALSO GIVE VERBAL NOTIFICATION AT LEAST SEVEN (7) BUSINESS DAYS (I.E. MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS) PRIOR TO AND AT THE END OF A RESTRICTION ON ANY ROADWAY TO THE: CORTLAND COUNTY: EMERGENCY CONTROL CENTER (607) 753-7534, ALTERNATE NUMBER (607) 753-7533 8. WORK AREA COORDINATION THE CONTRACTOR SHALL COORDINATE WORK ACTIVITIES WITH OTHER CONTRACTS WITHIN AND/OR ADJACENT TO THE CONTRACT WORK LIMITS. 9. ACCESS THE CONTRACTOR SHALL ENSURE THAT ACTIVE LANES OF TRAFFIC ON FREEWAYS ARE NOT CROSSED BY PEDESTRIAN WORKERS. FOR ALL OTHER HIGHWAYS, THE CONTRACTOR SHALL ENSURE THAT PEDESTRIAN WORKERS CROSS ACTIVE LANES OF TRAFFIC ONLY AT PROPERLY MARKED OR UNMARKED CROSSWALKS AND/OR DEDICATED PEDESTRIAN WALKWAYS. IT IS REQUIRED THAT THE PROJECT SAFETY AND HEALTH PLAN ADDRESS ACCESS TO EACH WORK AND STAGING AREA. WHERE IT IS FEASIBLE, VEHICLES AND EQUIPMENT USED FOR THE WORK AND TRANSPORTING OF WORKS TO/FROM THE WORK SITE SHALL ENTER AND LEAVE THE AREA CLOSED BY CHANNELIZING DEVICES WITHIN THE TERMINATION AREA OF THE TEMPORARY TRAFFIC CONTROL ZONE. WHERE SUCH ACCESS WITH THE TERMINATION AREA IS NOT FEASIBLE, OTHER AREAS FOR ENTRY AND EXIT SHALL BE DETERMINED AND INCLUDED IN THE PROJECT SAFETY & HEALTH PLAN, INCLUDING ILLUSTRATED EXAMPLES (TYPICALS) TO CLEARLY SHOW THE TEMPORARY CONTROL ELEMENTS THAT WILL BE PROVIDED. 10. CHANNELIZING DEVICES ALL CHANNELIZING DEVICES SHALL BE PLACED SO AS TO PROVIDE A 2 FOOT LATERAL CLEARANCE TO THE TRAVELED WAY UNLESS OTHERWISE SHOWN ON THE PLANS. WHERE POSSIBLE A LATERAL BUFFER SPACE OF 2 FOOT MINIMUM SHALL BE PROVIDEE BETWEEN THE WORK SPACE AND THE CHANNELIZING DEVICES. CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL BE 40' MAXIMUM FOR POSTED SPEED LIMIT OF 40 MPH OR GREATER AND 20' MINIMUM FOR POSTED SPEED LIMITS 35 MPH OR LESS. STANDARD CONES AND TUBULAR MARKERS SHALL NOT BE USED FOR CHANNELIZATION AND DELINEATION DURING THE HOURS OF DARKNESS, WHICH IS DEFINED AS THE PERIOD BETWEEN SUNSET AND SUNRISE. 1 1 . SIGNS ALL CONSTRUCTION SIGNS SHALL BE MOUNTED AT A HEIGHT OF 7 FEET ABOVE THE EDGE OF THE TRAVEL LANE. SIGNS SHALL NOT ENCROACH MORE THAN 4" INTO SHOULDERS USED BY PEDESTRIANS OR BICYCLES. WHERE SHOULDER WIDTHS ARE LIMITED AND SIGNS CANNOT BE ERECTED BEYOND THE SHOULDER, CONSTRUCTION SIGNS MAY NEED TO BE MOUNTED ON CONCRETE MEDIAN BARRIERS, BRIDGE PARAPETS, ETC. PRIOR TO ERECTING THOSE SIGNS THE CONTRACTOR SHALL PROVIDE MOUNTING DETAILS TO THE ENGINEER FOR APPROVAL SEVEN (7) DAYS PRIOR TO ERECTING THE CONSTRUCTION SIGNS. 12. DELINEATORS SINGLE LARGE DELINEATORS WITH RETROREFLECTIVE ASTM TYPE IX SHEETING 6" X 12", SHALL BE INSTALLED AT 20 FOOT INTERVALS FOR ALL LOCATIONS WHERE TEMPORARY CONCRETE BARRIER IS USED AND FOR ALL LOCATIONS WHERE PERMANENT CONCRETE BARRIER, GUIDE RAILING, AND/OR BRIDGE RAILING IS ADJACENT TO A LANE AND/OR SHOULDER WHERE THE WIDTH IS LESS THAN EXISTING. THE COLOR OF THE RETROREFLECTIVE DELINEATOR SURFACE SHALL MATCH THE COLOR OF THE EDGE OF PAVEMENT MARKINGS AS VIEWED BY APPROACHING TRAFFIC. DELINEATORS SHALL BE CLEARLY VISIBLE UNDER NORMAL CONDITIONS FROM A DISTANCE OF 1000 FEET WHEN ILLUMINATED BY THE HIGHBEAMS OF STANDARD AUTOMOBILE HEADLIGHTS. THE COST (INCLUDING REMOVAL) SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 619.01, BASIC WORK ZONE TRAFFIC CONTROL. 