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Application, Comp, Structural Design
TOWN OF GROTON BUILDING PERMIT APPLICATION Rick Fritz, Code Enforcement Officer - 607-898-4428 or 607-591-9898 No Construction shall begin until a permit has been issued. Check documents you are supplying: ® Application Form & Fee- to Groton Town Clerk at 101 Conger Blvd. (Po Box 36) Groton, NY 13073 x Plot plan of the lot with dimensions for new and-existing structures, septic and wells. ® Construction specification drawings (professional stamped drawings may be required) or Appliance specifications ❑ Completed Affidavit of Exemption for owner occupied residences x If you have a contractor, proof of Workers Compensation or a sianed CE-200 Exemption form. A CE-200 can be applied for @ http://www.wcb.nV.gov/content/ebiz/wc db exemptions/reguestExemptionOverview.jsp ❑ Sewage System Construction Permit issued by the Tompkins County Department of Health, 607-274-6688 55 Brown Rd., Ithaca, NY 14850. Applications are on their web site www.tompkinscountVnV.gov/health/eh/owts/index Owner Date Name Mark Fuentes (Agent for AT&T Mobility) Mailing Phone Address 3391 Cambier Road Marion, NY 14505 585-230-7891 Project Tax Map # Flood Zone Address 601 Sovocool Hill Road Groton, NY 13073 31-1-3.1 es/no Description Cost Of Work Telecommunication facility and tower Estimate $125,000.00 Building Use Un-manned shelter Total Floor Zone Area— Sq ft 16,129 RA - Rural Agricultural Builder/ Contractor Empire Telecom Builder/ Contractor Name & Phone Andrew Reis 315-338-3566 Name & Phone Agricultural Building Use Total Acreage of lot 1) Will any part of the building be used for human habitation? No OYes 0 2) Will any part of the building be a place of employment where agricultural products are processed, treated or packaged ? No • Yesu 3) Will any part of the building be a place used by the Public? No • Yes hereby affirm under penalty of perjury that all information provided in this application is complete, correct, and contains no misleading statements. I understand that any false or inaccurate information contained in the application or attachments; any construction changes made after the issuance of a building permit; or failure to schedule required inspections, may invalidate all permits issued under this application, and that I may be required to remove any buildings, structures, or other construction started or completed as a result. I certify that I have read and understand the permit process and all requirements. I hereby authorize the Code Enforcement Officer of the Town of Groton, or a designee, to conduct all onsite inspections. I understand and agree that no building shall be occupied or used in part or in whole for any purpose until obtaining the Certificate of Occupancy or Completion. Land Owner nature: (s) Si g /(c)lh�� Date: 03/16/2020 ----------------- PROJECT COMPLETION or OCCUPANCY PROCESS 1 . Permit will be issued upon approval of a completed application with fee and all paperwork as above. Construction can begin with permit prominently displayed. Permit is good for a one year. 2. Once passing all required inspections, the permit will be closed and a Certificate of Occupancy or Completion will be issued. (Keep this document) 3. NO OCCUPANCY OR USE IS ALLOWED UNTIL PERMIT IS CLOSED!!! [ APPROVED • - Date [ ] DENIED Date Date Received D o'7 0 a-0 � 3 Comment: Reason: Permit Fee (5/o? ., D Signed Receipt# Code Enforcement Officer Activation Date Witz-6-A0 VARIANCE [ ]GRANTED Date Signed PERMIT# ZO ZO-O!y ,mot � - `- . Code Enforcement Officer [ ] DENIED Date Truss Decal PLOT PLAN For Interior work only Check box & skip to Name. MAP SHOWING THE STRUCTURE IS THE REQUIRED DISTANCE AWAY FROM PROPERTY LINES AND OTHER STRUCTURES: Using a survey map (or draw on the line below as the road) sketch your lot including the following .T. Property Lines 4 Location/(or proposed) well & septic with distances to lot lines. • Other structures -16 Location of new structure/addition with distances to lot lines. • Center of driveway or right-of-ways 4 Location of reflective house number sign Indicate North --------------44AMEOF ROAD OR STREET 601-Sorvocuol-HHllRo-ad.-._.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-._._.-.-.-.-._.-.-.- Owner Name AT& Mobility Corp. Lot Size Tax Map # Amount of Road Frontage ( Acres) 16,129 31-1-3.1 14 feet CERTIFICATION: I herby affirm under penalty of perjury that all information provided in this application is complete, correct, and contains no misleading statements. I understand that any false or inaccurate information contained in the application or attachments; any construction changes made after the issuance of a building permit; or failure to schedule required inspections, may invalidate all permits issued under this application, and that I may be required to remove any buildings, structures, or other construction started or completed as a result. I certify that I have read and understand the permit process and all requirements. I hereby authorize the Code Enforcement Officer of the Town of Groton, or a designee, to conduct all onsite inspections. I understand and agree that no building shall be occupied or used in part or in whole for any purpose until obtaining the Certificate of Occupancy or Completion. Owner(s) Signature: � til �����f�-�� Date: o3i16/2o2o cn (D 0 O �D (D r). (D CD —•• fD Q' C) � n- 0 (D 0 (D c r) > �' L2 sz Ul) I O _ K o p N O W O CA) O' N U) —• O O < (D C7 O CD DO n O O O 3 CT s 3 0 I 0• O u � x S?O r-+- (D O cn =W O CD Cn x N 4�6 O lll� cu O O � � O N —� O .� N � W W ® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 1/7/2020 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 endorsement(s). PRODUCER CONTACT NAME: Daisy Braun Arthur J. Gallagher Risk Management Services, Inc. A/ONry 856-675-1334 FAX No):856-482-1888 4000 Midlantic Dr, Suite 200 Mt. Laurel NJ 08054 E-MAIL Cher Hill.BSD.CertM a@AJG.