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Home My WebLink About!20210205 - Cayuga Park MOB Volume 1 CD SetHOLT 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: JOB NUMBER: CONSTRUCTION CLASSIFICATION: SPRINKLER PROTECTION: BUILDING USE CLASSIFICATION: TOTAL AREA OF PROJECT (SF): Jensen / BRV Engineering Structural Engineering 1653 Main Street, Rochester, New York 14609 Tel 585.482.8130 www.jensenbrv.com EC4B Engineering Mechanical, Electrical, Plumbing & Fire Protection Engineering 15 Schoen Place, Suite 300, Pittsford, New York 14534 Tel 607.734.8492 www.ec4b.com Park Grove - Cayuga Medical Center MEDICAL OFFICE BUILDING Cayuga Park, Ithaca, New York 14850 MEDICAL OFFICE BUILDINGPark Grove - Cayuga Medical Center 02/05/2021 2018089 BCNYS IIA, (NFPA II FULLY SPRINKLERED BUSINESS 61,050 G001 PROJECT LOCATION PLANS (111) EQUIVALENT) VOLUME 1 -ARCHITECTURAL AND STRUCTURAL Received by DiMarco 2/15/2021 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.2/10/2021 10:50:43 AMG010 SHEET LIST 02/05/2021 2018089 BPL Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGVOLUME 1 A700 FINISH SCHEDULE A711 FIRST FLOOR FINISH PLAN - SECTOR 1 A712 FIRST FLOOR FINISH PLAN - SECTOR 2 A713 FIRST FLOOR FINISH PLAN - SECTOR 3 A721 SECOND FLOOR FINISH PLAN - SECTOR 1 A722 SECOND FLOOR FINISH PLAN - SECTOR 2 A723 SECOND FLOOR FINISH PLAN - SECTOR 3 A731 THIRD FLOOR FINISH PLAN - SECTOR 1 A732 THIRD FLOOR FINISH PLAN - SECTOR 2 A741 FOURTH FLOOR FINISH PLAN - SECTOR 1 A742 FOURTH FLOOR FINISH PLAN - SECTOR 2 A751 FIFTH FLOOR FINISH PLAN - SECTOR 1 A752 FIFTH FLOOR FINISH PLAN - SECTOR 2 A901 FIRST FLOOR FURNITURE AND EQUIPMENT PLAN A902 SECOND FLOOR FURNITURE & EQUIPMENT PLAN A903 THIRD FLOOR FURNITURE & EQUIPMENT PLAN A904 FOURTH FLOOR FURNITURE & EQUIPMENT A905 FIFTH FLOOR FURNITURE & EQUIPMENT PLAN VOLUME 1 GENERAL G001 COVER SHEET G010 SHEET LIST G101 CODE REVIEW AND CHARTS G102 CODE REVIEW AND CHARTS G110 SITE CODE CONFORMANCE PLAN (PRINT IN COLOR) G131 FIRST FLOOR CODE CONFORMANCE PLAN (PRINT IN COLOR) G132 SECOND FLOOR CODE CONFORMANCE PLAN (PRINT IN COLOR) G133 THIRD FLOOR CODE CONFORMANCE PLAN (PRINT IN COLOR) G134 FOURTH FLOOR CODE CONFORMANCE PLAN (PRINT IN COLOR) G135 FIFTH FLOOR CODE CONFORMANCE PLAN (PRINT IN COLOR) G136 ROOF CODE CONFORMANCE PLAN (PRINT IN COLOR) G137 CODE CONFORMANCE BUILDING SECTION(PRINT IN COLOR) G201 FIRE PROOFING G301 STACK DIAGRAM (DOH) (PRINT IN COLOR) STRUCTURAL S001 GENERAL NOTES S002 GERNERAL NOTES AND SPECIAL INSPECTION S003 FOUNDATION LOADING PLAN AND C&C WIND LOADING S100 FOUNDATION PLAN S101 COLUMN AND SLAB PLAN S102 SECOND FLOOR FRAMING PLAN S103 THIRD FLOOR FRAMING PLAN S104 FOURTH FLOOR FRAMING PLAN S105 FIFTH FLOOR FRAMING PLAN S106 ROOF FRAMING PLAN S500 DETAILS AND SECTIONS S501 DETAILS AND SECTIONS S502 DETAILS AND SECTIONS S503 DETAILS AND SECTIONS S504 DETAILS AND SECTIONS S505 COLUMN SCHEDULE & BRACED FRAME ELEVATION S506 DETAILS AND SECTIONS ARCHITECTURAL A001 GENERAL NOTES, EXTERIOR WALL & ROOF SYSTEMS A002 INTERIOR WALL & FIREPROOFING SYSTEMS A111 FIRST FLOOR PLAN - SECTOR 1 A112 FIRST FLOOR PLAN - SECTOR 2 A113 FIRST FLOOR PLAN - SECTOR 3 A121 SECOND FLOOR PLAN - SECTOR 1 A122 SECOND FLOOR PLAN - SECTOR 2 A123 SECOND FLOOR PLAN - SECTOR 3 A131 THIRD FLOOR PLAN - SECTOR 1 A132 THIRD FLOOR PLAN - SECTOR 2 A141 FOURTH FLOOR PLAN - SECTOR 1 A142 FOURTH FLOOR PLAN - SECTOR 2 A151 FIFTH FLOOR PLAN - SECTOR 1 A152 FIFTH FLOOR PLAN - SECTOR 2 A160 ROOF PLAN A211 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 1 A212 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 2 A213 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 3 A221 SECOND FLOOR REFLECTED CEILING PLAN - SECTOR 1 A222 SECOND FLOOR REFLECTED CEILING PLAN - SECTOR 2 A223 SECOND FLOOR REFLECTED CEILING PLAN - SECTOR 3 A231 THIRD FLOOR REFLECTED CEILING PLAN - SECTOR 1 A232 THIRD FLOOR REFLECTED CEILING PLAN - SECTOR 2 A241 FOURTH FLOOR REFLECTED CEILING PLAN - SECTOR 1 A242 FOURTH FLOOR REFLECTED CEILING PLAN - SECTOR 2 A251 FIFTH FLOOR REFLECTED CEILING PLAN - SECTOR 1 A252 FIFTH FLOOR REFLECTED CEILING PLAN - SECTOR 2 A300 EXTERIOR FINISH SCHEDULE AND GENERAL PRODUCT INFO A301 EXTERIOR ELEVATIONS A302 EXTERIOR ELEVATIONS A303 EXTERIOR ELEVATIONS A350 TYPICAL MOUNTING HEIGHTS AND ELEVATIONS A351 INTERIOR ELEVATIONS A352 INTERIOR ELEVATIONS A353 INTERIOR ELEVATIONS A354 INTERIOR ELEVATIONS A355 INTERIOR ELEVATIONS A356 INTERIOR ELEVATIONS A357 INTERIOR ELEVATIONS A358 INTERIOR ELEVATIONS A359 INTERIOR ELEVATIONS A360 INTERIOR ELEVATIONS A401 BUILDING SECTIONS A451 WALL SECTIONS A452 WALL SECTIONS A453 WALL SECTIONS A454 WALL SECTIONS A455 WALL SECTIONS A461 ELEVATOR PLANS, SECTIONS & DETAILS A462 STAIR #1 PLANS A463 STAIR #1 SECTIONS A465 STAIR #2 PLANS A466 STAIR #2 SECTIONS A467 STAIR #3 PLANS & SECTION A468 GUARDRAIL & HANDRAIL DETAILS A469 STAIR DETAILS & ELEVATIONS A501 EXTERIOR DETAILS A502 EXTERIOR DETAILS A503 EXTERIOR DETAILS A550 INTERIOR DETAILS - FLOOR TRANSITIONS A551 INTERIOR DETAILS - FINISHES A552 INTERIOR DETAILS - CASEWORK A561 RCP DETAILS A562 ENLARGED PLANS, ELEVATIONS AND SECTIONS A563 ENLARGED PLANS, ELEVATIONS AND SECTIONS A564 ENLARGED PLANS, ELEVATIONS AND SECTIONS A565 ENLARGED PLANS, ELEVATIONS AND SECTIONS A601 DOOR AND FRAME SCHEDULES AND LEGENDS A602 DOOR AND FRAME SCHEDULES A603 DOOR AND FRAME TYPES A604 BORROWED LITES A605 INTERIOR STOREFRONT ELEVATIONS & DETAILS A652 EXTERIOR WINDOW AND SIGNAGE ELEVATIONS A653 VERTICAL SUNSHADES REVISION SCHEDULE NAME DATE VOLUME 2 FIRE PROTECTION FP001 LEGEND & GENERAL NOTES FP101 FIRST FLOOR PLAN FP102 SECOND FLOOR PLAN FP103 THIRD FLOOR PLAN FP104 FOURTH FLOOR PLAN FP105 FIFTH FLOOR PLAN FP301 RISER DIAGRAM FP501 DETAILS PLUMBING P001 LEGEND & GENERAL NOTES P100 FOUNDATION PLAN P101 FIRST FLOOR PLAN - SANITARY/ WASTE AND STORM P102 SECOND FLOOR PLAN - SANITARY/ WASTE AND STORM P103 THIRD FLOOR PLAN - SANITARY/ WASTE AND STORM P104 FOURTH FLOOR PLAN - SANITARY/ WASTE AND STORM P105 FIFTH FLOOR PLAN - SANITARY/ WASTE AND STORM P106 ROOF PLAN P201 FIRST FLOOR PLAN - DOMESTIC P202 SECOND FLOOR PLANS - DOMESTIC P203 THIRD FLOOR PLANS - DOMESTIC P204 FOURTH FLOOR PLANS - DOMESTIC P205 FIFTH FLOOR PLAN - DOMESTIC P301 FIRST FLOOR PLAN - INDIRECT WASTE P302 SECOND FLOOR PLAN - INDIRECT WASTE P303 THIRD FLOOR PLAN - INDIRECT WASTE P304 FOURTH FLOOR PLAN - INDIRECT WASTE P305 FIFTH FLOOR PLAN - INDIRECT WASTE P401 SCHEDULES P402 SCHEDULES P501 DETAILS MECHANICAL M001 LEGEND & ABBREVIATIONS M101 FIRST FLOOR PLAN M102 SECOND FLOOR PLAN M103 THIRD FLOOR PLAN M104 FOURTH FLOOR PLAN M105 FIFTH FLOOR PLAN M106 ROOF PLAN M201 FIRST FLOOR PIPING PLAN M202 SECOND FLOOR PIPING PLAN M203 THIRD FLOOR PIPING PLAN M204 FOURTH FLOOR PIPING PLAN M205 FIFTH FLOOR PIPING PLAN M301 VRF SCHEMATIC M302 VRF SCHEMATIC M303 VRF SCHEMATIC M304 VRF SCHEMATIC M305 VRF SCHEMATIC M401 SCHEDULES M402 OUTSIDE AIR MATRIX M403 OUTSIDE AIR MATRIX M404 OUTSIDE AIR MATRIX M405 OUTSIDE AIR MATRIX M406 OUTSIDE AIR MATRIX M501 DETAILS M502 VRF DETAILS ELECTRICAL E001 LEGEND & ABBREVIATIONS E100 SITE PLAN E101 FIRST FLOOR POWER & SYSTEMS PLAN E102 SECOND FLOOR POSER & SYSTEMS PLAN E103 THIRD FLOOR POWER & SYSTEMS PLAN E104 FOURTH FLOOR POWER & SYSTEMS PLAN E105 FIFTH FLOOR POWER & SYSTEMS PLAN E106 ROOF PLAN E201 FIRST FLOOR LIGHTING PLAN E202 SECOND FLOOR LIGHTING PLAN E203 THIRD FLOOR LIGHTING PLAN E204 FOURTH FLOOR LIGHTING PLAN E205 FIFTH FLOOR LIGHTING PLAN E301 ONE-LINE DIAGRAM E401 SCHEDULES E402 SCHEDULES E403 SCHEDULES E404 SCHEDULES E405 SCHEDULES E406 SCHEDULES E407 SCHEDULES E408 SCHEDULES E501 DETAILS E502 DETAILS E503 DETAILS E504 DETAILS E505 DETAILS E506 DETAILS E507 DETAILS E508 DETAILS E509 DETAILS E510 DETAILS E511 DETAILS E601 ENLARGED RADIOLOGY PLAN E602 ENLARGED RADIOLOGY PLAN E603 ENLARGED RADIOLOGY PLAN (PRINT IN COLOR) (PRINT IN COLOR) (PRINT IN COLOR) A651 CURTAINWALL AND STOREFRONT ELEVATIONS (PRINT IN COLOR) A652 EXTERIOR WINDOW AND SIGNAGE ELEVATIONS (PRINT IN COLOR) A653 VERTICAL SUNSHADES (PRINT IN COLOR) Received by DiMarco 2/15/2021 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.2/5/2021 1:33:16 PMG101 CODE REVIEW AND CHARTS 02/05/2021 2018089 JDC Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGREVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 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.2/5/2021 1:32:53 PMG102 CODE REVIEW AND CHARTS 02/05/2021 2018089 JDC Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGREVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 0.5FC1FC0.5FC1FC0.5FC1FCPP PP TAX ACCOUNT NO. 43.00-02-005.23 N/F CARPENTER BUSINESS PARK 3 3 1 0 2 3 5 6 PERIMETER OF THE 3RD, 4TH AND 5TH FLOORS ABOVE SEE 3RD, 4TH AND 5TH CODE CONFORMANCE PLANS FOR FIRE SEPARATION DISTANCE INFORMATION SERVICE ENTRANCE SECONDARY EXIT BUILDING MAIN ENTRANCE 61,050 SF 5-STORIES SECONDARY EXIT PERIMETER OF ROOF ABOVE SEE ROOF CODE CONFORMANCE PLAN FOR FIRE SEPARATION DISTANCE INFORMATION GREENSTAR BUILDING C STEAMBOAT APARTMENTS AND MIXED USE QUICK CARE CLINIC MAIN ENTRANCE PROPERTY LINEP R O P E R T Y L IN E L E E D P R O J E C T B O U N D A R Y L IN E PROPERTY LINELEED PROJECT BOUNDARY LINEPROPERTY LINE | LEED PROJECT BOUNDARY LINEPROPERTY LINE | LEED PROJECT BOUNDARY LINEP R O P E R T Y L IN E | L E E D P R O J E C T B O U N D A R Y L IN E PROPOSED PROPERTY LI NE | LEED PROJECT BOUNDARY LI NEPROPERTY LINELEED PROJECT BOUNDARY LINEPROPOSED PROPE RT Y LI NE | L EED PROJ ECT BOUNDARY L I NE MIRABITO P R O P E R T Y L I N E BUILDING D CAYUGA HEALTH MEDICAL OFFICE BUILDING 39' - 4 3/8" ±15' - 2" ±39' - 3" ±3' - 8 3/4" ±BUILDING B STEAMBOAT APARTMENTS AND MIXED USE FIRE SEPARATION DISTANCEF IR E S E P A R A T IO N D IS T A N C E 5 2 ' - 2 " ± V IF FI RE SEPARATI ON DI ST ANCE1 19' - 4 " ± VI F FI RE SEPARATI ON DI STANCE1 11 ' - 7 " ± VI F22' - 10" ± VIF20' - 9"FI RE SEPARATI ON DI STANCEFOOTPRINT OF 1ST AND 2ND FLOORS (GRAY-SHADED AREA)PROPERTY LINELEED PROJECT BOUNDARY LINE9' - 0" FIRE SEPARATION DISTANCE FIRE SEPARATION DISTANCE 8' - 8" FIRE SEPARATION DISTANCE 142' - 10" ± VIF FIRE SEPARATION DISTANCE 41' - 3" ± VIF 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.2/10/2021 12:29:30 PMG110 SITE CODE CONFORMANCE PLAN (PRINT IN COLOR) 02/05/2021 2018089 CRB Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1" = 20'-0"A1 CODE CONFORANCE SITE PLAN REVISION SCHEDULE NAME DATE 0'5'10'20'40' Received by DiMarco 2/15/2021 REF.RAPUP UP FD CODE CONFORMANCE LEGEND (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 (ROE) D2 = xxx FEET D1 = xxx FEET DEAD END CORRIDOR (DE) ED EXIT DISCHARGE EXIT TO EXIT DIAGONAL (D1) BUILDING, SMOKE COMPARTMENT, SUITE DIAGONAL (D2) EATD = xxx FEET CPET = xxx FEET DE = xxx FEET FIRE EXTINGUISHER FEC FEBRACKET CABINET SP-0HR 1 HOUR FIRE BARRIER FB-1HR 1/2 HOUR FIRE PARTITION 0 HOUR SMOKE PARTITION 1 HOUR SHAFT/STAIR ENCLOSURE SE-1HR 2 HOUR FIRE WALL FW-2HR 1 HOUR FIRE PARTITION FP-1HR 2 HOUR FIRE BARRIER FB-2HR 1 HOUR SMOKE BARRIER SB-1HR FP-1/2HR 3 HOUR FIRE WALL FW-3HR SE-2HR2 HOUR SHAFT/STAIR ENCLOSURE HORIZONTAL ASSEMBLY (HA) (SHOWN IN PLAN) EW-3HR3 HOUR EXTERIOR WALL EW-2HR2 HOUR EXTERIOR WALL EW-1HR1 HOUR EXTERIOR WALL 2020 BCNYS, 1020.4, EXCEPTION 2: SPRINKLERED, 50 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 50 FEET MAXIMUM 2020 BCNYS, 1007.1.1, EXCEPTION 2: SPRINKLERED, 33% OF MAXIMUM DIAGONAL 2012 NFPA 101, 7.5.1.3.3: SPRINKLERED, 33% OF MAXIMUM DIAGONAL 2020 BCNYS, TABLE 1006.2.1,SUBNOTE a: SPRINKLERED, 100 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 100 FEET MAXIMUM 2020 BCNYS, TABLE 1017.2: SPRINKLERED, 300 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 200 FEET (CHAPTER 20) SPRINKLERED 200 FEET (CHAPTER 38) TENANT SUITE OR SMOKE COMPARTMENT FW-2HR FW-3HR FB-1HR SE-2HR SE-1HR FB-2HR FP-1HR SB-1HR FBSB-1HR FBSB-2HR SESB-1HR SESB-2HR FWSB-1HR FWSB-2HR SP-0HR HA-1HR HA-2HR NR WALL & DOOR RATING SUMMARY FIRE WALLS WALL RATING 2 HR 2020 BCNYS 716.1(2) 90 MIN 90 MIN FIRE BARRIERS (EXIT ENCLOSURE HORIZONTAL EXIT INCIDENTAL USE/HAZARD OCCUPANCY SEPARATION) 3 HR 180 MIN 180 MIN 1 HR (EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS) 60 MIN 60 MIN 1 HR (OTHER FIRE BARRIERS)45 MIN 45 MIN 2 HR 90 MIN 90 MIN SHAFT ENCLOSURES (FIRE BARRIER AT ELEVATOR, STAIR OR MECHANICAL SHAFT) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN FIRE PARTITION (ELEV LOBBY, CORRIDOR WALL, TENANT SEPARATION) 0.5 HR 20 MIN 20 MIN 1 HR 20 MIN 20 MIN SMOKE BARRIERS 1 HR 20 MIN 20 MIN FIRE BARRIER/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH FIRE BARRIER - INCIDENTAL USE, EXIT ENCLOSURE, ELEVATOR LOBBY, ETC) 1 HR (EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS) 60 MIN 60 MIN 1 HR (OTHER FIRE BARRIERS) 45 MIN 45 MIN 2 HR 90 MIN 90 MIN SHAFT ENCLOSURE/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH SHAFT ENCLOSURE) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN FIRE WALL/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH FIRE WALL) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN SMOKE PARTITIONS (SP) (UNRATED SMOKE RESISTANT CONSTRUCTION - CORRIDOR 0 HR 0 MIN 0 MIN HORIZONTAL ASSEMBLIES (HA)(RATED ENGINEERED CEILINGS) 1 HR NA NA 2 HR NA 45 MIN NON-RATED WALLS NR 0 MIN 0 MIN DWG. ABBREV./ STENCILING FB-1HR FBSB-1HR NFPA 101 (2012) (TABLE) 2 HR 2 HR 60 MIN (8.3.4.2) 45 MIN (8.3.4.2) 90 MIN (8.3.4.2) 60 MIN (8.3.4.2) 90 MIN (8.3.4.2) 20 MIN (8.3.4.2) 20 MIN 20 MIN (8.3.4.2) 60 MIN 45 MIN 90 MIN 60 MIN 90 MIN 60 MIN 90 MIN 0 HR NA 90 MIN 0 HR DOOR RATING PROVIDED SP-1/2HR1/2 HR 0 MIN 20 MIN20 MIN EW-1HR EW-2HR EXTERIOR WALLS 1 HR 45 MIN 45 MIN 2 HR 90 MIN 90 MIN NA NA 3 HR EW-3HR 90 MIN 90 MINNA SE-2HR SE-2HR EW-1HR SE-2HR SE-2HRSE-2HR SE-2HR 100EA ELEV A ST2-1 STAIR 2 136 WASTE HOLDING 137 CLEAN LINEN HOLDING 145 MECHANICAL 140 MAIN SERVER 141 EMERGENCY EQUIPMENT ROOM 142 MAIN ELECTRICAL 138 SUPPLY CHAIN AREA 143 CORRIDOR D2 (BUILDING) = 164 FEET D 1 (B U IL D IN G ) = 1 0 2 F E E T FECE ED E DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 100V2A 48" / 44" 220 OCCUPANTS 25 OCCUPANTS - STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING ACCESSIBLE (Y/N) AREA OF REFUGE (Y/N) OCCUPANT LOAD STAIR 1 ST1-1 60" 200 OCCUPANTS 2-HOUR ST1-1A 48" / 44" 220 OCCUPANTS 90 MIN YES 123 OCCUPANTS NO STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING ACCESSIBLE (Y/N) AREA OF REFUGE (Y/N) OCCUPANT LOAD STAIR 2 ST2-1 48" 160 OCCUPANTS 2-HOUR ST2-1B 48" / 44" 220 OCCUPANTS UNPROTECTED YES 0 FROM 1ST FLR NO EW-1HR FEC 122 CORRIDOR 139 EVS SUPPLY & EQUIPMENT 146 WATER SERVICE 117 TREATMENT 116 EXAM 115 EXAM 114 EXAM 105B SUB-WAITING 113 EXAM 112 EXAM 111 SOILED WORK 118 EXAM 107 CLEAN HOLDING 119 RADIOLOGY (X-RAY) 120 EXAM 121 EXAM 101 LOBBY/WAITING 101B RECEPTION 101A VISITOR TOILET 106 TRIAGE/ INTERVIEW 110 STAT LAB/ MED 102 STAFF BREAK 103 STAFF TOILET 104 SHARED PROVIDER OFFICE 105C PoS PATIENT TOILET 100V2 VESTIBULE 100C HOLDING/MAIL 108 NURSE COREDE = 15 FEET100EB ELEV B DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 143B 48" / 44" 220 OCCUPANTS 20 OCCUPANTS UNPROTECTED E 100A PUBLIC TOILET 100B PUBLIC TOILET 128 BLOOD DRAW (PoS)129 BLOOD DRAW 130 BLOOD DRAW 124 REGISTRATION126 LABORATORY 133 STAFF BREAK 132 SOILED 134 CLEAN SUPPLY 131 STAFF TOILET 127 SPECIMEN TOILET 123 WAITING / CIRCULATION D2 (SUITE 1.1) = 111 FEETD1 (SUITE 1.1) = 91 FEETF E C FEC 135 CORRIDOR 138A BUILDING MAINTENANCE TOILET/SHOWER SE-2HRFEC DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 122B 44" / 40" 200 OCCUPANTS 20 OCCUPANTS UNPROTECTED DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 100C4 72" / 68" 340 OCCUPANTS 20 OCCUPANTS - D 2 (S UIT E 1.2) = 55 F E E T D1 (SUITE 1.2) = 39 FEET E DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 100V1A 72" / 68" 340 OCCUPANTS 20 OCCUPANTS - E FUNCTION/USE SPRINKLERED (Y/N) AREA (PROVIDED) 2020 BCNYS 2012 NFPA 101 REMOTENESS OF EXITS 2020 BCNYS 2012 NFPA 101 OCCUPANT LOAD SUITE 1.1 QUICK CARE (TENANT) BUSINESS 5,107 SF YES BUSINESS (2020 BCNYS - NYS, 304.1) BUSINESS (2012 NFPA 101, 6.1.11.1) N/A (2020 BCNYS - NYS) N/A (2012 NFPA 101) (91 FEET ÷ 111 FEET) X 100 = 82% 51 OCCUPANTS DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 105A,105B 36" / 32" 160 OCCUPANTS 13 OCCUPANTS - EATD = 108 FEET E A T D (S U IT E 1 .1 ) = 1 1 1 F E E T EATD = 150 FEETREMOTENESS OF EXITS:(102 FEET ÷ 164 FEET) X 100 = 61% 2020 BCNYS -TABLE 1007.1.1, EXCEPTION 2: SPRINKLERED, 33% OF MAXIMUM BUILDING DIAGONAL 2012 NFPA 101 -7.5.1.3.3: SPRINKLERED 33% OF MAXIMUM BUILDING DIAGONAL FUNCTION/USE SPRINKLERED (Y/N) AREA (PROVIDED) 2020 BCNYS 2012 NFPA 101 REMOTENESS OF EXITS 2020 BCNYS 2012 NFPA 101 OCCUPANT LOAD SUITE 1.2 OUTPATIENT LAB (TENANT) BUSINESS 1,411 SF YES BUSINESS (2020 BCNYS - NYS, 304.1) BUSINESS (2012 NFPA 101, 6.1.11.1) N/A (2020 BCNYS - NYS) N/A (2012 NFPA 101) (39 FEET ÷ 55 FEET) X 100 = 71% 14 OCCUPANTS 8' - 8" ± FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: 1-HOUR FIRE BARRIER 2020 BCNYS -TABLE 602: 1-HOUR FIRE BARRIER 2012 NFPA 101: N/A ALLOWABLE AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE: (93 SF ÷ 1,335 SF) X 100 = 7 % 2020 BCNYS -TABLE 705.8: UNPROTECTED OPENINGS, SPRINKLERED - 25% 2012 NFPA 101: N/A GREENSTARCPET = 20 FEET CPET = 30 FEET EA DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 123B 36" / 32" 160 OCCUPANTS 7 OCCUPANTS - EA DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 123A 48" / 44" 220 OCCUPANTS 7 OCCUPANTS 20 MIN EXIT DISCHARGE -EXIT STAIR DISCHARGES TO BUILDING INTERIOR: NOT MORE THAN 50% OF EXIT STAIRS EXIT THROUGH BUILDING INTERIOR; UNOBSTRUCTED PATH TO EXTERIOR EXIT DISCHARGE; CLEAR/VISIBLE PATH FROM EXIT STAIR TO EXTERIOR EXIT DISCHARGE; SLAB-ON-GRADE, SPRINKLERED; OPEN STAIR IS A CONVENIENCE STAIR, NOT AN EXIT ACCESS STAIR 2020 BCNYS -1028.1, EXCEPTION 1: NOT MORE THAN 50% TO EXIT SHALL EXIT TO EXIT THROUGH INTERIOR (1.1)FREE AND UNOBSTRUCTED PATH, PATHWAY TO EXIT READILY VISIBLE (1.2) ENTIRE AREA SEPARATED FROM AREAS BELOW BY CONSTRUCTION MATCHING STAIR ENCLOSURE (1.3) SPRINKLERED (1.4) N/A 2012 NFPA 101 -7.7.2: (1)NOT MORE THAN 50% TO EXIT SHALL EXIT TO EXIT THROUGH INTERIOR (2)EACH LEVEL OF DISCHARGE SHALL DISCHARGE DIRECTLY OUTSIDE AT FINISHED GROUND LEVEL (3)FREE AND UNOBSTRUCTED PATH, PATHWAY TO EXIT READILY VISIBLE (4)PATHWAY TO EXTERIOR EXIT DISCHARGE PROTECTED BY ONE OF THE FOLLOWING: (a)THE LEVEL OF EXIT DISCHARGE SHALL BE PROTECTED THROUGHOUT BY SPRINKLERS SB-1HR SB-1HR SB-1HR SB-1HR FIRE SEPARATION DISTANCE FIRE SEPARATION DISTANCE PROPERTY LINEEA 105 CIRCULATION EATD (SUITE 1.2) = 109 FEET CPET = 14 FEET EA EATD (SUPPLY CHAI N) = 59 FEETFECFECST1-1 STAIR 1 SB-1HR 2-HOUR HORIZONTAL ASSEMBLY (STAIR ENCLOSURE ABOVE TWO STORY OPENING / COMMUNICATING SPACE: TWO-STORY SPACE; FULLY-SPRINKLERED, 1-HOUR SMOKE BARRIER ENCLOSURE; LOWEST LEVEL IS AT STREET LEVEL; FLOOR ARES IS OPEN AND UNOBSTRUCTED; OTHER FLOOR OPENINGS ARE SEPARATED FROM SPACE BY RATED SHAFT ENCLOSURES; SPACE DOES NOT PENETRATE HORIZONTAL ASSEMBLY OR SMOKE BARRIER; EGRESS IS SUFFICIENT TO EGRESS ALL OCCUPANTS FROM ALL LEVELS WITHIN SPACE (OCCUPANT LOAD: 37 OCCUPANTS TOTAL 1ST & 2ND LEVELS) 2020 BCNYS -712.1.9: (1) DOES NOT CONNECT MORE THAN 2 STORIES (2) DOES NOT PENETRATE A HORIZONTAL ASSEMBLY THAT SEPARATES FIRE AREAS OR SMOKE BARRIERS THAT SEPARATE SMOKE COMPARTMENTS (3) IS NOT CONCEALED (4) N/A (5) FULLY-SPRINKLERED BUILDING, CAN BE OPEN TO CORRIDORS (6) FLOOR OPENINGS AND AIR-TRANSFER OPENINGS SERVING OTHER FLOORS ARE SEPARATED FROM SPACE BY REQUIRED SHAFT ENCLOSURE 2012 NFPA 101 -8.6.6: (1) DOES NOT CONNECT MORE THAN 3 STORIES (2) LOWEST LEVEL IS AT STREET LEVEL (3) FLOOR AREA OF SPACE OPEN AND UNOBSTRUCTED (4) FULLY-SPRINKLERED BUILDING, 1-HOUR SMOKE BARRIER ENCLOSURE (5) ORDINARY HAZARD CONTENTS PROTECTED BY APPROVED SPRINKLER SYSTEM (6) SUFFICIENT EGRESS CAPACITY TO ALL EGRESS ALL OCCUPANTS OF ALL FLOORS WITHIN COMMUNICATING SPACE (7) OCCUPANTS WITHIN COMMUNICATING SPACE HAVE ACCESS TO AT LEAST ONE EXIT WITHOUT HAVING TO TRAVERSE ANOTHER STORY WITHIN THE COMMUNICATING SPACE (8) OCCUPANTS NOT WITHIN COMMUNICATING SPACE HAVE ACCESS TO AT LEAST ONE EXIT WITHOUT HAVING TO ENTER COMMUNICATING SPACE 100V1 VESTIBULE SE-2HR SE-2HR SE-2HR SE-2HR SE-2HR 100 MAIN LOBBY 109 EVS SB-1HR SP-0HR SP-0HR SP-0HR SP-0HR 51' - 10 1/2"125 EVS ST1-1 STAIR 1 144 STORAGE 126 LABORATORY 9' - 0" ± A3 G137 ________________________________________________ A3 G137 ________________________________________________ E3 G137 ________________________________________________ E3 G137 ________________________________________________ FEC EW-1HR ALLOWABLE AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE: UNLIMITED 2020 BCNYS -TABLE 705.8: UNPROTECTED OPENING, SPRINKLERED -UNLIMITED 2012 NFPA 101: N/A FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: 1-HOUR FIRE BARRIER 2020 BCNYS -TABLE 602: 1-HOUR FIRE BARRIER 2012 NFPA 101: N/A EW-1HR TO CENTER L I NE OF ROUTE 13 1 19 ' - 4 " ± FI RE SEPARATI ON DI STANCE30' - 0"MIN 5' - 0"FI RE SEPARATI ON DI STANCE2 0' - 9" ± VI FV IF5' - 5 " ± EW-1HR FIRE SEPARATION DISTANCE22' - 10" ± VIFP R O P E R T Y L IN E PROPERTY LINEPROPERTY LINEF IR E S E P A R A T IO N D IS T A N C E 5 2 ' - 2 " ± V IF P ROP ERTY L I NETO CENTER L I NE OF ROUTE 13 1 11 ' - 7 " ± FI RE SEPARATI ON DI STANCE19' - 10" ± VIF PERIMETER OF THE 3RD, 4TH AND 5TH FLOORS ABOVE 3 6 ' - 7 " ± V IF 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. 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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.2/10/2021 10:51:05 AMG131 FIRST FLOOR CODE CONFORMANCE PLAN (PRINT IN COLOR) 02/05/2021 2018089 CRB Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/8" = 1'-0"A1 FIRST FLOOR CODE COMFORMANCE PLAN 0'2'4'8'16' REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 DN DN UP UP 208 SHARED STAFF BREAK 209 MANAGER OFFICE 210 EXAM 211 EXAM 212 EXAM 213 PHYSICIAN OFFICE/ DICTATION 214 NURSE 215 EXAM 216 EXAM 217 EXAM 218 EXAM (GYN) 229 SHARED SOILED HOLDING 230 DENTAL OFFICE 231 SHARED EQUIPMENT STORAGE 228 CIRCULATION 219 SHARED CLEAN WORK/ MED PREP 220 EXAM (GYN) PoS 225 DENTAL TREATMENT ROOM 227 DENTAL EQUIPMENT STERILIZATION 226 EVS 224 VISITOR TOILET (PoS) 221 LAB 222 PATIENT TOILET 223 VITALS ALCOVE 207 CIRCULATION 206 SHARED MULTIPURPOSE/ CONSULT/ TELEMED 205 STAFF TOILET 204 MULTIPURPOSE/ CONSULT/ TELEMED 202 SHARED RECEPTION/ REGISTRATION 203 SHARED CLERICAL OFFICE 201 WAITING 200B PUBLIC TOILET 200A PUBLIC TOILET 243 IT/ELEC SE-2HR SE-2HR EW-1HR SE-2HR SE-2HR SE-2HR D2 (BUILDING) = 164 FEET D 1 (B U I L D I N G ) = 7 9 F E E T FEC DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 201A 48" / 44" 220 OCCUPANTS 25 OCCUPANTS 20 MIN STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING ACCESSIBLE (Y/N) AREA OF REFUGE (Y/N) OCCUPANT LOAD STAIR 1 ST1-2 60" 200 OCCUPANTS 2-HOUR ST1-2A, ST1-2B 48" / 44", 42" / 38" 220, 190 OCCUPANTS 90 MIN YES 62 OCCUPANTS NO STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING ACCESSIBLE (Y/N) AREA OF REFUGE (Y/N) OCCUPANT LOAD STAIR 2 ST2-2 48" 160 OCCUPANTS 2-HOUR ST2-2A 44" / 40" 200 OCCUPANTS 90 MIN YES 62 OCCUPANTS NO EW-1HR E D2 (SUITE 2.1) = 107 FEETD 1 (S U IT E 2 .1 ) = 3 9 F E E T FECFEC SE-2HR D2 (SUITE 2.3) = 71 FEET D 1 (S U I T E 1 .2 ) = 3 4 F E E T FUNCTION/USE SPRINKLERED (Y/N) AREA (PROVIDED) 2020 BCNYS 2012 NFPA 101 REMOTENESS OF EXITS 2020 BCNYS 2012 NFPA 101 OCCUPANT LOAD SUITE 2.1 FQHC (TENANT) BUSINESS 4,945 SF YES BUSINESS (2020 BCNYS - NYS, 304.1) BUSINESS (2012 NFPA 101, 6.1.11.1) N/A (2020 BCNYS - NYS) N/A (2012 NFPA 101) (39 FEET ÷ 107 FEET) X 100 = 36% 49 OCCUPANTS DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 232B 42" / 38" 190 OCCUPANTS 12 OCCUPANTS -EATD = 155 FEETREMOTENESS OF EXITS:(79 FEET ÷ 164 FEET) X 100 = 48% 2020 BCNYS -TABLE 1007.1.1, EXCEPTION 2: SPRINKLERED, 33% OF MAXIMUM BUILDING DIAGONAL 2012 NFPA 101 -7.5.1.3.3: SPRINKLERED 33% OF MAXIMUM BUILDING DIAGONAL FUNCTION/USE SPRINKLERED (Y/N) AREA (PROVIDED) 2020 BCNYS 2012 NFPA 101 REMOTENESS OF EXITS 2020 BCNYS 2012 NFPA 101 OCCUPANT LOAD SUITE 1.2 STAFF SUPPORT (TENANT) BUSINESS 900 SF YES BUSINESS (2020 BCNYS - NYS, 304.1) BUSINESS (2012 NFPA 101, 6.1.11.1) N/A (2020 BCNYS - NYS) N/A (2012 NFPA 101) (34 FEET ÷ 71 FEET) X 100 = 48% 37 OCCUPANTS FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: 1-HOUR FIRE BARRIER 2020 BCNYS -TABLE 602: 1-HOUR FIRE BARRIER 2012 NFPA 101: N/A ALLOWABLE AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE: (110 SF ÷ 1,382 SF) X 100 = 9 % 2020 BCNYS -TABLE 705.8: UNPROTECTED OPENING, SPRINKLERED -25% 2012 NFPA 101: N/A GREENSTARC P E T = 4 4 F E E T CPET = 29 FEET DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 242A 36" / 32" 160 OCCUPANTS 37 OCCUPANTS -EA DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 234A,235A 42" / 38" 190 OCCUPANTS 47 OCCUPANTS 20 MIN EXIT DISCHARGE -EXIT STAIR DISCHARGES TO BUILDING INTERIOR: NOT MORE THAN 50% OF EXIT STAIRS EXIT THROUGH BUILDING INTERIOR; UNOBSTRUCTED PATH TO EXTERIOR EXIT DISCHARGE; CLEAR/VISIBLE PATH FROM EXIT STAIR TO EXTERIOR EXIT DISCHARGE; SLAB-ON-GRADE, FULLY-SPRINKLERED BUILDING 2020 BCNYS -1028.1, EXCEPTION 1: NOT MORE THAN 50% TO EXIT SHALL EXIT TO EXIT THROUGH INTERIOR (1.1)FREE AND UNOBSTRUCTED PATH, PATHWAY TO EXIT READILY VISIBLE (1.2) ENTIRE AREA SEPARATED FROM AREAS BELOW BY CONSTRUCTION MATCHING STAIR ENCLOSURE (1.3) SPRINKLERED