13. NON—PAYMENT THE CONTRACTOR'S FAILURE TO COMPLY WITH THE REQUIREMENTS AS STATED ABOVE WILL BE CONSIDERED UNSATISFACTORY TEMPORARY WORK ZONE TRAFFIC CONTROL. PAYMENT WILL BE WITHHELD FOR THE VARIOUS CONTRACT ITEMS WHICH CONTAIN WORK ZONE TRAFFIC CONTROL PROVISIONS IN ACCORDANCE WITH TABLE 619-7 FOR EACH DAY THAT FAILURE TO COMPLY OCCURS. FAILURE TO COMPLY WILL ALSO RESULT IN THE ASSESSMENT OF LIQUIDATED DAMAGES FOR EACH VIOLATION. J r M41M T ON ENGINEERING ROCHESTER LOCATION 39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5- 4 5 8- 7 7 7 0 ITHACA LOCATION 840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7- 2 4 1 - 2 9 1 7 www.marathoneng.com J 0 Lu LL Lu Lu vs z Q U) z Q a v O O mu) L z as Lu � c) O LZ Wo 0C/) zQ a z J p C, '- Lu 0 > O.W �o Lu 0 E o J Lu W Q � � J CO)W > Q >m Q a F_ O� O LL. O 0 JOB NO: 1308-21 SCALE: NA DRAWN: AMF DESIGNED: AMF DATE: 09/20/21 REVISIONS DATE BY REVISION 11 /01 /21 AF COUNTY & NYSDOT RE-SUBMFFTAL 12/08/21 AF UPDATES PER REVISED SURVEY 12/14/21 AF INFILTRATION BASIN GRADE REVS. 5/06/22 AF STORMWATER REVISIONS 5/19/22 AF POND GRADING UPDATES 6/20/22 AF NYSDOT REVISIONS 6/22/22 AF NYSDOT COORD. 6/30/22 AF NYSDOT COORD. IT IS A VIOLATION OF NEW YORK ST,.TE EDUCATION LAW ARTICLE 145, SECION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPYRIGHT©2022 MARATHON ENG. pF NEl�, Q� �GwN�YF/ �O * * r r 11 iPFO NO. 086648 OFESSIot P ADAM M. FISHEL / DRAWING TITLE: 1 Driveway Details (2of2) 14 of 14 SHEET No: C-8.2 1308-21 \ JOB No: DRAWING No: Page 1 of 2 SWPPP Inspection Summary #39 To: Anthony Lapczynski Project: Grace Brown House Inspector: Jacob Keplinger Reviewed by: Edward Keplinger Project No.: 36045 Date: April 04, 2022 Weather: Cloudy, 38° Time: 1:20 – 1:40 pm SWPPP inspection includes completion of NYSDEC construction duration form, site review of the entire project site, and photographic documentation of site visit. Site contractor was not on site during inspection. NYSDEC Completed Construction Duration Inspection form is located in the construction trailer and SWPPP Inspection Summary will be emailed to the Owner’s representative and be placed on site in the SWPPP binder. The site is in conformance with NYSDEC regulations. A. CURRENT SITE CONDITIONS and CONSTRUCTION ACTIVITY - Interior work continues on site. - Construction entrance in good shape. - Site is clean and in good condition. - Waiting on lawns to fill in – they have already been hydroseeded. B. CORRECTIVE ACTION REQUIRED - N/A C. OUTSTANDING ITEMS NOT PREVIOUSLY ADDRESSED. N/A D. SITE CONDITIONS PHOTOS Figure 1 Figure 2 Page 2 of 2 Figure 3 Figure 4 CC: Bruce Weber BWeber@cortlandville.org Brad Brink BBrink@rchgrd.com Jeff Taw JTaw@hkkarchitects.com Jennifer Barnes Jennifer@rchgrd.com Kathleen McGrath kathleen.mcgrath@cortlandswcd.org Kevin McMahon kmcmahon@cortlandville.org Don Grolling dgrolling@christopher-community.org