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Liberty Mutual Fire Insurance Company 23035 INSURED INSURER B:First Liberty Insurance Corporation 33588 Empire Telecom USA, LLC INSURER C:AXIS Insurance Company 37273 1150 First Avenue, Suite 600 - -- King of Prussia, PA 19406 INSURER D:Navigators Insurance Company 42307 INSURER E: Liberty Insurance Underwriters Inc 19917 INSURER F: American Guarantee and Liability Ins CO 1 26247 COVERAGES CERTIFICATE NUMBER:47394117 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 POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY Y TB2-631-510650-049 11/30/2019 11/30/2020 EACH OCCURRENCE $2,000,000 CLAIMS-MADE 1XI OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $100,000 X Contractual Liab MED EXP(Any one person) $10,000 X XCU PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $4,000,000 POLICY[_X] PECOT- XCjI LOC PRODUCTS-COMP/OP AGG $4,000,000 - OTHER: 1$ A AUTOMOBILE LIABILITY AS2-631-510650-039 11/30/2019 11/30/2020 COMBINED SINGLE LIMIT $2,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident C UMBRELLA LIAB X OCCUR P-001-000073672-02 11/30/2019 11/30/2020 EACH OCCURRENCE $30,000,000 D NY19EXCZ03HAGIV 11/30/2019 11/30/2020 E X EXCESS LIAB CLAIMS-MADE 1000324565-02 11/30/2019 11/30/2020 AGGREGATE $30,000,000 F AEC 8761755-01 11/30/2019 11/30/2020 DED RETENTION$ $ B WORKERS COMPENSATION WC6-631-510650-019 11/30/2019 11/30/2020 X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER Y/N ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? a N/A -- (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 I I I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Cyber Liability(Primary) Policy#113019HUD Policy Period.- 11/30/2019-11/30/2020 Carrier: Hudson Excess Insurance Company Limit:$10,000,000 Cyber Liability(Excess) Policy#ES1005300369 See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Groton 101 Conger Blvd. (PO Box 36) AUTHORIZED REPRESENTATIVE Groton, NY 13073 �r �. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NEW �-` Workers' YORK CERTIFICATE OF INSURANCE COVERAGE vaa STATE 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 1 a. Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured EMPIRE TELECOM USA, LLC 1150 1 ST AVENUE, SUITE 600 484-804-4500 KING OF PRUSSIA, PA 19406 Work Location of Insured(Only required if coverage is specifically limited to 1 c. Federal Employer Identification Number of Insured certain locations in New York State,i.e., Wrap-Up Policy) or Social Security Number 46-0825383 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Town of Groton Standard Security Life Insurance Company of New York 101 Conger Blvd. (PO Box 36) 3b. Policy Number of Entity Listed in Box"la" Groton, NY 13073 R05857-002 3c.Policy effective period 3/10/2013 to 1/5/2021 4. Policy provides the following benefits: 0 A. Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: R A.All of the employer's 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 descojled above. Date Signed 1/7/2020 By bA. �,(_ (Signature of insurance carrier's authoriz d representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES 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 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 or 5B of Part 1 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 (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title 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. D113-120.1 (10-17) 111 r11111 11111111111 D13-120.1 (10-17) 11� --- YORK CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a. Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured Emppire Telecom USA, LLC 484-804-4500 1150 First Suite Avenue, 600 King of Prussia 19 1c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to 1 d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e., a Wrap-Up Policy) Number 46-0825383 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) The First Liberty Insurance Corporation Town of Groton 3b.Policy Number of Entity Listed in Box"'I a" 101 Conger Blvd P.O. Box 36 WC6-631-510650-019 Groton NY 13073 3c.Policy effective period 11/30/2019 to 11/30/2020 3d.The Proprietor, Partners or Executive Officers are F0 included.(Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3" insures the business referenced above in box 1 a"for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers' Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. 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 the coverage as depicted on this form. Approved by: Linda Madden -f insurance carrier) Approved by: 11/26/2019 (Signature) (Date) Title: Senior Client Service Coordinator Telephone Number of authorized representative or licensed agent of insurance carrier: 470-539-5661 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov 52599616 1 11/19-11/20 C105.2 I Linda Bradfish 1 11/26/2019 8:09:12 AM (CST) I Page 1 of 2 AGENCY CUSTOMER ID: LOC#: ACO ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMED INSURED Arthur J.Gallagher Risk Management Services, Inc. Empire Telecom USA,LLC 1150 First Avenue,Suite 600 POLICY NUMBER King of Prussia, PA 19406 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE Policy Period: 11/30/2019-11/30/2020 Carrier:Certain Underwriter at Lloyds Limit:$10MM x$10MM Property Policy Policy#13UUMBKO148 Policy Period: 11/30/19-11/30/20 Carrier:Hartford Fire Insurance Company Leased/Rented Equipment: Limit: $1,500,000 Deductible:$5,000 BPP Limit/Deductible:$8,265,000/$5,000 Professional Liab/E&O/Pollution Policy#0311-0596 Policy Period: 11/30/2019-11/30/2020 Carrier:Allied World Assurance Company, Ltd. Occurrence/Aggregate:$5MM/10MM Hartford Fire Insurance Company Inland Marine Policy Eff Date: 11/30/19-Exp Date: 11/30/20 Policy#13UUMBKO148 Installation Operations-LIMIT:$5,000,000/DEDUCTIBLE:$5,000 In Transit-LIMIT:$1,000,000/DEDUCTIBLE:$5,000 In Temporary Storage-LIMIT:$15,000,000/DEDUCTIBLE:$5,000 RE: Install 150'tower and cabinets on the ground inside the fenced area. Town of Groton, 101 Conger Blvd.(PO Box 36),Groton, NY 13073 is named as additional insured with respect to the above General Liability Policy,if required by a written contract executed prior to services performed. ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Thl LC SV . !3abre "Industri Towers and Poles Structural Design Report 154' Monopole Site.- Groton South, NY Prepared for: PI TELECOM INFRASTRUCTURE, LLC by: Sabre Towers & Poles TM Job Number: 20-5438-JDS January 27, 2020 MonopoleProfile.................................................................................. 1 PoleCalculations............................................ ..................................... 2-13 N co 0900$ eL" Designed Appurtenance Loading Elev Description Tx-Line 148'1 8"x 12" 150 (1)40,000 sq.in.antenna loading(at top) (15) 1 5/8- @ 60',180',300o < 138 (1)40,000 sq.in.antenna loading(below top) (15) 1 5/8- 126 (1)30,000 sq.in.antenna loading(below top) (3)1 5/8- ...........--- — 115 (1)Dish Mount(Monopole Only)-Pipe Mount(8'-10'Dish) 136' 81.x 12" 115 (1)10'H.P.Dish 1(1) 1 5/8- @ 60-,180°,300- Design Criteria-ANSIMA-222-1-1 Wind Speed(No Ice) 110 mph ............-- Wind Speed(Ice) 40 mph Design Ice Thickness 1.00 in 124'T 6"x 12" @ 60'.180'.300* Risk Category 11 LO �0 00 (0 C) W Exposure Category C r1- Ln Topographic Factor Procedure Method 1(Simplified) 115'T 6"x 12"@ 60' Topographic Category 2 Crest Height 245 ft Ground Elevation 1325 ft ................................................. Load Case Reactions Description Axial(kips) Shear(kips) Moment(ft-k) Deflection(ft) Sway(deg) 3s Gusted Wind 63.01 67.19 7942.11 12.83 10.43 3s Gusted Wind 0.9 Dead 47.27 67.29 7859.51 12.62 10.23 in 3s Gusted Wind&lce 85.67 13.04 1487.2 2.42 1,94 Service Loads I17.9 2114.83 3.49 2.8 Base Plate Dimensions Shape Diameter Thickness Bolt Circle Bolt Oty Bolt Diameter Round 81.25" 2.25" 75 5" 22 2.25" co Anchor Bolt Dimensions co Cl) r- J-) o Lin Length Diameter Hole Diameter Weight Type Finish zo 84" 2.25" 2.625" 2664.2 A615-75 Galv C4 CN CI) LO Material List Display Value A 2'-6" Notes 1) Antenna Feed Lines Run Inside Pole 2) All dimensions are above ground level,unless otherwise specified. 3) Weights shown are estimates. Final weights may vary. 4) Full Height Step Bolts 5) This tower design and,if applicable,the foundation design(s)shown on the following page(s)also meet or exceed the requirements of the 2015 International Building Code. 6) Tower Rating:100% ut) 00 00 9'T 10.5"x 25.5"@ 90'.270' 4'-10.5-x 25.5-@ 360- -Wj E Z_ 0 (n 0) T a) LM E 0 E 0 0 0 M > at z 0 0 Sabre Communications Corporation Job: 20-5438-JDS , 7101 Southbridge Drive sabrE. I!ndus �1�UStPIESs P.O.Box 658 Customer: P1 TELECOM INFRASTRUCTURE,LLC Towers and Poles Sioux City,IA 51102-0658 Site Name: Phone:(712)258-6690 Groton South,NY Fax:(712)279-0814 Information contained herein is the sole property of Sabre Communications Corporation,constitutes a trade Description: 154'Monopole secret as defined by Iowa Code Ch.550 and shall not be reproduced,copied or used in whole or part for any purpose whatsoever without the prior written consent of Sabre Communications Corporation. Date: 1/27/2020 M. Page I 20-5438-JDS ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- (USA 222-H) - Monopole Spatial Analysis (c)2017 Guymast Inc. Tel:(416)736-7453 Fax:(416)736-4372 Web:www.guymast.com Processed under license at: Sabre Towers and Poles on: 27 jan 2020 at: 15:54:50 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- 154' Monopole / Groton South, NY All pole diameters shown on the following pages are across corners. See profile drawing for widths across flats. POLE GEOMETRY ELEV SECTION No. OUTSIDE THICK RESISTANCES SPLICE ...OVERLAP... w/t NAME SIDE DIAM -NESS ®*Pn ®*Mn TYPE LENGTH RATIO ft in in kip ft-kip ft 153.0 .............. ......... . ..... ............. 14.22 0.250 810.E 227.0 A 18 8.6 17.01 0.250 973.0 328.0 145.5 ............... ... ... ....... ..... ... . ... . 17.01 0.250 973.0 328.0 A/B 18 SLIP 2.50 1.75 17.46 0.375 1487.1 507.3 143.0 ............... ........ ...... ...... ...... 17.4E 0.375 1487.1 507.3 B 18 7.1 33.71 0.375 2902.5 1952.8 99.5 ...... .................. . 33.71 0.375 2902.5 1952.8 B/C 18 SLIP 5.00 1.75 34.84 0.438 3494.8 2423.2 94.5 ............... ... .....4.... . .......... ... 34.8 . 0.438 3494.8 2423.2 C 18 13.0 50.25 0.438 4839.4 4877.2 53.2 ....... .. .... .... ........ 50.25 0.438 4839.4 4877.2 C/D 18 SLIP 7.25 1.70 52.10 0.438 4964.3 5190.6 46.0 ............... .... .. ....... ........... . 52.10 0.438 4964.3 5190.E D 18 19.8 69.29 0.438 5936.6 8290.8 0.0 ........................................... POLE ASSEMBLY SECTION BASE .............BOLTS AT BASE OF SECTION............ CALC NAME ELEV NUMBER TYPE DIAM STRENGTH THREADS IN BASE SHEAR PLANE ELEV ft in ksi ft A 143.000 0 A325 0.00 92.0 0 143.000 B 94.500 0 A325 0.00 92.0 0 94.500 C 46.000 0 A325 0.00 92.0 0 46.000 D 0.000 0 A325 0.00 92.0 0 0.000 POLE SECTIONS SECTION No.of LENGTH OUTSIDE.DIAMETER BEND MAT- FLANGE.ID FLANGE.WELD NAME SIDES BOT TOP RAD ERIAL BOT TOP ..GROUP.ID.. * * ID BOT TOP ft in in in A 18 10.00 17.96 14.22 0.625 1 0 0 0 0 B 18 51.00 35.59 16.51 0.625 2 0 0 0 0 C 18 53.50 52.97 32.96 0.625 3 0 0 0 0 D 18 53.25 69.29 49.37 0.625 4 0 0 0 0 Page 2 20-5438-JDS - Diameter of circumscribed circle MATERIAL TYPES -------------- -------------- TYPE OF TYPE NO OF ORIENT HEIGHT WIDTH .THICKNESS. IRREGULARITY SHAPE NO ELEM. WEB FLANGE. .PROJECTION. OF ORIENT AREA & deg in in in in deg PL 1 1 0.0 17.96 0.25 0.250 0.250 0.00 0.0 PL 2 1 0.0 35.59 0.38 0.375 0.375 0.00 0.0 PL 3 1 0.0 52.97 0.44 0.438 0.438 0.00 0.0 PL 4 1 0.0 69.29 0.44 0.438 0.438 0.00 0.0 & - with respect to vertical MATERIAL PROPERTIES MATERIAL ELASTIC UNIT .. STRENGTH .. THERMAL TYPE NO. MODULUS WEIGHT Fu Fy COEFFICIENT ksi pcf ksi ksi /deg 1 29000.0 490.0 80.0 65.0 0.00001170 2 29000.0 490.0 80.0 65.0 0.00001170 3 29000.0 490.0 80.0 65.0 0.00001170 4 29000.0 490.0 80.0 65.0 0.00001170 only 3 condition(s) shown in ful"i ;t Some concentrated wind loads may have been derived from full-scale wind tunnel testing LOADING CONDITION A 110 mph wind with no ice. wind AZimutha 0® LOADS ON POLE LOAD ELEV APPLY..LOAD..AT LOAD . .....FORCES...... ......MOMENTS..... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 152.000 0.00 0.0 0.0 0.0179 0.0067 0.0000 0.0000 C 149.000 0.00 0.0 0.0 0.0000 2.7893 0.0000 0.0000 C 149.000 0.00 0.0 0.0 17.0127 7.2000 0.0000 0.0000 C 145.000 0.00 0.0 0.0 0.0448 0.0168 0.0000 0.0000 C 137.000 0.00 0.0 0.0 0.0000 2.5646 0.0000 0.0000 C 137.000 0.00 0.0 0.0 1.3.6560 7.2000 0.0000 0.0000 C 135.000 0.00 0.0 0.0 0.0449 0.0168 0.0000 0.0000 C 125.000 0.00 0.0 0.0 0.0000 0.4680 0.0000 0.0000 C 125.000 0.00 0.0 0.0 10.2718 4.8000 0.0000 0.0000 C 125.000 0.00 0.0 0.0 0.0450 0.0168 0.0000 0.0000 C 115.000 0.00 0.0 0..0 0.0451 0.0168 0.0000 0.0000 C 114.000 0.00 0.0 0.0 0.0000 0.1423 0.0000 0.0000 C 105.000 0.00 0.0 0.0 0.0451 0.0168 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.0451 0.0168 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.0450 0.0168 0.0000 0.0000 C 75.000 0.00 0.0 0.0 0.0449 0.0168 0.0000 0.0000 C 65.000 0.00 0.0 0.0 0.0446 0.0168 0.0000 0.0000 C 55.000 0.00 0.0 0.0 0.0441 0.0168 0.0000 0.0000 C 45.000 0.00 0.0 0.0 0.0434 0.0168 0.0000 0.0000 C 35.000 0.00 0.0 0.0 0.0422 0.0168 0.0000 0.0000 C 25.000 0.00 0.0 0.0 0.0405 0.0168 0.0000 0.0000 C 1.5.000 0.00 0.0 0.0 0.0374 0.0168 0.0000 0.0000 D 153.000 0.00 180.0 0.0 0.0487 0.0476 0.0000 0.0000 D 148.000 0.00 180.0 0.0 0.0487 0.0476 0.0000 0.0000 D 148.000 0.00 180.0 0.0 0.0548 0.0935 0.0000 0.0000 D 143.000 0.00 180.0 0.0 0.0548 0.0935 0.0000 0.0000 Page 3 20-5438-zos o 1*3.000 0.00 180.0 0.0 0.0651 0.0951 0.0000 0.0000 o zza.soo 0.00 180.0 o.o 0.0e51 0.0951 0.0000 0.0000 o 128.500 0.00 180.0 0.0 0.0828 0.1207 0.0000 0.0000 o zz*.000 0.00 180.0 0.0 0.0828 0.1207 0.0000 0.0000 o 11*.000 0.00 180.0 0.0 0.100e 0.1463 0.0000 0.0000 o ys'sno 0.00 180.0 0.0 0.1006 0.14e3 0.0000 0.0000 o ye'snn 0.00 180.0 0.0 0.1125 0.3508 0.0000 0.0000 n e4.500 0.00 180.0 0.0 0.1125 0.3508 0.0000 0.0000 o e*.soo 0.00 180.0 0.0 0.1213 0.20e7 0.0000 0.0000 o 80'750 0.00 180.0 0.0 0.1213 0.20e7 0.0000 0.0000 D 80.750 0.00 180.0 0.0 0.1373 0.2352 0.0000 0.0000 o e7.000 0.00 180.0 0.0 0.1373 0.2352 0.0000 0.0000 o 67.000 0.00 180.0 0.0 0.152* 0.2e3e n'oonn 0.0000 o 53.250 0.00 180.0 0.0 0.152* 0.2636 0.0000 0.0000 o 53.250 0.00 180.0 0.0 0.1*27 0.5665 0.0000 0.0000 o **.noo 0.00 180.0 0.0 0.1627 0.5*65 0.0000 0.0000 o *s.000 o'on 180.0 o.o 0.1e78 0.3006 0.0000 0.0000 o 34.500 0.00 180.0 0.0 0.1*78 0.3006 0.0000 0.0000 o 3*.500 0.00 180.0 0.0 0.1744 0.32*5 0.0000 0.0000 o 23'000 0.00 180.0 0.0 0.1744 0.32*5 0.0000 0.0000 o as'000 0.00 180.0 0.0 n.zr** n.s*as 0.0000 0.0000 o 11.500 0.00 180.0 0.0 0.17** 0.3483 0.0000 0.0000 m 11.500 0.00 180.0 0.0 0.1852 0.3721 0.0000 0.0000 o 0.000 0.00 180.0 0.0 0.1852 0.3723- 0.0000 0.0000 ANTENNA LoAozwc .. . . ...ANTENNA....... .......... »nTAcnmswr ......... ..AmTswmA Foncss...... r,ps eLsv AZz nAo Azz AXIAL SHEAR sRxvzry ronszow ft ft kip kip mn ft-kin vp 114.0 0.0 z.s 0.0 6.1.2 0.00 0.65 0.00 I o^ozwG Cowozrzow M 110 mph wind with no ice. wind Azimuth: o* LOADS ON poLs LOAD sLsv AppLv..Lo*o. .AT LOAD . .....FORCES...... ......MOMENTS..... r,ps nAozus Azz Azz *omzz ooww venrIcAL ronsmAL fr ft kip kip fr-kip ft-kip c 152.000 0.00 0.0 0.0 0.0179 0.0050 0.0000 0.0000 c 14e.000 0.00 0.0 0.0 0.0000 2.0e20 0.0000 0.0000 c 149.000 0.00 0.0 0.0 17.0127 5.4000 0.0000 0.0000 c 145.000 0.00 0.0 0.0 o.o**a 0.0126 0.0000 0.0000 c 137.000 0.00 0.0 0.0 0.0000 1.*235 0.0000 0.0000 c 137.000 0.00 0.0 0.0 13.e560 5.4000 0.0000 0.0000 c 135.000 0.00 0.0 0.0 0.044e 0.0126 0.0000 0.0000 c 125.000 0.00 0.0 o'o 0.0000 0.3510 0.0000 0.0000 C 125.000 0.00 0.0 0.0 10.2718 3.6000 0.0000 0.0000 c 125.000 0.00 0.0 0.0 o.n*so 0.0126 0.0000 0.0000 c 115.000 0.00 0.0 0.0 u.o*sz 0.0126 0.0000 0.0000 c 114.000 0.00 0.0 0.0 0.0000 0.10e7 0.0000 0.0000 c 105.000 0.00 0.0 0.0 0.0*51 0.0176 0.0000 0.0000 c 95.000 0.00 0.0 0.0 0.0451 0.0126 0.0000 0.0000 c 85.000 0.00 0.0 0.0 o.o*so 0.0126 0.0000 0.0000 c 75.000 0.00 0.0 0.0 0.04*e 0.0126 0.0000 0.0000 c 65.000 0.00 0.0 0.0 0.044* 0.0126 0.0000 0.0000 c 55.000 0.00 0.0 0.0 0.04*1 0.012e 0.0000 0.0000 c 45.000 0.00 0.0 0.0 0.0*3* 0.0126 0.0000 0.0000 c 35.000 0.00 0.0 0.0 u.u*oa 0.0126 0.0000 0.0000 C 25.000 0.00 0.0 0.0 u.o*os 0.0126 0.0000 0.0000 C 15.000 0.00 0.0 0.0 0.0374 0.0126 0.0000 0.0000 o 153.000 0.00 180.0 0.0 0.0*87 0.0357 0.0000 0.0000 o 148.000 0.00 180.0 0.0 0.0487 0.0357 0.0000 0.0000 o 1*8.000 0.00 1.80.0 0.0 o.os^a 0.0701 0.0000 0.0000 o 143.000 0.00 180.0 0.0 n.os*o 0.0701 0.0000 0.0000 o 143.000 0.00 180.0 0.0 0.0651 0.0713 0.0000 0.0000 o 128.500 0.00 180.0 0.0 0.0651 0.0713 0.0000 0.0000 o 128.500 0.00 180.0 0.0 0.0828 o.o*us 0.0000 0.0000 o 11*.000 0.00 180.0 0.0 0.0828 0.0905 0.0000 0.0000 Page 4 20-5438-IDS D 114.000 0.00 180.0 0.0 0.1006 0.1097 0.0000 0.0000 D 99.500 0.00 180.0 0.0 0.1006 0.1097 0.0000 0.0000 D 99.500 0.00 180.0 0.0 0.1125 0.2631 0.0000 0.0000 D 94.500 0.00 180.0 0.0 0.1125 0.2631 0.0000 0.0000 D 94.500 0.00 180.0 0.0 0.1213 0.1550 0.0000 0.0000 D 80.750 0.00 180.0 0.0 0.1213 0.1550 0.0000 0.0000 D 80.750 0.00 180.0 0.0 0.1373 0.1764 0.0000 0.0000 D 67.000 0.00 180.0 0.0 0.1373 0.1764 0.0000 0.0000 D 67.000 0.00 180.0 0.0 0.1524 0.1977 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.1524 0.1977 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.1627 0.4249 0.0000 0.0000 D 46.000 0.00 180.0 0.0 0.1627 0.4249 0.0000 0.0000 D 46.000 0.00 180.0 0.0 0.1678 0.2255 0.0000 0.0000 D 34.500 0.00 180.0 0.0 0.1678 0.2255 0.0000 0.0000 D 34.500 0.00 180.0 0.0 0.1744 0.2433 0.0000 0.0000 D 23.000 0.00 180.0 0.0 0.1744 0.2433 0.0000 0.0000 D 23.000 0.00 180.0 0.0 0.1744 0.2612 0.0000 0.0000 D 11.500 0.00 180.0 0.0 0.1744 0.2612 0.0000 0.0000 D 11.500 0.00 180.0 0.0 0.1852 0.2791 0.0000 0.0000 D 0.000 0.00 180.0 0.0 0.1852 0.2791 0.0000 0.0000 ANTENNA LOADING .. .. .. .ANTENNA. . . .. ......... .. . ATTACHMENT ...........ANTENNA FORCES...... TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft-kip HP 114.0 0.0 1.9 0.0 6.12 0.00 0.49 0.00 LOADING CONDITION Y 40 mph w-i nd with th 1 -i c e. wind AZ-i mu th,- 0o LOADS ON POLE LOAD ELEV APPLY..LOAD..AT LOAD ... ...FORCES...... .. ....MOMENTS..... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft-kip ft-kip C 1.52.000 0.00 0.0 0.0 0.0147 0.0187 0.0000 0.0000 C 149.000 0.00 0.0 0.0 0.0000 2.7893 0.0000 0.0000 C 149.000 0.00 0.0 0.0 2.8491 11.1656 0.0000 0.0000 C 145.000 0.00 0.0 0.0 0.0368 0.0288 0.0000 0.0000 C 137.000 0.00 0.0 0.0 0.0000 2.5646 0.0000 0.0000 C 137.000 0.00 0.0 0.0 2.2779 11.1616 0.0000 0.0000 C 135.000 0.00 0.0 0.0 0.0369 0.0288 0.0000 0.0000 C 125.000 0.00 0.0 0.0 0.0000 0.4680 0.0000 0.0000 C 125.000 0.00 0.0 0.0 1.7451 7.4374 0.0000 0.0000 C 125.000 0.00 0.0 0.0 0.0369 0.0288 0.0000 0.0000 C 115.000 0.00 0.0 0.0 0.0369 0.0288 0.0000 0.0000 C 114.000 0.00 0.0 0.0 0.0000 0.1423 0.0000 0.0000 C 105.000 0.00 0.0 0.0 0.0369 0.0288 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.0368 0.0288 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.0366 0.0288 0.0000 0.0000 C 75.000 0.00 0.0 0.0 0.0364 0.0288 0.0000 0.0000 C 65.000 0.00 0.0 0.0 0.0359 0.0288 0.0000 0.0000 C 55.000 0.00 0.0 0.0 0.0353 0.0288 0.0000 0.0000 C 45.000 0.00 0.0 0.0 0.0344 0.0288 0.0000 0.0000 C 35.000 0.00 0.0 0.0 0.0331 0.0288 0.0000 0.0000 C 25.000 0.00 0.0 0.0 0.0311 0.0288 0.0000 0.0000 C 15.000 0.00 0.0 0.0 0.0278 0.0288 0.0000 0.0000 D 153.000 0.00 180.0 0.0 0.0132 0.0742 0.0000 0.0000 D 148.000 0.00 180.0 0.0 0.0132 0.0742 0.0000 0.0000 D 148.000 0.00 180.0 0.0 0.0151 0.1247 0.0000 0.0000 D 128.500 0.00 180.0 0.0 0.0176 0.1314 0.0000 0.0000 D 128.500 0.00 180.0 0.0 0.0211 0.1640 0.0000 0.0000 D 114.000 0.00 180.0 0.0 0.0211 0.1640 0.0000 0.0000 D 114.000 0.00 180.0 0.0 0.0252 0.1982 0.0000 0.0000 D 99.500 0.00 180.0 0.0 0.0252 0.1982 0.0000 0.0000 D 99.500 0.00 180.0 0.0 0.0279 0.4085 0.0000 0.0000 D 94.500 0.00 180.0 0.0 0.0279 0.4085 0.0000 0.0000 D 94.500 0.00 180.0 0.0 0.0300 0.2686 0.0000 0.0000 D 80.750 0.00 180.0 0.0 0.0300 0.2686 0.0000 0.0000 Page 5 20-5438-Jos o oo.rsu 0.00 180.0 0.0 0.0336 0.3048 0.0000 0.0000 o 67.000 0.00 180.0 0.0 0.0336 o.so*a 0.0000 0.0000 o 67.000 0.00 180.0 0.0 0.0371 o.a*or 0.0000 0.0000 o 53.250 0.00 180.0 0.0 0.0371 0.3*07 0.0000 0.0000 o 53.250 0.00 180.0 0.0 o.osy* 0.e48e 0.0000 0.0000 o 46.000 0.00 180.0 0.0 n.oas* 0.6*8e 0.0000 0.0000 o *s.000 0.00 180.0 0.0 0.0405 0.3861 0.0000 0.0000 o 34.500 0.00 180.0 0.0 0.0405 0.3861 0.0000 0.0000 o 3*.500 0.00 180.0 0.0 0.0420 0.41*5 0.0000 0.0000 o 23.000 0.00 180.0 0.0 o.o+zo 0.4145 0.0000 0.0000 o 23.000 0.00 180.0 0.0 o.o^zu 0.4*12 0.0000 0.0000 o 0.000 0.00 180.0 0.0 o.u**z o.^eze 0.0000 0.0000 ANTENNA LoAozms .......ANTENNA... ...... . ...... . ArrAc*MEmr . ....... ...AwrcmmA Fonccs...... rvpE s'sv Azz n^o ^Zz ^xz^L sys^n cn^vzr/ ronsznm r-t ft kip kip kip rt-kip vp 11*.0 0.0 1.9 0.0 0.85 0.00 2.48 0.00 {usA ozz-*} - monopole spatial Analysis (c)2017 auvmast Inc. rel:{*1e}736-7*53 pax:{41e}736-*377 weu:www.uuvmast.com Processed under license at: Sabre Towers and poles on: 27 jan zozo at: 15:54:50 154' monopole / Groton south. w, M*uzmuM poLs nsronMATzoms cALcuLATco(w.r.t. wind direction) wAsr ...... .osrLEcrzoms (rr)....... .. . ........xoTArzows {uen}......... sLev ..... HnnzzowrAL .... .. ooWm ........ rzcr .......... rwzsr rt ALONG wcnoss ALONG ACnoss 153.0 zz.asA -0.47n 1.60A 10.43A -o.zyx -0.041 ....... ....... .......... .............. ....... .. ....................... z*o.o 11.94A -o.**x 1.**A 10.*2A -o.zex -o.o*z 143.0 11.07A -o.*zx 1.28A 10.29A -o.zex -0.041 ......... .. .. . ...... . . .. ............. . ....... ......................... 128.5 o.asA -o.a�x o.ar« e.zg� -o.uex -o.o*z 11*.0 e.sz^ -o.zax o.ss^ r.oz« -0.28x -0.0*3 ...... ..... .. ....... ......... ........ ....... ................ .......... s*.s �.7s^ -o.�n^ o.�a^ e.asA -o.z�x -o.00j g+.s w.azA -0.1ex 0.27A s.ezA -o.zsx -o.ozz ....... ............. ......... ...... .. .......... ............. .. ........ 80.7 z.ee� -n.�ax 0.15A 4.73A -o.zzx -o.oz3 67.0 z.seA -o.ogx o.oa^ s.eo^ -0.1ex -0.013 ......... .. . ........ ............. . . . . ...... .. .... .. ................... 53.2 z.ze� -o.os� o.o*� z.rsx -o.zyx -o.nz� *o.o o.or^ -0.04x o.oz^ z.azA -o.zzx 0.003 ..... .............. ..... .... ....... . . ...... ....... . ....... .... ........ 34.s o.�7^ -o.oax 0.01^ z.esA -o.oux o.00z 23.0 o.zo^ -u.ozx o.00A z.osA -o.osx o.00i ......... ....... .... .. .. ......... .. .. ........ ..... ........ ...... ...... zz.s o.os^ u.00x o.00A o.suA -o.00x 0.003 0.0 o.00A o.00A o.noA o.on^ n.ouA o.00A ........... .. .... ................ .. .. . . ...... .. .. .. ................... MAXIMUM AwrEwm^ AND nspLscron noTATzmws Page 6 20-5438-JDS ELEV ANT ANT .... BEAM DEFLECTIONS (deg) ........... AZI TYPE ROLL YAW PITCH TOTAL ft deg 114.0 0.0 HP -7.612 7 0.466 K 7.867 A 7.867 A MAXIMUM POLE FORCES CALCULATED(w.r.t. to wind direction) -------------------------------------------------------- -------------------------------------------------------- MAST TOTAL SHEAR.w.r.t.WIND.DIR MOMENT.w.r.t.WIND.DIR TORSION ELEV AXIAL ALONG ACROSS ALONG ACROSS ft kip kip kip ft-kip ft-kip ft-kip 153.0 . .. . .. . .. . .. . . .... 0.02 P 0.02 w -0.01 E 0.03 w -0.01 E 0.00 E 14.35 z 17.29 w -0.01 E -19.00 A -0.05 C 0.09 K 148.0 ...... ........ .. ....... ....... ....... .......... ..... . . .. ... . ... . .. 14.35 AG 17.31 R -0.02 H -19.04 0.06 K -0.08 C 15.00 AG 17.64 R -0.02 H -112.60 B -0.38 C 0.51 K ..... . ..... . .. . .. .... .... 15.00 AH 17.65 R -0.03 K -112.61 F -0.39 C 0.52 K 30.63 AH 32.26 R -0.03 K -521.29 B 1.93 K 2.26 K 128.5 ...... .... .. ... .... ...... .... ..... .. . ...... .. . ........ ...... ......... 30.63 AH 32.26 R 0.04 N -521.28 B 1.93 K 2.26 K 40.97 AH 43.81 R 0.04 N -1154.30 B 4.04 K 5.06 K 114.0 ....... .... .. ..... ..................... .. .. ... .. .. ....... .. ...... 43.59 AH 49.87 M 3.10 C -1155.23 F 4.97 AB 12.11 E 46.49 AH 51.36 M 3.10 C -1929.32 A 49.30 K -10.89 1 ..... ...... .. ... .... .. ..... .. .. 