OR ENCLOSURE OF INTERIOR SPACE THROUGH WHICH STAIR DISCHARGES TO BE RATED TO MATCH STAIR ENCLOSURE (1.4) N/A 2012 NFPA 101 -7.7.2: (1)NOT MORE THAN 50% TO EXIT SHALL EXIT TO EXIT THROUGH INTERIOR (2)EACH LEVEL OF DISCHARGE SHALL DISCHARGE DIRECTLY OUTSIDE AT FINISHED GROUND LEVEL (3)FREE AND UNOBSTRUCTED PATH, PATHWAY TO EXIT READILY VISIBLE (4)PATHWAY TO EXTERIOR EXIT DISCHARGE PROTECTED BY ONE OF THE FOLLOWING: (a)THE LEVEL OF EXIT DISCHARGE SHALL BE PROTECTED THROUGHOUT BY SPRINKLERS FIRE SEPARATION DISTANCE FIRE SEPARATION DISTANCE TWO STORY OPENING / COMMUNICATING SPACE: TWO-STORY SPACE; FULLY-SPRINKLERED, 1-HOUR SMOKE BARRIER ENCLOSURE; LOWEST LEVEL IS AT STREET LEVEL; FLOOR ARES IS OPEN AND UNOBSTRUCTED; OTHER FLOOR OPENINGS ARE SEPARATED FROM SPACE BY RATED SHAFT ENCLOSURES; SPACE DOES NOT PENETRATE HORIZONTAL ASSEMBLY OR SMOKE BARRIER; EGRESS IS SUFFICIENT TO EGRESS ALL OCCUPANTS FROM ALL LEVELS WITHIN SPACE (OCCUPANT LOAD: 37 OCCUPANTS TOTAL 1ST & 2ND LEVELS) 2020 BCNYS -712.1.9: (1) DOES NOT CONNECT MORE THAN 2 STORIES (2) DOES NOT PENETRATE A HORIZONTAL ASSEMBLY THAT SEPARATES FIRE AREAS OR SMOKE BARRIERS THAT SEPARATE SMOKE COMPARTMENTS (3) IS NOT CONCEALED (4) N/A (5) FULLY-SPRINKLERED BUILDING, CAN BE OPEN TO CORRIDORS (6) FLOOR OPENINGS AND AIR-TRANSFER OPENINGS SERVING OTHER FLOORS ARE SEPARATED FROM SPACE BY REQUIRED SHAFT ENCLOSURE 2012 NFPA 101 -8.6.6: (1) DOES NOT CONNECT MORE THAN 3 STORIES (2) LOWEST LEVEL IS AT STREET LEVEL (3) FLOOR AREA OF SPACE OPEN AND UNOBSTRUCTED (4) FULLY-SPRINKLERED BUILDING, 1-HOUR SMOKE BARRIER ENCLOSURE (5) ORDINARY HAZARD CONTENTS PROTECTED BY APPROVED SPRINKLER SYSTEM (6) SUFFICIENT EGRESS CAPACITY TO ALL EGRESS ALL OCCUPANTS OF ALL FLOORS WITHIN COMMUNICATING SPACE (7) OCCUPANTS WITHIN COMMUNICATING SPACE HAVE ACCESS TO AT LEAST ONE EXIT WITHOUT HAVING TO TRAVERSE ANOTHER STORY WITHIN THE COMMUNICATING SPACE (8) OCCUPANTS NOT WITHIN COMMUNICATING SPACE HAVE ACCESS TO AT LEAST ONE EXIT WITHOUT HAVING TO ENTER COMMUNICATING SPACE PROPERTY LINE8' - 8" ± EA EA E FEC EA FUNCTION/USE SPRINKLERED (Y/N) AREA (PROVIDED) 2020 BCNYS 2012 NFPA 101 REMOTENESS OF EXITS 2020 BCNYS 2012 NFPA 101 OCCUPANT LOAD SUITE 2.2 SHELL SPACE (TENANT) BUSINESS 2,422 SF YES BUSINESS (2020 BCNYS - NYS, 304.1) BUSINESS (2012 NFPA 101, 6.1.11.1) N/A (2020 BCNYS - NYS) N/A (2012 NFPA 101) (32 FEET ÷ 73 FEET) X 100 = 44% 24 OCCUPANTS D 2 (S U IT E 2 .2 ) = 7 3 F E E T EA SE-2HR E A T D (S U IT E 2 .1 ) = 1 2 5 F E E T DE = 12 FEET DE = 7 FEET EATD (SUITE 1.2) = 71 FEET SB-1HR SB-1HR SB-1HR SB-1HR SB-1HR PERIMETER OF THE 3RD, 4TH AND 5TH FLOORS ABOVE ST1-2 STAIR 1 ST2-2 STAIR 200EA ELEV A 200EB ELEV B 242 STAFF BREAK 239 RESPITE/ LACTATION 240 RESPITE/ LACTATION 241 RESPITE/ MEDITATION 238 OFFICE 237 STAFF TOILET 236 STAFF TOILET 235A STORAGE 234 EDUCATION/ CONFERENCE 233 TELMED 200 WALKING TRACK SB-1HR 235 MULTIPURPOSE/ ACTIVITY D1 (SUITE 2.2) = 32 FEET SE-2HR EA 200B PUBLIC TOILET SE-2HR SE-2HR FEC9' - 0" ± A3 G137 ________________________________________________ A3 G137 ________________________________________________ E3 G137 ________________________________________________ E3 G137 ________________________________________________ DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 232C 36" / 32" 160 OCCUPANTS 12 OCCUPANTS - EA P R O P E R T Y L IN E PROPERTY LINEPROPERTY LINEEW-1HR ALLOWABLE AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE: UNLIMITED 2020 BCNYS -TABLE 705.8: UNPROTECTED OPENING, SPRINKLERED -UNLIMITED 2012 NFPA 101: N/A FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: 1-HOUR FIRE BARRIER 2020 BCNYS -TABLE 602: 1-HOUR FIRE BARRIER 2012 NFPA 101: N/A EW-1HR TO CENTER L I NE OF ROUTE 13 1 19 ' - 4 " ± F I RE SEPARATI ON DI STANCETO CENTER L I NE OF ROUTE 13 1 11 ' - 7 " ± FI RE SEPARATI ON DI STANCEFIRE SEPARATION DISTANCE30' - 0"MIN 5' - 0"FI RE SEPARATI ON DI STANCE2 0' - 9" ± VI FV IF5' - 5 " ± EW-1HR 3 6 ' - 7 " ± V IF FIRE SEPARATION DISTANCE22' - 10" ± VIFPROPERT Y L I NE F IR E S E P A R A T IO N D IS T A N C E 5 2 ' - 2 " ± V IF 19' - 10" ± VIF DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 227B 36" / 32" 160 OCCUPANTS 24 OCCUPANTS - CODE CONFORMANCE LEGEND (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 (ROE) D2 = xxx FEET D1 = xxx FEET DEAD END CORRIDOR (DE) ED EXIT DISCHARGE EXIT TO EXIT DIAGONAL (D1) BUILDING, SMOKE COMPARTMENT, SUITE DIAGONAL (D2) EATD = xxx FEET CPET = xxx FEET DE = xxx FEET FIRE EXTINGUISHER FEC FEBRACKET CABINET SP-0HR 1 HOUR FIRE BARRIER FB-1HR 1/2 HOUR FIRE PARTITION 0 HOUR SMOKE PARTITION 1 HOUR SHAFT/STAIR ENCLOSURE SE-1HR 2 HOUR FIRE WALL FW-2HR 1 HOUR FIRE PARTITION FP-1HR 2 HOUR FIRE BARRIER FB-2HR 1 HOUR SMOKE BARRIER SB-1HR FP-1/2HR 3 HOUR FIRE WALL FW-3HR SE-2HR2 HOUR SHAFT/STAIR ENCLOSURE HORIZONTAL ASSEMBLY (HA) (SHOWN IN PLAN) EW-3HR3 HOUR EXTERIOR WALL EW-2HR2 HOUR EXTERIOR WALL EW-1HR1 HOUR EXTERIOR WALL 2020 BCNYS, 1020.4, EXCEPTION 2: SPRINKLERED, 50 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 50 FEET MAXIMUM 2020 BCNYS, 1007.1.1, EXCEPTION 2: SPRINKLERED, 33% OF MAXIMUM DIAGONAL 2012 NFPA 101, 7.5.1.3.3: SPRINKLERED, 33% OF MAXIMUM DIAGONAL 2020 BCNYS, TABLE 1006.2.1,SUBNOTE a: SPRINKLERED, 100 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 100 FEET MAXIMUM 2020 BCNYS, TABLE 1017.2: SPRINKLERED, 300 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 200 FEET (CHAPTER 20) SPRINKLERED 200 FEET (CHAPTER 38) TENANT SUITE OR SMOKE COMPARTMENT FW-2HR FW-3HR FB-1HR SE-2HR SE-1HR FB-2HR FP-1HR SB-1HR FBSB-1HR FBSB-2HR SESB-1HR SESB-2HR FWSB-1HR FWSB-2HR SP-0HR HA-1HR HA-2HR NR WALL & DOOR RATING SUMMARY FIRE WALLS WALL RATING 2 HR 2020 BCNYS 716.1(2) 90 MIN 90 MIN FIRE BARRIERS (EXIT ENCLOSURE HORIZONTAL EXIT INCIDENTAL USE/HAZARD OCCUPANCY SEPARATION) 3 HR 180 MIN 180 MIN 1 HR (EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS) 60 MIN 60 MIN 1 HR (OTHER FIRE BARRIERS)45 MIN 45 MIN 2 HR 90 MIN 90 MIN SHAFT ENCLOSURES (FIRE BARRIER AT ELEVATOR, STAIR OR MECHANICAL SHAFT) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN FIRE PARTITION (ELEV LOBBY, CORRIDOR WALL, TENANT SEPARATION) 0.5 HR 20 MIN 20 MIN 1 HR 20 MIN 20 MIN SMOKE BARRIERS 1 HR 20 MIN 20 MIN FIRE BARRIER/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH FIRE BARRIER - INCIDENTAL USE, EXIT ENCLOSURE, ELEVATOR LOBBY, ETC) 1 HR (EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS) 60 MIN 60 MIN 1 HR (OTHER FIRE BARRIERS) 45 MIN 45 MIN 2 HR 90 MIN 90 MIN SHAFT ENCLOSURE/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH SHAFT ENCLOSURE) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN FIRE WALL/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH FIRE WALL) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN SMOKE PARTITIONS (SP) (UNRATED SMOKE RESISTANT CONSTRUCTION - CORRIDOR 0 HR 0 MIN 0 MIN HORIZONTAL ASSEMBLIES (HA)(RATED ENGINEERED CEILINGS) 1 HR NA NA 2 HR NA 45 MIN NON-RATED WALLS NR 0 MIN 0 MIN DWG. ABBREV./ STENCILING FB-1HR FBSB-1HR NFPA 101 (2012) (TABLE) 2 HR 2 HR 60 MIN (8.3.4.2) 45 MIN (8.3.4.2) 90 MIN (8.3.4.2) 60 MIN (8.3.4.2) 90 MIN (8.3.4.2) 20 MIN (8.3.4.2) 20 MIN 20 MIN (8.3.4.2) 60 MIN 45 MIN 90 MIN 60 MIN 90 MIN 60 MIN 90 MIN 0 HR NA 90 MIN 0 HR DOOR RATING PROVIDED SP-1/2HR1/2 HR 0 MIN 20 MIN20 MIN EW-1HR EW-2HR EXTERIOR WALLS 1 HR 45 MIN 45 MIN 2 HR 90 MIN 90 MIN NA NA 3 HR EW-3HR 90 MIN 90 MINNA 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.2/10/2021 10:51:21 AMG132 SECOND FLOOR CODE CONFORMANCE PLAN (PRINT IN COLOR) 02/05/2021 2018089 CRB Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/8" = 1'-0"A1 SECOND FLOOR CODE CONFORMANCE PLAN 0'2'4'8'16' REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 DN DN UP FW-2HR FW-3HR FB-1HR SE-2HR SE-1HR FB-2HR FP-1HR SB-1HR FBSB-1HR FBSB-2HR SESB-1HR SESB-2HR FWSB-1HR FWSB-2HR SP-0HR HA-1HR HA-2HR NR WALL & DOOR RATING SUMMARY FIRE WALLS WALL RATING 2 HR 2020 BCNYS 716.1(2) 90 MIN 90 MIN FIRE BARRIERS (EXIT ENCLOSURE HORIZONTAL EXIT INCIDENTAL USE/HAZARD OCCUPANCY SEPARATION) 3 HR 180 MIN 180 MIN 1 HR (EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS) 60 MIN 60 MIN 1 HR (OTHER FIRE BARRIERS)45 MIN 45 MIN 2 HR 90 MIN 90 MIN SHAFT ENCLOSURES (FIRE BARRIER AT ELEVATOR, STAIR OR MECHANICAL SHAFT) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN FIRE PARTITION (ELEV LOBBY, CORRIDOR WALL, TENANT SEPARATION) 0.5 HR 20 MIN 20 MIN 1 HR 20 MIN 20 MIN SMOKE BARRIERS 1 HR 20 MIN 20 MIN FIRE BARRIER/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH FIRE BARRIER - INCIDENTAL USE, EXIT ENCLOSURE, ELEVATOR LOBBY, ETC) 1 HR (EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS) 60 MIN 60 MIN 1 HR (OTHER FIRE BARRIERS) 45 MIN 45 MIN 2 HR 90 MIN 90 MIN SHAFT ENCLOSURE/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH SHAFT ENCLOSURE) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN FIRE WALL/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH FIRE WALL) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN SMOKE PARTITIONS (SP) (UNRATED SMOKE RESISTANT CONSTRUCTION - CORRIDOR 0 HR 0 MIN 0 MIN HORIZONTAL ASSEMBLIES (HA)(RATED ENGINEERED CEILINGS) 1 HR NA NA 2 HR NA 45 MIN NON-RATED WALLS NR 0 MIN 0 MIN DWG. ABBREV./ STENCILING FB-1HR FBSB-1HR NFPA 101 (2012) (TABLE) 2 HR 2 HR 60 MIN (8.3.4.2) 45 MIN (8.3.4.2) 90 MIN (8.3.4.2) 60 MIN (8.3.4.2) 90 MIN (8.3.4.2) 20 MIN (8.3.4.2) 20 MIN 20 MIN (8.3.4.2) 60 MIN 45 MIN 90 MIN 60 MIN 90 MIN 60 MIN 90 MIN 0 HR NA 90 MIN 0 HR DOOR RATING PROVIDED SP-1/2HR1/2 HR 0 MIN 20 MIN20 MIN EW-1HR EW-2HR EXTERIOR WALLS 1 HR 45 MIN 45 MIN 2 HR 90 MIN 90 MIN NA NA 3 HR EW-3HR 90 MIN 90 MINNA CODE CONFORMANCE LEGEND (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 (ROE) D2 = xxx FEET D1 = xxx FEET DEAD END CORRIDOR (DE) ED EXIT DISCHARGE EXIT TO EXIT DIAGONAL (D1) BUILDING, SMOKE COMPARTMENT, SUITE DIAGONAL (D2) EATD = xxx FEET CPET = xxx FEET DE = xxx FEET FIRE EXTINGUISHER FEC FEBRACKET CABINET SP-0HR 1 HOUR FIRE BARRIER FB-1HR 1/2 HOUR FIRE PARTITION 0 HOUR SMOKE PARTITION 1 HOUR SHAFT/STAIR ENCLOSURE SE-1HR 2 HOUR FIRE WALL FW-2HR 1 HOUR FIRE PARTITION FP-1HR 2 HOUR FIRE BARRIER FB-2HR 1 HOUR SMOKE BARRIER SB-1HR FP-1/2HR 3 HOUR FIRE WALL FW-3HR SE-2HR2 HOUR SHAFT/STAIR ENCLOSURE HORIZONTAL ASSEMBLY (HA) (SHOWN IN PLAN) EW-3HR3 HOUR EXTERIOR WALL EW-2HR2 HOUR EXTERIOR WALL EW-1HR1 HOUR EXTERIOR WALL 2020 BCNYS, 1020.4, EXCEPTION 2: SPRINKLERED, 50 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 50 FEET MAXIMUM 2020 BCNYS, 1007.1.1, EXCEPTION 2: SPRINKLERED, 33% OF MAXIMUM DIAGONAL 2012 NFPA 101, 7.5.1.3.3: SPRINKLERED, 33% OF MAXIMUM DIAGONAL 2020 BCNYS, TABLE 1006.2.1,SUBNOTE a: SPRINKLERED, 100 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 100 FEET MAXIMUM 2020 BCNYS, TABLE 1017.2: SPRINKLERED, 300 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 200 FEET (CHAPTER 20) SPRINKLERED 200 FEET (CHAPTER 38) TENANT SUITE OR SMOKE COMPARTMENT 323 ELEC/ DATA 300EA ELEV A 300EB ELEV B ST1-3 STAIR 1 ST2-3 STAIR 2 SE-2HR SE-2HR SE-2HR SE-2HR SE-2HR D 2 (B U IL D IN G & S U IT E 5 .1 ) = 1 5 8 F E E T D 1 (B U I L D I N G & S U I T E 5 .1 ) = 7 9 F E E T FEC STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING ACCESSIBLE (Y/N) AREA OF REFUGE (Y/N) OCCUPANT LOAD STAIR 1 ST1-3 60" 200 OCCUPANTS 2-HOUR ST1-3 48" / 44" 220 OCCUPANTS 90 MIN YES 60 OCCUPANTS NO STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING ACCESSIBLE (Y/N) AREA OF REFUGE (Y/N) OCCUPANT LOAD STAIR 2 ST2-3 48" 160 OCCUPANTS 2-HOUR ST2-3 44" / 40" 200 OCCUPANTS 90 MIN YES 59 OCCUPANTS NO EW-1HR E SE-2HR FEC FUNCTION/USE SPRINKLERED (Y/N) AREA (PROVIDED) 2020 BCNYS 2012 NFPA 101 REMOTENESS OF EXITS 2020 BCNYS 2012 NFPA 101 OCCUPANT LOAD SUITE 3.1 (CLINIC TENANT) BUSINESS 10,865 SF YES BUSINESS (2020 BCNYS - NYS, 304.1) BUSINESS (2012 NFPA 101, 6.1.11.1) N/A (2020 BCNYS - NYS) N/A (2012 NFPA 101) (79 FEET ÷ 158 FEET) X 100 = 50% 109 OCCUPANTS EATD = 156 FEET REMOTENESS OF EXITS:(79 FEET ÷ 158 FEET) X 100 = 50% 2020 BCNYS -TABLE 1007.1.1, EXCEPTION 2: SPRINKLERED, 33% OF MAXIMUM BUILDING DIAGONAL 2012 NFPA 101 -7.5.1.3.3: SPRINKLERED 33% OF MAXIMUM BUILDING DIAGONAL GREENSTARFIRE SEPARATION DISTANCE FIRE SEPARATION DISTANCE PROPERTY LINEE SE-2HR DE = 8 FEET FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: 1-HOUR FIRE BARRIER 2020 BCNYS -TABLE 602: 1-HOUR FIRE BARRIER 2012 NFPA 101: N/A DE = 18 FEET FECALLOWABLE AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE: (282 SF ÷ 1,664 SF) X 100 = 17% 2020 BCNYS -TABLE 705.8: UNPROTECTED OPENING, SPRINKLERED -25% 2012 NFPA 101: N/A EATD = 126 FEETC P E T = 3 5 F E E TDE = 29 FEETDE = 41 FEETSE-2HR SE-2HR SE-2HR CPET = 73 FEET SE-2HR FEC339A PROVIDER OFFICE 339 NURSE WORK 339B TRIAGE NURSE 336 PATIENT TOILET 327 EXAM/CONSULT 328 EXAM/CONSULT 331 EXAM/CONSULT350 STORAGE 330 EVS 329 EXAM/CONSULT328 EXAM/CONSULT 304 CIRCULATION 335 SPECIALTY EXAM/TREATMENT/ TELEMED 335A PATIENT TOILET 335B STORAGE 334 LAB 332 LAB DRAW 333 SPECIMEN COLLECTION ST1-3 STAIR 1 300 GUEST WAITING/ CIRCULATION 300A PUBLIC TOILET 300B PUBLIC TOILET 311 CENTRAL SOILED WORK 312 CENTRAL CLEAN WORK 301 REGISTRATION 301A OFFICE MANAGER 302 PATIENT TOILET 303 SPECIALTY EXAM/TREATMENT 305A STAFF TOILET 305 STAFF BREAK AREA 309 EXAM/CONSULT 308 EXAM/CONSULT 307 EXAM/CONSULT 306 EXAM/CONSULT 317B NURSE WORK AREA 317A PROVIDER OFFICE 316 EXAM/CONSULT 315 EXAM/CONSULT 314 EXAM/CONSULT 313 EXAM/CONSULT 322 EXAM/CONSULT 321 EXAM/CONSULT 320 EXAM/CONSULT 319 EXAM/CONSULT 317 STAFF CIRCULATION 318 EXAM/CONSULT 317E NURSE WORK AREA 324 TRIAGE NURSE 317F PROVIDER OFFICE 326A PATIENT TOILET 325 STAFF TOILET 326 SPECIALTY EXAM/ TREATMENT 327 PATIENT TOILET 5' - 3" ± 5' - 6" ± 9' - 0" 9' - 1" FIRE SEPARATION DISTANCE FIRE SEPARATION DISTANCE A3 G137 ________________________________________________ A3 G137 ________________________________________________ E3 G137 ________________________________________________ E3 G137 ________________________________________________ SE-2HR SE-2HR FIRE SEPARATION DISTANCEP R O P E R T Y L IN E PROPERTY LINEPROPERTY LINEEW-1HREW-1HR 48' - 10 1/2"7 1/2" ALLOWABLE AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE: UNLIMITED OVER 20 FT FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: 1-HOUR FIRE BARRIER 2020 BCNYS -TABLE 602: 1-HOUR FIRE BARRIER 2012 NFPA 101: N/A FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: NO RATING 2020 BCNYS -TABLE 602: NO RATING 2012 NFPA 101: N/A 8' - 1" ± VIFFIRE SEPARATION DISTANCE30' - 0"TO CENTER LINE OF ROUTE 13 142' -10"± FIRE SEPARATION DISTANCE PERIMETER OF ROOF ABOVE SEE ROOF CODE CONFORMANCE PLAN 20' - 0"ALLOWABLE AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE: XX% 2020 BCNYS -TABLE 705.8 UNPROTECTED OPENING, SPRINKLERED -VARIES FROM 25% TO 75% (5FT TO 20FT) 2012 NFPA 101: N/A 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.2/10/2021 10:51:35 AMG133 THIRD FLOOR CODE CONFORMANCE PLAN (PRINT IN COLOR) 02/05/2021 2018089 CRB Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING0'2'4'8'16'1/8" = 1'-0"A1 THIRD FLOOR CODE CONFORMANCE PLAN REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 UP DN UP UP UP CODE CONFORMANCE LEGEND (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 (ROE) D2 = xxx FEET D1 = xxx FEET DEAD END CORRIDOR (DE) ED EXIT DISCHARGE EXIT TO EXIT DIAGONAL (D1) BUILDING, SMOKE COMPARTMENT, SUITE DIAGONAL (D2) EATD = xxx FEET CPET = xxx FEET DE = xxx FEET FIRE EXTINGUISHER FEC FEBRACKET CABINET SP-0HR 1 HOUR FIRE BARRIER FB-1HR 1/2 HOUR FIRE PARTITION 0 HOUR SMOKE PARTITION 1 HOUR SHAFT/STAIR ENCLOSURE SE-1HR 2 HOUR FIRE WALL FW-2HR 1 HOUR FIRE PARTITION FP-1HR 2 HOUR FIRE BARRIER FB-2HR 1 HOUR SMOKE BARRIER SB-1HR FP-1/2HR 3 HOUR FIRE WALL FW-3HR SE-2HR2 HOUR SHAFT/STAIR ENCLOSURE HORIZONTAL ASSEMBLY (HA) (SHOWN IN PLAN) EW-3HR3 HOUR EXTERIOR WALL EW-2HR2 HOUR EXTERIOR WALL EW-1HR1 HOUR EXTERIOR WALL 2020 BCNYS, 1020.4, EXCEPTION 2: SPRINKLERED, 50 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 50 FEET MAXIMUM 2020 BCNYS, 1007.1.1, EXCEPTION 2: SPRINKLERED, 33% OF MAXIMUM DIAGONAL 2012 NFPA 101, 7.5.1.3.3: SPRINKLERED, 33% OF MAXIMUM DIAGONAL 2020 BCNYS, TABLE 1006.2.1,SUBNOTE a: SPRINKLERED, 100 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 100 FEET MAXIMUM 2020 BCNYS, TABLE 1017.2: SPRINKLERED, 300 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 200 FEET (CHAPTER 20) SPRINKLERED 200 FEET (CHAPTER 38) TENANT SUITE OR SMOKE COMPARTMENT FW-2HR FW-3HR FB-1HR SE-2HR SE-1HR FB-2HR FP-1HR SB-1HR FBSB-1HR FBSB-2HR SESB-1HR SESB-2HR FWSB-1HR FWSB-2HR SP-0HR HA-1HR HA-2HR NR WALL & DOOR RATING SUMMARY FIRE WALLS WALL RATING 2 HR 2020 BCNYS 716.1(2) 90 MIN 90 MIN FIRE BARRIERS (EXIT ENCLOSURE HORIZONTAL EXIT INCIDENTAL USE/HAZARD OCCUPANCY SEPARATION) 3 HR 180 MIN 180 MIN 1 HR (EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS) 60 MIN 60 MIN 1 HR (OTHER FIRE BARRIERS)45 MIN 45 MIN 2 HR 90 MIN 90 MIN SHAFT ENCLOSURES (FIRE BARRIER AT ELEVATOR, STAIR OR MECHANICAL SHAFT) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN FIRE PARTITION (ELEV LOBBY, CORRIDOR WALL, TENANT SEPARATION) 0.5 HR 20 MIN 20 MIN 1 HR 20 MIN 20 MIN SMOKE BARRIERS 1 HR 20 MIN 20 MIN FIRE BARRIER/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH FIRE BARRIER - INCIDENTAL USE, EXIT ENCLOSURE, ELEVATOR LOBBY, ETC) 1 HR (EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS) 60 MIN 60 MIN 1 HR (OTHER FIRE BARRIERS) 45 MIN 45 MIN 2 HR 90 MIN 90 MIN SHAFT ENCLOSURE/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH SHAFT ENCLOSURE) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN FIRE WALL/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH FIRE WALL) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN SMOKE PARTITIONS (SP) (UNRATED SMOKE RESISTANT CONSTRUCTION - CORRIDOR 0 HR 0 MIN 0 MIN HORIZONTAL ASSEMBLIES (HA)(RATED ENGINEERED CEILINGS) 1 HR NA NA 2 HR NA 45 MIN NON-RATED WALLS NR 0 MIN 0 MIN DWG. ABBREV./ STENCILING FB-1HR FBSB-1HR NFPA 101 (2012) (TABLE) 2 HR 2 HR 60 MIN (8.3.4.2) 45 MIN (8.3.4.2) 90 MIN (8.3.4.2) 60 MIN (8.3.4.2) 90 MIN (8.3.4.2) 20 MIN (8.3.4.2) 20 MIN 20 MIN (8.3.4.2) 60 MIN 45 MIN 90 MIN 60 MIN 90 MIN 60 MIN 90 MIN 0 HR NA 90 MIN 0 HR DOOR RATING PROVIDED SP-1/2HR1/2 HR 0 MIN 20 MIN20 MIN EW-1HR EW-2HR EXTERIOR WALLS 1 HR 45 MIN 45 MIN 2 HR 90 MIN 90 MIN NA NA 3 HR EW-3HR 90 MIN 90 MINNA 442 PROCEDURE ROOM 441 PROCEDURE ROOM 440 PROCEDURE ROOM 436 RECEPTION 436A PROVIDER OFFICE 434 WAITING 435 CIRCULATION 443 STAFF BREAK 444 PATIENT TOILET 445 STAFF TOILET 438 SOILED WORKROOM 437 CLEAN WORKROOM& EQUIP.STORAGE 433 SHARED CONFERENCE 439 EVS 400 ELEVATOR LOBBY & PUBLIC CORRIDOR 432 DEXASCAN 421 EQUIPMENT STORAGE & FLEX SPACE 420 SOILED WORKROOM 419 CLEAN WORKROOM 418B PATIENT TOILET 417 EVS418 MEN'S SUB-WAIT 418A GOWNING 431 MAMMOGRAPHY (STEREOTATIC BIOPSY) 427 MAMMOGRAPHY 431A EQUIPMENT STORAGE 108 SF 426 READING ROOM 424A PATIENT TOILET 423A PATIENT TOILET (PoS)423 ULTRASOUND (PoS) 424 ULTRASOUND 428 OFFICE/ READING 429 IMAGING IT/DATA 430 ELEC/DATA 425 WOMEN'S CIRCULATION 415 ULTRASOUND (GUIDED BIOPSY) 416 DIAGNOSTIC RADIOGRAPHY 412A HOLDING BAY 1 412B HOLDING BAY 2 413 PATIENT TOILET 414 STAFF TOILET 415A PATIENT TOILET 410 RESULTS ALCOVE 412 CIRCULATION 411 NURSE/TECH STATION 409 WOMEN'S SUB-WAIT ST3-4 STAIR 3 407D GOWNING 3 407C GOWNING 2 407 WOMEN'S CIRCULATION 406 CIRCULATION 405 MULTIPURPOSE/ CONSULT 407A GOWNING 1 407B PATIENT TOILET 403 PRACTICE MANAGER 401 IMAGING GUEST LOUNGE/WAITING 402 REGISTRATION 400A PUBLIC TOILET 400B PUBLIC TOILETSE-2HR SE-2HR SE-2HR SE-2HR SE-2HR D 2 (B U IL D IN G & (S U IT E 4 .1 ) = 1 5 8 F E E T D 1 (B U I L D I N G ) = 7 9 F E E T FEC STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING ACCESSIBLE (Y/N) AREA OF REFUGE (Y/N) OCCUPANT LOAD STAIR 1 ST1-4 60" 200 OCCUPANTS 2-HOUR ST1-4 48" / 44" 220 OCCUPANTS 90 MIN YES 60 OCCUPANTS NO STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING ACCESSIBLE (Y/N) AREA OF REFUGE (Y/N) OCCUPANT LOAD STAIR 2 ST2-4 48" 160 OCCUPANTS 2-HOUR ST2-4 44" / 40" 200 OCCUPANTS 90 MIN YES 59 OCCUPANTS NO EW-1HR E SE-2HR FECD1(SUITE 4.2) = 48 FEET FUNCTION/USE SPRINKLERED (Y/N) AREA (PROVIDED) 2020 BCNYS 2012 NFPA 101 REMOTENESS OF EXITS 2020 BCNYS 2012 NFPA 101 OCCUPANT LOAD SUITE 4.1 IMAGING (TENANT) BUSINESS 7,455 SF YES BUSINESS (2020 BCNYS - NYS, 304.1) BUSINESS (2012 NFPA 101, 6.1.11.1) N/A (2020 BCNYS - NYS) N/A (2012 NFPA 101) (75 FEET ÷ 158 FEET) X 100 = 48% 75 OCCUPANTS DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 425B 36" / 32" 160 OCCUPANTS 25 OCCUPANTS -EATD (SUITE 4.1) = 118 FEETREMOTENESS OF EXITS:(79 FEET ÷ 158 FEET) X 100 = 50% 2020 BCNYS -TABLE 1007.1.1, EXCEPTION 2: SPRINKLERED, 33% OF MAXIMUM BUILDING DIAGONAL 2012 NFPA 101 -7.5.1.3.3: SPRINKLERED 33% OF MAXIMUM BUILDING DIAGONAL GREENSTARDOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 435B 36" / 32" 160 OCCUPANTS 10 OCCUPANTS - FIRE SEPARATION DISTANCE FIRE SEPARATION DISTANCE TWO-STORY / CONVENIENCE OPENINGS: PENETRATES 2 STORIES ONLY; DOES NOT PENETRATE HORIZONTAL ASSEMBLY OR SMOKE BARRIER; IS NOT CONCEALED; FULLY-SPRINKLERED BUILDING; OTHER FLOOR OPENINGS SEPARATED BY SHAFT ENCLOSURES; IS NOT A MEANS OF EGRESS 2020 BCNYS 712.1.9: (1) DOES NOT CONNECT MORE THAN 2 STORIES (2) DOES NOT PENETRATE A HORIZONTAL ASSEMBLY THAT SEPARATES FIRE AREAS OR SMOKE BARRIERS THAT SEPARATE SMOKE COMPARTMENTS (3) IS NOT CONCEALED (4) N/A (5) FULLY-SPRINKLERED BUILDING (6) FLOOR OPENINGS AND AIR-TRANSFER OPENINGS SERVING OTHER FLOORS ARE SEPARATED FROM SPACE BY REQUIRED SHAFT ENCLOSURE 2012 NFPA 101 -8.6.9.1, 38.3.1.1(1) (1) DOES NOT CONNECT MORE THAN 2 STORIES (PIERCES ONLY 1 FLOOR) (2) SEPARATED FROM OTHER UNPROTECTED VERTICAL OPENINGS SERVING OTHER FLOORS BY BARRIERS (SHAFT ENCLOSURES) (3) SEPARATED FROM CORRIDORS (4) SEPARATED FROM OTHER FIRE OR SMOKE COMPARTMENTS ON SAME FLOOR (5) SEPARATED FROM CORRIDORS BY SMOKE PARTITIONS. (6) OPENING SHALL NOT SERVE AS A MEANS OF EGRESS PROPERTY LINEE SE-2HR DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 422A 44" / 40" 200 OCCUPANTS 25 OCCUPANTS - DE = 8 FEET FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: 1-HOUR FIRE BARRIER 2020 BCNYS -TABLE 602: 1-HOUR FIRE BARRIER 2012 NFPA 101: N/A DE = 22 FEET FECD2(SUITE 4.2) = 73 FEET ALLOWABLE AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE: (255 SF ÷ 1,503 SF) X 100 = 17% 2020 BCNYS -TABLE 705.8: UNPROTECTED OPENING, SPRINKLERED -25% 2012 NFPA 101: N/A D1 (SUITE 4.1) = 75 FEET CPET = 67 FEET EATD (SUITE 4.1) = 129 FEETFUNCTION/USE SPRINKLERED (Y/N) AREA (PROVIDED) 2020 BCNYS 2012 NFPA 101 REMOTENESS OF EXITS 2020 BCNYS 2012 NFPA 101 OCCUPANT LOAD SUITE 4.2 FQHC (TENANT) BUSINESS 2,118 SF YES BUSINESS (2020 BCNYS - NYS, 304.1) BUSINESS (2012 NFPA 101, 6.1.11.1) N/A (2020 BCNYS - NYS) N/A (2012 NFPA 101) (48 FEET ÷ 73 FEET) X 100 = 66% 21 OCCUPANTS DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 434A 42" / 38" 190 OCCUPANTS 11 OCCUPANTS - EA EA EA EA DOOR # WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING OCCUPANT LOAD 401A 42" / 38" 190 OCCUPANTS 25 OCCUPANTS -CPET = 24 FEETDE = 14 FEET SP-0HR SP-0HR SP-0HR SP-0HR EATD (SUITE 4.2) = 94 FEET CPET = 39 FEETCPET = 21 FEETEA ST1-4 STAIR 1 400EA ELEV A 400EB ELEV B SE-2HR SE-2HR SE-2HR FEC400C WHEEL CHAIR STORAGE ST2-4 STAIR 2 4' - 5" ± 4' - 8" ± A3 G137 ________________________________________________ A3 G137 ________________________________________________ E3 G137 ________________________________________________ E3 G137 ________________________________________________ SE-2HR SE-2HR 8' - 11" ± FIRE SEPARATION DISTANCE 9' - 0" ± FIRE SEPARATION DISTANCE FIRE SEPARATION DISTANCEP R O P E R T Y L I N E PROPERTY LINEPROPERTY LINE7 1/2"8' - 1"FIRE SEPARATION DISTANCE30' - 0"TO CENTER LINE OF ROUTE 13 142' -10"± FIRE SEPARATION DISTANCE ALLOWABLE AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE: UNLIMITED OVER 20 FT FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: 1-HOUR FIRE BARRIER 2020 BCNYS -TABLE 602: 1-HOUR FIRE BARRIER 2012 NFPA 101: N/A PERIMETER OF ROOF ABOVE SEE ROOF CODE CONFORMANCE PLAN 20' - 0"ALLOWABLE AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE: XX% 2020 BCNYS -TABLE 705.8 UNPROTECTED OPENING, SPRINKLERED -VARIES FROM 25% TO 75% (5FT TO 20FT) 2012 NFPA 101: N/A FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: NO RATING 2020 BCNYS -TABLE 602: NO RATING 2012 NFPA 101: N/A EW-1HREW-1HR 48' - 10 1/2"7 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.2/10/2021 10:57:38 AMG134 FOURTH FLOOR CODE CONFORMANCE PLAN (PRINT IN COLOR) 02/05/2021 2018089 CRB Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING0'2'4'8'16'1/8" = 1'-0"A1 FOURTH FLOOR CODE CONFORMANE PLAN REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 DN DN DN CODE CONFORMANCE LEGEND (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 (ROE) D2 = xxx FEET D1 = xxx FEET DEAD END CORRIDOR (DE) ED EXIT DISCHARGE EXIT TO EXIT DIAGONAL (D1) BUILDING, SMOKE COMPARTMENT, SUITE DIAGONAL (D2) EATD = xxx FEET CPET = xxx FEET DE = xxx FEET FIRE EXTINGUISHER FEC FEBRACKET CABINET SP-0HR 1 HOUR FIRE BARRIER FB-1HR 1/2 HOUR FIRE PARTITION 0 HOUR SMOKE PARTITION 1 HOUR SHAFT/STAIR ENCLOSURE SE-1HR 2 HOUR FIRE WALL FW-2HR 1 HOUR FIRE PARTITION FP-1HR 2 HOUR FIRE BARRIER FB-2HR 1 HOUR SMOKE BARRIER SB-1HR FP-1/2HR 3 HOUR FIRE WALL FW-3HR SE-2HR2 HOUR SHAFT/STAIR ENCLOSURE HORIZONTAL ASSEMBLY (HA) (SHOWN IN PLAN) EW-3HR3 HOUR EXTERIOR WALL EW-2HR2 HOUR EXTERIOR WALL EW-1HR1 HOUR EXTERIOR WALL 2020 BCNYS, 1020.4, EXCEPTION 2: SPRINKLERED, 50 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 50 FEET MAXIMUM 2020 BCNYS, 1007.1.1, EXCEPTION 2: SPRINKLERED, 33% OF MAXIMUM DIAGONAL 2012 NFPA 101, 7.5.1.3.3: SPRINKLERED, 33% OF MAXIMUM DIAGONAL 2020 BCNYS, TABLE 1006.2.1,SUBNOTE a: SPRINKLERED, 100 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 100 FEET MAXIMUM 2020 BCNYS, TABLE 1017.2: SPRINKLERED, 300 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 200 FEET (CHAPTER 20) SPRINKLERED 200 FEET (CHAPTER 38) TENANT SUITE OR SMOKE COMPARTMENT FW-2HR FW-3HR FB-1HR SE-2HR SE-1HR FB-2HR FP-1HR SB-1HR FBSB-1HR FBSB-2HR SESB-1HR SESB-2HR FWSB-1HR FWSB-2HR SP-0HR HA-1HR HA-2HR NR WALL & DOOR RATING SUMMARY FIRE WALLS WALL RATING 2 HR 2020 BCNYS 716.1(2) 90 MIN 90 MIN FIRE BARRIERS (EXIT ENCLOSURE HORIZONTAL EXIT INCIDENTAL USE/HAZARD OCCUPANCY SEPARATION) 3 HR 180 MIN 180 MIN 1 HR (EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS) 60 MIN 60 MIN 1 HR (OTHER FIRE BARRIERS)45 MIN 45 MIN 2 HR 90 MIN 90 MIN SHAFT ENCLOSURES (FIRE BARRIER AT ELEVATOR, STAIR OR MECHANICAL SHAFT) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN FIRE PARTITION (ELEV LOBBY, CORRIDOR WALL, TENANT SEPARATION) 0.5 HR 20 MIN 20 MIN 1 HR 20 MIN 20 MIN SMOKE BARRIERS 1 HR 20 MIN 20 MIN FIRE BARRIER/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH FIRE BARRIER - INCIDENTAL USE, EXIT ENCLOSURE, ELEVATOR LOBBY, ETC) 1 HR (EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS) 60 MIN 60 MIN 1 HR (OTHER FIRE BARRIERS) 45 MIN 45 MIN 2 HR 90 MIN 90 MIN SHAFT ENCLOSURE/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH SHAFT ENCLOSURE) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN FIRE WALL/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH FIRE WALL) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN SMOKE PARTITIONS (SP) (UNRATED SMOKE RESISTANT CONSTRUCTION - CORRIDOR 0 HR 0 MIN 0 MIN HORIZONTAL ASSEMBLIES (HA)(RATED ENGINEERED CEILINGS) 1 HR NA NA 2 HR NA 45 MIN NON-RATED WALLS NR 0 MIN 0 MIN DWG. ABBREV./ STENCILING FB-1HR FBSB-1HR NFPA 101 (2012) (TABLE) 2 HR 2 HR 60 MIN (8.3.4.2) 45 MIN (8.3.4.2) 90 MIN (8.3.4.2) 60 MIN (8.3.4.2) 90 MIN (8.3.4.2) 20 MIN (8.3.4.2) 20 MIN 20 MIN (8.3.4.2) 60 MIN 45 MIN 90 MIN 60 MIN 90 MIN 60 MIN 90 MIN 0 HR NA 90 MIN 0 HR DOOR RATING PROVIDED SP-1/2HR1/2 HR 0 MIN 20 MIN20 MIN EW-1HR EW-2HR EXTERIOR WALLS 1 HR 45 MIN 45 MIN 2 HR 90 MIN 90 MIN NA NA 3 HR EW-3HR 90 MIN 90 MINNA SE-2HR SE-2HR SE-2HR SE-2HR SE-2HR D 2 (B U IL D IN G & S U IT E 5 .1 ) = 1 5 8 F E E T D 1 (B U I L D I N G & S U I T E 5 .1 ) = 7 9 F E E T FEC STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING ACCESSIBLE (Y/N) AREA OF REFUGE (Y/N) OCCUPANT LOAD STAIR 1 ST1-5 60" 200 OCCUPANTS 2-HOUR ST1-5 48" / 44" 220 OCCUPANTS 90 MIN YES 60 OCCUPANTS NO STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING ACCESSIBLE (Y/N) AREA OF REFUGE (Y/N) OCCUPANT LOAD STAIR 2 ST2-5 48" 160 OCCUPANTS 2-HOUR ST2-5 44" / 40" 200 OCCUPANTS 90 MIN YES 59 OCCUPANTS NO EW-1HR E SE-2HR FEC FUNCTION/USE SPRINKLERED (Y/N) AREA (PROVIDED) 2020 BCNYS 2012 NFPA 101 REMOTENESS OF EXITS 2020 BCNYS 2012 NFPA 101 OCCUPANT LOAD SUITE 5.1 WOMEN'S HEALTH (TENANT) BUSINESS 10,865 SF YES BUSINESS (2020 BCNYS - NYS, 304.1) BUSINESS (2012 NFPA 101, 6.1.11.1) N/A (2020 BCNYS - NYS) N/A (2012 NFPA 101) (79 FEET ÷ 158 FEET) X 100 = 50% 110 OCCUPANTS EATD = 156 FEET REMOTENESS OF EXITS:(79 FEET ÷ 158 FEET) X 100 = 50% 2020 BCNYS -TABLE 1007.1.1, EXCEPTION 2: SPRINKLERED, 33% OF MAXIMUM BUILDING DIAGONAL 2012 NFPA 101 -7.5.1.3.3: SPRINKLERED 33% OF MAXIMUM BUILDING DIAGONAL GREENSTARFIRE SEPARATION DISTANCE FIRE SEPARATION DISTANCE PROPERTY LINEE SE-2HR DE = 8 FEET FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: 1-HOUR FIRE BARRIER 2020 BCNYS -TABLE 602: 1-HOUR FIRE BARRIER 2012 NFPA 101: N/A DE = 13 FEET FECALLOWABLE AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE: (220 SF ÷ 1,625 SF) X 100 = 13.5% 2020 BCNYS -TABLE 705.8: UNPROTECTED OPENING, SPRINKLERED -15% 2012 NFPA 101: N/A EATD = 126 FEETCPET = 96 FEETDE = 29 FEETSP-0HR SP-0HR 501B PUBLIC TOILET 501 GUEST WAITING/ CIRCULATION 501A PUBLIC TOILET 503 PATIENT TOILET 509 EXAM/CONSULT 508 EXAM/CONSULT 507 EXAM/CONSULT 506 SPECIALTY EXAM/ TREATMENT 505 STAFF BREAK AREA 505A STAFF TOILET 517A PROVIDER OFFICE 517B NURSE WORK AREA 511 CENTRAL SOILED WORK 510 PATIENT VITALS ALCOVE 512 CENTRAL CLEAN WORK 513 EXAM/CONSULT 514 EXAM/CONSULT 515 EXAM/CONSULT 516 EXAM/CONSULT518 EXAM/CONSULT 519 EXAM/CONSULT 520 EXAM/CONSULT 521 EXAM/CONSULT 522 EXAM/CONSULT 526 SPECIALTY EXAM/ TREATMENT SP-0HRDE = 41 FEET500EB ELEV B TWO-STORY / CONVENIENCE OPENINGS: PENETRATES 2 STORIES ONLY; DOES NOT PENETRATE HORIZONTAL ASSEMBLY OR SMOKE BARRIER; IS NOT CONCEALED; FULLY-SPRINKLERED BUILDING; OTHER FLOOR OPENINGS SEPARATED BY SHAFT ENCLOSURES; IS NOT A MEANS OF EGRESS 2020 BCNYS 712.1.9: (1) DOES NOT CONNECT MORE THAN 2 STORIES (2) DOES NOT PENETRATE A HORIZONTAL ASSEMBLY THAT SEPARATES FIRE AREAS OR SMOKE BARRIERS THAT SEPARATE SMOKE COMPARTMENTS (3) IS NOT CONCEALED (4) N/A (5) FULLY-SPRINKLERED BUILDING (6) FLOOR OPENINGS AND AIR-TRANSFER OPENINGS SERVING OTHER FLOORS ARE SEPARATED FROM SPACE BY REQUIRED SHAFT ENCLOSURE 2012 NFPA 101 -8.6.9.1, 38.3.1.1(1) (1) DOES NOT CONNECT MORE THAN 2 STORIES (PIERCES ONLY 1 FLOOR) (2) SEPARATED FROM OTHER UNPROTECTED VERTICAL OPENINGS SERVING OTHER FLOORS BY BARRIERS (SHAFT ENCLOSURES) (3) SEPARATED FROM CORRIDORS (4) SEPARATED FROM OTHER FIRE OR SMOKE COMPARTMENTS ON SAME FLOOR (5) SEPARATED FROM CORRIDORS BY SMOKE PARTITIONS. (6) OPENING SHALL NOT SERVE AS A MEANS OF EGRESS SE-2HR SE-2HR SE-2HR ST2-5 STAIR 2 500EA ELEV A ST1-5 STAIR 1 523 IT/ELEC CPET = 73 FEET 535 SPECIALTY EXAM/TREATMENT/ TELEMED 536 PATIENT TOILET 539B TRIAGE NURSE 537 EXAM/CONSULT 535A PATIENT TOILET 534 LAB 500 ELEVATOR CONTROL ROOM 539A PROVIDER OFFICE 528 EXAM/CONSULT 529 EXAM/CONSULT 531 EXAM/CONSULT 538 EXAM/CONSULT 530 EVS 527 PATIENT TOILET 525 STAFF TOILET 526A PATIENT TOILET 517F PROVIDER OFFICE 524 TRIAGE NURSE 532 LAB DRAW 533 SPECIMEN COLLECTION 504 CIRCULATION 517CCIRCULATION504BBCIRCULATION517 STAFF CIRCULATION 517DCIRCULATIONSE-2HR 502A OFFICE MANAGER 502 REGISTRATION ST3-5 STAIR 3FEC 4' - 0" ± ELEVATOR CONTROL ROOM ENCLOSURE FIRE RESISTANCE RATING:2-HOUR FIRE BARRIERS 2020 BCNYS -3005.4 - NOT LESS THAN HOISTWAY ENCLOSURE 2012 NFPA 101: NO REQUIREMENTS 3' - 8" ± A3 G137 ________________________________________________ A3 G137 ________________________________________________ E3 G137 ________________________________________________ E3 G137 ________________________________________________ SE-2HR SE-2HR 9' - 0" ± 8' - 11" ± FIRE SEPARATION DISTANCE FIRE SEPARATION DISTANCE P R O P E R T Y L IN E PROPERTY LINEPROPERTY LINE7 1/2"FIRE SEPARATION DISTANCETO CENTER LINE OF ROUTE 13 142' -10"± FIRE SEPARATION DISTANCE FIRE SEPARATION DISTANCE30' - 0"8' - 1"ALLOWABLE AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE: UNLIMITED OVER 20 FT FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: 1-HOUR FIRE BARRIER 2020 BCNYS -TABLE 602: 1-HOUR FIRE BARRIER 2012 NFPA 101: N/A PERIMETER OF ROOF ABOVE SEE ROOF CODE CONFORMANCE PLAN 20' - 0"ALLOWABLE AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE: XX% 2020 BCNYS -TABLE 705.8 UNPROTECTED OPENING, SPRINKLERED -VARIES FROM 25% TO 75% (5FT TO 20FT) 2012 NFPA 101: N/A FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: NO RATING 2020 BCNYS -TABLE 602: NO RATING 2012 NFPA 101: N/A EW-1HREW-1HR 48' - 10 1/2"7 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.2/10/2021 10:51:52 AMG135 FIFTH FLOOR CODE CONFORMANCE PLAN (PRINT IN COLOR) 02/05/2021 2018089 CRB Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING0'2'4'8'16'1/8" = 1'-0"A1 FIFTH FLOOR CODE CONFORMANCE PLAN REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 REF.FD SD SD SD SD S600 STAIR 2 XX X 2' - 8" ± 3' - 0" ± STAIR NAME STAIR # STAIR WIDTH STAIR CAPACITY STAIR RATING DOOR # DOOR WIDTH/CLEAR OPENING DOOR CAPACITY DOOR RATING ACCESSIBLE (Y/N) AREA OF REFUGE (Y/N) OCCUPANT LOAD STAIR 2 S600 48" 160 OCCUPANTS 2-HOUR ST2-R 44" / 40" 200 OCCUPANTS -- YES 3 OCCUPANTS NO GREENSTARFIRE SEPARATION DISTANCE FIRE SEPARATION DISTANCEPROPERTY LINEE A3 G137 ________________________________________________ A3 G137 ________________________________________________ E3 G137 ________________________________________________ E3 G137 ________________________________________________ FIRE SEPARATION DISTANCE FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: 1-HOUR FIRE BARRIER 2020 BCNYS -TABLE 602: 1-HOUR FIRE BARRIER 2012 NFPA 101: N/A EW-1HR SE-2HR SE-2HR SE-2HR 9' - 1"9' - 1" ± P R O P E R T Y L IN E PROPERTY LINEPROPERTY LINEFIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: 1-HOUR FIRE BARRIER 2020 BCNYS -TABLE 602: 1-HOUR FIRE BARRIER 2012 NFPA 101: N/AFIRE SEPARATION DISTANCE AT CORNER7' - 3" ± VIFFI RE SEPARATI ON DI STANCE1 12 ' - 4 " ± VI F TO CENTER L I NE OF ROUTE 13 SE-2HR 2' - 5" ± VIFFIRE SEPARATION DISTANCE AT CORNER 1' - 2" ± VIFFIRE SEPARATION DISTANCE30' - 0"MIN5' - 0"EW-1HR MIN 5' - 0" EW-1HR EW-1HR EW-1HR 64' - 7" ± VIF PERIMETER OF THE 3RD, 4TH AND 5TH FLOORS BELOW SEE 3RD, 4TH AND 5TH CODE CONFORMANCE PLANS FOR FIRE SEPARATION DISTANCE INFORMATION 1-HOUR FIRE RESISTIVE CONSTRUCTION THIS AREA; REFER TO DETAIL E1/A502 NOTE THAT OVERHANG IS BEING TREATED AS AN EXTERIOR WALL. NOT A PROJECTION (TABLE 705.2) FW-2HR FW-3HR FB-1HR SE-2HR SE-1HR FB-2HR FP-1HR SB-1HR FBSB-1HR FBSB-2HR SESB-1HR SESB-2HR FWSB-1HR FWSB-2HR SP-0HR HA-1HR HA-2HR NR WALL & DOOR RATING SUMMARY FIRE WALLS WALL RATING 2 HR 2020 BCNYS 716.1(2) 90 MIN 90 MIN FIRE BARRIERS (EXIT ENCLOSURE HORIZONTAL EXIT INCIDENTAL USE/HAZARD OCCUPANCY SEPARATION) 3 HR 180 MIN 180 MIN 1 HR (EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS) 60 MIN 60 MIN 1 HR (OTHER FIRE BARRIERS)45 MIN 45 MIN 2 HR 90 MIN 90 MIN SHAFT ENCLOSURES (FIRE BARRIER AT ELEVATOR, STAIR OR MECHANICAL SHAFT) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN FIRE PARTITION (ELEV LOBBY, CORRIDOR WALL, TENANT SEPARATION) 0.5 HR 20 MIN 20 MIN 1 HR 20 MIN 20 MIN SMOKE BARRIERS 1 HR 20 MIN 20 MIN FIRE BARRIER/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH FIRE BARRIER - INCIDENTAL USE, EXIT ENCLOSURE, ELEVATOR LOBBY, ETC) 1 HR (EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS) 60 MIN 60 MIN 1 HR (OTHER FIRE BARRIERS) 45 MIN 45 MIN 2 HR 90 MIN 90 MIN SHAFT ENCLOSURE/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH SHAFT ENCLOSURE) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN FIRE WALL/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH FIRE WALL) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN SMOKE PARTITIONS (SP) (UNRATED SMOKE RESISTANT CONSTRUCTION - CORRIDOR 0 HR 0 MIN 0 MIN HORIZONTAL ASSEMBLIES (HA)(RATED ENGINEERED CEILINGS) 1 HR NA NA 2 HR NA 45 MIN NON-RATED WALLS NR 0 MIN 0 MIN DWG. ABBREV./ STENCILING FB-1HR FBSB-1HR NFPA 101 (2012) (TABLE) 2 HR 2 HR 60 MIN (8.3.4.2) 45 MIN (8.3.4.2) 90 MIN (8.3.4.2) 60 MIN (8.3.4.2) 90 MIN (8.3.4.2) 20 MIN (8.3.4.2) 20 MIN 20 MIN (8.3.4.2) 60 MIN 45 MIN 90 MIN 60 MIN 90 MIN 60 MIN 90 MIN 0 HR NA 90 MIN 0 HR DOOR RATING PROVIDED SP-1/2HR1/2 HR 0 MIN 20 MIN20 MIN EW-1HR EW-2HR EXTERIOR WALLS 1 HR 45 MIN 45 MIN 2 HR 90 MIN 90 MIN NA NA 3 HR EW-3HR 90 MIN 90 MINNA CODE CONFORMANCE LEGEND (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 (ROE) D2 = xxx FEET D1 = xxx FEET DEAD END CORRIDOR (DE) ED EXIT DISCHARGE EXIT TO EXIT DIAGONAL (D1) BUILDING, SMOKE COMPARTMENT, SUITE DIAGONAL (D2) EATD = xxx FEET CPET = xxx FEET DE = xxx FEET FIRE EXTINGUISHER FEC FEBRACKET CABINET SP-0HR 1 HOUR FIRE BARRIER FB-1HR 1/2 HOUR FIRE PARTITION 0 HOUR SMOKE PARTITION 1 HOUR SHAFT/STAIR ENCLOSURE SE-1HR 2 HOUR FIRE WALL FW-2HR 1 HOUR FIRE PARTITION FP-1HR 2 HOUR FIRE BARRIER FB-2HR 1 HOUR SMOKE BARRIER SB-1HR FP-1/2HR 3 HOUR FIRE WALL FW-3HR SE-2HR2 HOUR SHAFT/STAIR ENCLOSURE HORIZONTAL ASSEMBLY (HA) (SHOWN IN PLAN) EW-3HR3 HOUR EXTERIOR WALL EW-2HR2 HOUR EXTERIOR WALL EW-1HR1 HOUR EXTERIOR WALL 2020 BCNYS, 1020.4, EXCEPTION 2: SPRINKLERED, 50 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 50 FEET MAXIMUM 2020 BCNYS, 1007.1.1, EXCEPTION 2: SPRINKLERED, 33% OF MAXIMUM DIAGONAL 2012 NFPA 101, 7.5.1.3.3: SPRINKLERED, 33% OF MAXIMUM DIAGONAL 2020 BCNYS, TABLE 1006.2.1,SUBNOTE a: SPRINKLERED, 100 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 100 FEET MAXIMUM 2020 BCNYS, TABLE 1017.2: SPRINKLERED, 300 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 200 FEET (CHAPTER 20) SPRINKLERED 200 FEET (CHAPTER 38) TENANT SUITE OR SMOKE COMPARTMENT 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.2/10/2021 12:30:01 PMG136 ROOF CODE CONFORMANCE PLAN (PRINT IN COLOR) 02/05/2021 2018089 BPL Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGREVISION SCHEDULE NAME DATE 1/8" = 1'-0"A1 ROOF CODE CONFORMANCE PLAN 0'2'4'8'16' Received by DiMarco 2/15/2021 FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" ROOF 174' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" 1234563.85.5 502 REGISTRATION 501 GUEST WAITING/ CIRCULATION 504 CIRCULATION 509 EXAM/CONSULT 517B NURSE WORK AREA 513 EXAM/CONSULT 504BB CIRCULATION 521 EXAM/CONSULT 517 STAFF CIRCULATION 526 SPECIALTY EXAM/ TREATMENT 432 DEXASCAN 425 WOMEN'S CIRCULATION 421 EQUIPMENT STORAGE & FLEX SPACE 420 SOILED WORKROOM 419 CLEAN WORKROOM 418 MEN'S SUB-WAIT 417 EVS 422 MEN'S CIRCULATION 405 MULTIPURPOSE/ CONSULT 406 CIRCULATION 407 WOMEN'S CIRCULATION 301 REGISTRATION 300 GUEST WAITING/ CIRCULATION 309 EXAM/CONSULT 304 CIRCULATION 317B NURSE WORK AREA 313 EXAM/CONSULT 304 CIRCULATION 321 EXAM/CONSULT 317 STAFF CIRCULATION 326 SPECIALTY EXAM/ TREATMENT 230 DENTAL OFFICE 225 DENTAL TREATMENT ROOM 224 VISITOR TOILET (PoS) 202 SHARED RECEPTION/ REGISTRATION 205 STAFF TOILET 208 SHARED STAFF BREAK 207 CIRCULATION 227 DENTAL EQUIPMENT STERILIZATION 138 SUPPLY CHAIN AREA 143 CORRIDOR 119 RADIOLOGY (X-RAY) 105 CIRCULATION 120 EXAM 121 EXAM 107 CLEAN HOLDING 106 TRIAGE/ INTERVIEW 101 LOBBY/WAITING EW-1HR SE-2HR HA-1HR HA-1HR HA-1HR HA-1HR HA-1HR HA-1HR SE-2HR EW-1HR EW-1HR HA-1HR HA-1HR FW-2HR FW-3HR FB-1HR SE-2HR SE-1HR FB-2HR FP-1HR SB-1HR FBSB-1HR FBSB-2HR SESB-1HR SESB-2HR FWSB-1HR FWSB-2HR SP-0HR HA-1HR HA-2HR NR WALL & DOOR RATING SUMMARY FIRE WALLS WALL RATING 2 HR 2020 BCNYS 716.1(2) 90 MIN 90 MIN FIRE BARRIERS (EXIT ENCLOSURE HORIZONTAL EXIT INCIDENTAL USE/HAZARD OCCUPANCY SEPARATION) 3 HR 180 MIN 180 MIN 1 HR (EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS) 60 MIN 60 MIN 1 HR (OTHER FIRE BARRIERS)45 MIN 45 MIN 2 HR 90 MIN 90 MIN SHAFT ENCLOSURES (FIRE BARRIER AT ELEVATOR, STAIR OR MECHANICAL SHAFT) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN FIRE PARTITION (ELEV LOBBY, CORRIDOR WALL, TENANT SEPARATION) 0.5 HR 20 MIN 20 MIN 1 HR 20 MIN 20 MIN SMOKE BARRIERS 1 HR 20 MIN 20 MIN FIRE BARRIER/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH FIRE BARRIER - INCIDENTAL USE, EXIT ENCLOSURE, ELEVATOR LOBBY, ETC) 1 HR (EXIT ENCLOSURE AND EXIT PASSAGEWAY WALLS) 60 MIN 60 MIN 1 HR (OTHER FIRE BARRIERS) 45 MIN 45 MIN 2 HR 90 MIN 90 MIN SHAFT ENCLOSURE/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH SHAFT ENCLOSURE) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN FIRE WALL/ SMOKE BARRIERS (SMOKE BARRIER COINCIDING WITH FIRE WALL) 1 HR 60 MIN 60 MIN 2 HR 90 MIN 90 MIN SMOKE PARTITIONS (SP) (UNRATED SMOKE RESISTANT CONSTRUCTION - CORRIDOR 0 HR 0 MIN 0 MIN HORIZONTAL ASSEMBLIES (HA)(RATED ENGINEERED CEILINGS) 1 HR NA NA 2 HR NA 45 MIN NON-RATED WALLS NR 0 MIN 0 MIN DWG. ABBREV./ STENCILING FB-1HR FBSB-1HR NFPA 101 (2012) (TABLE) 2 HR 2 HR 60 MIN (8.3.4.2) 45 MIN (8.3.4.2) 90 MIN (8.3.4.2) 60 MIN (8.3.4.2) 90 MIN (8.3.4.2) 20 MIN (8.3.4.2) 20 MIN 20 MIN (8.3.4.2) 60 MIN 45 MIN 90 MIN 60 MIN 90 MIN 60 MIN 90 MIN 0 HR NA 90 MIN 0 HR DOOR RATING PROVIDED SP-1/2HR1/2 HR 0 MIN 20 MIN20 MIN EW-1HR EW-2HR EXTERIOR WALLS 1 HR 45 MIN 45 MIN 2 HR 90 MIN 90 MIN NA NA 3 HR EW-3HR 90 MIN 90 MINNA CODE CONFORMANCE LEGEND (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 (ROE) D2 = xxx FEET D1 = xxx FEET DEAD END CORRIDOR (DE) ED EXIT DISCHARGE EXIT TO EXIT DIAGONAL (D1) BUILDING, SMOKE COMPARTMENT, SUITE DIAGONAL (D2) EATD = xxx FEET CPET = xxx FEET DE = xxx FEET FIRE EXTINGUISHER FEC FEBRACKET CABINET SP-0HR 1 HOUR FIRE BARRIER FB-1HR 1/2 HOUR FIRE PARTITION 0 HOUR SMOKE PARTITION 1 HOUR SHAFT/STAIR ENCLOSURE SE-1HR 2 HOUR FIRE WALL FW-2HR 1 HOUR FIRE PARTITION FP-1HR 2 HOUR FIRE BARRIER FB-2HR 1 HOUR SMOKE BARRIER SB-1HR FP-1/2HR 3 HOUR FIRE WALL FW-3HR SE-2HR2 HOUR SHAFT/STAIR ENCLOSURE HORIZONTAL ASSEMBLY (HA) (SHOWN IN PLAN) EW-3HR3 HOUR EXTERIOR WALL EW-2HR2 HOUR EXTERIOR WALL EW-1HR1 HOUR EXTERIOR WALL 2020 BCNYS, 1020.4, EXCEPTION 2: SPRINKLERED, 50 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 50 FEET MAXIMUM 2020 BCNYS, 1007.1.1, EXCEPTION 2: SPRINKLERED, 33% OF MAXIMUM DIAGONAL 2012 NFPA 101, 7.5.1.3.3: SPRINKLERED, 33% OF MAXIMUM DIAGONAL 2020 BCNYS, TABLE 1006.2.1,SUBNOTE a: SPRINKLERED, 100 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 100 FEET MAXIMUM 2020 BCNYS, TABLE 1017.2: SPRINKLERED, 300 FEET MAXIMUM 2012 NFPA 101, TABLE A.7.6: SPRINKLERED 200 FEET (CHAPTER 20) SPRINKLERED 200 FEET (CHAPTER 38) TENANT SUITE OR SMOKE COMPARTMENT FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" ROOF 174' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" 1234563.85.5 501 GUEST WAITING/ CIRCULATION 300 GUEST WAITING/ CIRCULATION 304 CIRCULATION 101 LOBBY/WAITING HA-1HR HA-1HR HA-1HR HA-1HR HA-1HR 136 WASTE HOLDING 123 WAITING / CIRCULATION 335A PATIENT TOILET 400 ELEVATOR LOBBY & PUBLIC CORRIDOR 401 IMAGING GUEST LOUNGE/WAITING 402 REGISTRATION 126 LABORATORY 134 CLEAN SUPPLY 127 SPECIMEN TOILET 100 MAIN LOBBY 442 PROCEDURE ROOM 441 PROCEDURE ROOM 440 PROCEDURE ROOM 436 RECEPTION 434 WAITING 201 WAITING 100V2 VESTIBULE 135 CORRIDOR 200 WALKING TRACK 242 STAFF BREAK 235 MULTIPURPOSE/ ACTIVITY 500 ELEVATOR CONTROL ROOM 535A PATIENT TOILET 537 EXAM/CONSULT 539 NURSE WORK 327 EXAM/CONSULT 339 NURSE WORK 535B STORAGE 442 PROCEDURE ROOM 335B STORAGE EW-1HR EW-1HR 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.2/10/2021 10:52:42 AMG137 CODE CONFORMANCE BUILDING SECTION(PRINT IN COLOR) 02/05/2021 2018089 BPL Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGREVISION SCHEDULE NAME DATE 1/8" = 1'-0"A3 CODE CONFORMANCE BUILDING SECTION 1/8" = 1'-0"E3 CODE CONFORMANCE BUILDING SECTION Received by DiMarco 2/15/2021 1 2 3 4 5 A B C 6 E 3.8 F 3.9 D 5.5 5.6 E.1 B.3 B.5 WIDE FLANGE COLUMNS UL X829 TYPICAL UON (1 HOUR RATING) HSS AND WIDE FLANGE COLUMNS HIGH DENSITY SPRAYED FIREPROOFING UL X768, X764 (1 HOUR RATING) WIDE FLANGE COLUMNS UL X764 (1 HOUR RATING) HSS COLUMNS UL X528 (1 HOUR RATING) 1 HR INTUMESCENT FIREPROOFING ON EXPOSED BRACES 2 HOUR SPRAY- APPLIED FIREPROOFING AT BEAM TO COMPLETE 2 HOUR ENCLOSURE 1 2 3 4 5 A B C 6 E 3.8 F 3.9 D 5.5 5.6 E.1 B.3 B.5 WIDE FLANGE COLUMNS UL X829 TYPICAL UON (1 HOUR RATING) WIDE FLANGE COLUMNS UL X764 (1 HOUR RATING) HSS COLUMNS UL X528 (1 HOUR RATING) HSS COLUMNS UL X827 (1 HOUR RATING) HSS COLUMNS UL Y616 (1 HOUR RATING) FLOOR SYSTEM, BEAMS & DECK UL D902 (1 HOUR RATING) 1 HR INTUMESCENT FIREPROOFING ON EXPOSED BRACES 2 HOUR SPRAY- APPLIED FIREPROOFING AT BEAM TO COMPLETE 2 HOUR ENCLOSURE 2 HOUR SPRAY- APPLIED FIREPROOFING AT BEAM TO COMPLETE 2 HOUR ENCLOSURE 2 HOUR FLOOR SYSTEM AT LANDING ONLY, UL D799 1 2 3 4 5 A B C 6 E 3.8 F 3.9 D 5.5 5.6 E.1 B.3 B.5 WIDE FLANGE COLUMNS UL X829 TYPICAL UON (1 HOUR RATING) WIDE FLANGE COLUMNS UL X764 (1 HOUR RATING) HSS COLUMNS UL X528 (1 HOUR RATING) HSS COLUMNS UL X827 (1 HOUR RATING) FLOOR SYSTEM, BEAMS & DECK UL D902 (1 HOUR RATING) HSS COLUMNS UL Y616 (1 HOUR RATING) 1 HR INTUMESCENT FIREPROOFING ON EXPOSED BRACES 1 HR INTUMESCENT FIREPROOFING ON EXPOSED BRACES 1 HR INTUMESCENT FIREPROOFING ON EXPOSED BRACES 2 HOUR SPRAY- APPLIED FIREPROOFING AT BEAM TO COMPLETE 2 HOUR ENCLOSURE 1 2 3 4 5 A B C 6 E 3.8 F 3.9 D 5.5 5.6 E.1 B.3 B.5 WIDE FLANGE COLUMNS UL X829 TYPICAL UON (1 HOUR RATING) WIDE FLANGE COLUMNS UL X764 (1 HOUR RATING) HSS COLUMNS UL X528 (1 HOUR RATING) HSS COLUMNS UL X827 (1 HOUR RATING) FLOOR SYSTEM, BEAMS & DECK UL D902 (1 HOUR RATING) HSS COLUMNS UL Y616 (1 HOUR RATING) 1 HR INTUMESCENT FIREPROOFING ON EXPOSED BRACES 1 HR INTUMESCENT FIREPROOFING ON EXPOSED BRACES 1 HR INTUMESCENT FIREPROOFING ON EXPOSED BRACES 2 HOUR SPRAY- APPLIED FIREPROOFING AT BEAM TO COMPLETE 2 HOUR ENCLOSURE 1 2 3 4 5 A B C 6 E 3.8 F 3.9 D 5.5 5.6 E.1 B.3 B.5 WIDE FLANGE COLUMNS UL X829 TYPICAL UON (1 HOUR RATING) WIDE FLANGE COLUMNS UL X764 (1 HOUR RATING) HSS COLUMNS UL X528 (1 HOUR RATING) HSS COLUMNS UL X827 (1 HOUR RATING) FLOOR SYSTEM, BEAMS & DECK UL D902 (1 HOUR RATING) HSS COLUMNS UL Y616 (1 HOUR RATING) 1 HR INTUMESCENT FIREPROOFING ON EXPOSED BRACES 1 HR INTUMESCENT FIREPROOFING ON EXPOSED BRACES 1 HR INTUMESCENT FIREPROOFING ON EXPOSED BRACES 2 HOUR SPRAY- APPLIED FIREPROOFING AT BEAM TO COMPLETE 2 HOUR ENCLOSURE FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" ROOF 174' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" 1234563.85.5 ROOF SYSTEM, BEAMS & DECK UL P819 (1 HOUR RATING) ROOF SYSTEM, BEAMS & DECK UL P819 (1 HOUR RATING)FLOOR SYSTEM, BEAMS & DECK UL D902 (1 HOUR RATING) 1 HOUR DRYWALL ROOF SYSTEM UL P562 ROOF BEAM UL P819 HSS BEAMS UL N873 (1 HOUR RATING) 1 B B.3 B.5 1 HOUR DRYWALL ROOF SYSTEM UL P562 ROOF BEAM UL P819 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.2/5/2021 1:32:17 PMG201 FIRE PROOFING 02/05/2021 2018089 GLM Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/16" = 1'-0"A9 FIRST FLOOR FIRE PROOFING PLAN 1/16" = 1'-0"D9 SECOND FLOOR FIRE PROOFING PLAN 1/16" = 1'-0"A5 THIRD FLOOR FIRE PROOFING PLAN 1/16" = 1'-0"D5 FOURTH FLOOR FIRE PROOFING PLAN 1/16" = 1'-0"A1 FIFTH FLOOR FIRE PROOFING PLAN 1/16" = 1'-0"G7 BUILDING SECTION GENERAL FIREPROOFING NOTES 1 WIDE FLANGE SPRAY-APPLIED FIRE PROOFING UL X829 (1 HOUR) 2 WIDE FLANGE INTUMESCENT FIRE PROOFING UL Y615 (1 HOUR) 3 HSS SPRAY-APPLIED FIRE PROOFING UL X827 (1 HOUR) 4 HSS INTUMESCENT FIRE PROOFING UL Y614 (1 HOUR) 5 FLOOR BEAMS SPRAY-APPLIED FIRE PROOFING UL D902 (1 HOUR) 6 ROOF DECK/BEAMS SPRAY-APPLIED FIRE PROOFING UL D701 (1 HOUR) 7 ALL EXPOSED STEEL TO HAVE IMTUMESCENT FIREPROOFING 8 SEE DRAWINGS A001 AND A002 FOR ADDITIONAL INFORMATION ON FIRE RATINGS AND FIREPROOFING REVISION SCHEDULE NAME DATE 1/16" = 1'-0"E3 STAIR 2 PENTHOUSE ROOF FIREPROOFING PLAN Received by DiMarco 2/15/2021 WOMEN'S HEALTH CENTER 11,037 DGSF (NON-ARTICLE 28) IMAGING CENTER 7,515 DGSF (ARTICLE 28) MULTIDISCIPLINARY CLINIC 2,160 DGSF (NON-ARTICLE 28) SPECIALTY CARE CLINIC 11,037 DGSF (NON-ARTICLE 28) PRIMARY CARE CLINIC 4,963 DGSF (ARTICLE 28) TENANT (TBD) 2,436 DGSF STAFF SUPPORT SPACE 1,975 GSF (NON-ARTICLE 28 BUT SUPPORTS THESE STAFF) QUICK CARE CENTER 5,127 DGSF (NON-ARTICLE 28) LABORATORY SERVICES 1,422 DGSF (NON-ARTICLE 28) BUILDING SUPPORT SERVICES 2,085 GSF (NON-ARTICLE 28 BUT SUPPORTS THESE SPACES) FIRST FLOOR SECOND FLOOR THIRD FLOOR FOURTH FLOOR FIFTH FLOOR 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.2/10/2021 10:55:41 AMG301 STACK DIAGRAM (DOH) (PRINT IN COLOR) 02/05/2021 2018089 KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGREVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 STRUCTURAL LOADS AND CRITERIA 1. DESIGN AND CONSTRUCTION: THE 2020 BUILDING CODE OF NEW YORK STATE A.RISK CATEGORY II 2. LIVE LOADS: GROUND FLOOR = 100 PSF ELEVATED FLOORS =80 PSF (50 PSF + 30 PSF PARTITION) ROOF =20 PSF (MINIMUM ROOF LIVE LOAD) 3. DEAD LOADS: WEIGHT OF CONSTRUCTION MATERIALS PLUS ROOF = 8 PSF COLLATERAL (MEP, TYP.), 33 PSF COLLATERAL (MEP) WHERE NOTED FLOOR (TYPICAL) = 12 PSF COLLATERAL (MEP, TYP.), 27 PSF COLLATERAL (MEP) AT 4TH FLOOR 4. SNOW LOADS:Is = 1.0 SEE SNOW DRIFT MAP ON S002. Pg = 40 PSF Pf = 31 PSF Ce = 1.0, Ct = 1.1 5. WINDS LOADS:Iw = 1.0 (SEE COMPONENT AND CLADDING WIND LOADS,SHEET S003) V_ult = 115 MPH (V_asd = 90 MPH) EXPOSURE = D GCpi = (+/-)0.18 6. RAIN LOADS: d_s = 5" d_h = 3" R = 20 PSF 7. FLOOD LOADS:THE STRUCTURE IS LOCATED OUTSIDE THE 100-YEAR FLOOD HAZARD AREA BUT INSIDE THE 500-YEAR FLOOD HAZARD AREA. 8. SEISMIC LOADS:Ie = 1.0 Ss=0.119, S1= 0.045, SDs = 0.190, SD1 = 0.126 SITE CLASS = B, SEISMIC DESIGN CATEGORY = B BASIC SEISMIC-FORCE RESISTING SYSTEM: STEEL SYSTEM NOT SPECIFICALLY DETAILED (ASCE 7-16 T.12.2-1 ITEM H) BASE SHEAR = 267 KIPS, Cs=.063, R= 3, OMEGA = 3, Cd = 3 ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE CONTROLLING LFRS LOAD TYPE: WIND LOAD 9. DESIGN STAIRS, STAIR COMPONENTS, CONNECTIONS, AND RAILINGS AND INCORPORATE INTO STEEL SHOP DRAWINGS AS FOLLOWS: (LIVE LOADS SHOWN ARE IN ADDITION TO DEAD LOAD) A. MAIN STRINGERS AND LANDINGS: 100psf B. TREADS: LOAD PRODUCING GREATEST STRESS OF 100 PSF OR 300 LB ON 4 SQ IN. C. HANDRAIL ASSEMBLIES: LOAD PRODUCING GREATEST STRESS OF 200 LB OR 50 PLF. APPLIED IN ANY DIRECTION AT ANY POINT ON THE ASSEMBLY. D. MEET NYS CODE FOR ALL DETAILS AND DIMENSIONS NOT SPECIFICALLY INDICATED. E. COORDINATE FINAL DESIGN WITH ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS. F. MEMBER SIZES SHOWN ON THE DRAWINGS ARE MINIMUM. G. FRAMING DETAILS SHOWN ARE SCHEMATIC. CONTRACTOR TO PROVIDE ADEQUATE SUPPLEMENTAL FRAMING AS NEEDED TO SUPPORT STAIR AND RAILING COMPONENTS. FOUNDATION NOTES 1. FOUNDATION DESIGN IS BASED ON A PRESUMPTIVE SOIL BEARING CAPACITY OF 4,000 PSF AFTER COMPLETION OF SOIL IMPROVEMENT. VERIFY SOIL CONDITIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS AND PROVISIONS OUTLINED IN THE PROJECT GEOTECHNICAL REPORT AND THE SOIL IMPROVEMENT REPORT FOR THE FOUNDATION TYPE EMPLOYED. 