46.49 AH 51.39 M -3.15 K -1929.18 A 49.23 K -10.89 7 48.56 AH 52.00 M -3.15 K -2201.68 A 65.51 K -10.80 1 94.5 ..... ...... ... ...... ..... ... ...... ....... ...... ..... ... ...... ....... 48.56 AH 52.04 M -3.13 K -2201.62 A 65.49 K -10.80 � 52.28 AH 53.75 M -3.13 K -2966.42 A 110.06 K -10.62 1 ... .. ....... .. .. ........ ... ... . .. 52.28 AH 53.77 M -3.13 K -2966.41 A 110.05 K -16.62 56.50 AH 55.69 M -3.13 K -3752.31 A 154.51 K -10.50 7 67.0 ........ ... .... .... ..... ....... .... ..... .... .. .. ......... ...... ..... 56.50 AH 55.70 M -3.12 K -3752.28 A 154.49 K -10.50 7 61.24 AH 57.88 M -3.12 K -4561.83 A 198.74 K -10.43 7 53.2 ...... ...... ... .... ..... .. ... ... ..... ....... .. . ....... ........ ....... 61.24 AH 57.86 M -3.14 K -4561.82 A 198.72 K -10.43 65.95 AH 59.04 M -3.14 K -4998.91 A 222.11 K -10.41 1 46.0 ..... ... ...... .... .... ...... .... ...... . ... .. ... ........ .... ... .. .. 65.95 AH 59.06 M -3.14 K -4998.87 A 222.13 K -10.41 � 70.44 AH 61.07 M -3.14 K -5707.24 A 259.05 K -10.39 1 34.5 .. .. .. ... .. ... ........ .... ... ..... 76.44 AH 61.08 M -3.15 K -5707.23 A 259.05 K -10.39 7 75.24 AH 63.13 M -3.15 K -6433.71 A 295.96 K -10.38 1 23.0 ...... ...... .... ..... ..... ..... ....... ...... ...... ....... ........ ..... 75.24 AH 63.12 M -3.14 K -6433.72 A 295.96 K -10.38 � 80.40 AH 65.16 M -3.14 K -7178.67 A 332.51 K -10.38 1 11.5 .. .. ...... .. ... ... ..... ...... ..... 80.40 AH 65.16 M -3.15 K -7178.67 A 332.51 K -10.38 i 85.67 AH 67.29 M -3.15 K -7942.11 A 368.86 K -10.38 -------------------------------------------------------------------------------- base reaction 85.67 AH -67.29 M 3.15 K 7942.11 A -368.86 K 10.38 1 -------------------------------------------------------------------------------- COMPLIANCE WITH 4.8.2 & 4.5.4 Page 7 20-5438-JDS ----------------------------- ELEV AXIAL BENDING SHEAR + TOTAL SATISFIED D/t(w/t) MAX TORSIONAL ALLOWED ft 153.00 ...... . . . ..... ...... .... ........ ..... ........ ............... .......... 0,0OF 0.00W O.00W O.00W YES 8.64A 45.2 0.02Z 0.06A 0.04W 0.08A YES 9.94A 45.2 148.00 ...... . ....... ...... .. . . ........... .... ...... ......... .... .... . .. . 0.01AG 0.043 0.03R 0.053 YES 6.51A 45.2 0.01AG 0.21B 0.02R 0.22B YES 7.38A 45.2 143.00 .... . ...,. ®... . . ...... ............... .... ,... . ,,, . . . .... . .. . ... .. .. O.OlAH 0.22E C�,02R 0.23E YES 7.14A 45.2 0.02AH 0.59B 0.03R 0.60B YES 9.65A 45.2 128.50 ...... . .. ..... ....... . . ....... . . . . .... ............... ... .... . 0.02AH 0.59B 0.03N 0.606 YES 45.2 0.02AH 0.84E 0.04N 0.86B YES 12.16A 45.2 0.02AH 0.84E 0.04M 0.86E YES 12.1.6A 45.2 0.02AH 0.99A 0.04M 1.00A YES 14.68A 45.2 99.50 ...... . .. .. ... ..... ................................... .. ...... .... 0.01AH 0.85A 0.03M 0.86A YES 12.53A 45.2 0.O1AH 0.87A 0.03M 0.88A YES 13.27A 45.2 94.50 ..... . . .. .. ... . ..... .. .. .... . ,. .. . ............. ... . ..,... . .. 0.01AH 0.91A 0.03M 0,92A YES 12.97A 45.2 0.01AH 0.93A 0.03M 0.94A YES 15.01A 45.2 80.75 ... . ....... ... .. .... .. ........ ... ................ ....... ............ 0.01AH 0.93A 0.03M 0.94A YES 15.O1A 45.2 0.01AH 0.93A 0.02M 0.94A YES 1_7.05A 45.2 67.00 .... . . . .. ... .... ........... .. ... .. .... ....... ....... .... ....... 0.01AH 0.93A 0.02M 0.94A YES 17.05A 45.2 0.01AH 0.93A 0.02M 0.94A YES 19.09A 45.2 O,OIAH 0.93A O,OZM 0.94A YES 19.09A 45.2 0.01.AH 0.94A 0.02M 0.95A YES 20.17A 45.2 46.00 .... .. .. . . . . . ,. . , ,. .. .,. ,, . .............. ,, .. ..... 0.01AH 0.96A 0.02M 0,97A YES 19.82A 45.2 0.01AH 0.96A 0.02M 0.97A YES 21.52A 45.2 0,01AH 0.96A 0.02M 0.97A YES 21.52A 45.2 0.01AH 0.96A 0.02M 0.97A YES 23.23A 45.2 23.00 ........... ... ...,. ............................... .. ,, .. , ,.,.. 0.01AH 0.96A 0.02M 0.97A YES 23.23A 45.2 0.01AH 0.96A 0.02M 0.97A YES 24.94A 45.2 11.50 ....... . ..... .... . . .......... ... .... .... 0.01.AH C?.96A 0.02M 0.97A YES 24.94A 45.2 0.01AH 0.96A 0.02M 0.97A YES 26.65A 45.2 0.00 ........... . ........ .... ............. .......... .. ........... .......... MAXIMUM LOADS ONTO FOUNDATION(w.r.t. wind direction) ---------------------------------------------------- DOWN SHEAR.w.r.t.WXND.DIR MOMENT.w.r.t.WIND.DIR TORSION ALONG ACROSS ALONG ACROSS kip kip kip ft-kip ft-kip ft-kip 85.67 67.29 --3.15 --7942.11 368.86 -10.38 AH M K A K ;l Page 8 20-5438-JDS ------------------------------------------------------------------------------- (USA 222-H) - Monopole Spatial Analysis (02017 Guymast Inc. Tel :(416)736-7453 Fax:(416)736-4372 Web:www.guymast.com Processed under license at: Sabre Towers and Poles on: 27 jan 2020 at: 15:54:59 ------------------------------------------------------------------------------- 154' Monopole / Groton South, NY X�x'.t7Y'.r'.rk:YaC�t1Y4tSYXX'.c1Y'.r'.c'.r��SYXX'SY4tSY�'.r��t�kSYX'SY�Xu'XksY�SYkSYSYY�CX'XiY°kSY�.fSY.YSY'.t�C�tSYSYSYSY'.rSY'.r7YX'Xkrk1Y3CSY4i�f x.'�tsY�.tz`�t�tXsYi:sYsY�'sY`k� ��'��.�k Y �'t�.csY XYX�txsYk �tsY���t�tYsY�� Service Load Condition irxicsYirxYsYxicsYirxicirsYYsYsYirzYsY�'c4cYxYYirYirYksYsYiric'rxicsY4cY:rYirsYirxYY4rx4rY�rsYsYYsc�rsYYxxxicY�rYsY�sYxxscxirx • only 1 condition(s) shown in full * Some concentrated wind loads may have been derived from full-scale wind tunnel testing LOADING CONDITION A 60 mph wind with no ice. Wind Azimuth: 0® LOADS ON POLE LOAD ELEV APPLY..LOAD..AT LOAD . .. ...FORCES... ... ......MOMENTS..... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNA1... ft ft kip kip ft-kip ft-kip C 152.000 0.00 0.0 0.0 0.0048 0.0056 0.0000 0.0000 C 149.000 0.00 0.0 0.0 0.0000 2.3244 0.0000 0.0000 C 149.000 0.00 0.0 0.0 4.5288 6.0000 0.0000 0.0000 C 145.000 0.00 0.0 0.0 0.0119 0.0140 0.0000 0.0000 C 137.000 0.00 0.0 0.0 0.0000 2.1372 0.0000 0.0000 C 137.000 0.00 0.0 0.0 3.6353 6.0000 0.0000 0.0000 C 135.000 0.00 0.0 0.0 0.0120 0.0140 0.0000 0.0000 C 125.000 0.00 0.0 0.0 0.0000 0.3900 0.0000 0.0000 C 125.000 0.00 0.0 0.0 2.7344 4.0000 0.0000 0.0000 C 125.000 0.00 0.0 0.0 0.0120 0.0140 0.0000 0.0000 C 115.000 0.00 0.0 0.0 0.0120 0.0140 0.0000 0.0000 C 114.000 0.00 0.0 0.0 0.0000 0.1186 0.0000 0.0000 C 105.000 0.00 0.0 0.0 0.0120 0.0140 0.0000 0.0000 C 95.000 0.00 0.0 0.0 0.0120 0.0140 0.0000 0.0000 C 85.000 0.00 0.0 0.0 0.0120 0.0140 0.0000 0.0000 C 75.000 0.00 0.0 0.0 0.0119 0.0140 0.0000 0.0000 C 65.000 0.00 0.0 0.0 0.0119 0.0140 0.0000 0.0000 C 55.000 0.00 0.0 0.0 0.0117 0.0140 0.0000 0.0000 C 45.000 0.00 0.0 0.0 0.0115 0.0140 0.0000 0.0000 C 35.000 0.00 0.0 0.0 0.0112 0.0140 0.0000 0.0000 C 25.000 0.00 0.0 0.0 0.0108 0.0140 0.0000 0.0000 C 15.000 0.00 0.0 0.0 0.0100 0.0140 0.0000 0.0000 D 153.000 0.00 180.0 0.0 0.0130 0.0397 0.0000 0.0000 D 148.000 0.00 180.0 0.0 0.0130 0.0397 0.0000 0.0000 D 148.000 0.00 1.80.0 0.0 0.0152 0.0783 0.0000 0.0000 D 128.500 0.00 180.0 0.0 0.0180 0.0796 0.0000 0.0000 D 128.500 0.00 180.0 0.0 0.0221 0.1006 0.0000 0.0000 D 114.000 0.00 180.0 0.0 0.0221 0.1006 0.0000 0.0000 D 114.000 0.00 180.0 0.0 0.0268 0.1219 0.0000 0.0000 D 99.500 0.00 180.0 0.0 0.0268 0.1219 0.0000 0.0000 D 99.500 0.00 180.0 0.0 0.0299 0.2924 0.0000 0.0000 D 94.500 0.00 180.0 0.0 0.0299 0.2924 0.0000 0.0000 D 94.500 0.00 180.0 0.0 0.0323 0.1723 0.0000 0.0000 D 80.750 0.00 180.0 0.0 0.0323 0.1723 0.0000 0.0000 D 80.750 0.00 180.0 0.0 0.0366 0.1960 0.0000 0.0000 D 67.000 0.00 180.0 0.0 0.0366 0.1960 0.0000 0.0000 D 67.000 0.00 180.0 0.0 0.0406 0.2197 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0406 0.2197 0.0000 0.0000 D 53.250 0.00 180.0 0.0 0.0433 0.4721 0.0000 0.0000 D 46.000 0.00 180.0 0.0 0.0433 0.4721 0.0000 0.0000 D 46.000 0.00 180.0 0.0 0.0447 0.2505 0.0000 0.0000 D 34.500 0.00 180.0 0.0 0.0447 0.2505 0.0000 0.0000 D 34.500 0.00 180.0 0.0 0.0464 0.2704 0.0000 0.0000 D 23.000 0.00 180.0 0.0 0.0464 0.2704 0.0000 0.0000 D 23.000 0.00 180.0 0.0 0.0464 0.2903 0.0000 0.0000 Page 9 20-5438-IDS D 11.500 0.00 180.0 0.0 0.0464 0.2903 0.0000 0.0000 D 11.500 0.00 180.0 0.0 0.0493 0.3101 0.0000 0.0000 D 0.000 0.00 180.0 0.0 0.0493 0.3101 0.0000 0.0000 ANTENNA LOADING --------------- --------------- .......ANTENNA................. ATTACHMENT ...........ANTENNA FORCES...... TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft-kip HP 114.0 0.0 1.9 0.0 1.63 0.00 0.54 0.00 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- MAXIMUM POLE DEFORMATIONS CALCULATED(w.r.t. wind direction) ----------------------------------------------------------- ----------------------------------------------------------- MAST .......DEFLECTIONS (ft)......... .........ROTATIONS (deg)......... ELEV ..... HORIZONTAL ...... DOWN ........ TILT .......... TWIST ft ALONG ACROSS ALONG ACROSS 153.0 3.49A 0.12C 0.12A 2.80A 0.08C -0.017 ........... ........................................................... 148.0 3.25A 0.120 O.11A 2.80A 0.080 -0.01] 143.0 3.00A 0.11C 0.10A 2.77A 0.08C -0.01i ...................................................................... 128.5 2.34A 0.09C 0.07A 2.49A 0.07C -0.017 114.0 1.75A 0.07C 0.04A 2.11A 0.07C -0.017 ...................................................................... 99.5 0.06C 0.03A 1.70A 0.07C -0.017 94.5 1.13A 0.05C 0.02A 1.58A 0.06C -0.011 ..... ....... ... ......... ....... ... ....... ..... ...... ...... ...... 80.7 0.79A 0.040 O.OlA 1.26A 0.05C O.00I 67.0 0.52A 0.020 0.01A 0.98A 0.04C 0.00i 53.2 0.32A 0.01C O.00A 0.74A 0.030 0.003' 46.0 0.23A 0.01C O.00A 0.62A 0.03C 0.001 ...................................................................... 34.5 0.13A O.0lC O.00A 0.44A 0.02C 0.007 23.0 0.05A 0.000 O.00A 0.28A 0.01C 0.003 ...................................................................... 11.5 O.OlA 0.000 O.00A 0.13A O.O1C O.00I 0.0 O.00A O.00A O.00A O.00A O.00A O.00A ....... ...................................... ......................... MAXIMUM ANTENNA AND REFLECTOR ROTATIONS --------------------------------------- --------------------------------------- ELEV ANT ANT .... BEAM DEFLECTIONS (deg) ........... AZI TYPE ROLL YAW PITCH TOTAL ft deg 114.0 0.0 HP -2.037 I 0.035 C 2.107 A 2.107 A MAXIMUM POLE FORCES CALCULATED(w.r.t. to wind direction) MAST TOTAL SHEAR.w.r.t.WIND.DIR MOMENT.w.r.t.WIND.DIR TORSION ELEV AXIAL ALONG ACROSS ALONG ACROSS ft kip kip kip ft-kip ft-kip ft-kip 153.0 . .. . .. .... . .. . .. . .. 0.00 B 0.00 E 0.00 B 0.01 E 0.00 B 0.00 B 8.53 L 4.60 E 0.00 B -5.14 A 0.01 K 0.01 K 148.0 .. .... .... ....... ....... ..... .. ........ ..... .... .... ..... ...... . .. . . 8.53 G 4.60 D 0.00 I -5.15 L 0.02 K 0.01 K Page 10 20-5438-7DS 8.94 G 4.69 D 0.00 I -30.40 A 0.08 K 0.04 K 143.0 8.94 I 4.70 j 0.00 B -30.40 A 0.09 K -0.04 c 18.24 I 8.59 J 0.00 B -140.47 L -0.36 c 0.17 K 128.5 . ........ .. . .. .. ... ... ... .... ....... . .... . ...... . . .... 18.24 I 8.59 C 6.00 L -140.47 1.. -0.36.0 6.17 K 24.11 I 11.67 C 0.00 L -310.17 L -0.76 C 0.37 K 114.0 .. . . .. ...... ........ .......... .. . ,. ,..... ... .,...... . .... 24.77 I 13.28 A 0.82 C -311.02 G -1.40 I -2.84 7 26.55 I 13.68 A 0.82 C -516.44 A --12.24 C -2.82 7 99.5 ,. ...,. .... ... ,. ,. .... . , .. ,,. ...... . .... 26.55 E 13.67 A 0.$2 c -51.6.46 A -12.23 C -2.82 � 28.03 E 13.83 A 0.82 C -588.99 A -16.51 C -2.82 j 94.5 .... .. .. .. .. ......... .. . .... ...... . . .... . .. .. ... . ...... .... .... 28.03 E 13.85 A 0.85 C -589.65 A -16.51 C -2.82 J 30.41 E 14.31 A 0.85 C -792.42 A -28.56 C -2.81 J 80.7 30.41 E 1.4.32 A 0.85 c...... A -28.56 C -2.81. 7 33.12 E 14.83 A 0.85 C -1001.29 A -40.56 C -2.80 7 67.0 ... ... .. . . . ..... . . ..... ....... .. . .. ..... ... .... . ..... 33.12 E 14.8i. 3 A 0.85 C -1001.29 A -40.56.0 -2.80 J 36.17 E 15.42 A 0.85 C -1.216.31. A -52.52 C -2.80 ] 53.2 36.17 E 15.40 A 0.85 c -1.2:1.6.31. A.. .....52.52 C -2.80 7 39.59 E 15.71 A 0.85 C -1332.31 A -58.79 C -2.80 7 46.0 39. . .59E...... .15....71. .A 0... ... ...85...C.. ....-1332....30..A. . ..--.58.80.......C......-2.80. ..J�... , . . 42.50 E 16.25 A 0.85 C -1520.42 A -68.75 C -2.80 J . .... .... ... . .. . 42.5Q E 16.24 A 0.85 C -1520.41 A -68.75 C ......2.80 45.62 E 16.79 A 0.85 C -1713.46 A -78.63 C -2.80 3 23.0 ...... .... ... . ..... .. .... . .... .... , ... .. ...... ..... 45.62 E 16.79 A 0.84 C -1713.45.A -78.64.0 -2.80 48.97 E 17.33 A 0.84 c -1911.58 A -88.44 C -2.80 J . . ... . .. . .. . .. ... ... ...... . ... 