2. EXISTING CONDITIONS: VERIFY DIMENSIONS, ELEVATIONS, ETC., FOR EXISTING U/G UTILITIES. PREPARE SITE TO PROPER ELEVATIONS. PROVIDE STRUCTURAL FILL AS REQUIRED OR REUSE EXISTING SITE MATERIAL PER RECOMMENDATIONS IN THE GEOTECHNICAL EVALUATIONREPORT. 3. ENGINEERED FILL: NYSDOT ITEM 304-2 TYPE 2. 2" MAXIMUM SIZE AND NO MORE THAN 10% PARTICLES PASSING THE #200 SIEVE. PLACE IN 6" TO 9" LIFTS. COMPACT EACH LIFT TO AT LEAST 95% MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD, WITH A MOISTURE CONTENT WITHIN TWO PERCENT OF OPTIMUM. PROVIDE BENEATH FOOTINGS AS REQUIRED, AS BACKFILL AGAINST FOUNDATION WALLS,AND BENEATH FLOOR SLAB AND SUBBASE MATERIAL. 4. GRANULAR FILL: NYSDOT 203.07 -SELECT GRANULAR FILL, MAY BE USED AS BACKFILL FILL AGAINST FOUNDATION WALLS AND BENEATH FLOOR SLAB AND SUBBASE MATERIAL. ENGINEERED FILL COMPACTION REQUIREMENTS SHALL APPLY. 5. SUBBASE MATERIAL: NYSDOT ITEM 304-2 TYPE 2. THE MATERIAL SHALL HAVE A MAXIMUM SIZE OF 2" AND NO MORE THAN 10% PARTICLES PASSING THE #200 SIEVE. PLACE IN 6" TO 9" LIFTS. ENGINEERED FILL COMPACTION REQUIREMENTS SHALL APPLY. 6. COORDINATE PIPE SLEEVES THROUGH FOUNDATION WALLS AND FOOTING STEPS TO ACCOMMODATE PIPING WITH THE MECHANICAL AND PLUMBING CONTRACTOR/DRAWINGS. 7. FOOTING BEARING ELEVATION: 4'-0" MINIMUM BELOW GRADE AT EXTERIOR WALLS. ADJUST FOR FIELD CONDITIONS. 8. PROVIDE TEMPORARY PROTECTION AS REQUIRED FOR FOUNDATIONS EXPOSED TO WATER OR FREEZING. 9. FOUNDATION WALL BACKFILL: ADEQUATELY BRACED WALLS OR BALANCE FILLING EACH SIDE. CONCRETE NOTES 1. CONCRETE DESIGN AND CONSTRUCTION: ACI 318, ACI 301, AND PROJECT SPECIFICATIONS. 2. CONCRETE PROTECTION: ACI 305 HOT WEATHER CONCRETING, ACI 306 COLD WEATHER CONCRETING. CONCRETE SHALL NOT BE PLACED ON FROZEN GROUND. PROTECT AGAINST FROST UNTIL SPECIFIED STRENGTH IS ATTAINED. 3. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: FOOTINGS: 4,000 PSI, MAX. W/C RATIO = 0.45 PIERS AND FOUNDATION WALLS: 4,500psi, MAX. W/C RATIO = 0.45 CONCRETE EXPOSED TO WEATHER: 4,500psi, MAX. W/C RATIO = 0.45 INTERIOR SLABS ON GRADE: 3,000 PSI, 1 1/2" MAX COURSE AGGREGATE, MAX. W/C RATIO = 0.54 ELEVATED SLABS: 3,500 PSI, MAX UNIT WEIGHT = 115 PCF; AIR ENTRAINMENT 6% 4. AIR-ENTRAINMENT FOR CONCRETE EXPOSED TO FROST OR WEATHER: (DO NOT ENTRAIN TROWEL FINISHED FLOORS) MAXIMUM AGGREGATE SIZE AIR CONTENT 2 in 4% TO 6.5% 1.5 in 4% TO 7% 1 in 4.5% TO 7% 0.75 in 4.5% TO 7% 5. LEVELING GROUT: NON-SHRINK, ASTM C1107, 5,000 PSI MINIMUM 2-DAY COMPRESSIVE STRENGTH. 6.REINFORCING STEEL: ASTM A615, GRADE 60 WELDED REINFORCING BARS: ASTM A706 AND AWS D1.4. WELDED WIRE FABRIC: ASTM A185, SUPPLIED IN SHEETS 7. REINFORCING BAR FABRICATION: ACI 318 FOR HOOKS AND BENDS UNO. 8.SECURE REINFORCEMENT: PROVIDE ACCESSORIES, CHAIRS, SPACERS, AND SUPPORTS. 9.LAP SPLICES: ACI-318 CLASS "B" TENSION LAP UNO. 10. REINFORCING BAR CLEAR COVER UNO: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3" B. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER = 2" #5 AND SMALLER = 1 1/2" C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS AND WALLS = 3/4" ALL OTHER = 1 1/2" 11. PROVIDE DOWELS INTO FOUNDATION ELEMENTS WITH STANDARD 90 DEGREE HOOKS OF THE SAME SIZE AND QUANTITY AS PIER AND WALL REINFORCING ABOVE THE FOUNDATION UNO. 12. PROVIDE CORNER BARS TO MATCH HORIZONTAL REINFORCING IN WALLS AND FOOTINGS. 13. CONCRETE TESTING: A.(1) COMPOSITE SAMPLE FOR EACH DAY'S POUR OF EACH CONCRETE MIX EXCEEDING 5 CY, BUT LESS THAN 25 CY, PLUS (1) SET FOR EACH ADDITIONAL 50 CY OR FRACTION THEREOF (ASTM C 172). B. OBTAIN: SLUMP (ASTM C 143), AIR CONTENT (ASTM C 231), TEMPERATURE (ASTM C 1064), AND UNIT WEIGHT (ASTM C 567) FOR EACH COMPOSITE SAMPLE. C.CAST AND FIELD CURE (1) SET OF (6) STANDARD CYLINDER COMPRESSION TEST SPECIMENS FOR EACH COMPOSITE SAMPLE (ASTM C 31). TEST (2) AT 7 DAYS, (2) AT 28 DAYS, AND HOLD (2) FOR 56 DAYS AS REQUIRED. D.CAST AND LABORATORY CURE (2) SET OF (6) STANDARD CYLINDER COMPRESSION TEST SPECIMENS FOR EACH COMPOSITE SAMPLE (ASTM C 31). TEST (2) AT 7 DAYS, (2) AT 28 DAYS AND HOLD (2) FOR 56 DAYS AS REQUIRED. 14. ELEVATED SLABS: ADJUST CONCRETE QUANTITIES TO MAINTAIN A LEVEL SLAB SURFACE AT THE REQUIRED ELEVATIONS TO ACCOMMODATE SUPPORT DEFLECTIONS. 15. ADHESIVE ANCHORS: LOCATE AWAY FROM REBAR. HILTI RE500; POWERS PE1000+; SIMPSON SET. 16. CONCRETE WALL JOINTS:(H = WALL HEIGHT) A.CONSTRUCTION JOINTS:FOUNDATION WALLS = 30 FT MAX RETAINING WALLS = 25 FT MAX WALL CORNERS = H FT FROM CORNER B.CONTRACTION JOINTS:FOUNDATION WALLS = 3H OR 15 FT MAX RETAINING WALLS = 3H OR 12'-6" FT MAX C.EXPANSION JOINTS: ALL WALLS = 100 FT MAX 17. SHOP DRAWINGS: SUBMIT PRIOR TO CONSTRUCTION FOR REINFORCING STEEL; CONCRETE MIX DESIGNS; PROPOSED CONSTRUCTION JOINT LOCATIONS FOR CONCRETE ELEMENTS INCLUDING WALLS, FOOTINGS, ELEVATED SLABS, AND TOPPING. STEEL NOTES 1. STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) AISC 360 -SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC 303 -CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 2.STRUCTURAL STEEL GRADES (UNLESS NOTED OTHERWISE): W-SECTIONS: ASTM A572 (ASTM A992), Fy = 50KSI ANGLES, PLATES & CHANNELS: ASTM A36, Fy = 36ksi COLUMN BASE PLATES, MOMENT CONNECTION PLATES: ASTM A572, Fy = 50KSI HOLLOW STRUCTURAL SECTIONS (HSS): ASTM A500 GRADE B, RECT 46KSI, ROUND 42KSI PIPE: ASTM A53 GRADE B, Fy = 35ksi ANCHOR RODS: 3/4" DIA. = ASTM F1554, GRADE 55 +S1, WELDABLE 1 1/4" DIA. = ASTM F1554, GRADE 105 BOLTS: ASTM A325N (A325X, A490N, A490X AND SC WHERE INDICATED) SHEAR CONNECTORS: ASTM A108 WELDS: E70xx ADHESIVE ANCHORS: ASTM F1554, GRADE 105 (OR ASTM A193 B7) GALVANIZED STRUCTURAL STEEL: ASTM A123 GALVANIZED BOLTS, FASTENERS, AND HARDWARE: ASTM A153 3.WELDING: AWS D1.1. ALL-AROUND FILLET WELDS FOR STEEL CONNECTIONS NOT INDICATED. 4. STRUCTURAL STEEL FINISH: AS INDICATED BELOW. COORDINATE WITH THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. APPLY COATINGS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, INCLUDING SURFACE PREPARATIONS. AFTER ERECTION TOUCH UP AREAS WHERE PAINT OR GALVANIZING IS MISSING OR DAMAGED INCLUDING FIELD WELDS. VERIFY COMPATIBILITY BETWEEN ALL LAYERS OF COATINGS. COLORS SELECTED BY ARCHITECT. A.HOT-DIP GALVANIZE: LINTELS IN EXTERIOR WALLS, ALL EXTERIOR EXPOSED STEEL, AND ALL STEEL OUTSIDE THE STRUCTURE'S THERMAL ENVELOPE. B. STEEL TO RECEIVE SPRAY APPLIED FIRE RESISTANT MATERIALS: DO NOT PAINT. PREPARE AND CLEAN PER MANUFACTURER'S INSTRUCTIONS. C. INTUMESCENT COATINGS: WHERE INDICATED BY ARCHITECTURAL DRAWINGS. APPLY PER MANUFACTURER'S INSTRUCTIONS. D.ALL OTHER STRUCTURAL STEEL SHALL BE SHOP PAINTED WITH A MODIFIED ALKYD RUST INHIBITIVE PRIMER, 2.5 TO 3.5 MILS DFT (BASIS OF DESIGN IS TNEMEC SERIES 10). 5. BEAM CONNECTIONS: DESIGNED FOR THE LARGEST END REACTION COMPUTED FROM THE TABLE "UNIFORM LOAD CONSTANTS" IN THE AISC MANUAL, THE REACTIONS SHOWN ON THE PLANS, OR A SERVICE LOAD OF 10 KIPS. NOTE THAT REACTIONS SHOWN ON PLANS ARE STRENGTH (LRFD / ULTIMATE) LEVEL. 6. FRAMED BEAM CONNECTIONS: LENGTH EQUAL TO THE SMALLER BEAM'S "T" DIMENSION UNO. 7. PROVIDE L3X3X1/4 DECK ANGLE AT THE PERIMETER OF ALL ROOFS UNO. 8. THE GENERAL CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL ROOF DECK OPENINGS REQUIRED BY THE MECHANICAL AND ELECTRICAL CONTRACTORS AND SHALL PROVIDE SUMP PANS OR ADDITIONAL FRAMING AS REQUIRED. CUTTING HOLES IN ROOF DECKING OR SUMP PANS SHALL BE DONE BY THE MECHANICAL AND ELECTRICAL CONTRACTORS FOR THEIR OWN WORK UNDER THE SUPERVISION OF THE GENERAL CONTRACTOR. HOLES SHALL BE CUT NEATLY WITH A MAXIMUM SIZE OF PIPE OR DUCT DIMENSION PLUS 1". AN ANGLE FRAME ASSEMBLY IS REQUIRED AT ALL ROOF OPENINGS EXCEEDING 6", REFER TO TYPICAL DETAILS. 9. SHOP DRAWINGS: SUBMIT FOR REVIEW PRIOR TO FABRICATION. 10. CONNCTION DESIGN: A. AISC OPTION 2: FABRICATOR'S EXPERIENCED STEEL DETAILER SHALL SELECT OR COMPLETE CONNECTIONS IN ACCORDANCE WITH ANSI/AISC 303. i. SELECT AND COMPLETE CONNECTIONS USING SCHEMATIC DETAILS INDICATED AND ANSI/AISC 360. ii. USE LOAD AND RESISTANCE FACTOR DESIGN; DATA ARE GIVEN AT FACTORED-LOAD LEVEL. B. AISC OPTION 3 AND 3B: DESIGN CONNECTIONS AND FINAL CONFIGURATION OF MEMBER REINFORCEMENT AT CONNECTIONS IN ACCORDNACE WITH ANSI/AISC 303 BY FABRICTOR'S QUALIFIED PROFESSIONAL ENGINEER. i. USE LOAD AND RESISTANCE FACTOR DESIGN; DATA GIVEN AT FACTORED-LOAD LEVEL MASONRY NOTES 1. CONCRETE MASONRY DESIGN AND CONSTRUCTION: TMS 402 AND TMS 602. 2. CONCRETE MASONRY UNITS: ASTM C-90. F'm = 2000 PSI. 3. CMU MORTAR: ASTM C270 TYPE M OR S. TYPE M BELOW GRADE. 4. BRICK MORTAR: ASTM C270 TYPE N. TYPE S BELOW GRADE. 5. HORIZONTAL JOINT REINFORCING: ASTM A82, 9 GA, GALVANIZED LADDER-TYPE,16" O/C UNO. 6. CONCRETE MASONRY WALL CONTROL JOINTS: REFERENCE ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND LOCATIONS. FOR CONTINUOUS EXTERIOR AND INTERIOR WALLS, REFER TO NCMA TEK NOTES 10-2B AND AS FOLLOWS: A. MAXIMUM JOINT SPACING: LESSER OF 1-1/2 TIMES THE WALL HEIGHT OR 25 FEET B. CHANGES IN WALL HEIGHT C. CHANGES IN WALL THICKNESS, SUCH AS PIPE AND DUCT CHASES AND PILASTERS D. (ABOVE) MOVEMENT JOINTS IN FOUNDATIONS AND FLOORS E. (BELOW) MOVEMENT JOINTS IN ROOFS AND FLOORS THAT BEAR ON A WALL F. NEAR ONE OR BOTH SIDES OF DOOR AND WINDOW OPENINGS. PLACE AT ONE SIDE OF AN OPENING LESS THAN 6 FT WIDE AND AT BOTH SIDES OF OPENINGS OVER 6 FT WIDE. CONTROL JOINTS CAN BE AWAY FROM THE OPENING IF ADEQUATE TENSILE REINFORCEMENT IS PLACED ABOVE, BELOW AND BESIDE WALL OPENINGS AS APPROVED BY ENGINEER. G. ADJACENT TO WALL CORNERS OR INTERSECTIONS WITHIN A DISTANCE EQUAL TO HALF THE CONTROL JOINT SPACING. H. BOND BEAM REINFORCEMENT TO BE CONTINUOUS. SCORE SHELL 3/8" EACH SIDE. 7. BLOCK CORE GROUT FILL: ASTM C476, 3,000 PSI MINIMUM 28 DAY COMPRESSIVE STRENGTH. PLACE IN LIFTS NOT EXCEEDING 7 COURSES IN HEIGHT UNLESS OTHERWISE APPROVED BY THE ENGINEER 8. PROVIDE FULL HEAD AND BED JOINTS. 9. MASONRY WALLS, PARTITIONS, AND OPENINGS: COORDINATE WITH ARCHITECTURAL DRAWINGS. 10. LAP SPLICES IN VERTICAL REINFORCING: 48 BAR DIAMETERS MINIMUM, UNO. 11. STRUCTURAL STEEL LINTELS: 8" MINIMUM BEARING AT EACH END, HOT DIP GALVANIZE EXTERIOR WALL LINTELS. LOAD BEARING LINTELS NOT INDICATED ON PLAN SHALL BE W8X21 WITH BOTTOM PLATE UP TO 5'-0". FOR LARGER OPENINGS, CONTACT STRUCTURAL ENGINEER. REFER TO LINTEL SCHEDULE ON SHEET S501 FOR ADDITIONAL INFORMATION. 12. MASONRY COURSING INDICATED ON THE STRUCTURAL DRAWINGS IS APPROXIMATE. REFER TO ARCHITECTURAL DRAWINGS FOR COURSING LAYOUT. CUT UNITS AS REQUIRED TO ACHIEVE ELEVATIONS, BEARING ELEVATIONS, AND OPENINGS INDICATED. 13. REINFORCING STEEL: A615 REINFORCING STEEL, 60 KSI TYPICAL, A706 REINFORCING STEEL, 60 KSI AT WELDED APPLICATIONS SECURE IN PLACE PRIOR TO PLACING GROUT, DO NOT WET-SET 14. GROUT MASONRY CELLS BELOW GRADE. 15. ADHESIVE ANCHORS: LOCATE AWAY FROM REBAR. A. GROUTED CMU = HILTI HY200 OR POWERS AC100+ OR SIMPSON SET B. HOLLOW CMU = HILTI HY70 OR POWERS AC100+ OR SIMPSON ACRYLIC-TIE 16. SHOP DRAWINGS: SUBMIT FOR REINFORCING STEEL, GROUT AND MORTAR MIX DESIGNS, AND CMU PRODUCT DATA TO THE ARCHITECT FOR REVIEW BEFORE CONSTRUCTION. STEEL DECK 1. STEEL DECK SHALL CONFORM TO THE STEEL DECK INSTITUTE'S CODE OF STANDARD PRACTICE,SDI C1.0 STANDARD FOR COMPOSITE STEEL FLOOR DECK, SDI-NC1.0 STANDARD FOR NON-COMPOSITE STEEL FLOOR DECK, AND SDI-RD1.0 STANDARD FOR STEEL ROOF DECK. 2. ROOF DECK: GALVANIZED FINISH (G-90). CONTINUOUS OVER 3 OR MORE SPANS. FASTEN WITH 5/8" PUDDLE WELDS OR EQUIVALENT PAF'S (PER TABLE) AT 12" O/C IN FIELD AND 6" O/C IN PERIMETER ZONES AS DEFINED BY ASCE 7, BUT NOT LESS THAN 10'-0". SIDE LAPS SHALL BE FASTENED AT 1/3 SPAN LENGTH OR 18" O/C WITH #10 SCREWS. STEEL THICKNESS POWER ACTUATED FASTENERS (PAF'S) 7/64" TO 5/32"PNEUTEK SDK61 OR HILTI XEDNK22 THQ12 5/32" TO 1/4"PNEUTEK SDK63 OR HILTI XEDNK22 THQ12 3/16" TO 5/16"PNEUTEK K64 OR HILTI XEDN19 THQ12 >= 9/32" PNEUTEK K66 OR HILTI X-ENP-19-L15 3. NON-COMPOSITE STEEL FORM DECK: FASTEN TO SUPPORTS ACCORDING TO SDI RECOMMENDATIONS. PERMANENT STEEL FORM DECK SHALL HAVE A GALVANIZED FINISH (G-60). 4. COMPOSITE STEEL DECK: FASTEN TO SUPPORTS ACCORDING TO SDI RECOMMENDATIONS. COMPOSITE STEEL DECK SHALL HAVE A GALVANIZED FINISH (G-60). 5.ROOF DECK FINISH:TOP/BOTTOM = BARE/PRIMED FORM DECK FINISH:TOP/BOTTOM = BARE/PRIMED COMP DECK FINISH:TOP/BOTTOM = BARE/PRIMED 6.SUBMIT SHOP DRAWINGS FOR STEEL DECK FOR REVIEW PRIOR TO CONSTRUCTION. SLAB ON GRADE NOTES 1. SLAB ON GRADE CONSTRUCTION: ACI 302 GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION. MOIST CURE 10 DAYS. 2. VAPOR BARRIER: ASTM 1745, CLASS A, 15 MIL MINIMUM. 3. SURFACE TREATMENT: PENETRATING LIQUID TREATMENT, STAR SEAL PS, CLEAR (VEXCON) U.N.O. 4. SLOPED FLOORS: REFERENCE ARCHITECTURAL AND PLUMBING PLANS. MAINTAIN THICKNESS. 5. REENTRANT CORNERS: PROVIDE (2) #4 X 4'-0" LONG BARS ACROSS REENTRANT CORNERS OF RECTANGULAR SLAB OPENINGS AND AROUND THE PERIMETER OF ROUND SLAB OPENINGS. 6. CONTROL JOINTS: PROVIDE AT COLUMN CENTERLINES AND 10'-0" O/C MAXIMUM. 7. MOISTURE EMISSION RATE: MAXIMUM IN 24 HOURS PRIOR TO PLACING FLOOR FINISHES OF 3 LBS PER 1000 SQ-FT OR RATE REQUIRED BY THE FLOORING MANUFACTURER. 8. CONSTRUCTION JOINT SHOP DRAWINGS: SUBMIT PROPOSED LOCATIONS FOR REVIEW. GENERAL CONDITIONS 1. THE INFORMATION SHOWN ON THESE DOCUMENTS IS THE BEST REPRESENTATION OF EXISTING CONDITIONS AVAILABLE TO THE ENGINEER. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THOSE FEATURES WHICH WILL AFFECT THE BID PRICE AND MAKE ALLOWANCES FOR THEM IN THEIR BID. 2. EXISTING CONSTRUCTION ADJACENT TO NEW WORK SHALL BE ADEQUATELY SUPPORTED DURING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR NEW OR EXISTING CONSTRUCTION DAMAGED WHILE WORK IS IN PROGRESS. 3. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE AS A COMPLETE UNIT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS, AND SEQUENCES OF DEMOLITION AND CONSTRUCTION PHASES INCLUDING TEMPORARY SHORING AND BRACING. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS THAT PERTAIN TO MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION. 4. CONTRACT DRAWINGS AND SPECIFICATIONS: COORDINATE STRUCTURAL DRAWINGS WITH ALL OTHER DRAWINGS AND SPECIFICATIONS. INCORPORATE COORDINATION REQUIREMENTS INTO CONTRACTOR'S WORK. 5. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO THOSE SHOWN FOR THE MOST NEARLY SIMILAR CONDITION AS DETERMINED BY THE ARCHITECT OR ENGINEER. 6. SURVEY SUBMITTAL: ENGAGE A LICENSED SURVEYOR TO ESTABLISH DIMENSION AND ELEVATION CONTROL OF THE BUILDING FEATURES PRIOR TO THE START OF CONSTRUCTION. ESTABLISH CONTROL POINTS AT KEY BUILDING FEATURES, BUILDING CORNERS, COLUMN LOCATIONS, FOOTING LOCATIONS, AND OVERALL LAYOUT TO ENSURE GEOMETRIC CLOSEOUT. SUBMIT FOR RECORD A SEALED CONTROL POINT DRAWING. 7. ANCHOR ROD SURVEY AS-BUILT PLAN: ENGAGE A LICENSED SURVEYOR TO PREPARE AN AS-BUILT SURVEY OF ANCHOR RODS. SUBMIT SEALED ANCHOR ROD SURVEY PLAN FOR RECORD. 8. SHOP DRAWINGS PREPARED BY SUPPLIERS AND SUBCONTRACTORS SHALL BE REVIEWED AND SIGNED AND STAMPED BY THE CONTRACTOR PRIOR TO SUBMISSION TO THE ARCHITECT AND ENGINEER. REPRODUCTIONS OF THE STRUCTURAL DRAWINGS SHALL NOT BE USED FOR THE PREPARATION OF SHOP DRAWINGS. MANUFACTURED COMPONENTS SHALL BE SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER PRIOR TO SUBMISSION. ANCHORS AND FASTENERS 1. PROVIDE THE FOLLOWING ANCHORS UNLESS NOTED OTHERWISE ON PLANS AND DETAILS. PROVIDE GALVANIZED FASTENERS AT ALL LOCATIONS OUTSIDE THE STRUCTURE THERMAL ENVELOPE AND AS NOTED. PROVIDE STAINLESS-STEEL (SS) ANCHORS AND FASTENERS AS NOTED. PROVIDE ANCHORS AND FASTENERS NOT LISTED BELOW, AS SPECIFICALLY NOTED ON PLANS. SUBSTITUTIONS FOR ANCHORS NOTED ON PLANS SHALL BE APPROVED BY THE ENGINEER. A. POWER ACTUATED FASTENERS (PAF): HILTI XU KNURLED SHANK FASTENER, 0.157" DIAMETER, OR EQUIVALENT. PENETRATION DEPTH (MINIMUM): 1 1/2" CONCRETE, 1" MASONRY, AND 1/2" STEEL. B. GENERAL MECHANICAL EXPANSION ANCHORS (MEA): HILTI KWIK BOLT III, DeWALT POWER- STUD+SD2, OR SIMPSON WEDGE-ALL. GALVANIZED AS NOTED. C. MECHANICAL EXPANSION ANCHORS FOR USE IN CRACKED CONCRETE (MECRA): HILTI KWIK BOLT TZ, DeWALT POWER-STUD+SD1, OR SIMSPON STRONG-BOLT. GALVANIZED AS NOTED. D. STAINLESS STEEL MECHANICAL EXPANSION ANCHORS (SSMEA): HILTI KWIK BOLT III, DeWALT POWER-STUD+SD4/SD6, OR SIMPSON WEDGE-ALL. E. HEAVY DUTY SCREW ANCHOR (HDSA): HILTI KWIK HUS, DeWALT SCREW BOLT+, SIMPSON TITEN-HD. F. HEAVY DUTY SLEEVE ANCHORS (HDSLA): DeWALT POWER-BOLT+. G. SLEEVE ANCHORS (SLA) POWERS LOK-BOLT, HILTI HLC SLEEVE ANCHOR, SIMPSON SLEEVE-ALL. H. NAIL SET ANCHORS (NSA): DeWALT ZAMAC HAMMER-SCREWS. I. GENERAL ADHESIVE ANCHORS IN CONCRETE: HILTI RE500, DeWALT PE1000+, OR SIMPSON SET-XP. J. 10.)POST INSTALLED REBAR (60 BAR DIAMETER EMBEDMENT UNO): HILTI HY200 OR DeWALT AC200+. K. ADHESIVE ANCHORS IN GROUTED MASONRY: HILTI HY270, DeWALT AC100+, OR SIMPSON ET-H L. ADHESIVE ANCHORS IN HOLLOW CMU: HILTI HY270 OR POWERS AC100+ OR SIMPSON SET-XP. PROVIDE SCREEN TUBES PER MANUFACTURER'S RECOMMENDATIONS AND STAINLESS STEEEL (SS) AS NOTED. COLD-FORMED STEEL FRAMING 1. LIGHT GAGE FRAMING (CFSF) SHALL CONFORM TO THE NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS. 2. MEMBERS TO HAVE MINIMUM YIELD STRESS OF 50 KSI AND SHALL HAVE A MINIMUM FLANGE WIDTH OF 15/8" AND A RETURN LIP LENGTH OF 1/2". WHERE FLANGE WIDTHS OF 2" ARE SPECIFIED, THE RETURN LIP LENGTH SHALL BE 5/8", WHERE FLANGE WIDTHS OF 3" ARE SPECIFIED, THE RETURN LIP LENGTH SHALL BE 5/8". 3. SIZES AND GAGE (THICKNESS) SHOWN ON THE DRAWINGS ARE MINIMUM. A.TRACK GAGE: 54 MIL MINIMUM B. STUD GAGE: 54 MIL MINIMUM 4. BUILT UP MEMBERS SHALL BE FASTENED TOGETHER TO CREATE COMPOSITE MEMBERS PER AISI. 5.CFSF FINISH: ASTM A924 GALVANIZED, G60. 6.PROVIDE ALL ACCESSORIES, SUCH AS TRACKS, CLIPS, WEB STIFFENERS, AND ALL CONNECTORS REQUIRED FOR A COMPLETE INSTALLATION MEETING BUILDING CODE REQUIREMENTS AND MANUFACTURER RECOMMENDATIONS. 7.STRUCTURAL PERFORMANCE: PROVIDE COLD-FORMED STEEL MEMBERS CAPABLE OF WITHSTANDING DESIGN LOADS WITHIN LIMITS AND UNDER CONDITIONS INDICATED. A. DESIGN LOADS: AS INDICATED ON THE DRAWINGS AND LOADS REQUIRED BY THE GOVERNING BUILDING CODE FOR THE PROPOSED OCCUPANCY. B. DEFLECTION LIMITS: DESIGN FRAMING SYSTEMS TO WITHSTAND DESIGN LOADS WITH DEFLECTIONS NOT GREATER THAN THE FOLLOWING: i.) EXTERIOR LOAD-BEARING WALL FRAMING: HORIZONTAL DEFLECTION OF 1/600 OF THE WALL HEIGHT SUPPORTING BRICK VENEER. i.) EXTERIOR LOAD-BEARING WALL FRAMING: HORIZONTAL DEFLECTION OF 1/360 OF THE WALL HEIGHT SUPPORTING VENEER OTHER THAN BRICK. ii.) INTERIOR LOAD-BEARING WALL FRAMING: HORIZONTAL DEFLECTION OF 1/360 OF THE WALL HEIGHT UNDER A HORIZONTAL LOAD OF 5psf. ii.) INTERIOR NON-LOAD-BEARING WALL FRAMING: HORIZONTAL DEFLECTION OF 1/360 OF THE WALL HEIGHT UNDER A HORIZONTAL LOAD OF 5psf. iii.) EXTERIOR NON-LOAD-BEARING FRAMING: HORIZONTAL DEFLECTION OF 1/600 OF THE WALL HEIGHT SUPPORTING BRICK VENEER. iii.) EXTERIOR NON-LOAD-BEARING FRAMING: HORIZONTAL DEFLECTION OF 1/600 OF THE WALL HEIGHT SUPPORTING VENEER OTHER THAN BRICK. iv.) FLOOR AND ROOF JOISTS: VERTICAL DEFLECTION OF 1/360 (LIVE) AND 1/240 (TOTAL) OF THE SPAN. 8.WELDING: AWS D1.3 FOR WELDING SHEET STEEL IN STRUCTURES. CONSULT AWS D19.0, WELDING ZINC COATED STEEL, AND ANSI STANDARD Z49.1 FOR INFORMATION REGARDING SAFE WELDING PROCEDURES. WELDS SHALL BE TOUCHED-UP WITH A ZINC-RICH RUST-INHIBITIVE PRIMER. A. SUGGESTED METHODS FOR FIELD WELDING: 1/8" E60XX, GASLESS MIG B. WELDS SHALL BE INSPECTED BY A QUALIFIED INSPECTOR C. BURN THROUGH WILL BE CAUSE FOR REJECTION 9.SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED BY AN ENGINEER LICENSED IN THE STATE OF NEW YORK SIGNED AND FOR COLD-FORMED STEEL FRAMING, CONNECTIONS, AND ACCESSORIES PRIOR TO CONSTRUCTION. 1.SUBMITTALS: A.PRODUCT DATA OR MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR THE UNISTRUT SYSTEM. B.SHOP DRAWINGS: INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLES, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS SYMBOLS AND SHOW SIZE, LENGTH, AND TYPE OF EACH WELD. C.CALCULATIONS: PROVIDE CALCULATIONS, SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF NEW YORK, FOR ALL UNISTRUT MEMBER AND CONNECTION DESIGN. 2.QUALITY CONTROL TESTING DURING CONSTRUCTION: A.THE OWNER WILL ENGAGE AN INDEPENDENT TESTING AND INSPECTION AGENCY. THE CONTRACTOR SHALL COORDINATE TIMING AND ACCESSIBILITY WITH THE INSPECTOR. THE TESTING AGENCY ENGAGED BY THE OWNER SHALL PERFORM THE FOLLOWING SERVICES IN CONNECTION WITH UNISTRUT: B.INSPECT ALL MEMBERS FOR PROPER POSITION. C.PERFORM VISUAL INSPECTION OF ALL WELDS AND BOLTED CONNECTIONS. D.INSPECT ALL FULL PENETRATION WELDS AND 15% OF ALL FILLET WELDS, RANDOMLY SELECTED WITH MAGNETIC PARTICLE INSPECTION (ASTM E 709) 3.UPON COMPLETION, CERTIFY THAT ALL STRUCTURAL STEEL ON THE PROJECT, INCLUDING WELDING AND BOLTING OF MEMBERS, WAS DONE UNDER INSPECTION OF THE TESTING AGENCY CONCERNED AND IS IN ACCORDANCE WITH THE REQUIREMENTS OF PERTINENT CODES, AND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. UNISTRUT NOTES MEDICAL EQUIPMENT SUPPORT 1.INSTALL MEDICAL EQUIPMENT ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THE INFORMATION INDICATED ON THE STRUCTURAL DRAWINGS IS BASED ON "BASIS OF DESIGN" EQUIPMENT WITHOUT THE FINAL SELECTION AND ROOM SPECIFIC DATA FROM VENDORS/MANUFACTURERS. 2.MACHINE EQUIPMENT BASE PLATES: INSTALL WITH HIGH STRENGTH GROUT AND SIZE AND QUANTITY OF RECOMMENDED ANCHORS. CONCRETE SURFACE SHALL BE LEVEL TO WITHIN 1/32" OVER 10'-0" IN ANY DIRECTION UNLESS VENDOR SPECIFIC DATA IS LESS STRINGENT. GRIND, FILL AND/OR OTHERWISE MODIFY THE CONCRETE SURFACE TO ACHIEVE THE VENDOR SPECIFIC MINIMUM REQUIREMENTS. 3.EQUIPMENT FOUNDATION LAYOUT: PROVIDE ALL NECESSARY BOX-OUTS, RECESSES, AND HOLES REQUIRED BY VENDOR TO INSTALL THE EQUIPMENT. REFER TO THE BASIS OF DESIGN EQUIPMENT DATA SHEETS. 4. EQUIPMENT FOUNDATIONS: 4,000 PSI MINIMUM CONCRETE (FOOTING MIX). 5.UNISTRUT FRAMING: UNISTRUT FRAMING SHOWN IS CONCEPTUAL. SEE UNISTRUT NOTES THIS SHEET FOR ADDITIONAL INFORMATION. PROVIDE CHANNEL STRUT FRAMING BY UNISTRUT (R). 12 GAGE (97 MIL) MINIMUM WALL THICKNESS. PROVIDE CONNECTORS, SPRING NUTS, BRACES, THREADED ROD, ANCHORS, STANDARD MANUFACTURER'S BEAM CLAMPS, AND OTHER APPURTENANCE REQUIRED FOR A COMPLETE INSTALLATION. PROVIDE ENGINEERED DRAWINGS SEALED BY AN ENGINEER LICNESED IN THE STATE OF NEW YORK FOR EACH INSTALLATION. 6.BARIATRIC SUPPORT FRAMING: FRAMING SHOWN IS CONCEPTUAL. COORDINATE FRAMING LAYOUT WITH THE FINAL ROOM SPECIFIC BARIATRIC LIFT CONFIGURAITON. PROVIDE ENGINEERED DRAWINGS SEALED BY AN ENGINEER LICNESED IN THE STATE OF NEW YORK FOR EACH INSTALLATION. 7.MEDICAL EQUIPMENT BOOM SUPPORT FRAMING: FRAMING SHOWN IS CONCEPTUAL. COORDINATE FINAL BOOM SUPPORT FRAMING STRUCTURAL DESIGN AND LAYOUT WITH FIELD LOCATED BOOM ISO-CENTER AND FINAL EQUIPMENT SELECTION BY OWNER. PROVIDE ENGINEERED DRAWINGS SEALED BY AN ENGINEER LICNESED IN THE STATE OF NEW YORK FOR EACH INSTALLATION. DELEGATED DESIGN PROVIDE DOCUMENTS, DOCUMENTATION, AND INFORMATION INDICATED PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE THE WORK IS PERFORMED. 1. TEMPORARY SHORING 2. SOIL BEARING AND SURFACE CONDITIONS FOR STRUCTURAL WORK ON EARTH OR FILL 3. STRUCTURAL STEEL CONNECTIONS 4. STAIRS, GUARDRAILS, AND RAILINGS 5. CONCRETE FORMWORK 6. COLD-FORMED STEEL (OR METAL) FRAMING (CFSF, OR CFMF) 7. PRECAST CONCRETE ELEMENTS 8. PERFORMANCED-BASED DESIGN 9. MEDICAL EQUIPMENT SUPPORT FRAMING 10. ANCHORS AND FASTENERS IN-LIEU OF SPECIFIED FASTENERS 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 phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:46:31 PMS001 GENERAL NOTES 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGSTRUCTURAL DRAWING LIST SHEET NO.SHEET TITLE S001 GENERAL NOTES S002 GENERAL NOTES AND SPECIAL INSPECTION S003 FOUNDATION LOADING PLAN AND C&C WIND LOADING S100 FOUNDATION PLAN S101 COLUMN AND SLAB PLAN S102 SECOND FLOOR FRAMING PLAN S103 THIRD FLOOR FRAMING PLAN S104 FOURTH FLOOR FRAMING PLAN S105 FIFTH FLOOR FRAMING PLAN S106 ROOF FRAMING PLAN S500 DETAILS AND SECTIONS S501 DETAILS AND SECTIONS S502 DETAILS AND SECTIONS S503 DETAILS AND SECTIONS S504 DETAILS AND SECTIONS S505 COLUMN SCHEDULE & BRACED FRAME ELEVATION S506 DETAILS AND SECTIONS REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021 REF.RAPINSPECTOR QUALIFICATIONS CATEGORY GENERAL QUALIFICATIONS THE FOLLOWING TABLE COMPRISES THE MINIMUM QUALIFICATIONS FOR SPECIAL INSPECTORS FOR THIS PROJECT IN ACCORDANCE WITH THE UNIFORM CODE, IBC CHAPTER 17. REFER TO THE PROJECT SPECIFICATIONS AND SCHEDULE OF SPECIAL INSPECTIONS FOR ADDITIONAL INFORMATION. 1. FOR EACH CATEGORY LISTED THE FOLLOWING QUALIFICATIONS ARE ACCEPTABLE: A. ENGINEER IN TRAINING (EIT) WITH RELEVANT EXPERIENCE. B. NEW YORK STATE LICENSED PROFESSIONAL ENGINEER (PE) WITH RELEVANT EXPERIENCE. CODE REFERENCE MINIMUM QUALIFICATIONS REINFORCED CONCRETE PRESTRESSED CONCRETE WELDING HIGH STRENGTH BOLTING AND STEEL FRAME INSPECTION MASONRY SPRAYED FIRE-RESISTANT MATERIALS SOILS INSPECTION OF FABRICATORS EXTERIOR AND INTERIOR ARCHITECTURAL WALL PANELS EXTERIOR INSULATION AND FINISH SYSTEM SMOKE CONTROL SEISMIC RESISTANCE 1704.4 TABLE 1704.4 1704.3; TABLE 1704.3,ITEM 5; TABLE 1704.4,ITEM 2; 1707.2; 2208 1704.3.3; Table 1704.3 1704.5; Table 1704.5.1; Table 1704.5.3 1704.11 1704.7; 704.8; 1704.9; 704.13 1704.2 1704.10 1704.14 1707; 1708 1. CURRENT ICC REINFORCED CONCRETE SPECIAL INSPECTOR OR ACI CONCRETE CONSTRUCTION INSPECTOR. 2. CONCRETE FIELD TESTING CAN BE BY AN ACI CONCRETE FIELD TESTING TECHNICIAN WITH GRADE 1 CERTIFICATION. PRETENSION TENDONS: 1. CURRENT ICC REINFORCED CONCRETE CERTIFICATION AND ICC PRESTRESSED CONCRETE CERTIFICATION AND ACI CONCRETE FIELD TESTING TECHNICIAN WITH GRADE 1 CERTIFICATION PLUS ONE YEAR RELEVANT EXPERIENCE POST-TENSION TENDONS: 1. CURRENT POST-TENSIONING INSTITUTE (PTI) CERTIFICATION. 1. CURRENT ICC STRUCTURAL MASONRY CERTIFICATION AND ONE YEAR OF RELEVANT EXPERIENCE. 1. CURRENT ICC SPRAY-APPLIED FIRE PROOFING CERTIFICATION AND ONE YEAR OF RELEVANT EXPERIENCE. 1. CURRENT LEVEL II CERTIFICATION IN GEOTECHNICAL ENGINEERING TECHNOLOGY/CONSTRUCTION FROM THE NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES (NICET). 1. CURRENT ICC STRUCTURAL STEEL AND WELDING CERTIFICATION AND ONE YEAR OF RELEVANT EXPERIENCE. 1. CURRENT AWS CERTIFIED WELDING INSPECTOR. 2. CURRENT ICC STRUCTURAL STEEL AND WELDING CERTIFICATE PLUS ONE YEAR OF RELEVANT EXPERIENCE. 3. CURRENT LEVEL II CERTIFICATION FROM THE AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (NDT). 4. CURRENT NDT LEVEL III PROVIDED PREVIOUSLY CERTIFIED AS NDT LEVEL II. 1. PRECAST: CURRENT ICC REINFORCED CONCRETE CERTIFICATION PLUS ONE YEAR RELEVANT EXPERIENCE. 2. BAR JOIST: SEE WELDING REQUIREMENTS. 3. METAL BUILDING: SEE WELDING REQUIREMENTS. 4. STRUCTURAL STEEL: SEE WELDING REQUIREMENTS. 1. SEE THE MASONRY REQUIREMENTS FOR THE SI OF MASONRY VENEERS SUBJECT TO BCNYS SECTION 1704.10. 1. REGISTERED DESIGN PROFESSIONAL (RDP) WITH RELEVANT EXPERIENCE. 2. EIT WITH RELEVANT EXPERIENCE. 1. SEE THE REQUIREMENTS IN BCNYS SECTION 1704.14.2 2. 2. THE RDP RESPONSIBLE FOR DESIGN. 1704.12 1. SEE THE APPLICABLE CATEGORIES IN THIS TABLE. STRUCTURAL SPECIAL INSPECTIONS 1. 2. 3. 4. 5. PERIODIC CONTINUOUS PERIODIC EARTHWORK 1705.6 1. CAST-IN-PLACE CONCRETE 2. ACI 318: CH. 20, 20.5 25.3, 26.6.1-26.6.3 1908.4 5. --AWS D1.4 ACI 318:26.6.4 7. 1908.10ASTM C172, C31 ACI 318: 26.4, 26.12 8. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT REINFORCING BAR WELDING: a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 b. INSPECT SINGLE PASS FILLET WELDS, MAXIMUM 5/16" c. INSPECT ALL OTHER WELDS VERIFY REQUIRED CONCRETE MIX IS USED AT EACH LOCATION. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES 9.INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.ACI 318: 26.11.1.2(b) SPECIAL INSPECTION NOTES THE FOLLOWING TABLE COMPRISES THE STRUCTURAL SPECIAL INSPECTION REQUIREMENTS FOR THIS PROJECT IN ACCORDANCE WITH THE NEW YORK STATE 2017 UNIFORM CODE AND NEW YORK STATE UNIFORM CODE SUPPLEMENT, CHAPTER 17. REFER TO THE PROJECT SPECIFICATIONS FOR REQUIRED QUALIFICATIONS OF PERSONNEL PERFORMING SPECIAL INSPECTION ACTIVITIES AND ADDITIONAL INFORMATION. REFERENCE STANDARD UNIFORM CODE REFERENCEAREAS OF INSPECTION AND TESTING FREQUENCY 1908.9ACI 318: 5.11-5.13 ACI 318:26.5 1908.6, 1908.7, 1908.8 1904.1, 1904.2 1908.2, 1908.3 ACI 318: CH. 19 26.4.3, 26.12 1. SPECIAL INSPECTIONS ARE REQUIRED FOR THIS PROJECT. 2. COORDINATE WORK WITH OWNER'S TESTING AND SPECIAL INSPECTION REPRESENTATIVE. 3. PREFABRICATED ITEMS SHALL BE MANUFACTURED BY APPROVED AND CERTIFIED SHOPS. 4. REFERENCE IBC CHAPTER 17 FOR DEFINITION OF "CONTINUOUS" AND "PERIODIC". 5. REFERENCE AISC 360 CHAPTER N FOR DEFINITION OF " PERFORM" AND "OBSERVE". 6. REFERENCE ACI 530 FOR DEFINITION OF "CONTINUOUS" AND "PERIODIC". 7. REFERENCE SDI QA/QC FOR DEFINITION OF "PERFORM AND "OBSERVE". PERIODIC PERIODIC CONTINUOUS CONTINUOUS PERIODIC PERIODIC CONTINUOUS PERIODIC PERIODIC PERIODIC PERIODIC 1. 4. 5. 6. INSPECTION TASKS AFTER BOLTING: STEEL CONSTRUCTION 7. INSPECTION TASKS PRIOR TO WELDING: A. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE. B. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE. C. MATERIAL IDENTIFICATION (TYPE/GRADE) D. WELDER IDENTIFICATION SYSTEM E. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) F. CONFIGURATION AND FINISH OF ACCESS HOLES G. FIT-UP OF FILLET WELDS INSPECTION TASKS PRIOR TO BOLTING: A. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS B. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS. C. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) D. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL E. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS. F. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED G. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS A. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED. B. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION C. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING D. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES A. PLACEMENT AND INSTALLATION OF STEEL DECK B. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS C. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT PERFORM PERFORM PERFORM PERFORM PERFORM OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE 2.INSPECTION TASKS DURING WELDING: A. USE OF QUALIFIED WELDERS B. CONTROL AND HANDLING OF WELDING CONSUMABLES C. NO WELDING OVER CRACKED TACK WELDS D. ENVIRONMENTAL CONDITIONS E. WPS FOLLOWED F. WELDING TECHNIQUES OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE 3.INSPECTION TASKS AFTER WELDING: A. WELDS CLEANED B. SIZE, LENGTH AND LOCATION OF WELDS C. WELDS MEET VISUAL ACCEPTANCE CRITERIA D. ARC STRIKES E. K-AREA F. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) G. REPAIR ACTIVITIES H. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT / MEMBER NONDESTRUCTIVE TESTING OF WELDED JOINTS: AISC 360 STRUCTURAL STEEL SPECIFICATION CHAPTER N, 5.5 OBSERVE PERFORM PERFORM PERFORM PERFORM PERFORM PERFORM PERFORM AWS D1.1 PERFORM OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE A. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS PERFORM 1705.2 3.1 INSPECTION TASKS DURING BOLTING: POST INSTALLED ANCHORS IN MASONRY AND CONCRETE 1. ANCHOR SIZE AND EMBEDMENT AND HOLE CLEANING (ALL) 2. HOLE CLEANING AND PREPARATION (ADHESIVE) 3. OVERHEAD APPLICATIONS (ALL) 4. HORIZONTAL ANCHORS SUPPORTING SUSTAINED TENSION (ADHESIVE) 5. ADDITIONAL INSPECTION PER MANUFACTURER'S ESR REPORT PERIODIC CONTINUOUS CONTINUOUS CONTINUOUS CONTINUOUS MANUFACTURER'S INSTALLATION INSTRUCTIONS ACI318 AND ESR REPORT MASONRY CONSTRUCTION 1. 2. ART. 1.5 530.1: ART. 2.1,2.6A 530.1: ART. 3.3B 3. 4. 5. 530.1: ART. 2.4B,2.4H 530.1: ART. 3.4,3.6A VERIFY COMPLIANCE WITH APPROVED SUBMITTALS: VERIFY THE FOLLOWING DURING CONSTRUCTION: VERIFY THE FOLLOWING PRIOR TO GROUTING: VERIFY THE FOLLOWING DURING CONSTRUCTION: A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS B. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION C. WELDING OF REINFORCEMENT D. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (BELOW 40) OR HOT WEATHER (ABOVE 90) E. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE F. PLACEMENT OF GROUT G. PLACEMENT OF ACC MASONRY UNITS AND CONSTRUCTION OF THIN- BED MORTAR JOINTS OBSERVE GROUT SPECIMEN PREPARATION. ACI 530.1: 530.1: ART. 2.1C ACI 530.1: ART. 1.4 1705.4 A. GROUT SPACE B. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS, AND PRESTRESSING TENDONS AND ANCHORAGE C. PLACEMENT OF REINFORCEMENT, CONNECTORS AND ANCHORAGES D. PROPORTIONS OF SITE-PREPARED GROUT E. PROPER CONSTRUCTION OF MORTAR JOINTS ACI REFERENCE: A. PROPORTIONS OF SITE PREPARED MORTAR. B. CONSTRUCTION OF MORTAR JOINTS C. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES D. LOCATION OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS AND ANCHORAGES E. PROPERTIES OF THIN-BED MORTAR FOR ACC MASONRY (PERIODIC AFTER FIRST 5,000 SF OF AAC) ACI REFERENCE PERIODIC REQUIREMENTS FOR LEVEL B SPECIAL INSPECTION & TESTING PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC CONTINUOUS PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC 530.1: ART. 3.2D,3.2F 530.1: ART. 2.4,3.4 530.1: ART. 3.2E,3.4,3.6A 530.1: 2.6B,2.4G.1.B 530.1: ART. 3.3B ACI REFERENCE ACI530.1: ART. 3.3F ACI530: SEC 1.2.1(E), 6.1.4.3, 6.2.1 ACI530: SEC 8.1.6.72 ACI530.1: ART. 1.8C ACI530.1: ART. 3.6B ACI530.1: ART. 3.5, 3.6C ACI530.1: ART. 1.4B.2.A-C.3, 1.4B.3-4 (REFERENCE AISC 360 CHAPTER N) 3.--INSPECT ANCHORS IN CONCRETE PERIODIC ACI 318: 17.8.2 4 -- INSPECT ANCHORS POST -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. CONTINUOUS PERIODIC ACI 318:17.8.2.4 ACI 318: 17.8.2 6. AISC 360 CHAPTER N 1. COLD FORMED STEEL FRAMING 2. 3. AISI S100-2004 FRAMING MEMBERS: SIZE, SPACING, STITCH CONNECTORS, ORIENTATION, AND ALIGNMENT SELF-TAPPING SCREWS FOR BEARING AND SHEAR WALLS: SHOP AND FIELD WELDED CONNECTIONS (BURN THROUGH WILL BE CAUSE FOR REJECTION) A. SIZE, QUANTITY, SPACING, EDGE DISTANCE, AND LOCATION PERIODIC PERIODIC PERIODIC (SEE STRUCTURAL STEEL FOR GENERAL REQUIREMENTS) AISI S100-2004 AWS D1.3 -- -- -- -- -- -- STEEL DECK INSTALLATION 1. INSPECTION OR EXECUTION TASKS PRIOR TO DECK PLACEMENT A. VERIFY COMPLIANCE OF MATERIALS (DECK AND ALL DECK ACCESSORIES) WITH CONSTRUCTION DOCUMENTS, INCLUDING PROFILES, MATERIAL PROPERTIES, AND BASE METAL THICKNESS B. DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK ACCESSORIES 2. INSPECTION OR EXECUTION TASKS AFTER DECK PLACEMENT A. VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES INSTALLATION WITH CONSTRUCTION DOCUMENTS B. VERIFY DECK MATERIALS ARE REPRESENTED BY MILL CERTIFICATIONS THAT COMPLY WITH THE CONSTRUCTION DOCUMENTS C. DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION OF DECK AND DECK ACCESSORIES 3. INSPECTION OR EXECUTION TASKS PRIOR TO WELDING A. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE B. MANUFACTURER CERTIFICATION FOR WELDING CONSUMABLES AVAILABLE C. MATERIAL IDENTIFICATION (TYPE/GRADE) D. CHECK WELDING EQUIPMENT 4. INSPECTION OR EXECUTION TASKS DURING WELDING A. USE OF QUALIFIED WELDERS B. CONTROL AND HANDLING OF WELDING CONSUMABLES C. ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE, TEMP) D. WPS FOLLOWED 5. INSPECTION TASKS AFTER WELDING A. VERIFY SIZE AND LOCATION OF WELDS, INCLUDING SUPPORT, SIDELAP, AND PERIMETER WELDS B. WELDS MEET VISUAL ACCEPTANCE CRITERIA C. VERIFY REPAIR ACTIVITIES D. DOCUMENT ACCEPTANCE OR REJECTION OF WELDS 6. INSPECTION OR EXECUTION TASKS PRIOR TO MECHANICAL FASTENING A. MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE FOR MECHANICAL FASTENERS B. PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION C. PROPER STORAGE FOR MECHANICAL FASTENERS 7. INSPECTION OR EXECUTION TASKS DURING MECHANICAL FASTENING A. FASTENERS ARE POSITIONED AS REQUIRED B. FASTENERS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS 8. INSPECTION OR EXECUTION TASKS AFTER MECHANICAL FASTENING A. CHECK SPACING, TYPE, AND INSTALLATION OF SUPPORT FASTENERS B. CHECK SPACING, TYPE, AND INSTALLATION OF SIDELAP FASTENERS C. CHECK SPACING, TYPE, AND INSTALLATION OF PERIMETER FASTENERS D. VERIFY REPAIR ACTIVITIES E. DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL FASTENERS PERFORM PERFORM PERFORM PERFORM PERFORM OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE PERFORM PERFORM PERFORM PERFORM OBSERVE OBSERVE OBSERVE OBSERVE OBSERVE PERFORM PERFORM PERFORM PERFORM PERFORM SDI QA/QC QUALITY CONTROL AND QUALITY ASSURANCE FOR INSTALLATION OF STEEL DECK 1705.2.2 PERIODIC PERIODIC CONTINUOUS PERIODIC CONTINUOUS CONTINUOUS PERIODIC A A B B C C D D 1 1 2 2 3 3 3.8 3.8 4 4 5 5 5.6 A.5 A.5 B.3 B.3 2.7 2.7 D.3 D.3 6'-0" BALANCED SNOW = 31 PSF ON LOW ROOF - DRIFT = 71 PSF AT BUILDING FACE ON LOW ROOF BALANCED SNOW = 31PSF6'-0"6'-0"6 '-0" ON LOW ROOF - BALANCED SNOW = 31PSFON LOW ROOF - DRIFT = 71 PSF AT BUILDING FACE 13'-0" 13'-0"13'-0"13'-0"13'-0"13'-0" ON MAIN ROOF - DRIFT = 93 PSF AT PARAPET FACE ON MAIN ROOF - DRIFT = 93 PSF AT PARAPET FACE ON MAIN ROOF - DRIFT = 93 PSF AT PARAPET FACE ON MAIN ROOF - DRIFT = 93 PSF AT PARAPET FACE BALANCED SNOW = 31PSF BALANCED SNOW = 31PSF BALANCED SNOW = 31PSF BALANCED SNOW = 31PSF DN DN DN DN DN DNDNDNDNDRIFT = 93 PSF AT WALL FACE 1 0' - 0 " MI N1 3 ' - 1 1 7 /8 "1 1 ' - 1 1 7 /8 "1 0' - 0 " MI Nø 5 ' - 0 "ø 4' - 0"ø 2' - 0"2' - 0"2' - 0"2' - 0"2' - 0" 2' - 8" ± 3' - 0" ± VIF 2' - 0" ±VIF2' - 0" ±VIF2' - 0" ±B.5 B.5 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 phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:46:37 PMS002 GENERAL NOTES AND SPECIAL INSPECTION 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/32" = 1'-0" SNOW DRIFT MAP REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021 REF.RAPA A B B C C D D 1 1 2 2 3 3 3.8 3.8 4 4 5 5 6 6 F 3.9 E 5.5 5.5 5.6 5.6 A.5 A.5 B.3 B.3 2.7 2.7 D.3 E.1 E.1 DEAD = 59 KIPS LIVE = 24 KIPS SNOW = 3 KIPS WIND = +2 KIPS / -2 KIPS EQ = +1 KIP / -2 KIPS DEAD = 130 KIPS LIVE = 55 KIPS SNOW = 49 KIPS WIND = +3 KIPS / -23 KIPS EQ = +2 KIPS / -2 KIPS DEAD = 15 KIPS LIVE = 6 KIPS SNOW = 7 KIPS WIND = +2 KIPS / -6 KIPS EQ = 0 DEAD = 15 KIPS LIVE = 8 KIPS SNOW = 3 KIPS WIND = +2 KIPS / -5 KIPS EQ = 0 DEAD = 161 KIPS LIVE = 110 KIPS SNOW = 49 KIPS WIND = +171 KIPS / -176 KIPS EQ = +96 KIPS / -140 KIPS DEAD = 305 KIPS LIVE = 120 KIPS SNOW = 57 KIPS WIND = +10 KIPS / -35 KIPS EQ = +5 KIPS / -8 KIPS DEAD = 170 KIPS LIVE = 95 KIPS SNOW = 49 KIPS WIND = +35 KIPS / -55 KIPS EQ = +5 KIPS / -40 KIPS DEAD = 20 KIPS LIVE = 10 KIPS SNOW = 6 KIPS WIND = +4 KIPS / -10 KIPS EQ = +1 KIP / -1 KIP DEAD = 127 KIPS LIVE = 62 KIPS SNOW = 24 KIPS WIND = +290 KIPS / -258 KIPS EQ = +0 KIPS / -260 KIPS DEAD = 182 KIPS LIVE = 96 KIPS SNOW = 44 KIPS WIND = +135 KIPS / -135 KIPS EQ = +96 KIPS / -0 KIPS DEAD = 180 KIPS LIVE = 118 KIPS SNOW = 55 KIPS WIND = +173 KIPS / -183 KIPS EQ = +140 KIPS / -0 KIPS DEAD = 236 KIPS LIVE = 72 KIPS SNOW = 39 KIPS WIND = +123 KIPS / -188 KIPS EQ = +158 KIPS / -23 KIPS DEAD = 364 KIPS LIVE = 116 KIPS SNOW = 72 KIPS WIND = +5 KIPS / -32 KIPS EQ = +2 KIPS / -0 KIPS DEAD = 328 KIPS LIVE = 121 KIPS SNOW = 88 KIPS WIND = +0 KIPS / -32 KIPS EQ = 0 KIPS DEAD = 122 KIPS LIVE = 65 KIPS SNOW = 44 KIPS WIND = +18 KIPS / -39 KIPS EQ = +21 KIPS / -5 KIPS DEAD = 250 KIPS LIVE = 89 KIPS SNOW = 42 KIPS WIND = +245 KIPS / -200 KIPS EQ = +0 KIPS / -230 KIPS DEAD = 430 KIPS LIVE = 130 KIPS SNOW = 88 KIPS WIND = +85 KIPS / -80 KIPS EQ = +77 KIPS / -44 KIPS DEAD = 35 KIPS LIVE = 20 KIPS SNOW = 10 KIPS WIND = +2 KIPS / -10 KIPS EQ = +3 KIPS / -1 KIPS DEAD = 415 KIPS LIVE = 130 KIPS SNOW = 100 KIPS WIND = +8 KIPS / -50 KIPS EQ = +8 KIPS / -2 KIPS DEAD = 185 KIPS LIVE = 90 KIPS SNOW = 70 KIPS WIND = +15 KIPS / -44 KIPS EQ = +18 KIPS / -2 KIPS DEAD = 136 KIPS LIVE = 73 KIPS SNOW = 23 KIPS WIND = +420 KIPS / -487 KIPS EQ = +417 KIPS / -145 KIPS DEAD = 248 KIPS LIVE = 110 KIPS SNOW = 52 KIPS WIND = +256 KIPS / -270 KIPS EQ = +165 KIPS / -185 KIPS DEAD = 122 KIPS LIVE = 52 KIPS SNOW = 50 KIPS WIND = +7 KIPS / -18 KIPS EQ = +4 KIPS / -6 KIPS DEAD = 175 KIPS LIVE = 95 KIPS SNOW = 64 KIPS WIND = +2 KIPS / -22 KIPS EQ = +2 KIPS / -2 KIPS DEAD = 68 KIPS LIVE = 42 KIPS SNOW = 9 KIPS WIND = +2 KIPS / -4 KIPS EQ = +1 KIP / -1 KIPS DEAD = 12 KIPS LIVE = 10 KIPS SNOW = 10 KIPS WIND = +1 KIP / -8 KIPS EQ = +1 KIP / -1 KIP DEAD = 430 KIPS LIVE = 132 KIPS SNOW = 89 KIPS WIND = +85 KIPS / -80 KIPS EQ = +77 KIPS / -45 KIPS NOTES: 1. LOADING INFORMATION IS PROVIDED FOR THE PURPOSES OF SOIL IMPROVEMENT DESIGN ONLY. 2. LOADS SHOWN IN GREEN BOXES ARE NOMINAL (UNFACTORED) LOADS CALCULATED PER ASCE 7-16 AND HAVE BEEN ROUNDED UP TO THE NEAREST KIP. 3. LOADS DESIGNATED AS "WIND" ARE THE VERTICAL COMPONENTS RESULTING FROM LATERAL WIND LOADS APPLIED TO THE BUILDING CALCULATED IN ACCORDANCE WITH ASCE 7-16. 4. LOADS DESIGNATED AS "EQ" ARE THER VERTICAL COMPONENTS RESULTING FROM SEISMIC LOADS CALCULATED IN ACCORDANCE WITH ASCE 7-16. 5. LOADS SHOWN DO NOT INCLUDE LIVE LOAD REDUCTION. 6. LOADS SHOWN EXCLUDE SELF-WEIGHT OF FOOTING AND WEIGHT OF SLAB-ON GRADE. 7. FOOTINGS HAVE BEEN SIZED ASSUMING A DESIGN ALLOWABLE BEARING PRESSURE OF 4000 PSF. NOTIFY STRUCTURAL ENGINEER IF THIS VALUE IS NOT ACHIEVED. 8. SLAB-ON-GRADE IS TO BE 5" THICK ON 12" OF COMPACTED SUBBASE MATERIAL. PROVIDE SUPPORT AS REQUIRED TO CONTROL SLAB DEFLECTION IN ACCORDANCE WITH PROJECT SPCIFICATIONS. SLAB-ON-GRADE LIVE LOAD = 100 PSF. 9. EXTERIOR PERIMETER FOUNDATION WALL LOAD = 3000 PLF (DEAD). 10. ELEVATOR SHAFT PERIMETER FOUNDATION WALL LOAD = 2500 PLF (DEAD). ELEVATOR PIT ESTIMATED LIVE LOAD = 50 KIPS. SEE NOTES FOR DEAD. PRECAST STAIR SUPPORT FOOTING DEAD = 7 KIPS LIVE = 4 KIPSSTAIR LANDING FOUNDATION WALL DEAD = 3 KLF LIVE = 3 KLF B.5 B.5 N A A B B C C D D 1 1 2 2 3 3 3.8 3.8 4 4 5 5 5.6 A.5 A.5 B.3 B.3 2.7 2.7 D.3 D.310 ' - 0" MI N1 3 ' - 1 1 7 /8 "1 1 ' - 1 1 7 /8 "10 ' - 0" MI Nø 5 ' - 0 "ø 4' - 0"ø 2' - 0"2' - 0"2' - 0"2' - 0"2' - 0" 2' - 8" ± 3' - 0" ± VIF 2' - 0" ±VIF2' - 0" ±VIF2' - 0" ±2'-1 5/8"10'-0"2'-1 7/8"2'-7 1/2" ZONE 1 ZONE 2 ZONE 2 ZONE 2 ZONE 2 ZONE 3 ZONE 3 ZONE 3ZONE 3 ZONE 3 ZONE 2 ZONE 2 ZONE 1 1 0 '-0 "10 '-0" ZONE 3 ZONE 2 ZONE 2 ZONE 1 1 0 '-0 "1 0'- 0 " NOTES: 1. SEE TABLE ABOVE FOR LOAD VALUES. 2. FOR WALLS: EDGE DISTANCE (WIDTH OF ZONE 5) = 10'-0" FROM EACH CORNER, EACH WAY. BALANCE OF WALL FALLS IN ZONE 4. B.5 B.5 N GENERAL NOTES: 1. ULTIMATE COMPONENTS AND CLADDING PRESSURES PER ASCE 7. 2. USE ASCE 7 LOAD CASES TO CONVERT ULTIMATE VALUES TO SERVICE LOADS. 3. END ZONE DISTANCE (a) = 10'-0", 4. MEAN ROOF HEIGHT = 74'-0" 5. MINIMUM PRESSURE = +/- 16 PSF (ASCE 7 30.2) VERTICAL PRESSURE (PSF) - ROOF WITHOUT OVERHANG HORIZONTAL PRESSURE (PSF) - WALL VERTICAL PRESSURE (PSF) - ROOF WITH OVERHANG COMPONENT AND CLADDING WIND LOADS WALL AREA 10 ZONE 4 41.4 ZONE 5 ROOF AREA 10 ZONE 1 ZONE 2 ZONE 3 16.0 20 50 100 (+ ve)(- ve) 16.0 16.0 16.0 60.6 57.2 52.7 49.3 16.0 (+ ve)(- ve) 16.0 16.0 16.0 95.1 90.3 84.0 79.3 16.0 (+ ve)(- ve) 16.0 16.0 16.0 95.1 90.3 84.0 79.3 ROOF AREA 10 ZONE 1 ZONE 2 ZONE 3 16.0 20 50 100 (+ ve)(- ve) 16.0 16.0 16.0 58.2 56.3 54.8 54.4 16.0 (+ ve)(- ve) 16.0 16.0 16.0 81.2 73.5 62.0 54.4 16.0 (+ ve)(- ve) 16.0 16.0 16.0 115.7 100.3 81.2 69.7 50 100 >500 (+ ve, WINDWARD) (- ve, LEEWARD, SIDE) 38.1 35.6 29.9 41.4 39.2 37.6 33.7 41.4 38.1 35.6 29.9 75.9 67.2 60.6 45.2 20 41.4 41.4 41.4 75.9 >500 16.0 31.4 16.0 35.2 16.0 35.2 HORIZONTAL PRESSURE (PSF) - PARAPET WALL AREA 10 ZONE 4 42.2 ZONE 5 50 100 >500 WINDWARD LEEWARD WINDWARD LEEWARD 20 (+ ve, WINDWARD) (- ve, LEEWARD, SIDE) 42.2 38.9 36.4 30.5 (+ ve) 97.0 92.1 85.7 80.8 69.6 (- ve) (+ ve) 42.2 42.2 40.0 38.3 34.4 (- ve) (+ ve) 132.1 125.9 117.7 111.4 97.0 (- ve) (+ ve) 77.4 77.4 68.5 61.8 46.1 (- ve) 42.2 42.2 38.9 36.4 30.5 42.2 42.2 38.9 36.4 30.5 42.2 42.2 38.9 36.4 30.5 >500 16.0 41.4 16.0 68.2 16.0 68.2 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 phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:46:42 PMS003 FOUNDATION LOADING PLAN AND C&C WIND LOADING 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/32" = 1'-0"1 FOUNDATION LOADING PLAN 3/32" = 1'-0"2 ROOF C&C WIND ZONE MAP REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021 TOP OF FOOTING ELEV UNO (WHERE SHOWN) LEGEND = TOP OF FOOTING ELEVATION UNLESS NOTED OTHERWISE = STEP FOOTING (REFER TO TYPICAL DETAILS) = CONSTRUCTION JOINT = SAWCUT GROOVE JOINT (CONTROL JOINT) = NO PIER = NO FOOTING = MATCH EXISTING SF CJ SJ NP NF ME -5'-0" FOOTING MARK (SEE FOOTING SCHEDULE)FX -96'-0" PIER MARK (SEE PIER SCHEDULE) PX TOF ELEV NOTES 1. DATUM ELEVATION = FINISHED GROUND FLOOR = 0'-0" (100' -0"). 2. REFER TO S001 AND S002 FOR GENERAL NOTES. REFER TO S101 FOR COLUMN AND SLAB PLAN. REFER TO S502 FOR FOUNDATION WALL AND FOOTING SCHEDULE. 3. TOP OF PIER IS (-0'-8") UNLESS OTHERWISE NOTED. 4. (+/-) X'-XX" DENOTES TOP OF FOOTING ELEVATION WITH RESPECT TO DATUM ELEVATION. 5. COLUMN PIERS AND GRADEWALLS SHALL BE CAST INTEGRAL. WALL REINFORCING SHALL BE CONTINUOUS THROUGH PIERS. REFER TO TYPICAL DETAILS. 6. COORDINATE LOCATION OF PIPES PENETRATING FOUNDATION WALLS WITH MECH. DRAWINGS. PROVIDE PIPE SLEEVES AT PENETRATIONS, REFER TO TYPICAL DETAILS. A A B B C C D D 1 1 2 2 3 3 3.8 3.8 4 4 5 5 6 6 F 3.9 E 5'-1 3/4"33'-3"14'-11 1/4"10'-5 5/8"5'-1 1/8"12'-6 5/8"16'-6 5/8"31'-6"23'-8 1/2"6'-9 1/2"24'-6 1/4"6'-11 3/4"31'-10"10'-7 7/8"16'-6" 1 8 '-8 "33.00°96'-0" F12 96'-0" F15.1 96'-0" F20 96'-0" F15.1 96'-0" F6 96'-0" F12 96'-0" F15 96'-0" F14 96'-0" F10 96'-0" F5 96'-0" F8 96'-0" F14 96'-0" F14 96'-0" F14 96'-0" F10 96'-0" F5 96'-0" F4 96'-0" F4 96'-0" F10 96'-0" F15.1 96'-0" F8 96'-0" F6 96'-0" F8 96'-0" F6 96'-0" F15 95'-0" F15 95'-0" F14F12F12F12F12 F15 F15F15 F15 F15F15F 1 5 96'-0" SF1 96'-0" SF1 96'-0" SF1 96'-0" SF1 96'-0" SF1 96'-0" SF1 96'-0" SF1 SUMP. COORDINATE WITH ELEVATOR SUPPLIER. 95'-0"F15F 1 5 F 1 5 96'-0" SF1 5.5 5.513'-8 3/4"18'-8 3/4"15 7/8"9"5.6 5.6 33.00°0'-3" 2 '-1" 4 '-1 "1'-3"1'-3"8'-0"1'-3"6'-8 1/2" P6 P5 P3 P5 P3 P1 P1 P1 P5 P3P3P6P6 P3 P6 P3 P4 P3 P6P6 P6P7 A.5 A.5 B.3 B.3 2.7 2.7 D.3 99'-7" F6 LOCATE FOOTING AT LANDING OF PRECAST STAIR 8'-8"+/- STRIP FOOTING. COORDINATE WITH STAIR LANDING.78.00°5 S501 TYP. 3 6 S500 96'-0" SF1 2 '-1 "5 '-1 "1 S501 1 S501 1 S501 1 S501 1 S501 4 S501 3 S501 12.00°90.00° E.1 E.1 2 '-1 "18 '-9 5 /8"13'- 5 1/4" 8 '-0 1 /8"61 '-11 1 /4" 1 '-3" 7" BRICK LEDGE (TYP) 7" BRICK LEDGE (TYP) 7" BRICK LEDGE (TYP) 7" BRICK LEDGE (TYP) 7" BRICK LEDGE (TYP) 7" BRICK LEDGE (TYP)2'-4"2'-4" 1 '-10"1'-10" 1 '-1 0 "1 '-4"2'-4"2'-4" 1'-4" 1'-4" 96'-0" SF1 1'-4" 1'-0"1'-4"11 S501 1 '-1 0 "1'- 4 "1'-4"1'-0"1'-4"1'-0"1'-4"1'-0"1'-0"1'-0"P7 11 S501 2 S501 2 S501 2 S501 2 S501 COORD. DIMS WITH FINAL ELEVATOR SELECTION 4'-5 3/4" 152'-5 7/8" B.5 B.5 12 S501 N 1 0 "SIM. SIM. 2 '-1 "0'-10"2'- 1 " 2 S501 SIM. 1 S501 SIM. 1'-0"1'-0" P6 P3 P3 P3 PROVIDE ENGINEERED SHORING FOR EXCAVATION TO ENSURE EXCAVATION WILL COMPLY WITH OSHA REQUIREMENTS AND TO ENSURE PROTECTION OF THE ADJACENT BUILDING. COORDINATE EXTENTS REQUIRED WITH FIELD CONDITIONS. SUBMIT PLANS SIGNED AND SEALED BY A REGISTERED NEW YORK STATE PROFESSIONAL ENGINEER. 7 5/8" ANTICIPATED CLOSEST POINT TO PROPERTY LINE. COORD. WITH SITE AND ARCH. APPROXIMATE LOCATION OF PROPERTY LINE. COORDINATE WITH SITE, ARCH. AND SURVEY INFORMATION.DO NOT LOCATE BUILDING BASED ON STRUCTURAL DRAWINGS. LINE IS PROVIDED HERE FOR INFORMATION ONLY. 20'-0" 8'-0" 1'-3" 10'-9"9'-3"10'-9"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 phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:46:42 PMS100 FOUNDATION PLAN 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/16" = 1'-0"1 FOUNDATION PLAN PIER SCHEDULE PIER DESCRIPTION REINFORCING P1 18" DIAMETER (6)-#7 BARS WITH #3 TIES AT 12" o/c P3 24" X 24"(8)-#6 BARS WITH #3 TIES AT 12" o/c P4 24" X 30"(8)-#6 BARS WITH #3 TIES AT 12" o/c P5 30" X 30"(8)-#7 BARS WITH #3 TIES AT 12" o/c P6 24" X 36"(8)-#7 BARS WITH #3 TIES AT 12" o/c P7 36" X 36"FULL DEPTH ANCHOR RODS W/ #4 TIES AT 4" O/C STRIP FOOTING SCHEDULE MARK DESCRIPTION WIDTH DEPTH REINFORCING SF1 CONTINUOUS STRIP FOOTING 2'-0" 1'-0" (2)-#5 BARS, CONTINUOUS FOUNDATION WALL SCHEDULE MARK DESCRIPTION THICKNESS LAYERS VERTICAL DOWELS W/HOOK VERTICAL BARS HORIZONTAL BARS F12 12" C.I.P. FOUNDATION WALL 12" 2 #5 AT 12" O/C #5 AT 12" O/C #5 AT 12" O/C F15 15" C.I.P. FOUNDATION WALL 15" 2 #5 AT 12" O/C #5 AT 12" O/C #5 AT 12" O/C RECTANGULAR COLUMN FOOTING SCHEDULE MARK LENGTH WIDTH THICKNESS REINFORCING F4 4'-0"4'-0"16" (5)-#5 BARS EA. WAY F5 5'-0"5'-0"16" (6)-#5 BARS EA. WAY F6 6'-0"6'-0"16" (7)-#5 BARS EA. WAY F8 8'-0"8'-0"20" (9)-#7 BARS EA. WAY F10 10'-0"10'-0"24" (11)-#7 BARS EA. WAY F12 12'-0"12'-0"24" (13)-#7 BARS EA. WAY TOP AND BOTTOM F14 14'-0"14'-0"28" (19)-#7 BARS EA. WAY F15 15'-0"15'-0"30" (18)-#7 BARS EA. WAY TOP AND BOTTOM F15.1 15'-0"15'-0"54" (22)-#8 BARS EA. WAY TOP AND BOTTOM F20 20'-0"20'-0"72" (40)-#8 BARS EA. WAY TOP AND BOTTOM REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021 RAPNOTES 1. DATUM ELEVATION = FINISHED GROUND FLOOR = 100'-0" (XXX' -X") 2. REFER TO S001 AND S002 FOR GENERAL NOTES. REFER TO S100 FOR FOUNDATION PLAN. 3. SEE S502 FOR STEEL COLUMN SCHEDULE. 4. PROVIDE HSS6X4X3/8 ELEVATOR DIVIDER BEAM AT (0'-0") AND AT 12'-0" O/C MAX. VERTICALLY. 5. BRACE FORCES SHOWN ARE ULTIMATE (FACTORED) LOADS. POSITIVE (+) FORCES INDICATE COMPRESSION, NEGATIVE (-) FORCES INDICATE TENSION. A A B B C C D D 1 1 2 2 3 3 3.8 3.8 4 4 5 5 6 6 F 3.9 E HSS8X6X5/8 BRACE (+205K/-140K) 5.5 5.5 5.6 5.6 A.5 A.5 B.3 B.3 2.7 2.7 D.3 D.3 HSS8X6X5/8 BRACE(+175K/-160K)HSS6X6X1/2 BRACE(+90K/-80K)HSS6X6X5/8 BRACE (+125K/-75K) HSS6X6X1/2 BRACE (+140/-100K) HSS6X6X1/2 BRACE (+140K/-100K) HSS6X6X5/8 BRACE (+130K/-30K)HSS6X4X3/87 S500 1 S501 1 S501 1 S501 1 S501 1 S501 THICKENED SLAB 5" SLAB-ON-GRADE. SEE NOTES. SEE DETAILS. 