11.5 .. ... .. 48.97 E 17.33. ......A 0.85 C -1911.59.A -88.44 c -2.80 J 52.54 E 17.90 A 0.85 C -2114.83 A -98.21 C -2.80 j -------------------------------------------------------------------------------- base reaction 52.54 E -17.90 A -0.85 C 2114.83 A 98.21 C 2.80 J -------------------------------------------------------------------------------- COMPLIANCE WITH 4.8.2 8, 4.5.4 ELEV AXIAL BENDING SHEAR + DOTAL SATISFIED D/t(W/t) MAX TORSIONAL ALLOWED ft 153.00 ....... ........ . .. ... . ... .... .. . ....... .. .. .. ..... .. .. .... 0.006 0.00E 0.00E 0.00E YES 8.64A 45.2 0.01L 0.02A 0.01E 0.03A YES 9.94A 45.2 148.00 ...... . .. .. .... ..... .... ......... .... . ...... ....... ............... .... 0.01G 0.01.E 0,01D 0.02L YES 6.51A 45.2 0.01E 0.06A 0.01D 0.06A YES 7.38A 45.2 0.011 0.06A 0.017 0.07A YES .7.14A 45.2 0.011 0.16L 0.017 0.17L YES 9.65A 45.2 O.OII 0.16E 0.01C 0.17E YES 9.65A 45,2 0.01I 0.23L 0.01C 0.24L YES 12.16A 45.2 114.00 ..... .. .. ..... .... . . .... ..... ....... ....... .. .. ... . . ................. . Page 11 20-5438-3DS 0.011 0.23c, 0.01A 0.24G YES 12.16A 45.2 0.01.I 0.26A 0.01A 0.27A YES 14.68A 45.2 0.01E 0.23A O.OlA 0.24A YES 12.53A 45.2 0.01E 0.23A 0.01A 0.24A YES 13.27A 45.2 0.01.E 0.24A 0.01.A 0.25A YES 12.97A 45.2 0.01E 0.25A 0.01A 0.25A YES 15.01A 45.2 80.75 ....... .. .. ...... ... .. .... .... .. .... . ...... .. ... .. ... .. ..... 0.01E 0.25A 0.61A 0.25A YES... 15.01A 45.2 0.01E 0.25A 0.01A 0.26A YES 17.05A 45.2 67.00 ...... . .......... . .... .............. .............. . .... .... ..... . . . 0.01E 0.25A 0.01.A 0.26A YES 1.7.05A 45.2 0.01E 0.25A 0.01A 0.26A YES 19.09A 45.2 . . . .... .... ..... .. .. . . O.OlE 0.2SA O.OlA 0.26A YEs 19.09A 45.2 0.01E 0.25A 0.01A 0.26A YES 20.17A 45.2 46.00 ........ . .. ...... .. .. . . .......... ........... .. . ..... .. .......... 0.01E 0.26A 0.01A 0.2.6A YES 19.82A 45,2 0.01E 0.26A 0.01A 0.26A YES 21.52A 45.2 34.50 ....... .... .... .... . ... . .. ... .. ............ ........ ...... ....... ... 0.01E 0.26A 0.61A 0.26A YES 21.52A 45.2 0.01E 0.26A 0.01A 0.26A YES 23.23A 45.2 23.00 ...... .... ... . . .. .. . .. .... ...... .... ... .... ... .. . . 0.01E 0.26A O.OlA 0.26A YEs 23.23A 1�5.2 0.01E 0.26A 0.01A 0.26A YES 24.94A 45.2 11.50 . . .. . . . .. .. ........... .. .. ........ .. ..... ... ....... .... .... 0.01.E 0.26A 0.01A 0.26A YES 24.94A 45.2 0.01.E 0.26A 0.01_A 0.26A YES 26.65A 45.2 0.00 . ..... . .. ........... ............. .... ............ .. ........ ........... MAXIMUM LOADS ONTO FOUNDATION(w.r.t. wind direction) ---------------------------------------------------- ---------------------------------------------------- DOWN SHEAR.w.r.t.WIND.DIR MOMENT.w.r.t.WIND.DIR TORSION ALONG ACROSS ALONG ACROSS kip kip kip ft-kip ft-kip ft-kip 52.54 17.90 0.85 -2114.83 -98.21 -2.80 E A C A C J Page 12 I JE:S SO#-. 20-5438-JDS SabrE Industr' ;TM�7 Towers and Poles Site Name: Groton South, NY , Date: 1/27/2020 Round Base Plate and Anchor Rods, per ANSIMA 222-H Pole Data Diameter: 68.240 in (flat to flat) Thickness: 0.4375 in Yield (Fy): 65 ksi #of Sides: 18 "0"IF Round Strength (Fu): 80 ksi Reactions Anchor Rod Results (per 4.9.9) Moment, Mu- 794211 ft-kips Axial, Pu- 63.01 kips Maximum Put- 227.37 Kips Shear, Vu- 67.19 kips (Dt*Rnt: 243.75 Kips Vu: 3.05 Kips Anchor Rod Data 0v*Rnv: 149.10 Kips Tension Interaction Ratio: 0.87 Quantity.- 22 Maximum Puc: 232.38 Kips Diameter: 2.25 in Oc*Rnc-I 243.75 Kips Rod Material: A615 Vu: 3.05 Kips Strength (Fu): 100 ksi Oc*Rnvc-. 73.13 Kips Yield (Fy): 75 ksi Compression Interaction Ratio: 0.96 BC Dam. (in): 75.5 BC Override,- Maximum Interaction Ratio: 95.5% 1-'a s s Plate Data, Base Plate Results Diameter(in): 81.25 Dia. Override: Thickness: 2.25 in Base Plate (Mu/'Z): 43.6 ksi Yield 'Fy): 50 ksi Allowable VFY: 45.0 ksi (per AISC) Eff Width/Rod: 9.84 in Base Plate Interaction Ratio: 96.8% Pass Drain Hole: 2.625 in.diameter Drain Location: 32 in. center of pole to center of drain hole Center Hole: 56 in. diameter Page 13 TM sabre n us rieS Towers and Poles ,ttv e / E January 27, 2020 Jennifer Brown Program Manager PI Telecom Infrastructure, LLC 2320 Cascade Pointe Blvd, Suite 300 Charlotte, NC 28208 PE: 154' Sabre Monopole for Croton South, NY Gear Ms. Brown; Upon receipt of order, we propose to design and supply the above referenced monopole for a Basic Wind Speed of 110 mph and 40 mph with 1" ice, Fisk Category li, Exposure Category C, and Topographic Category 2 with Crest Height - 245', in accordance with the Telecom MUnications Industry Association Standard ANSI/TI -222-H, "Structural Standard for Antenna Supporting Structures and Antennas". When designed according to this standard, the wind pressures and steel strength capacities include several safety factors, resulting in an overall minimum safety factor of 25%. Therefore, it is highly unlikely that the monopole will fail structurally in a wind event where the design wind speed is exceeded within the range of the built-in safety factors. Should the wind speed increase beyond the capacity of the built-in safety factors, to the point of failure of one or more structural elements, the most likely location of the failure would be within the monopole shaft, above the base plate. Assuming that the wind pressure profile is similar to that used to design the monopole, the monopole will buckle at the location of the highest combined stress ratio within the monopole shaft. This is likely to result in the portion of the monopole above leaning over and remaining in a permanently deformed conditiond Please note that this letter only applies to the referenced monopoI e igned and manufactured by Sabre Towers & Poles. The fall radius for the monopole design described above is within 0% of the tower height. NEW Sincerely, Robert E. Beacom, P.E., S.Er Engineering Supervisor 67 0 C11111 Z� Sabre Towers and Poles• 7101 Southbridge Drive• P.O.Box 658•Sioux City,IA 51102-0658 ': 712-258-6690 F: 712-279-0814 w:www.SabreTowersandPoles.com