4 S500 4 S500 4 S500 4 S500 4 S500 4 S500 SJ SJ SJ SJ SJ SJ SJ SJ SJ SJ SJ SJSJSJSJSJSJSJSJSJSJSJSJSJSJ SJ SJ SJ SJ SJ SJ SJ SJ SJ SJ SJ SJ SJ SJSJSJSJSJSJSJSJSJSJSJSJSJSJSJSJSJSJSJSJSJSJSJ SJ 1 S501 E.1 6 S500 HSS6X6X1/2W10X112HSS6X6X1/2W10X33HSS7X7X5/8W10X49W10X45W10X77W10X54HSS8X8X5/8W10X77W10X112W10X49W10X49W10X68W10X49W10X68HSS6X6X5/8W10X88W10X45W10X60W12X210W12X136W10X77W10X68W10X68BP-1BP-2BP-3BP-3W10X33BP-3BP-4BP-3ABP-5BP-2BP-5BP-6BP-7BP-4ABP-8BP-9ABP-9ABP-9ABP-9ABP-9BP-9BP-9BP-9BP-10BP-10PRECAST STAIR (SEE ARCH) RE-ENTRANT CORNER BARS (SEE TYP DETAILS) COLD-FORMED EXTERIOR WALLS (SEE ARCH & NOTES) B.5 B.5 12 S501 HSS8X6X5/8 BRACE (+205K/-140K)HSS8X6X5/8 BRACE(+175K/-160K)HSS6X6X1/2 BRACE(+90K/-80K)HSS6X6X5/8 BRACE (+125K/-75K) HSS6X6X5/8 BRACE (+130K/-30K) N SIM. SIM. 1 S501 HSS4X4X5/161 '-1 "2 4'-6"BP-11LEGEND = STEP FOOTING (REFER TO TYPICAL DETAILS) = CONSTRUCTION JOINT = SAWCUT GROOVE JOINT (CONTROL JOINT) SF CJ SJ 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 phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:46:46 PMS101 COLUMN AND SLAB PLAN 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/16" = 1'-0"1 COLUMN AND SLAB PLAN REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021 -DENOTES TOP OF STEEL ELEVATION WITH RESPECT TO DATUM ELEVATION -DENOTES THE NUMBER OF 3/4" DIA. x 5" (LONG) SHEAR STUDS. -DENOTES MOMENT CONNECTION SEE SHEET S-504 -DENOTES FRAMED OPENING. COORDINATE SIZE AND LOCATION w/ ARCH. & MECH. DRAWINGS -BEAM MOMENT SPLICE. SEE DETAILS. (+/-x'-xx") [X] LEGENDNOTES 1. DATUM ELEVATION = 100'-0" = F.F.E. 2. T.O. 2ND FLOOR STEEL ELEVATION = 113'-5 3/4" 3. D6 = COMPOSITE SLAB, 6 1/4" TOTAL THICKNESS LIGHTWEIGHT CONCRETE SLAB ON 3", 20 GA, GALVANIZED COMPOSITE METAL DECK -BASIS OF DESIGN: VULCRAFT 3.0VL. REINFORCE WITH 4 LBS/CY STRUX90/40 (GRACE) MACRO-FIBER REINFORCING. 4. BEAMS ARE EQUALLY SPACED UNLESS NOTED OTHERWISE. 5. PROVIDE A MINIMUM 1/4" BENT PLATE AT FLOOR PERIMETERS U.N.O. 6. "E.O.S." INDICATES EDGE OF COMPOSITE DECK. 7. BRACE FORCES SHOWN ARE ULTIMATE (FACTORED) LOADS. POSITIVE (+) FORCES INDICATE COMPRESSION, NEGATIVE (-) FORCES INDICATE TENSION. 8. COORDINATE ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. OPENINGS NOT INDICATED ON PLANS SHALL CONFORM TO TYPICAL DETAIL REQUIREMENTS. 9. PROVIDE (1)-3/4" DIA. X 5" (LONG) SHEAR STUD PER FOOT OF LENGTH U.O.N. A A B B C C D D 1 1 2 2 3 3 3.8 3.8 4 4 5 5 6 6 F 3.9 E HSS6X6X5/8 BRACE (+140K/-75K) D6 D6 D6 D6 D6 5.5 5.5 5.6 5.6 A.5 A.5 B.3 B.3 2.7 2.7 D.3 D.3 0'-6" E.O.S.0'-6" E.O.S.0'-6" E.O.S. 1 '-4 " E .O .S .1 '-4 " E .O .S .1 '-4" E.O.S. HSS6X6X5/8 BRACE (+140K/-75K)HSS6X6X5/8 BRACE(+130K/-90K)HSS6X6X3/8 BRACE(+100K/-65K)HSS6X6X3/8 BRACE (+100K/-50K) HSS6X6X3/8 BRACE (+105K/-50K) HSS6X6X1/2 BRACE (+145K/-40K) HSS6X6X1/2 BRACE (+145K/-40K) 3 S503 TOP OF EXTERIOR COLUMN W/ THERMALLY BROKEN SPLICE, TYP. AT 3 3 S503 3 S503 13 S503 3 S503 HSS4X4X5/16 (UP) COORD. W/ ARCH AND GLASS WALL SUPPLIER 12 K W18X50 20 K W18X76 3 4 K W 2 1 X 4 8 5 6 K66 KW24 X55 23 K66 K-FT12 KW14 X38 75 K-FT1 4 K32 KW18X11934 K27 KW18X35[17]27 K18 K W24X84 11 KW16X31 87 K W24X62 [28] 83 K 70 K W30X90 [122]105 K 73 K W24X55 [25] 74 K 1 3 3 K -F T27 K W 1 2 X 5 8 2 4 0 K -F T46 K 70 K W24X55 [25] 66 K 23 KW16X26 [15]23 K74 K W24X103 76 K 73 K W24X55 [24] 73 K25 KW16X31 [15]25 K25 KW16X31 [15]25 KW16X3124 KW16X31 [15]24 K19 KW16X26 [17]19 K23 KW16X31 [17]23 K27 KW18X35 [17]27 K27 KW18X35 [17]27 K31 KW21X4426 K24 KW16X31 [15]24 K24 KW16X31 [15]24 K25 KW16X26 [15]25 K26 KW16X31 [15]26 K26 KW16X31 [15]26 K20 KW16X26 [15]20 K14 KW12X19 [13]14 K23 KW16X26 [15]23 K24 KW16X26 [14]20 K23 KW18X35 [18]25 K11 KW12X19 [16]12 KW16X31 27 KW18X35 [17]27 K25 KW16X31 [15]25 K24 KW16X26 [15]24 K25 KW16X31 [15]25 K23 KW16X26 [14]22 KW12X19[6]21 KW16X26 [15]21 K8 KW12X19 [8]8 K7 KW12X19 [8]7 K21 K W18X40 31 K 13 KW14 X2221 KW16X312 5 K W 1 8 X 3 5 2 5 K 13 KW12X1412 K6 KW10X12W 8 X 1 3 W 16X31 1 0 K 21 KW16X26 [15]17 KW12X19 [6] W 1 0 X 3 3 W8X13W8X13W8X1337 K W21X44 [20] 37 K10 K W16X45 44 KW27X14658 K91 K-FT21 KW14X3892 K-FT22 K20 KW14X22 [13]21 K23 KW16X26 [14]21 K19 KW12X22 [11]17 K15 KW12X19 [17]13 K10 KW12X19 [16]12 K18 KW12X19 [11]17 K10 K W16X4526 KW16X31 [15]26 K23 KW16X26 [15]23 KW 8 X 1 3 8 K W16X31 7 K W12X19 [12]6 KW8X106 K123 K-FT25 KW14X38103 K-FT23 KHSS18X6X1/220 K W1 0 X30 12 K15 KW12X1913 KW8X13W16X31W12X19 [6] 2 3 K W 1 8 X 3 5 [3 2 ]4 1 K27 KW18X35 [17]27 K24 KW16X31 [15]24 K23 KW16X26 [15]23 K16 K W12X19 [11] 14 K 26 KW16X31 [15]26 K18 KW16X26 [17]18 K13 KW12X1413 KW12X19 [9]25 KW18X40 [20]23 K25 KW16X26 [15]25 K24 KW16X26 [15]24 K23 KW16X26 [15]23 K24 KW16X26 [15]24 KHSS6X4X3/8W16X3174 K W24X55 [25] 78 K 1'-10 3/4"W16X31E.1 E.1 9" E.O.S.HSS6X6X5/82 5 K -F T9 K 2 5 K -F T3 K SUPPLEMENTARY STRUCUTRAL SUPPORT BELOW: UNISTRUT SYSTEM FOR MEDICAL EQUIPMENT SUPPORT BY OTHERS. COORDINATE WITH EQUIPMENT MNFR. 1 S503 5 3 /4 " E .O.S. 6" E.O.S. 1'-3 7/8" +/- COLD-FORMED EXTERIOR WALLS (SEE ARCH & NOTES) #4'S AT 16" O/C (SEE TYP DETAILS) #4'S AT 16" O/C (SEE TYP DETAILS) 1'-0" E.O.S.3'-6"4" E.O.S.13'-2 3/4" +/-1'-5 7/8" E.O.S.1 1/8" E.O.S.7 5/8" E.O.S.2 1/2" E.O.S.10" E.O.S.UP12'-0 1/4" +/-5'-1 7/8" +/- SIMCOORD. W/ ARCH13'-1"6" E.O.S.1'-0" E.O.S.1'-0" E.O.S.7 1/8" E.O.S.8 1/4" E.O.S. 8 1 /4 " E .O .S .6 1/4" E.O.S.B.5 B.5 13 S502 15 S502 14 S502 14 S502 16 S502 HSS6X6X5/8 BRACE(+130K/-90K)HSS6X6X3/8 BRACE(+100K/-65K)HSS6X6X3/8 BRACE (+100K/-50K) HSS6X6X3/8 BRACE (+105K/-50K) 5 S506 5 S506 N 6" E.O.S. 6" E.O.S. 7 1/2" E.O.S.18 '-9 5 /8"HSS1 4X6 X5/89 S506 -1'- 4 1/ 4 " -1'-4 1/4" -1'-8 1/ 4 "HSS1 0X6 X1/2-1'-8 1/4"-1 '-8 1 /4 "-1 '-8 1 /4 "4 '-0 "16 K16 KL3X3X1/4 KICKER FROM TOP OF POST TO TOP FLANGE OF BEAM 10 S506 2 S503 H S S 1 0 X 6 X 1 /2 2 S503 2 S503 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 phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:46:47 PMS102 SECOND FLOOR FRAMING PLAN 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/16" = 1'-0"1 SECOND FLOOR FRAMING PLAN REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021 A A B B C C D D 1 1 2 2 3 3 3.8 3.8 4 4 5 5 6 6W16X31 [15] W24X103 W16X45 W16X26 [15]W16X26 [15] W18X50 W16X26 [15] W18X50 W30X90 [22] W 8 X 2 1 W8 X10W 8 X 2 1 W8X2 1W8X21W8 X28 W 1 0 X 3 3W8X10W8X10 W8X10 W8X10 W8X10 W8X10W8X10W8X10W8X10W8X10W8X21W8X10W8X10 W16X26 [15]W16X31 [15]W24X68W8X10W8X10F 3.9 E W8X10HSS6X6X5/8 BRACE (+150K/-80K)W16X31 [15]W12X19 [17]W8 X15W8X1 0W12X19 [6] W 1 6X31 W8X18 LOW W21X5 5LOWW8X18 LOWW8 X18 LOWW8X18 LOWW12X19 LOWW 1 2X19 LOW W8X10 LOW D6 D6 D6 R1R 1 R1 R1 5.5 5.5 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X10 W8X48W8 X18 LOWW8X18 LOW 5.6 5.6 W8X10'S AT UNSUPPORTED ROOF HATCH OPENINGS W16X26 [15] A.5 A.5 B.3 B.3 2.7 2.7 D.3 D.3 W10X12W10X121'-4" E.O.S.1'-7 1/2" E.O.S.1'-7 1/2" E.O.S. 1'-7 1/2" E.O.S.1'-7 1/2" E.O.S.11" E.O.S. 0'-11" E.O.S.HSS6X6X5/8 BRACE(+120K/-70K)HSS6X6X5/16 BRACE(+75K/-40K)HSS6X6X5/16 BRACE (+65K/-15K) HSS6X6X5/8 BRACE (+120K/-55K)W12X19W12X30 W12X19W12X19 W12X19W12X19 W12X19W12X19 W12X19 W12X19 W12X19 W12X19W12X19 W12X19W12X19 W12X19 W12X19HANGING COL., HSS3X3X1/4 HANGING COL., HSS3X3X1/4 HANGING COL., HSS3X3X1/4 4 S503 4 S503 15 S503 15 S503 W8X10'S AT UNSUPPORTED ROOF HATCH OPENINGS PROVIDE COLD FORMED HEADERS AND HANGING WALLS AS REQUIRED TO SUPPORT FIRE-RATED GLAZING (SEE ARCH) 1 8 '-8 "21 K W18X76 32 K W12X58 HSS14X6X5/812 K65 K W24X62 [19] 75 K 27 KW18X40 [33]27 K19 K W21X62 13 K 81 K W24X62 [29] 79 K26 KW18X35 [17]26 K25 KW16X31 [15]25 K126 K-FT25 KW12X40106 K-FT23 K73 K W24X55 [24] 73 K HSS14X6X3/840 K W21X44 [20] 40 K 70 K W24X55 [25] 66 K 3 1 K W 2 1 X 4 4 4 8 K23 KW16X31 [17]23 K27 KW18X40 [33]27 K27 KW18X40 [33]27 K28 KW18X35 [17]28 K26 KW16X31 [15]26 K25 KW16X31 [15]25 K24 KW16X31 [15]24 K24 KW16X31 [15]24 K20 KW16X26 [15]20 K23 KW16X26 [15]23 K27 KW16X31 [15]27 K28 KW18X35 [30]28 K19 KW12X22 [11]17 K23 KW16X26 [14]21 KW12X19 [11]27 KW16X31 [15]27 K26 KW12X19 [32]11 K28 KW18X35 [17]28 KW12X19 [6]21 KW16X26 [15]25 K28 KW18X35 [17]28 K25 KW16X31 [15]25 K24 KW16X26 [15]24 K32 KW30X9033 K47 KW30X9062 K14 KW16X3110 KW16X31 [13]W12X19 [6]21 KW16X26 [15]21 KW12X19 [8]W12X19 [8] 22 K W18X40 26 K W12X19 [25]10 K18 KW16X26 [15]17 K24 KW16X31 [15]24 K23 KW16X26 [15]23 K11 KW12X1910 KHSS18X6X1/248 K W21X44 24 K W12X30 W16X31 W12X30 W16X31 [17]27 KW18X40 [33]27 K24 KW16X31 [15]24 K79 K W24X55 [26] 78 K18 KW16X26 [17]18 KW12X19 [6]HSS6X4X3/8W12X19 W12X19 W16X31W16X3111 KW24X6823 K23 K24 K24 K23 K23 K22 K22 K25 K25 K23 K23 K15 K26 K13 K26 K11 K 10 K 53 K 68 K 69 K 92 K 23 K23 K10 K W12X199'-6 3/4"3'-6"6'-6 1/2"6'-7 1/2"12'-5 1/4"5'-8"W12X19W12X19 W12X19W12X19W12X19W8X10 W8X10 HANGING COL., HSS5X4X1/2 3 5 K-FT5 K6 1 K -F T9 K71 K-FT21 K6 1 K -F T9 K48 K-FT11 KE.1 E.1 9" E.O.S.W12X19 W12X19 W12X19 W12X30 W12X19 W12X19 HSS6X6X5/8W10X33 W10X33 W10X33 18'-7 1/2"[LOW][LOW][LOW] 4 S506 HSS4X4X5/16UPW16X31 W 8 X 1 8 2 5 K -F T 2 5 K -F T 6" E.O.S.4 S503 4 S503 6 " E.O.S . 6" E.O.S. #4'S AT 16" O/C (SEE TYP DETAILS) #4'S AT 16" O/C (SEE TYP DETAILS) COLD-FORMED EXTERIOR WALLS (SEE ARCH & NOTES) 3'-0" 3'-0" 1'-0" E.O.S.COORD. W/ ARCH12'-1 7/8"12'-0 1/4" +/-HSS4X4X5/16DOWNHSS4X4X5/16DOWN1 1/8" E.O.S.1'-5 7/8" E.O.S.13'-2 3/4" +/-1'-3 7/8" +/-5'-1 7/8" +/-1'-0" E.O.S.1'-0" E.O.S.7 1/8" E.O.S.6" E.O.S.4 1/4" E.O.S.8 1/8" E.O.S. 7 1/2" E.O.S. B.5 B.5 12 S502TYP15 S502 14 S502 14 S502 16 S502 6 S506 6 S506 SIM. 6 S506 6 S506 SIM.1'-7 1/2" E.O.S.HSS6X6X5/8 BRACE (+150K/-80K)HSS6X6X5/8 BRACE(+120K/-70K)HSS6X6X5/16 BRACE(+75K/-40K)HSS6X6X5/16 BRACE (+65K/-15K) HSS6X6X5/8 BRACE (+120K/-55K) 4 S503 N 3" E.O.S.1'-6" E.O.S.W12X19W12X195'-5 1/8"6'-7 1/2"6'-7 1/2"6'-7 1/2"6'-7 1/2"5'-1 3/4"0'-6 1/4"3'-0"5" E.O.S.3'-0" 3'-0" 11 S506 PROVIDE ANGLES TO SUPPORT CURTAIN WALL JAMB. COORD. WITH ARCH. 4" E.O.S.FALL PROTECTION ANCHOR ATTACHED TO W8. SEE ARCH. THRU-ROOF FALL PROTECTION STANCHIONS (NOT SHOWN) ATTACHED TO W8 AT LOCATIONS INDICATED ON ARCH DRAWINGS. SEE ARCH AND SPECS FOR LOACTIONS AND REQUIREMENTS. SUPPLEMENTAL W8X10'S MAY BE REQUIRED. PROVIDE FULL-DEPTH 3/8" WEB STIFFENERS AT FINAL LOCATIONS. FALL PROTECTION ANCHOR ATTACHED TO W8. SEE ARCH. THRU-ROOF FALL PROTECTION STANCHIONS (NOT SHOWN) ATTACHED TO W8 AT LOCATIONS INDICATED ON ARCH DRAWINGS. SEE ARCH AND SPECS FOR LOACTIONS AND REQUIREMENTS. SUPPLEMENTAL W8X10'S MAY BE REQUIRED. PROVIDE FULL-DEPTH 3/8" WEB STIFFENERS AT FINAL LOCATIONS. -DENOTES TOP OF STEEL ELEVATION WITH RESPECT TO DATUM ELEVATION -DENOTES THE NUMBER OF 3/4" DIA. x 5" (LONG) SHEAR STUDS. -DENOTES MOMENT CONNECTION SEE SHT. S-504 -DENOTES FRAMED OPENING. COORDINATE SIZE AND LOCATION w/ ARCH. & MECH. DRAWINGS -BEAM MOMENT SPLICE. SEE DETAILS. -ROOF STEP DOWN (+/-x'-xx") [X] LEGENDNOTES 1. DATUM ELEVATION = 100'-0" = F.F.E. 2. T.O. 3RD FLOOR STEEL ELEVATION = 127'-5 3/4" 3. T.O. LOW ROOF STEEL ELEVATION = 124'-6" 4. D6 = COMPOSITE SLAB, 6 1/4" TOTAL THICKNESS LIGHTWEIGHT CONCRETE SLAB ON 3", 20 GA, GALVANIZED COMPOSITE METAL DECK -BASIS OF DESIGN: VULCRAFT 3.0VL. REINFORCE WITH 4 LBS/CY STRUX90/40 (GRACE) MACRO-FIBER REINFORCING. 5. R1 = 1 1/2", 20 GA., TYPE B, GALVANIZED METAL ROOF DECK. MINIMUM 2-SPAN CONDITION. 6. BEAMS ARE EQUALLY SPACED UNLESS NOTED OTHERWISE. 7. PROVIDE A MINIMUM 1/4" BENT PLATE AT FLOOR PERIMETERS U.N.O. 8. "E.O.S." INDICATES EDGE OF COMPOSITE DECK. 9. BRACE FORCES SHOWN ARE ULTIMATE (FACTORED) LOADS. POSITIVE (+) FORCES INDICATE COMPRESSION, NEGATIVE (-) FORCES INDICATE TENSION. 10. COORDINATE ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. OPENINGS NOT INDICATED ON PLANS SHALL CONFORM TO TYPICAL DETAIL REQUIREMENTS. 11. PROVIDE (1)-3/4" DIA. X 5" (LONG) SHEAR STUD PER FOOT OF LENGTH U.N.O. 12. FOURTH FLOOR FRAMING (ABOVE) HAS BEEN DESIGNED FOR AN ADDITIONAL DL ALLOWANCE TO SUPPORT FUTURE 3RD FLOOR USES. SEE S001. 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 phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:46:49 PMS103 THIRD FLOOR FRAMING PLAN 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/16" = 1'-0"1 THIRD FLOOR FRAMING PLAN REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021 A A B B C C D D 1 1 2 2 3 3 3.8 3.8 4 4 5 5 HSS6X6X5/16 BRACE (+60K/-10K) D6 D6 D6 5.6 5.6 A.5 A.5 B.3 B.3 2.7 2.7 D.3 D.3 1'-4" E.O.S.1'-4" E.O.S.1'-4" E.O.S. 1'-4" E.O.S.1'-4" E.O.S.1'-4" E.O.S.HSS6X6X5/16 BRACE (+60K/-10K) HSS6X6X5/16 BRACE (+65K/-15K) HSS6X6X5/16 BRACE (+65K/-15K)HSS6X6X5/16 BRACE(+75K/-30K)HSS6X6X5/8 BRACE. (+100K/-30K) 1 S503 1 S503 15 S503 15 S503 1 S503 11 K W18X50 11 K 48 K W18X76 [22] 48 K 34 K W18X65 20 KW16X31 [17]20 K10 KHSS14X6X5/810 K86 K W24X76 [19] 87 K 29 KW18X35 [17]29 K517 K-FT 90 K W24X84 360 K-FT 79 K 90 K W30X99 [31] 117 K 28 KW18X35 [17]28 K89 K W24X68 [31] 88 K 27 KW16X31 [15]27 K85 K W24X103 78 K 79 K W24X55 [24] 79 K 27 KW16X31 [15]27 K81 K W24X62 [30] 85 K 107 K-FT25 KW12X40139 K-FT27 K77 K W24X62 [29] 71 K 52 K W18X40 [46] 25 K 3 3 K W 2 1 X 4 4 5 2 K 12 K W18X50 10 K43 K W21X44 [20] 43 K11 K W16X45 11 K 26 KW16X31 [15]26 K26 KW16X31 [15]26 K25 KW21X50 [15]25 K27 KW16X31 [15]27 K25 KW18X35 [17]25 K13 KW16X31 [17]13 K29 KW18X35 [17]29 K29 KW18X35 [17]29 K30 KW18X35 [17]30 K30 KW18X35 [17]30 K28 KW16X31 [15]28 K28 KW16X31 [15]28 K25 KW16X31 [15]25 K26 KW16X31 [15]26 K27 KW16X31 [15]27 K27 KW16X31 [15]27 K22 KW16X26 [15]22 K25 KW16X31 [15]25 K29 KW18X40 [15]29 K21 KW12X22 [11]19 K25 KW21X50 [14]23 KW12X19 [3]W24X6852 K-FT19 K27 KW16X31 [15]27 K16 KW12X19 [9]14 K26 KW16X31 [15]26 K30 KW18X35 [17]30 K10 KW12X19 [6]28 KW16X31 [15]28 K30 KW18X35 [17]30 K42 KW27X8450 K59 KW30X9967 K28 KW21X4837 KW16X31 [13]W12X19 [6]23 KW16X31 [15]23 K28 KW16X31 [15]28 KW12X19 [5]W12X19 [5] 36 K W21X48 42 K W 16X3 1 10 KW16X31 [13]11 K24 KW16X26 [15]18 KW12X19 [10]23 KW12X1423 K10 KHSS18X6X1/210 K25 KW16X31 [15]25 K20 KW16X31 [17]20 K29 KW18X35 [17]29 K29 KW18X40 [15]29 K21 KW12X1421 K27 KW16X31 [15]27 KW12X19 [6]25 KW16X31 [15]25 KW12X19W16X31W16X31W12X19W12X19W12X19W12X30 W12X19 W12X19 W12X19 W12X19 W12X19W12X19 W12X19W12X19 W12X19 W12X19W12X19 W12X30 W12X19W12X19 W12X19 W12X19W12X19W12X19 W12X19W12X19 W12X19W12X30 W12X19W12X19W12X30 W8X10 W8X10 5" E.O.S.W12X19 W12X30 W12X19 W12X19 W12X19 HSS14X6X5/8HSS6X6X5/8HSS4X4X5/16UPW12X19 W12X19 W16X31 W16X31 3'-9 5/8" 3'-9 5/8"9" E.O.S. COORD. W/ ARCH11'-3"1'-0" E.O.S.4" E.O.S.9'-6 3/4"3'-6"6'-6 1/2"6'-7 1/2"6'-7 1/2"5'-9 3/4"5'-8"#4'S AT 16" O/C (SEE TYP DETAILS) #4'S AT 16" O/C (SEE TYP DETAILS) COLD-FORMED EXTERIOR WALLS (SEE ARCH & NOTES)6" E.O.S.6" E.O .S . 6" E.O.S.12'-0 1/4"4 1/4" E.O.S.8 1/8" E.O.S. PROVIDE COLD FORMED HEADERS AND HANGING WALLS AS REQUIRED TO SUPPORT FIRE-RATED GLAZING (SEE ARCH) 5'-1 7/8" +/-13'-2 3/4" +/-1'-3 7/8" +/- 1'-0" E.O.S.6" E.O.S.1 1/8" E.O.S.1'-5 7/8" E.O.S.7 1/8" E.O.S.RADIAL STAIR BY OTHERS. PROVIDE HSS14X4X5/16 STAIR STRINGERS (MIN.)1'-0" E.O.S.B.5 B.5 15 S502 14 S502 14 S502 16 S502 HSS6X6X5/8 BRACE. (+100K/-30K)HSS6X6X5/16 BRACE(+75K/-30K)HSS6X6X5/16 BRACE(+75K/-30K)HSS6X6X5/16 BRACE(+75K/-30K)N 3" E.O.S.1'-6" E.O.S.5'-5 1/8"6'-7 1/2"6'-7 1/2"6'-7 1/2"6'-7 1/2"5'-1 3/4"0'-6 1/4"0'-10 7/8" E.O.S.3'-9 5/8" 0'-10 7/8" E.O.S.3'-9 5/8" PROVIDE ANGLES TO SUPPORT CURTAIN WALL JAMB. COORD. WITH ARCH. 7 1/2" E.O.S. SLAB OPENING (TYP.) SEE DETAILS. SEE ARCH. -DENOTES TOP OF STEEL ELEVATION WITH RESPECT TO DATUM ELEVATION -DENOTES THE NUMBER OF 3/4" DIA. x 5" (LONG) SHEAR STUDS. -DENOTES MOMENT CONNECTION SEE SHT. S-504 -DENOTES FRAMED OPENING. COORDINATE SIZE AND LOCATION w/ ARCH. & MECH. DRAWINGS -BEAM MOMENT SPLICE. SEE DETAILS. (+/-x'-xx") [X] LEGENDNOTES 1. DATUM ELEVATION = 100'-0" = F.F.E. 2. T.O. 4TH FLOOR STEEL ELEVATION = 143'-5 3/4" 3. D6 = COMPOSITE SLAB, 6 1/4" TOTAL THICKNESS LIGHTWEIGHT CONCRETE SLAB ON 3", 20 GA, GALVANIZED COMPOSITE METAL DECK -BASIS OF DESIGN: VULCRAFT 3.0VL. REINFORCE WITH 4 LBS/CY STRUX90/40 (GRACE) MACRO-FIBER REINFORCING. 4. BEAMS ARE EQUALLY SPACED UNLESS NOTED OTHERWISE. 5. PROVIDE A MINIMUM 1/4" BENT PLATE AT FLOOR PERIMETERS U.N.O. 6. "E.O.S." INDICATES EDGE OF COMPOSITE DECK. 7. BRACE FORCES SHOWN ARE ULTIMATE (FACTORED) LOADS. POSITIVE (+) FORCES INDICATE COMPRESSION, NEGATIVE (-) FORCES INDICATE TENSION. 8. COORDINATE ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. OPENINGS NOT INDICATED ON PLANS SHALL CONFORM TO TYPICAL DETAIL REQUIREMENTS. 9. PROVIDE (1)-3/4" DIA. X 5" (LONG) SHEAR STUD PER FOOT OF LENGTH U.N.O. 10. FOURTH FLOOR DESIGNED WITH ADDITIONAL DEAD LOAD ALLOWANCE TO SUPPORT FUTURE USE OF THIRD FLOOR. SEE S001. 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 phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:46:51 PMS104 FOURTH FLOOR FRAMING PLAN 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/16" = 1'-0"1 FOURTH FLOOR FRAMING PLAN REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021 A A B B C C D D 1 1 2 2 3 3 3.8 3.8 4 4 5 5HSS14X6X5/8W21X44 W16X31 [15] W18X50W16X26 [15]W16X26 [15]W16X26 [15] W30X90 [39]W24X62W16X31 [15]W16X31 [15]W12X19 [7]W16X26 [15]W16X26 [15]W16X26 [15]W18X35 [17]W16X31 [15]W16X31 [9]W16X26 [15]W16X26 [15] D6 D6 D6 5.6 5.6 W16X31W10X12 W16X26 [15] A.5 A.5 B.3 B.3 2.7 2.7 D.3 D.3 W10X121'-4" E.O.S.1'-4" E.O.S.1'-4" E.O.S. 1'-4"E.O.S.1'-4" E.O.S.HSS6X6X5/8 BRACE (+100K/-10K)HSS6X6X5/16 BRACE(+35K/-15K)HSS6X6X3/8 BRACE(+60K/-35K)HSS6X6X3/8 BRACE (+70K/-15K) HSS6X6X5/16 BRACE (+55K/-10K) 1 S503 1 S503 15 S503 15 S503 1 S503W16X31W12X19W12X30 W12X19 W12X30W12X19 W12X19 W12X19 W12X19 W12X30 W12X1912 K W18X50 12 K 45 K W18X76 [20] 45 K 32 K W18X65 19 KW16X31 [17]19 K71 K W24X62 [19] 76 K 27 KW18X35 [17]27 K507 K-FT 82 K W24X84 382 K-FT 74 K 22 KW16X31 [17]22 K88 K W24X62 [31] 81 K 25 KW16X31 [15]25 K73 K W24X55 [24] 73 K 91 K-FT20 KW14X38111 K-FT21 K66 K W21X55 [26] 57 K 32 K W18X35 [17] 20 K 2 0 K W 1 8 X 3 5 1 5 K 40 K W21X44 [20] 40 K11 K W16X45 11 KHSS14X6X5/825 KW16X26 [15]25 K28 KW18X35 [17]28 K12 KW16X31 [17]12 K27 KW18X35 [17]27 K27 KW18X35 [17]27 K31 KW18X35 [17]31 K26 KW18X35 [17]26 K29 KW18X35 [30]29 K24 KW16X31 [15]24 K24 KW16X31 [15]24 K24 KW16X31 [15]24 K18 KW16X31 [15]13 KW12X19 [4]W12X19 [11]25 KW16X31 [15]25 K23 KW16X31 [17]23 K33 KW24X8434 K48 KW30X9059 K14 KW16X3110 KW12X19 [9]W12X19 [9] W16X31 [13]W12X19 [6]21 KW16X26 [15]21 K24 K W21X44 28 K W 16X31 9 KW12X19 [13]10 KW12X19 [6]25 KW16X26 [15]25 KHSS18X6X1/2W16X31 W16X3127 KW18X35 [17]27 K24 KW16X31 [15]24 K26 KW16X31 [15]26 K18 KW16X26 [17]18 KW12X19 [6]W12X19 [7]23 KW16X26 [15]23 KHSS6X4X3/8?W16X3174 K W24X55 [25] 78 K W12X30 W12X30 W12X19 W12X19 W12X19 W12X19 W12X19W12X19W12X19W12X19W12X19W12X19W12X19 W12X19W12X19W12X19W12X19 W12X19 W12X19 W12X19W12X19 W12X30 W12X19W12X19W12X19W8X10 W8X10 23 K24 K24 K20 K17 K23 K24 K23 K20 K23 K24 K23 K23 K24 K24 K20 K18 K20 K27 K26 K25 K24 K17 K30 K30 K27 K26 K25 K24 K10" E.O.S.5" E.O.S.69 K53 K W12X30 HSS6X6X5/8W16X31 W16X31 HSS6X6X5/8W16X31 HSS4X4X5/16DOWN50 K-FTSUPPLEMENTARY STRUCUTRAL SUPPORT BELOW: UNISTRUT SYSTEM FOR MEDICAL EQUIPMENT SUPPORT BY OTHERS. COORDINATE WITH EQUIPMENT MNFR. COLD-FORMED EXTERIOR WALLS (SEE ARCH & NOTES) RADIAL STAIR BY OTHERS. PROVIDE HSS14X4X5/16 STAIR STRINGERS (MIN.) 4'-7" 4'-7" #4'S AT 16" O/C (SEE TYP DETAILS) #4'S AT 16" O/C (SEE TYP DETAILS)6" E.O.S.6" E.O .S .12'-0 1/4"6" E.O.S. PROVIDE COLD FORMED HEADERS AND HANGING WALLS AS REQUIRED TO SUPPORT FIRE-RATED GLAZING (SEE ARCH) 8 1/8" E.O.S.4 1/4" E.O.S.5'-1 7/8" +/-13'-2 3/4" +/-1'-3 7/8" +/- 1'-0" E.O.S.6" E.O.S.1 1/8" E.O.S.1'-5 7/8" E.O.S.7 1/8" E.O.S.1'-0" E.O.S.9" E.O.S.COORD. W/ ARCH12'-2"5'-3"5'-1 1/8"3'-6"6'-6 1/2"6'-7 1/2"6'-7 1/2"5'-9 3/4"5'-8"4" E.O.S.7 1/2" E.O.S. 1'-0" E.O.S. B.5 B.51'-6" E.O.S.15 S502 14 S502 14 S502 16 S502 HSS6X6X5/8 BRACE (+100K/-10K)HSS6X6X5/16 BRACE(+35K/-15K)HSS6X6X3/8 BRACE(+60K/-35K)HSS6X6X3/8 BRACE (+70K/-15K) HSS6X6X5/16 BRACE (+55K/-10K) N 3" E.O.S.5'-5 1/8"6'-7 1/2"6'-7 1/2"6'-7 1/2"6'-7 1/2"5'-1 3/4"0'-6 1/4"4'-7" 10" E.O.S.4'-7" PROVIDE ANGLES TO SUPPORT CURTAIN WALL JAMB. COORD. WITH ARCH. SLAB OPENING (TYP.) SEE DETAILS. SEE ARCH. -DENOTES TOP OF STEEL ELEVATION WITH RESPECT TO DATUM ELEVATION -DENOTES THE NUMBER OF 3/4" DIA. x 5" (LONG) SHEAR STUDS. -DENOTES MOMENT CONNECTION SEE SHT. S-504 -DENOTES FRAMED OPENING. COORDINATE SIZE AND LOCATION w/ ARCH. & MECH. DRAWINGS -BEAM MOMENT SPLICE. SEE DETAILS. (+/-x'-xx") [X] LEGENDNOTES 1. DATUM ELEVATION = 100'-0" = F.F.E. 2. T.O. 5TH FLOOR STEEL ELEVATION = 157'-5 3/4" 3. D6 = COMPOSITE SLAB, 6 1/4" TOTAL THICKNESS LIGHTWEIGHT CONCRETE SLAB ON 3", 20 GA, GALVANIZED COMPOSITE METAL DECK -BASIS OF DESIGN: VULCRAFT 3.0VL. REINFORCE WITH 4 LBS/CY STRUX90/40 (GRACE) MACRO-FIBER REINFORCING. 4. BEAMS ARE EQUALLY SPACED UNLESS NOTED OTHERWISE. 5. PROVIDE A MINIMUM 1/4" BENT PLATE AT FLOOR PERIMETERS U.N.O. 6. "E.O.S." INDICATES EDGE OF COMPOSITE DECK. 7. BRACE FORCES SHOWN ARE ULTIMATE (FACTORED) LOADS. POSITIVE (+) FORCES INDICATE COMPRESSION, NEGATIVE (-) FORCES INDICATE TENSION. 8. COORDINATE ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. OPENINGS NOT INDICATED ON PLANS SHALL CONFORM TO TYPICAL DETAIL REQUIREMENTS. 9. PROVIDE (1)-3/4" DIA. X 5" (LONG) SHEAR STUD PER FOOT OF LENGTH U.O.N. 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 phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:46:56 PMS105 FIFTH FLOOR FRAMING PLAN 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/16" = 1'-0"1 FIFTH FLOOR FRAMING PLAN REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021 S D S D S DFFREF.RAPSD SD -DENOTES TOP OF STEEL ELEVATION WITH RESPECT TO DATUM ELEVATION -DENOTES THE NUMBER OF 3/4" DIA. x 5" (LONG) SHEAR STUDS. -DENOTES MOMENT CONNECTION SEE SHT. S-XXX -DENOTES FRAMED OPENING. COORDINATE SIZE AND LOCATION w/ ARCH. & MECH. DRAWINGS -BEAM MOMENT SPLICE CONNECTION. SEE DETAILS. (+/-x'-xx") [X] LEGENDNOTES 1. DATUM ELEVATION = 100'-0" = F.F.E. 2. T.O. ROOF STEEL ELEVATION = 172'-10 3/8" 3. T.O. PENTHOUSE STEEL ELEVATION = 182'-9" 4. D6 = COMPOSITE SLAB, 6 1/4" TOTAL THICKNESS LIGHTWEIGHT CONCRETE SLAB ON 3", 20 GA, GALVANIZED COMPOSITE METAL DECK -BASIS OF DESIGN: VULCRAFT 3.0VL. REINFORCE WITH 4 LBS/CY STRUX90/40 (GRACE) MACRO-FIBER REINFORCING. 5. PENTHOUSE ROOF DECK TO BE MIN. 1/2" WOOD STRUCTURAL SHEATHING PANEL. FASTEN AT 6" O.C., PERIMETER, 12" O.C. FIELD. SEE ARCH. 6. R1 = 1 1/2", 20 GA., TYPE B, GALVANIZED METAL ROOF DECK. MINIMUM 2-SPAN CONDITION. 7. PROVIDE A L3x3x1/4 EDGE-OF-DECK ANGLE OR 1/4" BENT-PLATE, EDGE-OF-DECK PLATE AT ROOF PERIMETERS U.N.O. COORDINATE OVERHANGS WITH ARCHITECTURAL DRAWINGS. 8. SEE S103 FOR LOW ROOF FRAMING. 9. MECHANICAL UNITS TO BE SUPPORTED OFF ROOF STRUCTURE WITH THERMALLY BROKEN STANCHION (BASIS OF DESIGN: THALER) OR AS SHOWN ON . /8 S504 A A B B C C D D 1 1 2 2 3 3 3.8 3.8 4 4 5 5 R1 R1 R1 S106 2 5.6 5.6 HATCHED REGION INDICATES ALLOWANCE FOR ADDITIONAL MECHANICAL LOAD OF 25PSF A.5 A.5 B.3 B.3 2.7 2.7 D.3 D.3 1/4" PER FOOT (UP) 1/4" PER FOOT (UP) 9 S504 9 S504 W8X4018 KW18X35W18X3512 KW21X4838 KW14X26W16X31W16X26W10X22W14X22W14X22W12X2220 KW18X4018 K20 KW18X4018 K19 KW18X4018 K16 KW18X3514 K17 KW21X4815 K18 KW16X40W18X35W18X35W18X35W18X35W14X26W14X2215 KW21X4813 K10 KW16X26W16X26W16X26W16X2611 KW21X4411 KW14X22W14X22W14X22W14X22W12X19W14X22W14X22W14X22W12X19W16X31W16X31W16X31W16X31W16X31W18X35W18X35W18X3539 KW21X6244 KW14X2610 KW14X2610 KW14X2610 K30 KW16X3115 KW14X22W14X22W14X22W14X22W14X22W12X22W14X22W12X19W12X19W14X22W12X22W14X22W8X13W6X9W10X12W16X31 W8X1312 KW18X3514 K14 K W16X26 14 K W10X12W12X14W8X13W8X24W8X24W8X24W14X22W14X22W14X22W8X13W8X13W8X13W8X13W14X26-0'-5 1/8"0'-2 5/8"0'-2 5/8"0'-10 1/4"0'-10 1/4 " 1 '-4 3/8" 1'-4 3/8"2'-2 1/4" -0'-5 1/8"0'-2 5/8"0'-2 5/8"0'-10 1/4"0'-10 1/4"1'-6 1/8"1'-6 1/8"2'-2 1/8"2'-2 1/8"2'-2 1/4"0'-0"0'-2 5/8"0'-2 5/8"0'-10 1/4"0'-10 1/4"1'-6 1/8"1'-6 1/8"2'-2 1/8"-0'-5 1/8"-0'-5 1/8"-0'-5 1/8"0'-2 5/8"0'-2 5/8"0'-10 1/4"0'-10 1/4"1'-6 1/8"1 '-7 3 /4 "2 '-2 "1'-6 1/8"2'-2 1/4"2'-2 1/4"2'-2 1/8"1'-4 3/8" W18X60W8X35 W24X62 W18X50 W24X68 W33X118W 1 8 X 4 0 W33X118W21X55W21X55W24X62W21X44 W33X118 W18X76 W24X55 W24X62 W24X62W30X99 W 2 1X44 W18X35 W24X76W12X53 LOWLOWLOW ELEVATOR HOIST BEAMS - COORDINATE LOCATIONS AND ELEVATIONS WITH ELEVATOR SUPPLIER 14 K14 K16 K14 K14 K16 K13 K16 K16 K16 K16 K14 K16 K16 K16 K14 K13 K13 K13 K13 K15 K11 K16 K16 K16 K14 K33 K13 K13 K13 K13 K15 K11 K38 K38 K 38 K84 K 43 K 44 K91 K 217 K-FT 63 K 398 K-FT 79 K 23 K-FT8 K31 K-FT6 K25 K-FT5 K11 K 15 K 43 K 41 K 18 K18 K 17 K 79 K 51 K 34 K 33 K77 K 48 K 36 K 35 K EQUIPMENT SUPPORT RAILS. SEE DETAILS. COORDINATE EXTENTS AND POSITION WITH MECH. PROVIDE ADDITIONAL INTERMEDIATE FRAMING AS REQUIRED BY UNITS. MIN. SIZE: GALV. L4X4X5/16. W8X13 W8X13 W8X13 4'-0" MAX.12'-0" MAX.ACCU, 750 LBS. (TYP., SEE MECH.) CU, 150 LBS. (TYP., SEE MECH.) DOAS, 3500 LBS. (SEE MECH.) DOAS, 3500 LBS. (SEE MECH.) DOAS, 3000 LBS. (SEE MECH.) ACCU, 750 LBS. (TYP., SEE MECH.) ROOF DRAIN. COORD. WITH MEP. ROOF DRAIN. COORD. WITH MEP. E.1 E.1 EQUIPMENT SUPPORT RAILS. SEE DETAILS. COORDINATE EXTENTS AND POSITION WITH MECH. PROVIDE ADDITIONAL INTERMEDIATE FRAMING AS REQUIRED BY UNITS. MIN. SIZE: GALV. L4X4X5/16. 9 S504 9 S504 2 0 K 1 8 K COLD-FORMED FRAMING TO CREATE PARAPET. SITE OR PREFAB ELEMENTS. SEE ARCH FOR FINAL PROFILE. MAX SPACING 24" O.C. COLD-FORMED FRAMING TO CREATE PARAPET. SITE OR PREFAB ELEMENTS. SEE ARCH FOR FINAL PROFILE. MAX SPACING 24" O.C. HSS6X6X5/16 (HIGH) HSS6X6X5/16 (HIGH) HSS6X6X5/16 (HIGH) HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH) HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)HSS6X6X5/16 (HIGH)4" SCHEDULE 40 POSTS. SEE DETAILS. (TYP.) 4" SCHEDULE 40 POSTS. SEE DETAILS. (TYP.)W27X841 S506 5'-8 1/8"4'-1 3/8" 5'-2" W16X31 W16X31 W14X26W14X261 0' - 0" MI N1 3 ' - 1 1 7 /8 "1 1 ' - 1 1 7 /8 "1 0' - 0" MI Nø 5 ' - 0 "ø 4' - 0"ø 2' - 0"2' - 0"2' - 0"2' - 0"2' - 0" 2' - 8" ± 3' - 0" ± VIF 2' - 0" ±VIF2' - 0" ±VIF2' - 0" ±10 S504 5'-3 5/8"5'-0"ROOF FRAMES AS REQUIRED FOR MECH EQUIP. B.5 B.5 PROVIDE (2) 3'X4' KNOCK OUT PANELS IN COLD- FORMED FRAMING AT ROOF LEVEL (SEE ARCH) T.O.S. = 173'-5 3/4" +/- (COORD. W/ STAIR MNF) 7 S506 7 S506 15 S502 SIM. 15 S502 SIM.7'-8 1/2"7'-8 1/2"8'-2"9" E.O.S.SLAB D6. COORD. WITH ARCH AND TYP. DETAILS B 1 B.3 600S162-54 AT 24" O/C 1 S506 7'-8 1/2"7'-8 1/2"8'-2"W12X26 W12X26 W12X26 W12X26 W12X19W12X19W12X19W12X19W12X19W12X19W12X26 W12X26 W12X26 W12X26 W12X19W12X19W12X19W8X21W8X21W8X21HSS6X6X5/8HSS6X6X5/8HSS6X6X5/8HSS6X6X5/8HSS6X6X5/8HSS6X6X5/8HSS6X6X5/8HSS6X6X5/8214 SF S600 STAIR 2 B.5 3/16" = 1'-0"1 ROOF FRAMING 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 phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:47:08 PMS106 ROOF FRAMING PLAN 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/16" = 1'-0"2 PENTHOUSE FRAMING PLAN REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021 SUBBASE: SELECT STRUCTURAL FILL, MIXED #` AND #2 CRUSHED STONE. PROVIDE UNDERSLAB DRAIN PER GEOTECHNICAL REPORT. GEOTEXTILE FABRIC UNDERLAY (MIRAFI 500X OR EQUIVALENT) VAPOR BARRIER: 15 MIL CLASS A REINFORCING: W2.9XW2.9 6"X6" WWF OR 5 LBS/CY STRUX/90 (GRACE) OR FORTA- FERRO (FORTA) MACRO-FIBER REINFORCEMENT. SEE NOTE, LEFT. SAWCUT GROOVE JOINT (SJ): 1 1/4" X 1/8", FILL WITH EPOXY 1 3/4"5" 1'-0" MIN. CONSTRUCTION JOINTS (CJ) SAWN JOINT W/ EPOXY FILLER FIRST POUR LIGHTLY GREASE (BOND BREAKER) OR PROVIDE PLASTIC DOWEL SLEEVE 3/4" DIAMETER SMOOTH DOWEL, ASTM A36, 12" O/C SLAB FORM SECOND POUR SUBGRADE: SELECT IMPORTED STRUCTURAL FILL (COMPACTED AND PROOF- ROLLED) OR BEDROCK NOTE: AT THE CONTRACTOR'S OPTION - THE "DIAMOND DOWEL SYSTEM" BY PNA CONSTRUCTION TECHNOLOGIES MAY BE USED IN LIEU OF ROUND DOWELS. PROVIDE 1/4" x 4 1/2" x4 1/2" DOWELS AT 18" o.c. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. NOTE: TYPICAL AT ALL SLAB AND FOUNDATION RE- ENTRANT CORNERS RE-ENTRANT CORNER4'-0"RECTANGULAR SLAB OPENING (2) #4 BARS, 2 LAYERS WHEN T > = 8" 1/2" JOINT FILLER WITH SEALANT AT WALL OR OBSTRUCTION 2 " 2 "COORDINATEWITH ARCH.1 5 REFER TO PLAN FOR SLAB INFORMATION CONTRACTOR OPTION: CONSTRUCTION JOINT LOCATION SEE PLANTT#3 BAR, PROVIDE CORNER BARS D #3 X 36" AT 12" O/C WHEN "D" GREATER THAN 4"2"REFER TO SITE FOR SIDEWALK LOCATIONS AND DETAILS TOP OF SLAB SEE PLAN FOUNDATION WALL SEE PLAN #4's AT 12" O.C. MAX 36" 24" WALL BEYOND CONCRETE SLAB SEE PLAN FOR SLAB REINFORCEMENT (4) #4 BARS 3/4" DIA SMOOTH DOWEL X 18" AT 12" O/C, WITH PLASTIC DOWEL SLEEVE OR COAT 1/2 WITH BOND BREAK INSULATION, REFER TO ARCH. PROVIDE AT DOOR OPENINGS WITH THRESHOLD TJOINT FILLER WITH EPOXY SEALANT DOOR AND THRESHOLD REFER TO ARCHITECTURAL TOP OF SLAB SEE PLAN PROVIDE AT DOOR OPENINGS WITHOUT THRESHOLD TFILL WITH EPOXY SEALANT REFER TO OPENING WITH THRESHOLD FOR BALANCE OF REQUIREMENTS 1.5 X T1" BOX OUT TO CLEAR BASEPLATE (TYP.) EXTERIOR WF COLUMN, SIMILAR AT HSS COLUMN PIER ISOLATION JOINT BASEPLATE, GEOMETRY VARIES CONSTRUCTION JOINT OR CONTROL JOINT MAX. JOINT SPACING IN EITHER DIRECTION 10'-0", U.N.O. CONSTRUCTION OR CONTROL JOINT INTERIOR COLUMN PIER WF-COLUMN, SIMILAR AT HSS ISOLATION JOINT AROUND COLUMN WITH 1/2" EXPANSION MATERIAL AND SEALANT 2" MIN 2" M I N #5 AT12" O/C #5 AT12" VERT. EACH FACE #5 AT12" HORIZ. EACH FACE 12"12"12"6"6"8"SLAB PER PLAN0'-6"PROVIDE (2) CORNER BARS ELEVATOR SUMP PIT TYP. REINFORCING NOT SHOWN (VERIFY) 2'-0"SQ. #4 BARS AT 6" O/C EA WAY COORD. SUMP PIT SIZE AND LOCATION WITH ELEVATOR SUPPLIER #5 AT12" O/C DWL'S TO MATCH VERT. REINF. BY SIZE AND LOCATION WATERPROOFING (SEE ARCH) #5 CONT. COORD. W/ ELEVATOR CONTRACTOR TOP OF SLAB 2X4 KEYWAY 2X4 KEYWAY 0'-0" TOP OF SLAB SLAB PER PLAN #5 CONT. 8" CMU W/ #5 VERT'S AT 32" O/C. DRILL AND GROUT INTO CONCRETE WALL (EMBED 8")24"X24" #4 BAR AT 12" O/C POUR SLAB OVER WALL AT DOOR OPENINGS TYP FNDN WALL REINF AT INTERSECTION TYP FNDN WALL REINF AT SKEWED CORNERTYP FNDN WALL REINF AT CONSTRUCTION JOINT TYP FNDN WALL REINF AT CORNER AND END TYP FNDN WALL REINF AT INTERSECTION TYP FNDN WALL REINF AT SKEWED CORNERTYP FNDN WALL REINF AT CONSTRUCTION JOINT TYP FNDN WALL REINF AT CORNER AND END SEE PLAN FOR ANGLE SEE PLAN FOR ANGLE CONSTRUCTION JOINT -SEE GENERAL NOTES FOR SPACING WALL REINF PROVIDE CORNER BARS AS SHOWN. MATCH SIZE AND SPACING OF HORIZONTAL WALL REINFORCING. VERTICAL REINFORCING HORIZONTAL REINFORCING STANDARD HOOK CONTINUOUS KEY, 1/3 WALL THICKNESS DOWELS TO MATCH HORIZ. REINFORCEMENT SIZE AND SPACING OR HOOK HORIZ. BARSHORIZONTAL REINFORCING PROVIDE CORNER BARS AS SHOWN. MATCH SIZE & SPACING OF HORIZONTAL WALL REINFORCING. CONSTRUCTION JOINT WALL REINF "U"-BARS @ OPENINGS AND DISCONTINUOUS ENDS. MATCH SIZE AND SPACING OF HORIZ. WALL REINFORCING. LAP OUTSIDE HORIZONTAL BARS OR PROVIDE CORNER BARS AS SHOWN. MATCH SIZE AND SPACING OF HORIZONTAL WALL REINFORCING. VERTICAL REINFORCING SEE PLAN HORIZONTAL REINFORCING SEE PLAN STANDARD HOOK DOWELS TO MATCH HZ REINF SIZE AND SPACING OR HOOK HORIZONTAL BARS LAP OUTSIDE HZ BARS OR PROVIDE CORNER BARS AS SHOWN; MATCH SIZE AND SPACING OF HZ WALL REINF CONTINUOUS KEY, 1/3 WALL THICKNESS 2" CLEAR 2" VERTICAL REINFORCING 2" SMOOTH DOWELS: MATCH WALL REINF DIA, SLEEVE ONE END OR COAT WITH BOND BREAKER PER ACI LAP SPLICE T TTT TT TTTT T TPER ACILAP SPLICEP ER AC ILAP S PLIC E PER ACILAP SPLICEPER ACILAP SPLICEPER ACILAP SPLICEPROVIDE CONSTRUCTION JOINT WITHIN 3'-0" OF CORNER SMOOTH DOWELS: MATCH WALL BAR DIA; SLEEVE ONE END OR COAT WITH BOND BREAKER CONSTRUCTION JOINT PER ACI LAP SPLICE 0" (TYP)0" (TYP)CONSTRUCTION JOINT -SEE GENERAL NOTES FOR SPACING CONT. REINFORCING SEE FOUNDATION SECTION FOR SIZE AND NUMBER OF BARS.SLEEVED PIPE w/ 1 1/2" COMPRESSIBLE MATERIAL AROUND PIPE REFER TO PLAN AND SCHEDULES IF PIPE FALLS IN THESE LOCATIONS BACKFILL AND COMPACT TRENCH SEE SPEC. FOR COMPACTION REQUIREMENTS SEE DETAIL EXTEND FOOTING SEE DETAIL 5/S502 SEE DETAIL SLEEVE PIPE EXTEND FOOTING: SLEEVE PIPE & CAST FOOTING TO BOTTOM OF TRENCH DEPRESS FOOTING AND SLEEVE PIPE SLEEVE PIPE (4) #4 BARS x 4'-0" LONG, DIAGONALLY PLACED. PROVIDE ONE LAYER EACH FACE FOR WALL >/=8" THICK LINK-SEAL OR APPROVED EQUIVALENT. COORDINATE w/MECHANICAL DWGS. INSTALL PER MANUFACTURER'S INSTRUCTIONS, FOR OPENINGS > OR EQUAL TO 8" FOUNDATION WALL CORE HOLE AS REQUIRED (LESS THAN 12"). DO NOT CUT THROUGH REINFORCEMENT. GROUT HOLE WITH NON-SHRINK, NON-METALLIC GROUT (5 STAR OR EQUAL) TO FORM A WATERTIGHT CONDITION. SLEEVE OPENING GREATER THAN OR EQUAL TO 8" SCHED. 40, GALV. OR APPROVED EQUAL PIPE PENETRATION DETAILS AT CONTINUOUS WALL FOOTINGS EXTEND FOOTING SECTION ELEVATION 0'-6"TD SLEEVE DIA 1.5 X W0'-2"WT COLD JOINT SLEEVE PIPE 1.5 X W6" MIN 6" MINTOP OF FOOTING 3" MINCOVERUSE THIS DETAIL TO: 1. CHANGE FOOTING ELEVATION 2. LOWER FOOTING TO FIRM BEARING 3. AVOID PIPE PASSING THROUGH FOOTING 1'-6" MAXSEE PLANSLEEVE PIPE w/ 1 1/2" COMPRESSIBLE MATERIAL AROUND PIPE CONT. REINFORCING (SEE FOUNDATION SECTION FOR SIZE AND NUMBER OF BARS) 6" MIN 3" MIN 1.5 X A ATTT MI NP E R A C IL A P S P L IC E (2)-#4's CONT. SLAB-ON-GRADE REFER TO PLAN 1 1 2'-0"1'-0"TCOLD FORMED WALL, SEE NOTES CONT. TRACK AT BOTTOM 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 phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:47:09 PMS500 DETAILS AND SECTIONS 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/4" = 1'-0"1 SLAB ON GRADE 3/4" = 1'-0"2 RE-ENTRANT CORNER 3/4" = 1'-0"3 DEPRESSED SLAB 3/4" = 1'-0"4 SLAB POUR OUT 3/4" = 1'-0"5 ISOLATION JOINT 3/4" = 1'-0"6 SECTION AT ELEVATOR 3/4" = 1'-0"9 FOUNDATION WALL JUNCTIONS 3/4" = 1'-0"10 PIPE PENETRATION 3/4" = 1'-0"8 STEP FOOTING - CONCRETE WALL 3/4" = 1'-0"7 THICKENED SLAB REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021 F.F.E. = SEE PLAN PIER = SEE PLAN -8" BELOW FFE UNO FOOTING, SEE SCHEDULE FOR SIZE AND REINFORCING APPROVED BEARING GRADE REFER TO PIER SCHEDULE FOR PIER SIZE AND REINFORCING COLUMN (SEE PLAN.) INFILL w/ CONCRETE BASE PLATE AND ANCHOR RODS REF SCHEDULE 1/2 " ISOLATION JOINT WITH EPOXY SEALANT (TYP) CONCRETE SLAB (TYP) REFER TO PLAN TOF = SEE PLAN 2"(3) SPA AT 2" #3 TIES AT 12" O/C EQ UNO EQ UNOREF PLANT3" CLR3" CLR GL COLD FORMED METAL STUDS (SEE ARCH.) FIRST FLOOR EL. (+) 0'-0" FOOTING EL. REFER TO PLAN SLAB ON GRADE (SEE PLAN.) BRICK (SEE ARCH.) #5 CONT. AT TOP OF WALL 3'-0" MIN. (SEE PLAN)1'-0"CAST IN PLACE FOUNDATION WALL CONT. FOOTING (2)-#5 CONT. PERIMETER DRAIN SYSTEM, COORD. W/ SITE PLAN REINFORCING (SEE SCHEDULE) INSULATION, SEE ARCH. GL 1'-3"2'-8"8"7" 1'-3" GL "SIM." 10" AT "SIM." OCCURS AT COL. LINES 3.9 AND E ONLY. F.F.E. = SEE PLAN FOOTING, SEE SCHEDULE FOR SIZE AND REINFORCING APPROVED BEARING GRADE CONCRETE SLAB (TYP.) REFER TO PLAN 1/2 " ISOLATION JOINT WITH EPOXY SEALANT (TYP) INFILL w/ CONCRETE AFTER SLAB IS CURED BASE PL. AND ANCHOR BOLTS (SEE DETAILS.) COLUMN (SEE PLAN.) B.O.F. = SEE PLAN TGL ROUND CAST-IN-PLACE PIER (SEE SCHEDULE) C.I.P. FOOTING (SEE SCHEDULE) DOWELS TO MATCH VERTS. GALV. BASEPLATE COLUMN (SEE PLAN) (4) 3/4" DIA. GALV. ANCHOR BOLTS 1'-6"1'-6"T.O.F. SEE PLAN T.O. PIER +2'-0" 5/16 (3) SPA. AT 2" #3 TIES AT 12" O/C 8"3"3"W10: 1-1/4"X16" DIA. BASE PLATE HSS: 3/4"X14" DIA. BASE PLATE LEVELING PL. AND GROUT PAD GL BP-1 BP-9/9A CJP1'-6"1'-6" 9/16 (4) 3/4" ANCHOR RODS 2'-5"2'-5" 6 1/2"6 1/2"2 1/2"2 1/2" 2 1/2"2 1/2"4"4"BP-1 GL GL GL GL 2'-4" 19"9"1'-6"BP-2 GL GL 1'-6" 9"9"1'-6"6 1/2"11 1/2"BP-3/3A THICKNESS = 2 1/4"THICKNESS = 2 1/4" THICKNESS AT BP-3 = 1" THICKNESS AT BP-3A = 1 1/2" GL GL 1'-4" 8"8"1'-4"6 1/2"9 1/2"BP-4/4A THICKNESS AT 4 = 3/4" THICKNESS AT 4A = 1 1/4"11 1/2"6 1/2"2" TYP. BP-5 THICKNESS = 2 1/4" GL GL 2'-4" 19"9"1'-6"6 1/2"11 1/2"2" TYP. BP-6 THICKNESS = 2 1/4"2'-5"2'-5" 6 1/2"6 1/2"2 1/2"2 1/2" 2 1/2"2 1/2"4"4"GL GL GL GL 2'-7" 22"9"1'-6"BP-7 THICKNESS = 2 1/4"11 1/2"6 1/2"2" TYP. BP-8 THICKNESS = 2 1/4" GL GL 2'-7" 22"9"1'-6"11 1/2"6 1/2"2" TYP. THICKNESS AT BP-9 = 1 1/2" THICKNESS AT BP-9A = 2" (12)-1 1/4" ANCHOR RODS, EMBED FULL DEPTH (SEE D/1 PIER DETAIL) 1/2" GUSSET PLATE (TYP) 3"x7" SHEAR LUG 12" LONG, EA. WAY TYP 6" (4)-3/4" ANCHOR RODS 2 1/4"x7 1/2" SHEAR LUG 16" LONG 1/2" GUSSET PLATE (4)-3/4" ANCHOR RODS CJP 1/4 (4)-3/4" ANCHOR RODS 1/4 CJP (4)-3/4" ANCHOR RODS 2 1/4"x7 1/2" SHEAR LUG 16" LONG 1/2" GUSSET PLATE (4)-1 1/4" ANCHOR RODS. EMBED FULL DEPTH (SEE PIER DETAIL) 1/2" GUSSET PLATE (TYP) 3"x7" SHEAR LUG 12" LONG, EA. WAY CJP (4)-3/4" ANCHOR RODS 2 1/4"x7 1/2" SHEAR LUG 16" LONG, EA. WAY 1/2" GUSSET PLATE (4)-3/4" ANCHOR RODS 2 1/4"x7 1/2" SHEAR LUG 16" LONG, EA. WAY 1/2" GUSSET PLATE CJP CJP 2" TYP CJP GL 2'-6" 10"20"1'-8"BP-10 THICKNESS = 2 1/4"10"10"(4)-3/4" ANCHOR RODS 2 1/4"x7 1/2" SHEAR LUG 16" LONG, EA. WAY 1/2" GUSSET PLATE GL 2" TYP BP-11 HSS 4X4 POST BASE THICKNESS = 5/8" INSTALL ALIGNED WITH CENTER OF CFMF WALL RUNNER TRACK 8" 3"10"5" TOP OF CONCRETE FOUND. WALL (2) 5/8" DIA. X 6" LONG HEAVY DUTY SCREW ANCHORS. ANCHOR RODS PLATE WASHER SIZE AND BASE PLATE HOLE DIAMETER SCHEDULE ANCHOR BOLT SEE SCHEDULE FOR SIZE 1/4" LEVELING PLATE -MATCH BASE PL. SIZE (OMIT AT BASE PLATES WITH SHEAR LUGS) FINISH END OF COLUMN AND BASE PLATE SURFACE ACCORDING TO AISC 360 M2.4 AND M4.4 REQUIREMENTS 3/4" NON-SHRINK GROUT - SEE SPECIFICATIONS BASE PLATE EMBEDMENT UNOA36 WASHER PLATE - (TYP.) WELD TO BASE PLATE NOTES: 1. PLATE WASHERS: ASTM A36, ROUND OR SQUARE 2. WELD WASHERS TO BASE PLATES WITH MIN FILLET WELD. 3. INCREASE EDGE DISTANCE FOR WASHER PLATE SIZE GREATER THAN 3 1/2" FOR WELD. 4. DIA WASHER PLATE HOLE = DIA ANCHOR ROD + 1/16" ANCHOR ROD DIAMETER MAXIMUM HOLE DIAMETER WASHER PLATE ROUND/SQUARE MINIMUM WASHER THICKNESS WASHER PLATE REFER TO TABLE BASE PLATE3/4" DIA...............1-1/4" DIA..................= 16"= FULL DEPTHWASHER PLATE DETAIL BASE PLATE HOLE DIA REFER TO TABLE 1/4" MIN(TYP)1-1/4"3"1/2"2-1/16" 3/4"2"1/4"1-5/16" DOUBLE NUT OR TACK WELD AT COLUMNS WITH SHEAR LUGS PROVIDE LEVELING NUT. NOTE THAT ADDITIONAL GROUT WILL BE REQUIRED. SEE DETAILS. GL 10'-6" 9'-0" 7'-6" 6'-6" 5'-6" 4'-6" 4" WALL 8" WALL WALL TYPES L3 1/2x 3 1/2x 5/16 (LLV) TYPICAL LINTEL SCHEDULE L4x 3 1/2x 5/16 (LLV) L5x 3 1/2x 5/16 (LLV) L6x 3 1/2x 5/16 (LLV) (2) - L3 1/2x 3 1/2x 5/16 (LLV) (2) - L4x 3 1/2x 5/16 (LLV) (2) - L5x 3 1/2x 5/16 (LLV) (2) - L6x 3 1/2x 5/16 (LLV) W8x10 + PL. 5/16"x 7 1/2" W8x15 + PL. 5/16"x 7 1/2" NOTES: MAXIMUM MASONRY OPENING 9) ALL COMPONENT PARTS OF EXTERIOR LINTELS SHALL BE HOT-DIP GALVANIZED AND PAINTED. 1) UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS, PROVIDE LINTELS FOR EXTERIOR MASONRY OPENINGS IN ACCORDANCE WITH THE SCHEDULE ABOVE. 2) PROVIDE 8" MIN. BEARING EACH END ONTO SOLID GROUTED CMU. 3) BLOCK WALLS SHALL BE GROUTED SOLID 3 COURSES BELOW BEARING x 24" LONG, MINIMUM. PROVIDE REINFORCING EACH SIDE OF DOOR OPENINGS AND GROUT FULL HEIGHT. REFER TO TYPICAL MASONRY WALL ELEVATION. 4) SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MASONRY OPENINGS NOT SHOWN. 5) ALL WF LINTELS SHALL HAVE 1/2" DIA. x 6" LONG STUD ANCHORS WELDED TO THEIR TOP FLANGE @ 16" O.C. WALL REINFORCING SHALL BE WELDED TO LINTEL AT SPACING INDICATED. GROUT REINFORCED CELLS. 6) INSTALL ANGLES WITH LONG LEG VERTICAL. 7)SEE DETAILS FOR OPENINGS GREATER THAN SHOWN. 8) FOLLOW B.I.A. RECOMMENDATIONS WHERE LINTELS INTERSECT VERTICAL RELIEF JOINTS. FIRST FLOOR EL. (+) 0'-0" FOOTING EL. REFER TO PLAN3'-0" MIN. (SEE PLAN)GL SEE 1/S501 FOR ADDITIONAL INFORMATION 2'-1" AT "SIM." 1'-3" TYP.2'-8"CONCRETE FOOTING (SEE SCHEDULE) CONCRETE PIER (SEE SCHEDULE) (3) SPA AT 2" BASE PLATE (SEE BASE PLATE DETAILS) STEEL COLUMN (SEE PLAN) 1/2 " ISOLATION JOINT WITH EPOXY SEALANT (TYP) INFILL WITH CONCRETE AFTER SLAB CURES 0'-8"INSIDE FACE OF WALL STUDS ALIGNS WITH GRIDLINE (SEE PLAN). EXCEPT AT "SIM" - INSIDE FACE OF STUD IS 10" FROM GRIDLINE. 1'-2 1/2"1'-6 1/2"1 3 1 /2 "8"3/8 1'-8 3/4"1'-4 3/4"8 "3/8 1/2" MIN. GUSSET PLATE 1/2" MIN. GUSSET PLATE BEAM FLANGE CONNECTION BEAM WEB CONNECTION BASE PLATE AND ANCHOR RODS (SEE BASE PLATE DETAILS) BASE PLATE AND ANCHOR RODS (SEE BASE PLATE DETAILS) FIRST FLOOR EL. (+) 0'-0" FOOTING EL. REFER TO PLAN3'-0" MIN. (SEE PLAN)GL SEE 1/S501 FOR ADDITIONAL INFORMATION 1'-3"2'-8"#4 TIES AT 4" O/C EXTEND ALL ANCHOR RODS TO BOTTOM LAYER OF FOOTING REINFORCMENT (EMBEDMENT = 8'-9") BASE PLATE (SEE BASE PLATE DETAILS) STEEL COLUMN (SEE PLAN) 1/2 " ISOLATION JOINT WITH EPOXY SEALANT (TYP) INFILL WITH CONCRETE AFTER SLAB CURES 1'-0"TOP OF PIER CONCRETE FOOTING (SEE SCHEDULE) 0'-7" 3'-0"X3'-0" CONCRETE PIER INSIDE FACE OF WALL STUDS ALIGNS WITH GRIDLINE (SEE PLAN). BASE PLATE W/ SHEAR LUGS (SEE BASE PLATE DETAILS)2"PROVIDE LEVELING NUTS AT ALL SHEAR LUG BASE PLATES BOX OUT TOP OF PIERS TO ALLOW FOR INSTALLATION OF SHEAR LUGS. GROUT AREA SOLID WITH NON-SHRINK GROUT FIRST FLOOR EL. (+) 0'-0" TOP OF PIER 1'-0"CONCRETE PIER (SEE SCHEDULE) *REINFORCING NOT SHOWN FOR CLARITY* 9/16 FOOTING EL. REFER TO PLAN CONCRETE FOOTING (SEE PLAN) DOWELS TO MATCH VERTS 8" CMU W/ #5 BARS AT 32" O/C (GROUT SOLID)STRUCTURAL FILL (SEE NOTES) STRUCTURAL FILL (SEE NOTES) 5" SLAB-ON-GRADE W/ #4 BARS AT 12" O/C (TOP) AND 6" O/C (BOT) #4 DOWELS AT 32" O/C 24" 24" CHAMFER EXPOSED SLAB CORNERS 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 phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:47:12 PMS501 DETAILS AND SECTIONS 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/4" = 1'-0"3 INTERIOR FOOTING WITH PIER 3/4" = 1'-0"1 FOUNDATION WALL W/ BRICK 3/4" = 1'-0"4 INTERIOR COLUMN FOOTING 3/4" = 1'-0"5 EXTERIOR FOOTING WITH PIER 3/4" = 1'-0"8 BASE PLATE DETAILS 3/4" = 1'-0"6 BASE PLATE ANCHOR BOLTS 12" = 1'-0"7 LOOSE LINTEL SCHEDULES 3/4" = 1'-0"2 COLUMN PIER W/ BRICK 3/4" = 1'-0"9 TYPCIAL GUSSET PLATE DETAILS 3/4" = 1'-0"11 PIERS AT D/1 AND A/1 3/4" = 1'-0"10 TYPCIAL SHEAR LUG DETAILS 3/4" = 1'-0"12 CMU STAIR LANDING REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021 BLOCK & STRAP FOR WALL STUDS CONTINUOUS STRAP EACH SIDE FASTEN AT EACH INTERSECTION w/ (1)-#10-16 SCREW. FASTEN AT EACH BLOCK with (3)-#10-16 SCREWS USE (2)-TRACKS SOLID BLOCKS AT 8'-0"C-C BETWEEN STRAPS, CUT FLANGES & BEND WEB TO FORM A 4" OVERLAP. USE (2)-#10-16 SCREWS, EACH SIDE PROVIDE BRIDGING AT 48" O/C 6"x11/4 54 MIL x 6"Lg. RUNNER TRACK, SCREW ATTACHED TO FULL HEIGHT STUD w/ (6)-#10-16 SCREWS & TO HEADER w/ (3)-#10-16 SCREWS EACH FLANGE FULL HEIGHT JAMB STUDS SEE ELEVATION FOR MEMBER SIZE & QUANTITY (JACK STUDS NOT SHOWN) (2)-UNPUNCHED STUDS SEE ELEVATION FOR MEMBER SIZES (1)-#10-16 SCREW TYP. EACH FLANGE (2)-2"x2"x16ga. CLIP ANGLES, ONE TOP & BOTTOM OF HEADER.1/2" LESS THAN STUD WIDTH, USE: (3)-#10-16 SCREWS ON EACH LEG AS SHOWN ABOVE. CRIPPLE STUDS ATTACH TOP & BOTTOM TRACK USING: (2)-#10-16 SCREWS AT 16"O.C. (2)-2"x2"x54 MIL. CLIP ANGLES, ONE TOP & BOTTOM OF HEADER. 1/2" LESS THAN STUD WIDTH, USE: (3)-#10-16 SCREWS ON EACH LEG AS SHOWN ABOVE. CRIPPLE STUDS JACK STUD(S) 1/2" 1/2" EQUIVALENT HEADER ATTACHMENT 1"1" 1 /2 "1 /2 " E Q U IV A L E N T 1 "1 "ALTERNATE BOX HEADER CONNECTION 6"x1 1/4 54 MIL x 6"Lg. RUNNER TRACK, SCREW ATTACHED TO FULL HEIGHT STUD WITH (6)-#10-16 SCREWS & TO HEADER WITH (3)-# 10-16 SCREWS EACH FLANGE FULL HEIGHT JAMB STUDS SEE ELEVATION FOR MEMBER SIZE & QUANTITY (2)-UNPUNCHED STUDS SEE ELEVATION FOR MEMBER SIZES (1)-#10-16 SCREW TYP. EACH FLANGE (2)-2"x2"x54 MIL. CLIP ANGLES, ONE TOP & BOTTOM OF HEADER. 1/2" LESS THAN STUD WIDTH, USE: (3)-#10-16 SCREWS ON EACH LEG AS SHOWN ABOVE. CRIPPLE STUDS ATTACH TOP & BOTTOM TRACK USING: (2)-#10-16 SCREWS AT 16"O.C.. 1/2" 1" 1/2" EQUIVALENT 1" HEADER ATTACHMENT POST BUILT-UP WITH TRACK EACH SIDE TRACK TRACK RUNNER ATTACH EACH SIDE STUD NOTE: FASTEN BUILT-UP MEMBERS TOGETHER AT 12" O.C. Max. (2)-JAMB ANCHORAGE TO STRUCTURAL WITH STUD STIFFENER 1"3"3"ATTACH TO SLAB USING: (4)-0.143" DIA. P.D.F.'s w/ 1 1/4" Min. EMBED., LOCATED AS SHOWN IN DETAILS SEE DETAILS FOR JAMB ASSEMBLY METHOD. TRACK RUNNER 6" Lg. SECTION OF STUD TO STIFFEN TRACK. USE (2)-#10-16 SCREWS ON BOTH SIDES. (1)-#10-16 SCREW AT EACH FLANGE TOPVIE W TOP VIEW O P E N IN G Min.SPACING(OPTION #1) JAMB STUDS WITH TRACK BLOCKS (OPTION #2) BACK TO BACK JAMB STUDS WITH TRACK COVER 68 MIL STUDS AT JOIST OR BEAM BEARING HEADERS, 54 MIL STUDS AT BEARING WALLS (U.N.O.), MATCH WALL STUDS OTHERWISE PROVIDE OPTION #2 AT JOIST OR BEAM BEARING HEADER LOCATIONS. PROVIDE 54-MIL TRACK AND FASTENERS FOR 100% COMPOSITE PROPERTIES PER NAS-2012 (2)-JAMB STUDS ATTACH JAMB MEMBERS USING 6" SECTION OF RUNNER TRACK, Min. USE (8)-#10-16 SCREWS AS SHOWN 24" O.C. Max.ATTACH JAMB STUD TO TRACK (NOT SHOWN) WITH (2)-# 10-16 SCREWS AT 16"O.C. (2)-JAMB STUDS CAP JAMB w/ TRACK FOR WINDOW ATTACHMENT. EXTEND 6" ABOVE HEADER AND 6" BELOW SILL CONN. PARTIAL-HEIGHT WALL BASE CONNECTION DIETRICH EASY CLIP T975 W/ 1/2" DIA. HILTI KWIK BOLT ANCHOR (TYP. AT SLAB ON GRADE) OR 1/2" DIA. THRU-BOLT AT ELEVATED SLAB SIMPSON H10 TIE-DOWN ANCHOR WITH 1/2" HILTI KWIK BOLT (SLAB ON GRADE) OR 1/2" THRU- BOLT (ELVATED SLAB) AT KNEE WALL ENDS 600S200-54 STUDS AT 16" O/C MAX, SEE PLAN FOR STUD DEPTH 600T200-68 TRACK TOP AND BOTTOM CONCRETE SLAB REFER TO PLAN DOUBLE STUD AT KNEE WALL END (2) BAYS OF SOLID BLOCKING AT 8' O.C. (VERT.) MAX. AT EACH END OF WALL TYPICAL STUDS. SEE SCHEDULE. SLIP TRACK (43 MIL MIN.), WIDTH AS REQUIRED W/ 3" MIN. LEGS (2) POWER ACTUATED FASTENERS TO DECK ABOVE AT EACH STUD BRIDGING PER DETAIL 1/S502 WITHIN 12" OF TOP OF STUD "1 1/2" MAX. BLOCKING END CONNECTION PER1/S500.2 NOTES: ALTERNATE 1 - PROVIDE CLARKDIETRICH MAXTRACK NON- STRUCTURAL 2 1/2" LEG SYSTEM OR EQUIVALENT. FASTEN TO DECK AS SHOWN. ALTERNATE 2 -PROVIDE CLARKDIETRICH FAST TOP CLIP (OR EQUIVALENT) AT EACH STUD IN LIEU OF SLIP TRACK. 12ga FRAMING ANGLE MIN. (3) POWDER ACTUATED FASTENERS (SEE NOTES) BRACES AT 48" o.c. (3) #12 SELF DRILLING SCREWS EACH END NON-BEARING WALL STUDS. SEE SCHEDULE. SEE ARCH. EX. SLAB ON DECK. (ORIENTATION VARIES) CEILING LINE SEE ARCH.+/ - 45°12ga FRAMING ANGLE MIN. (3) POWDER ACTUATED FASTENERS (SEE NOTES) BRACES AT 48" o.c. (3) #12 SELF DRILLING SCREWS EACH END NON-BEARING WALL STUDS. SEE SCHEDULE. SEE ARCH. EX. SLAB ON DECK. (ORIENTATION VARIES) CEILING LINE SEE ARCH.+/- 45°12ga FRAMING ANGLE ANCHORED TO TOP TRACK WITH (3) #12 SELF DRILLING SCREWS. FASTENER/CONNECTOR SCHEDULE SCREWS CONNECTOR METAL TRACK STUD-TO-STUD WOOD FRAMING or PLYWOOD SUBSTRATE #10-16 x 5/8" PAN HEAD DESCRIPTION BUILDEX "TEKS" COMPASS "DARTS" GRABBER SELF-DRILLING PRODUCT #10-16 x 5/8" HEX HEAD BUILDEX "TEKS" COMPASS "DARTS" GRABBER SELF-DRILLING METAL-TO- STRUCTURAL STEEL #12-24 x 11/4" HEX HEAD, #5 TIP BUILDEX "TEKS" HILTI KWIK-PRO #14-20 x 2 3/4" PHILLIPS FLAT HEAD, #4 WINGS BUILDEX "TEKS" HILTI KWIK-PRO CONCRETE or GROUTED C.M.U. P.D.F.'s (Powder Driven Fasteners)STRUCTURAL STEEL 0.143" DIA. (Min. Shank) 11/4" Embedment POWERS .300 HEAD DRIVE PAN HILTI 0.145" DIA. X-DNI 0.143" DIA. (Min. Shank) 5/8" (Min. Length) POWERS .300 HEAD DRIVE PAN HILTI X-DNI ** PRODUCTS BY OTHER MANUFACTURERS MAY BE ACCEPTABLE, PLEASE CONTACT OUR OFFICE OR SUBMIT PRODUCT DATA. COLD FORMED STUDS, BEYOND (SEE ARCH.) CL STEEL BEAM, SEE PLAN T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) MC6X18 EACH END OF WINDOW OPENING. PROVIDE VERT. SLIP CONN. TO BEAM. HSS6X4X1/2. MAY BE BROKEN BACK AT ANGLED STOREFRONT. THERMAL BREAK MATERIAL AT EACH CONNECTION (BASIS OF DESIGN: FABREEKA TIM) 3/4" A325 BOLTS AT 4'-0" O.C. MAX. GALV. L8X8X1/2 LINTEL, 1/2" SHORTER THAN OPENING, EA. END. ANCHOR MC6'S TO SLAB WITH (2) 3/8"X 5" HEAVY DUTY SCREW ANCHORS WITHIN CONT. BOTTOM TRACK. PROVIDE 1/2" THICK BASEPLATE. 1 1/2" MIN. PROVIDE BLOCKING AROUND OPENING PER ARCH. L3X3X1/4 KICKER TO SLAB AT EACH MC6 AND AT VERTEX IN HSS T.O. SLAB (SEE PLAN) NOTE: DETAIL APPLIES AT BRICK MASONRY OPENINGS GREATER THAN 7'-6", OR WHERE THE WALL CHANGES DIRECTION WITHIN THE OPENING. WT6X8 AT 4'-0" O.C. CL STEEL BEAM, SEE PLAN T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) (2) 3/4" A325 BOLTS AT EACH WT PROVIDE BLOCKING AROUND OPENING PER ARCH. (NOT SHOWN) L3X3X1/4 KICKER TO SLAB AT EACH WT NOTE: DETAIL APPLIES AT BRICK MASONRY OPENINGS GREATER THAN 7'-6", OR WHERE THE WALL CHANGES DIRECTION WITHIN THE OPENING. GALV. L8X8X1/2 LINTEL, 1/2" SHORTER THAN OPENING, EA. END. THERMAL BREAK MATERIAL AT EACH CONNECTION (BASIS OF DESIGN: FABREEKA TIM) SHEATHING -COORD. WITH ARCH. T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) CL SEE PLAN E.O.S. FIRE CAULK GAP (SEE ARCH) CONCRETE SLAB ON METAL DECK (SEE PLAN) SLAB EDGE REINFORCING (SEE SLAB EDGE DETAIL) 8" CMU W/ #5 BARS AT 48" O/C, DRILL AND GROUT INTO SLAB (EMBED 5") 8" CMU W/ #5 BARS AT 48" O/C STEEL BEAM (SEE PLAN) T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) CL SEE PLAN E.O.S. CONCRETE SLAB ON METAL DECK (SEE PLAN) SLAB EDGE REINFORCING (SEE SLAB EDGE DETAIL) STEEL BEAM (SEE PLAN) FIRE CAULK GAP (SEE ARCH) STEEL TO BE COATED IN INTUMESCENT PAINT. REFER TO ARCH FOR FIRE RATING REQUIREMENTS AND DETAILS 8" CMU W/ #5 BARS AT 48" O/C, DRILL AND GROUT INTO SLAB (EMBED 5") 8" CMU W/ #5 BARS AT 48" O/C T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) CL SEE PLAN E.O.S. SEE 14/S502 FOR ADDITIONAL INFORMATION FIRE CAULK GAP (SEE ARCH) SHAFT WALL (SEE ARCH) STEEL BEAM (SEE PLAN) 8" CMU W/ #5 BARS AT 48" O/C (WELD TO TOP OF BEAM) 3/8" CLOSURE PLATE CL 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 phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:47:12 PMS502 DETAILS AND SECTIONS 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/4" = 1'-0"1 BRIDGING DETAILS 3/4" = 1'-0"2 HEADER AND JAMB STUD 3/4" = 1'-0"3 BOX HEADER CONN. - ALT 3/4" = 1'-0"4 BUILT-UP POST 3/4" = 1'-0"5 DOOR JAMB ANCHORAGE 3/4" = 1'-0"6 TIED JAMB STUD 3/4" = 1'-0"7 KNEE WALL BASE CONNECTION 3/4" = 1'-0"8 TOP OF WALL - FULL HEIGHT PARTITION 3/4" = 1'-0"9 TOP OF CFMF WALL - ABOVE CEILING 3/4" = 1'-0"10 TOP OF CFMF WALL - BELOW CEILING 3/4" = 1'-0"11 FASTENER AND CONNECTOR SCHEDULE 3/4" = 1'-0"12 LONG SPAN OR BENT LINTEL 3/4" = 1'-0"13 LONG SPAN OR BENT LINTEL - HIGH WINDOW 3/4" = 1'-0"14 ELEVATOR SHAFT 1 3/4" = 1'-0"15 ELEVATOR SHAFT 2 3/4" = 1'-0"16 ELEVATOR SHAFT 3 REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021 ACOLD FORMED STUDS (SEE ARCH.) SLAB EDGE (SEE DETAILS.) SHEAR STUDS (SEE PLAN.) CL SEE PLAN E.O.S. STEEL BEAM (SEE PLAN.) 6-1/4" COMPOSITE SLAB (SEE PLAN.) T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) DECK DIRECTION VARIES AT "SIM". SLIP CONNECTION AT EACH STUD PROVIDE CURTAIN WALL ATTACHMENTS AS REQUIRED. (BY OTHERS, U.N.O.) POURSTOP SCHEDULE (t </= 7") 0" - 5" 1/4" BENT PL. 12 GA. 14 GA. 16 GA. 5" - 7" 7" - 9" 9" - 14" 14" - 17" 5/16" BENT PL. " L " POURSTOP GAGE FOR DIM. "L" -SEE SCHEDULE BELOW FOR DIM. "L" -SEE SCHEDULE BELOW #3 BARS, 3'-0" EXT., WITH STANDARD HOOKS, AT16" O.C. (REQUIRED WHERE "L" IS GREATER THAN 4"). #3 BARS x 3'-0" EXT., w/ STANDARD HOOKS, @ 9" O.C. (REQUIRED WHERE "L" IS GREATER THAN 12") CONCRETE SLAB METAL DECK WIDE FLANGE BEAM SEE PLAN FOR SIZE POUR STOP -SEE SCHEDULE BELOW #3 BARS, 3'-0" EXT., WITH STANDARD HOOKS, @ 16" O.C. (REQUIRED WHERE "L" IS GREATER THAN 4"). #3 BARS x 3'-0" EXT., w/ STANDARD HOOKS, @ 9" O.C. (REQUIRED WHERE "L" IS GREATER THAN 12") CONCRETE SLAB METAL DECK WIDE FLANGE BEAM SEE PLAN FOR SIZE CELL CLOSURE AND POUR STOP DECK PARALLEL TO SLAB EDGE DECK PERPENDICULAR TO SLAB EDGE NOTE: NOTE: "L" IS TYPICALLY 1" FOR INTERIOR MECHANICAL SHAFTS (UNLESS NOTED OTHERWISE ON PLAN) NOTE: "L" IS TYPICALLY 1" FOR INTERIOR MECHANICAL SHAFTS (UNLESS NOTED OTHERWISE ON PLAN) SEE PLAN FOR SHEAR STUDS 17" - 18" 3/8" BENT PL. EXT.SEE PLANS EXT.SEE PLANS 1" (TYP) EDGE OF OPENING NOTE: USE L3X3X1/4 FRAMING WHERE WF SIZES ARE NOT SHOWNPROVIDE 2 -#4 BARS ALONG EACH SIDE OF OPENING. EXTEND BARS 24" BEYOND LIMITS OF OPENING PROVIDE 1 -#4 BAR x 3'-0" LONG DIAG. @ EACH CORNER OF OPENING (TYP.) L4x3 1/2X5/16 (LLH) END CLIPS X 4" LG.SEE ARCH. OR MECHDWGS. FOR SIZEWF BEAM SLAB OPENINGS GREATER THAN 12" x 12" SLAB OPENINGS 12" x 12" OR LESS OPENINGS GREATER THAN 24" x 24" SHALL BE REINFORCED WITH THE ANGLE FRAME INDICATED IN "TYPICAL DETAIL AT FRAMED SLAB OPENINGS" SEE ARCH. AND/OR MECH. DWGS. FOR EXACT NUMBER,SIZE & LOCATION OF ALL SLAB OPENINGS. THIS DETAIL APPLIES TO ALL SLAB OPENINGS GREATER THAN 24" x24". TYPICAL DETAIL AT FRAMED SLAB OPENINGS NOTE: ALL OPENINGS SHALL BE FORMED BY CONSTRUCTION OF A SLEEVE OR "BOX-OUT" SET DIRECTLY ON THE METAL DECK. UNDER NO CIRCUMSTANCES SHALL THE METAL DECK BE CUT UNTIL THE CONCRETE HAS BEEN IN PLACE FOR A MINIMUM OF THREE DAYS. THESE REQUIREMENTS ARE TYPICAL FOR ALL OPENINGS, REGARDLESS OF SIZE. DWGS. FOR SIZES SEE ARCH. OR MECH. L3X3X1/4 L3X3X1/4L3X3X1/4L3X3X1/4 NOTE: NO REINFORCEMENT REQUIRED WHERE "L" IS 6" OR LESS, IN DIRECTION PERPENDICULAR TO DECK. CONCRETE STOP RQD. @ OPENINGS. REFER TO TYPICAL DETAILS FOR CONCRETE DECK REINFORCING. 68 MIL SHEET 6" MIN. (TYP.)13" MAX13" MAX L 1/8"1-4 1/8 2 1/2 EA. RIB 1'-0" MAX. OPENING C4x5.4, TOE UP, (EACH SIDE) NOTE: POUR STOP REQUIRED AT ALL OPENINGS. REFER TO TYPICAL DETAIL FOR REINFORCING. FOR OPENINGS GREATER THAN 1'-0" x 2'-0" MAX. REFER TO TYPICAL DETAIL. 2'-0" MAX. OPENING 24" MIN. (TYP.) 1/8 0'-1" EA. RIBL3X3X1/4 @ L<4'-0"L5X3X1/4 @ L<6'-0"LBEAM, SEE PLAN (TYP.) COLUMN, SEE PLAN ROOF DRAIN / SANITARY, REFER TO MECHANICAL DWGS. EDGE OF DECK BENT PL., REFER TO SCHEDULE CMU, REFER TO ARCHITECTURAL SEAT ANGLE (TYP.) L3X3X5/16 -WELDED TO FACE OF COLUMN OR TOE OF FLANGES COLUMN REFER TO PLAN EDGE OF DECK, REFER TO SCHEDULE BEAM REFER TO PLAN L2 1/2X2 1/2X1/4" (TYP.) BETWEEN BEAMS BEAM REFER TO PLAN L2 1/2X2 1/2X1/4 WELDED TO EDGE OF BEAM FLANGE FACE OF COLUMN 1/4" BENT PLATE L3X3X1/4" - WELDED TO FACE OF COLUMN OR TOE OF FLANGE SPECIAL DETAIL @ MOMENT CONNECTIONS A 12ga BENT PL., LAP 3" WITH MAIN POUR STOP #5 REBAR, 3'-0" LG. 12ga BENT PL., LAP 3" WITH MAIN POUR STOP 12ga PL., CUT TO FIT COL. 0'-3"0'-3" #5 REBAR, 3'-0" LG. 0'-3"0'-3" FLOOR BEAM (SEE PLAN) #4 X 6'-0" AT 16" O.C. OVER FLOOR GIRDERS FLOOR GIRDER (SEE PLAN FOR LOCATION) (2)-#5x6'-0" LONG EACH SIDE OF COLUMN @ MID-DEPTH OF SLAB SHEAR STUDS (TYP). BREAK METAL DECK OVER GIRDER AS REQUIRED TO INSTALL STUDS #4 AT 16" o/c, 6'-0" LG. OVER GIRDERS WWF, SEE PLAN GALV. COMPOSITE DECK, SEE PLAN STEEL FABRICATOR NOTE: PROVIDE DOUBLE ANGLE SHEAR CONNECTIONS OR EXTENDED SHEAR TAB CONNECTIONS AS INDICATED IN TYPICAL DETAILS. BEAM SEE PLAN CONCRETE SLAB, SEE PLAN 3/4" COVER ADD #4 @ 12" O.C. DOWEL x 4'-0" LONG FORMED BULKHEAD CONSTRUCTION JOINTS SHALL BE PLACED AT ONE THIRD OF THE DISTANCE BETWEEN BEAMS WHEN PARALLEL TO BEAMS AND AT ONE THIRD THE SPAN LENGTH WHEN PERPENDICULAR TO THE BEAM. SAW-CUT JOINTS ARE PROHIBITED. 2`-0"2`-0" 3/4" DIA STUDS PROVIDE PAIRS AS RQD., SEE NOTE 3/4" DIA. STUD, WELD PER AWS RQMTS. NOTE: NUMBER OF EQUALLY SPACED STUDS NOTED [NN] ON PLANS. PLACE STUD IN EACH RIB OF DECK AT EQ. SPA. IF # STUDS > # RIBS, ADD EQ. NUMBER OF STUDS AT EACH END IN PAIRS TO ACHIEVE TOTAL BREAK DECK AS REQUIRED GIRDER BEAM ELEVATION 1" CLEAR 3/4" DIA. STUDS PROVIDE PAIRS AS RQD. SEE NOTE COLD FORMED STUDS OR CURTAIN WALL WINDOW SYSTEM (SEE ARCH.) CLOSURE PLATE. SEE DETAILS. CL STEEL BEAM (SEE PLAN.) 6-1/4" COMPOSITE SLAB (SEE PLAN.) T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) PROVIDE SLIP CONNECTION AT TOP OF STUDS. COLD FORMED STUDS (SEE ARCH.) SLIP CONNECTION AT EACH STUD SLAB EDGE (SEE DETAILS.) SHEAR STUDS (SEE PLAN.) CL SEE PLAN E.O.S. STEEL BEAM (SEE PLAN.) 6-1/4" COMPOSITE SLAB (SEE PLAN.) T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) DECK DIRECTION VARIES AT "SIM". BUILD-OUT EDGE PER ARCH. PROVIDE CURTAIN WALL ATTACHMENTS AS REQUIRED. (BY OTHERS, U.N.O.) SEE S503 FOR ADDITIONAL INFORMATION 5/16" MIN. SLAB EDGE CL SEE PLAN E.O.S. 6-1/4" COMPOSITE SLAB (SEE PLAN.) T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) DECK DIRECTION VARIES AT "SIM". 1/2" DIA. x 8" LONG HEADED STUDS AT 8" O.C. #3, 6'-0" EXT. WITH STD-HOOK AT 8" O.C. TIED TO HEADED STUDS THERMALLY BROKEN (BASIS OF DESIGN FABREEKA TIM), GALV. CURTAIN WALL SUPPORT ANGLE. COORDINATE WITH CURTAIN WALL REQUIREMENTS. ASSUME L5X5X3/8 MIN. PROVIDE POST-INSTALLED ANCHORS AT 8" O.C. LOCATED BETWEEN HEADED STUDS SECOND FLOOR T.O.S. 113'-5 3/4" HALFEN ADJUSTABLE BRICK SUPPORT SYSTEM AND CONCEALED LINTEL (BY OTHERS) THERMAL BREAK MATERIAL (BASIS OF DESIGN "FABREEKA TIM"), 1/2" THICKNESS ASSUMED OPENING TO BE SHORED UNTIL MORTAR IS CURED AND SHORING REMOVAL APPROVED BY LINTEL SUPPLIER. HSS BRICK SUPPORT. SEE PLAN WT9X17.5 AT 6'-0" O.C. MAX. TYP. CFMF WALL STUDS. PROVIDE TOP SLIP CONN. SEE DETAILS. (BEYOND) FLOOR SLAB. SEE PLAN. STOREFRONT OR SECOND COURSE OF BRICK. SEE ARCH. PER ARCH. C6X8.2 AT EACH WT L3x3x1/4 KICKER AT EA. C6 W/ 1/4" GUSSET CL BEAM. SEE PLAN. BLOCKING AND SEALANT. SEE ARCH. NOTE: WHERE HSS PASSES COLUMN, LOWER KICKER TO BE HORIZONTALLY CONNECTED TO COLUMN 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 phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:47:13 PMS503 DETAILS AND SECTIONS 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/4" = 1'-0"1 TYP. PERIMETER SECTION 3/4" = 1'-0"16 SLAB EDGE DETAILS 3/4" = 1'-0"5 CONCRETE DECK OPENING FRAME 3/4" = 1'-0"6 FLOOR DECK OPENING - 13" SQ. MAX 3/4" = 1'-0"7 TYPICAL FLOOR DECK OPENING - 2'-0" MAX 3/4" = 1'-0"8 DECK SUPPORT AT COLUMNS 3/4" = 1'-0"9 DECK SUPPORT AT CORNER COLUMNS 3/4" = 1'-0"10 DECK SUPPORT AT PERIMETER COLUMNS 3/4" = 1'-0"11 TYPICAL SLAB REINFORCING AT COLUMNS 3/4" = 1'-0"12 FLOOR BEAM TO GIRDER CONNECTION 3/4" = 1'-0"13 CONSTR. JOINT - SLAB ON METAL DECK 1" = 1'-0"14 STUDS ON BEAMS / GIRDERS 3/4" = 1'-0"15 SECTION AT WRAP 3/4" = 1'-0"3 EDGE DETAIL - LOW CLEARANCE 3/4" = 1'-0"4 SLAB EDGE AT CURTAIN WALL SUPPORT 3/4" = 1'-0"2 HSS BRICK SUPPORT REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021 A A A MOMENT CONNECTION TO FLANGE TOP OF COLUMN WF COLUMN, SEE PLAN BEAM SEE PLAN BEAMS FRAMING FROM OTHER SIDES NOT SHOWN (N) SC BOLTS TOP AND BOTTOM FLANGE STIFFENER PLATE WELDED 3 SIDES (TYP.) MATCH FLANGE PLATE THICKNESS EXTENDED PLATE SHEAR CONNECTION TYPICAL WELDED FLANGE PLATE BEAM SEE PLAN (N) SC BOLTS TOP AND BOTTOM FLANGE BEAM SEE PLAN WELDED FLANGE PLATE BEAM-SEE PLAN FOR SIZE STANDARD SHEAR CONNECTION TYPICAL BEAMS FRAMING FROM OTHER SIDE NOT SHOWN (N) SC BOLTS TOP AND BOTTOM FLANGE STIFFENER PLATE WELDED 3 SIDES (TYP.) MATCH FLANGE PLATE THICKNESS WF COLUMN SEE PLAN (N) SC BOLTS TOP AND BOTTOM FLANGE (N) SC BOLTS TOP AND BOT. FLANGE EXTENDED PLATE SHEAR CONN. BEAM FRAMING FROM OTHER SIDE NOT SHOWN (N) SC BOLTS TYP. TOP AND BOTTOM FLANGE EXTENDED PLATE SHEAR CONN. (TYP.) WELDED FLANGE PLATE BEAM SEE PLAN WF COLUMN SEE PLAN SECTION A X CJP AS NOTED X CJP AS NOTED X CJP AS NOTED MOMENT CONNECTION TO FLANGE INTERMEDIATE BEAM MOMENT (K-FT)NPLATE (t) (IN) NOTES: 1. N = ROWS OF (2) 7/8" DIAMETER A490 SLIP CRITICAL (SC) BOLTS U.N.O. 2. PLATE WIDTH TO MATCH COLUMN WIDTH 3. CJP = COMPLETE JOINT PENETRATION WELD TYPE TC-U4a 4. FLANGE STIFFENER: Y = PROVIDE STIFFENER, N = NOT REQUIRED 5. WEB STIFFENER: PLATE R" THICK X Y" EXTENSION (N = NOT REQUIRED), Z = R, 2S = PROVIDE ON TWO SIDES OF WEB WELD (X) FLANGE STIFFENER MOMENT CONNECTION TO WEB WEB STIFF. R X Y WF COLUMN, SEE PLAN BEAM SEE PLAN FLANGE STIFFENER WEB STIFFENER, R" THICK (2S) TWO SIDES AS NOTED WELDED FLANGE PLATE BEAM SEE PLAN Z Y" TOP AND BOTTOMt t WEB STIFFENER WEB STIFFENER, R" THICK (2S) TWO SIDES AS NOTED W14X38 125 3/4"3/8"3 Y N W10 62 3/4"1/4"2 Y N W8 48 3/4"1/4"2 Y N W12X40 139 3/4"3/8"5 Y N W12X58 240 1"CJP 8 Y N W24X68 W24X62 71 3/4"5/16"3 N N W24X84 517 1"CJP 8 N N W18 398 3/4"3/8"8 N N W33 23 1/2"1/4"2 N N 25 1/2"1/4"2 N NW12X26 STANDARD SHEAR CONNECTION NUMBER OF BOLTS SHALL BE DESIGNED USING BEAM UNIFORM LOAD CAPACITIES, UNLESS BEAM REACTION IS NOTED. 3/4"DIA. A325 BOLTS, LARGER DIA. MAY BE REQ. (TYPICAL) REFER TO PLAN FOR BEAM SIZE STANDARD SHEAR CONNECTION REFER TO PLAN FOR BEAM SIZE 3/4" DIA. A325 BOLT PAIRS TO MATCH FLANGE STRENGTH WELD OPTIONAL CONTINUOUS CONNECTION SIMPLE CONNECTION PLATE =FLANGE WIDTH + 1" FLANGE THICKNESS + 1/8" PLATE =FLANGE WIDTH -1" FLANGE THICKNESS + 1/4" PL. ASTM A572 Gr.50 (TYP.) EXTENDED ENDPLATE SHEAR CONNECTION AT CONTRACTOR'S OPTION. BOLTS SHALL CARRY 100% OF ECCENTRIC MOMENT L BOLTS IN STD. HOLES EXTENDED SINGLE PLATE SHEAR CONNECTION OR DOUBLE ANGLE AT WEB REFER TO PLAN FOR BEAM SIZE 3/4" DIA. A325 BOLTS LARGER DIAMETER MAY BE REQUIRED WIDE FLANGE OR HSS COLUMN (REFER TO COLUMN SCHEDULE) STANDARD DOUBLE ANGLE SHEAR CONNECTION. DESIGN WITH BEAM UNIFORM LOAD CAPACITIES, UNLESS BEAM REACTIONS NOTED SEAL WELD CAP PLATE HSS COLUMN, REFER TO PLAN5/8" CAP PLATE CL 1/2" STIFFENER PLATE EA. SIDE OF BEAM WEB REFER TO PLAN FOR BEAM SIZE (4)-3/4" DIA. A325 BOLTS COLUMN, REFER TO PLAN 1" CAP PLATE CL (N) ROWS SC BOLTS TOP AND BOTTOM FLANGE DBL ANGLE OR EXTENDED PLATE SHEAR CONN. BEAM FRAMING FROM OTHER SIDE NOT SHOWN (N) ROWS BOLTS TOP AND BOTTOM FLANGE DBL ANGLE OR EXTENDED PLATE SHEAR CONN. (TYP.) WELDED FLANGE PLATE BEAM SEE PLAN HSS COLUMN SEE PLAN SECTION A 1/4" BEAM MOMENT (K-FT)NPLATE (t) (IN) NOTES: 1. N = ROWS OF (2) 3/4" DIAMETER A325 PRETENSIONED BOLTS U.N.O. 2. PLATE TO BE 50 KSI STEEL U.N.O. 3. EXTENDED SHEAR CONNECTION DESIGNED BY FABRICATOR'S ENGINEER MAY BE PROVIDED IN LIEU OF DBL ANGLE SHEAR CONNECTION. WELD (X) MOMENT CONNECTION TO HSS t CLIP CORNER AT 90 DEG. CONN. DOUBLE MOMENT CONNECTIONS: TIGHTEN BOLTS IN BOTTOM FLANGES AFTER DEAD LOADS APPLIED (TYP.) CJP TO COLUMN AT MOMENT CONNECTIONS t W8X28 35 1/2 1/4 3 W10X33 61 1/2 3 W12X58 133 3/4 4 W14X38 75 3/4 3 2" MIN. 6" MIN. 1/4 1/4 1/4 2" MIN. BEAM PER PLAN DOUBLE ANGLE SHEAR CONNECTION: CONNECTION DEPTH = BEAM "T" DIMENSION WITH 3/4" A325-N CJP TYP. 3 SIDES FOR OPENINGS 2'-0" SQUARE MAX SPAN OF DECK FOR OPENINGS 2'-0" TO 6'-0" SQ. MAXREFER TOPLANCL BEAM L4x4x1/4L4x4x1/4SPAN OF DECK L4x4x1/4 L4x4x1/4 L4x4x3/8L4x4x3/8 L4x4x3/8 L4x4x3/8SEAT ANGLE L4x4x3/8 x 6" CL BEAM NOTES: 1. COORDINATE EXACT OPENING SIZE AND LOCATION WITH ACTUAL EQUIPMENT USED AND WITH ARCHITECTURAL AND M.E.P. DRAWINGS. A B 2'-0" MAX 2'-0" MAX6'-0" MAX 6'-0" MAX 6'-0" MAXCOORD. WITH MECH.MAX. 4'-0"STEEL DECK ROOF BEAM, SEE PLAN THERMALLY BROKEN SPLICE (BASIS OF DESIGN: FABREEKA TIM) PIPE 4STD AT 12'-0" MAX. 1/2" STIFFENER PLATE AT EA. POST, EACH WAY W8X18 MECHANICAL UNIT SUPPORT RAIL *NOTE: ALL EXTERIOR EXPOSED STEEL TO BE HOT-DIP GALVANIZED 3/16 3/16 PROVIDE ADDITIONAL INTERMEDIATE SUPPORTS AS REQUIRED BY UNITS TO BE INSTALLED. MIN. SIZE L4X4X5/16. (NOT SHOWN)0'-10"0'-10" L3X3X1/4 KICKER AT EA. BRACE W/ 1/4" GUSSET (OMIT AT GRIDLINES "A" AND "D")BEAM, SEE PLAN PIPE 4" STD. AT 12' o.c. MAX COLD FORMED FRAMING BY OTHERS AT 24" O.C. MAX. SEE ARCH FOR PROFILES. MAY BE SITE-BUILT OR PRE-FAB TRUSSES. CLAD PER ARCH. THERMALLY BROKEN SPLICE (BASIS OF DESIGN: FABREEKA TIM) LOCATE IN APPROX. CENTER OF INSULATION. T.O. STEEL (VARIES - SEE PLAN) T.O. PARAPET (VARIES - SEE ARCH.) BEARING ELEV. (CONSTANT, SEE ARCH.) PIPE 4" STD. AT 12' o.c. MAX HSS6X6X5/16, CONT. PROVIDE ACCESS PANELS AS REQURIED FOR FALL PROTECTION ATTACHMENT POINTS. PROVIDE ATTACHEMENT LUG DIRECTLY WELDED TO HSS. OR ATTACH AROUND HORIZ HSS. STEEL FRAMING. SEE PLAN. MIN. 5'-0" COORDINATE WITH PROVIDE HURRICANE TIES AT EACH BEARING POINT. FIRE RETARDANT TREATED WOOD SHEATHING (1/2" PERFORMANCE CATEGORY). FASTEN TO COLD- FORMED FRAMING WITH COMPATIBLE FASTENERS AT 4" O.C. (EDGE) AND 12" O.C. FIELD. ROOF MEMBRANE, SEE ARCH. COLD-FORMED EXTERIOR WALL FRAMING AND/OR CURTAIN WALL SYSTEM PROVIDE DEFLECTION CLIP TO BEAM AT EACH STUD .2" TYP.L3X3X1/4 KICKER AT EA. BRACE W/ 1/4" GUSSET (OMIT AT GRIDLINES "A" AND "D") BEAM, SEE PLAN PIPE 4" STD. AT 12' o.c. MAX COLD FORMED FRAMING BY OTHERS AT 24" O.C. MAX. SEE ARCH FOR PROFILES. MAY BE SITE-BUILT OR PRE-FAB TRUSSES. CLAD PER ARCH. THERMALLY BROKEN SPLICE (BASIS OF DESIGN: FABREEKA TIM) LOCATE IN APPROX. CENTER OF INSULATION. T.O. STEEL (VARIES - SEE PLAN) T.O. PARAPET (VARIES - SEE ARCH.) BEARING ELEV. (CONSTANT, SEE ARCH.) PIPE 4" STD. AT 12' o.c. MAX HSS6X6X5/16, CONT. PROVIDE ACCESS PANELS AS REQURIED FOR FALL PROTECTION ATTACHMENT POINTS. PROVIDE ATTACHEMENT LUG DIRECTLY WELDED TO HSS. OR ATTACH AROUND HORIZ HSS. STEEL FRAMING. SEE PLAN. MIN. 5'-0" COORDINATE WITH PROVIDE HURRICANE TIES AT EACH BEARING POINT. FIRE RETARDANT TREATED WOOD SHEATHING (1/2" PERFORMANCE CATEGORY). FASTEN TO COLD- FORMED FRAMING WITH COMPATIBLE FASTENERS AT 4" O.C. (EDGE) AND 12" O.C. FIELD. ROOF MEMBRANE, SEE ARCH. COLD-FORMED EXTERIOR WALL FRAMING AND/OR CURTAIN WALL SYSTEM PROVIDE DEFLECTION CLIP TO BEAM AT EACH STUD . TOP MOUNT JOIST HANGER AT EACH JOIST 8" X 54 MIL MIN. CFMF ROOF JOISTS AT 24" O.C. MAX. INFILL CFMF MIN. (1) LAYER FIRE RETARDANT SHEATHING (3/4" PERFORMANCE CATEGORY) FASTEN TO COLD-FORMED FRAMING WITH COMPATIBLE FASTENERS AT 4" O.C. (EDGE) AND 12" O.C. FIELD. MAKE UP ELEV. WITH ADDITIONAL LAYERS OR HAT CHANNELS TO PRODUCE SURFACE FLUSH WITH TOP OF DECK. 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 phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:47:16 PMS504 DETAILS AND SECTIONS 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/4" = 1'-0"5 TYPICAL MOMENT CONNECTIONS AT W-COL. 3/4" = 1'-0"1 BEAM TO BEAM CONN. 3/4" = 1'-0"2 BEAM TO COLUMN CONNECTION 3/4" = 1'-0"3 BEAM OVER COLUMN CONNECTION 3/4" = 1'-0"4 TYPICAL MOMENT CONNECTIONS AT HSS 3/4" = 1'-0"6 FR MOMENT SPLICE 3/4" = 1'-0"7 TYPICAL FRAMING AT OPENINGS 3/4" = 1'-0"8 MECHANICAL UNIT RAILS 3/4" = 1'-0"9 PARAPET FRAMING - BEAMS PARALLEL 3/4" = 1'-0"10 PARAPET FRAMING - BEAMS PARALLEL AT GRID 1 REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021 FIRST FLOOR 100'-0" SECOND FLOOR T.O.S. 113'-5 3/4" THIRD FLOOR T.O.S. 127'-11 3/4" ROOF T.O.S. SLOPES, SEE PLAN COLUMN LOCATIONS A-1 A-2 A-3 A-4 B-1 B-2 B-3 B-4 B-5 B.3-6 B.5-1 C-1 C-2 C-3 C-4 C-5 C-5.5 D-1 D-2 D-2.7 D-3 D-3.9 D.3-3.8 E.1-3.9 E-F E-3.9W10X49W10X68W10X49W10X112W10X68W10X77W10X68W10X68 COLUMN LOCATIONS FOURTH FLOOR T.O.S. 143'-5 3/4" FIFTH FLOOR T.O.S.157'-5 3/4" LOW ROOF T.O.S.124'-6" T.O.F.96'-0" FIRST FLOOR 100'-0" SECOND FLOOR T.O.S. 113'-5 3/4" THIRD FLOOR T.O.S. 127'-11 3/4" ROOF T.O.S. SLOPES, SEE PLAN FOURTH FLOOR T.O.S. 143'-5 3/4" FIFTH FLOOR T.O.S.157'-5 3/4" LOW ROOF T.O.S.124'-6" T.O.F.96'-0" A.5-5W10X49 W10X77HSS8X8X5/8HSS6X6X5/8W10X88W12X210W12X136W10X77W10X54W10X33W10X45W10X60W10X49W10X45W10X112HSS7X7X5/8HSS6X6X1/2W10X33HSS6X6X1/2W10X68T.O. PIER - SHEAR LUG T.O. PIER - STANDARD 99'-4" 99'-0" FIRST/GROUND F.F.E. 100'-0" SECOND FLOOR T.O.S. 113'-5 3/4" ROOF T.O.S. 172'-10 3/8" THIRD FLOOR T.O.S. 127'-11 3/4" FOURTH FLOOR T.O.S. 143'-5 3/4" FIFTH FLOOR T.O.S. 157'-5 3/4" VARIES S501 9S501 9 SEE S101 FOR BRACE SIZES SEE S102 FOR BRACE SIZES SEE S103 FOR BRACE SIZES SEE S104 FOR BRACE SIZES SEE S105 FOR BRACE SIZES S506 2 S506 2 S506 2 S506 2 S506 2 S506 3 S506 3 OPP. HAND S506 3 S506 3 OPP. HAND S506 3 S506 3 OPP. HAND S506 3 S506 3 OPP. HAND 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 phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:47:17 PMS505 COLUMN SCHEDULE & BRACED FRAME ELEVATION 02/05/2021 2018089 NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0" STEEL COLUMN SCHEDULE 1/4" = 1'-0" TYPICAL BRACE ELEVATION REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021 ROOF T.O.S. 172'-10 3/8" ROOF T.O.S. 172'-10 3/8" 1 MEP Roof 175' -9 25/64" MEP PENTHOUSE 183' -4"PENTHOUSE FRAMING PLAN 182'-9" PENTHOUSE FRAMING PLAN 182'-9" ROOF JOISTS. SEE PLAN. AT GRIDLINE 1, BEAR JOISTS ON CFMF WALL. AT OPP. END, PROVIDE JOIST HANGERS. 1/2" MIN. WOOD STRUCTURAL PANEL. SEE NOTES. SEE ARCH. CANTILEVERED STEEL BEAMS. MOMENT CONNECT THRU COLUMNS. SEE PLAN. SEE DETAILS. SEE NOTES ROOF DECK. SEE PLAN. SEE NOTES. COLD FORMED METAL FRAMING AT 24" O.C. MAX. SEE ARCH FOR FINISHED PROFILE. SEE NOTES. RIGIDLY CONNECT CFMF TO STRUCTURAL STEEL AS REQUIRED TO PRODUCE ARCH. REQUIRED SHAPE. THERMALLY BROKEN MOMENT SPLICE CFMF WALL. NOTE - WALL IS NOT ALIGNED WITH COLUMN ON SOUTH SIDE OF ENCLOSURE STEEL COLUMN. SEE PLAN ROOF BEAM. SEE PLAN. SEE DETAILS FOR MOMENT CONNECTIONS. CONDITIONED SPACE UNCONDITIONED SPACE POST BASES WELDED OR BOLTED TO TOP FLANGE OF BEAMS. CURTAIN WALL CAPTURE BRACKETS (BY OTHERS) ROOF DECK. SEE PLAN. SEE NOTES. 0.17:12 -1'-7" -1'-8 5/8" CFMF KNEE WALL (SEE ARCH.) TYP 4 PLACES TYP 4 PLACES HSS BRACE (SEE PLAN) HSS BRACE (SEE PLAN) 1/2" MIN. GUSSET PLATE STEEL BEAM (SEE PLAN)WORK POINT CL STEEL BEAM (SEE PLAN) CONCRETE SLAB ON METAL DECK (SEE PLAN) HSS BRACE (SEE PLAN) STEEL COLUMN (SEE PLAN) 1/2" MIN. GUSSET PLATE WORK POINT T.O. SLAB (SEE PLAN) T.O. STEEL (SEE PLAN) CL 6 1/4" COMPOSITE SLAB (SEE PLAN) B.O. SUPPORT COORD. W/ MNFR2'-3 3/4"3/8" DIA. HANGER RODS AT 30" O/C BY MNFR (COORD W/ DOOR MNFR FOR HOLE LOCATIONS) W10X33 STEEL BEAM (SEE PLAN)1'-9"1 1/2"9"1 1/2"1 1/2"1 1/2"6 1/2"5"6 1/2"12" W10X112 COLUMN. SEE PLAN 1 1/4" THICK COLUMN BASE AND CAP PLATES. SEE SECTION. STRUCTURAL THERMAL BREAK MATERIAL (BASIS OF DESIGN FABREEKA TIM). ALIGN TOP OF THERMAL BREAK WITH TOP OF INSULATION. SEE ARCH. (8) 3/4" DIA. A325, THERMALLY ISOLATED BOLTS. EXTERIOR FINISH ASSEMBLY WITH INSULATION. SEE ARCH. HSS6X6 COLUMN. SEE PLAN 3/4" THICK COLUMN BASE AND CAP PLATES. SEE SECTION. (4) 3/4" DIA. A325, THERMALLY ISOLATED BOLTS.1 1/2"1 1/2"9"1 1/2" 12" SECTION - HSS6X6SECTION - W10 CL COLD-FORMED METAL STUDS. SEE NOTES, SEE ARCH. ROOF MEMBRANE. SEE ARCH. ROOF DECK. SEE PLAN INSULATION. SEE ARCH. 5/16" BENT PLATE STEEL BEAM. SEE PLAN DEFLECTION CONNECTION AT EACH STUD INSULATION AND BRICK. SEE ARCH. NOTE: AT "SIM." DECK RUNS OPPOSITE DIRECTION VARIES. SEE ARCH. 1/4" CLEAR ROOF DECK (SEE PLAN) ROOFING MEMBRANE (SEE ARCH) 8" CMU W/ #5 BARS AT 48" O/C 1/4" BENT PLATE W/ VERT. SLOTTED HOLES. FASTEN TO UNDERSIDE OF ROOF DECK 3/8" DIA. MASONRY SCREW ANCHOR AT 2'-0" O/C FIRE CAULK GAP (SEE ARCH) HSS3X3X1/4 DOOR FRAME. SEE ARCH FOR LOCATIONS AND DIMENSIONS. 1/2" THICK X 10" X 3" BASE PLATE AT EACH POST (2) 3/8" X 3 1/4" HEAVY DUTY SCREW ANCHORS AT EACH POST 1/2" GUSSET WITH (2) VLSSL HOLES. (SLIP CONNECTION)1 1/2"6"10"4"L6X4X5/16 BY 16" LONG (MIN.) AT EACH POST. IF FIELD CONDITIONS PERMIT, ANGLE MAY BE CONT. OVER DOOR. PROVIDE (2) 3/8" X 3 1/4" HEAVY DUTY SCREW ANCHORS FOR EACH POST. SEE NOTE. COORDINATE WITH FIELD CONDITIONS. NOTE: TOP CONNECTION MAY BE TO STEEL IF REQUIRED. WELD TOP ANGLE TO STEEL BEAM WITH MIN (4) 1/4" FILLET WELD OR PROVIDE (2) 3/4" A325 BOLTS AT EACH VERTICAL POST. (2) 5/8" A307 BOLTS TOP OF SLAB (SEE PLAN) BOTTOM OF DECK ABOVE (SEE PLAN) 1 THIRD FLOOR T.O.S. 127'-11 3/4" COMPOSITE SLAB. SEE PLAN FOR EXTENTS. HEADED STUDS. SEE NOTES. SUPPORT ANGLE FOR CURTAIN WALL. L6X6X3/8" ASSUMED. COORD WITH CURTAIN WALL SUPPLIER. 3/4" DIA. HOLLOW-BOLT OR APPROVED EQUIVALENT AT 12" O.C. THERMAL BREAK MATERIAL. BASIS OF DESIGN: FABREEKA TIM. CURTAIN WALL. SEE ARCH. SECOND FLOOR T.O.S. 113'-5 3/4" 3.9 HALFEN ADJUSTABLE BRICK SUPPORT SYSTEM AND CONCEALED LINTEL (BY OTHERS) THERMAL BREAK MATERIAL (BASIS OF DESIGN "FABREEKA TIM"), 1/2" THICKNESS ASSUMED OPENING TO BE SHORED UNTIL MORTAR IS CURED AND SHORING REMOVAL APPROVED BY LINTEL SUPPLIER. HSS BRICK SUPPORT. SEE PLAN L3X3X1/4 KICKERS AT 6'-0" O.C. (MAX.) TYP. CFMF WALL STUDS. PROVIDE TOP SLIP CONN. SEE DETAILS. FLOOR SLAB. SEE PLAN. AT AREAS NOT ENCLOSED BY STOREFRONT, PROVIDE (2) BRICK REVEAL AT BOTTOM OF WALL. COORD. WITH ARCH. STOREFRONT. SEE ARCH. PER ARCH.BLOCKING AND SEALANT. SEE ARCH. SECOND FLOOR T.O.S. 113'-5 3/4" 3.9 HALFEN ADJUSTABLE BRICK SUPPORT SYSTEM AND CONCEALED LINTEL (BY OTHERS) THERMAL BREAK MATERIAL (BASIS OF DESIGN "FABREEKA TIM"), 1/2" THICKNESS ASSUMED OPENING TO BE SHORED UNTIL MORTAR IS CURED AND SHORING REMOVAL APPROVED BY LINTEL SUPPLIER. HSS BRICK SUPPORT. SEE PLAN MIN. 3/4" GUSSET. AND SHEAR CONNECTION TO HSS BRICK SUPPORT. DESIGN LOAD = 15 KIPS TYP. CFMF WALL STUDS. PROVIDE TOP SLIP CONN. SEE DETAILS. FLOOR SLAB. SEE PLAN. THERMALLY BROKEN COLUMN SPLICE. SEE 5/S506. 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 phone: (585) 482-8130 www.jensenbrv.com ROCHESTER, NEW YORK 14609 1653 EAST MAIN STREET Structural Engineering Consultants2/10/2021 4:47:21 PMS506 DETAILS AND SECTIONS 02/05/2021 2018089 RF Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/4" = 1'-0"1 SECTION THRU PENTHOUSE 3/4" = 1'-0"2 BRACE FRAME 1 3/4" = 1'-0"3 BRACE FRAME 2 3/4" = 1'-0"4 FOLDING PARTITION SUPPORT 3/4" = 1'-0"5 THERMALLY BROKEN COLUMN SPLICE 3/4" = 1'-0"6 LOW ROOF EDGE DETAIL 3/4" = 1'-0"7 TOP OF ELEVATOR SHAFT 3/4" = 1'-0"8 REINFORCED DOOR FRAME 3/4" = 1'-0"11 SECTION AT CURTAIN WALL AND STAIR 2 3/4" = 1'-0"9 BRICK SUPPORT AT 3.9 LINE 3/4" = 1'-0"10 BRICK SUPPORT AT W-SHAPE COL. REVISION SCHEDULE NAME DATE 02/10/2021 Received by DiMarco 2/15/2021 EWS-1 EWS-2 RS-2EWS-3 ESF-1 RS-1ECW-1 FWS-1 FS-2CS-1CS-2101 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 STOREFRONT / CURTAIN WALL & 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 EXISTING PARTITION DD Addendum 1 4/9/2020 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 VFCC VENDER FURNISHED, CONTRACTOR TO COORDINATE WITH VENDOR AS REQUIRED 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 # 5/8" GYPSUM BOARD CFMF STUDS 24" OC (18 GAUGE) GLASS-MAT GYPSUM SHEATHING POLYISOCYANURATE BOARD INSULATION MASONRY UNIT, SEE EXTERIOR ELEVATIONS FOR TYPE 1' - 2 7/8" CONTINUOUS VAPOR-IMPERMEABLE AIR BARRIER SYSTEM 6" 1/2" 3 1/2" 1 1/4" 3 5/8" PROVIDED 0.027 REQUIRED 0.047U-FACTOR 2020 ECCCNYS-C402.1.4 OPAQUE THERMAL ENVELOPE ASSEMBLY MAXIMUM REQUIREMENTS - CLIMATE ZONE 6A - METAL FRAMED WALL - OTHER THAN RESIDENTIAL AIR SPACE, WEEPED AND VENTED MASONRY VENEER ANCHOR STRETCH 0.047 3 1/2" MINERAL WOOL BATT INSULATION • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U425 5/8" 1' - 0 1/2" GYPSUM BOARD CFMF STUDS 24" OC (18 GAUGE) GLASS-MAT GYPSUM SHEATHING CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM COMPOSITE POLYISOCYANURATE BOARD INSULATION, FASTEN TO STUD CONTINUOUS FRAME AND CLIP, FASTEN THROUGH COMPOSITE BOARD ONLY COMPOSITE METAL PANEL RAINSCREEN WEATHER BARRIER PROVIDED 0.027 REQUIRED 0.064 U-FACTOR 2020 ECCCNYS-C402.1.4 OPAQUE THERMAL ENVELOPE ASSEMBLY MAXIMUM REQUIREMENTS - CLIMATE ZONE 6A - METAL FRAMED WALL - OTHER THAN RESIDENTIAL 6" 1/2" 4 1/8"1 7/8" 3 1/2"5/8" STRETCH 0.047 3 1/2" MINERAL WOOL BATT INSULATION • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U425 1/2"COVER BOARD POLYISOCYANURATE BOARD INSULATION VAPOR RETARDER SUBSTRATE BOARD ROOF DECKMIN6"1/2"VARIESTAPERED INSULATION WHERE INDICATED ON ROOF PLAN PROVIDEDREQUIREDU-VALUE 2020 ECCCNYS-C402.1.4 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS - CLIMATE ZONE 6A - INSULATION ENTIRELY ABOVE ROOF DECK CONTINUOUS .029.032 • REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING • 1-HOUR RATED PER UL DESIGN P819 (1-HOUR SPRAY- APPLIED FIREPROOFING) • ROOFING SYSTEM: SEE ROOF PLAN SPRAY-APPLIED FIREPROOFING LAMINATED BASE ROOFING SHEET 2"DECORATIVE ROOFING AGGREGATE / BALLAST COLOR AND DESIGN TBD STRETCH .029 FULLY ADHERED MEMBRANE ROOFING 5/8" GYPSUM BOARD PROVIDED 0.026 REQUIRED 0.064 U-FACTOR 2020 ECCCNYS-C402.1.4 OPAQUE THERMAL ENVELOPE ASSEMBLY MAXIMUM REQUIREMENTS - CLIMATE ZONE 6A - METAL FRAMED WALL - OTHER THAN RESIDENTIAL CFMF STUDS 24" OC (18 GAUGE) • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, UL DESIGN CW-D-1044 OR APPROVED EQUAL • NOTE: MULLION SIZES MAY VARY BY MANUFACTURER, COORDINATE FINAL SIZES AND STEEL REINFORCING REQUIREMENTS WITH MANUFACTURER. 6"3" GLAZED ALUMINUM CURTAIN WALL ASSEMBLY MINERAL-WOOL BOARD INSULATION 1' - 4 1/2" 7 1/2" STRETCH 0.047 MINERAL-WOOL BOARD INSULATION IMPALING PINS @ 12" OC, BOTH SIDE OF BACKPAN ALUMINUM BACKPAN, TYPICAL, UON STEEL BACKPAN, 22 GA AT RATED EXTERIOR WALL LOCATIONS 10" COLUMN CENTERLINE 2" 3" AT RATED EXTERIOR WALL LOCATIONS MINERAL-WOOL BATT INSULATION AT RATED EXTERIOR WALL LOCATIONS • NOTE: MULLION SIZES MAY VARY BY MANUFACTURER, COORDINATE FINAL SIZES AND STEEL REINFORCING REQUIREMENTS WITH MANUFACTURER • TOTAL U-FACTOR: 0.XX (0.34 MAXIMUM) • SHGC: .XX (.40 MAXIMUM) GLAZING ALUMINUM STOREFRONT FRAMING2"2"4 1/2" FULLY ADHERED MEMBRANE ROOFING COVER BOARD POLYISOCYANURATE BOARD INSULATION VAPOR RETARDER SUBSTRATE BOARD ROOF DECK1/2"6"5/8"2020 ECCCNYS-C402.1.4 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS - CLIMATE ZONE 6A - INSULATION ENTIRELY ABOVE ROOF DECK • REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING • 1-HOUR RATED PER UL DESIGN P819 (1-HOUR SPRAY- APPLIED FIREPROOFING) • ROOFING SYSTEM: SEE ROOF PLAN SPRAY-APPLIED FIREPROOFING LAMINATED BASE ROOFING SHEET PROVIDEDREQUIREDU-VALUE CONTINUOUS .029.032 STRETCH .029 GLAZING ALUMINUM CURTAIN WALL FRAMING • NOTE: MULLION SIZES MAY VARY BY MANUFACTURER, COORDINATE FINAL SIZES AND STEEL REINFORCING REQUIREMENTS WITH MANUFACTURER • TOTAL U-FACTOR: 0.XX (0.34 MAXIMUM) • SHGC: 0.XX (.40 MAXIMUM) 7 1/2"2 1/2"2 1/2"2"VARIES CAST-IN-PLACE CONCRETE MODIFIED BITUMINOUS SHEET WATERPROOFING POLYSTYRENE BOARD INSULATIONBELOW GRADE2' - 0" MINPROVIDED 0.095 REQUIRED 0.119U-FACTOR 2020 ECCCNYS-C402.1.4 OPAQUE THERMAL ENVELOPE ASSEMBLY MAXIMUM REQUIREMENTS - CLIMATE ZONE 6A - FOUNDATION WALL UNHEATED SLAB - OTHER THAN RESIDENTIAL STRETCH 1 1/4" 3 5/8" SOLID GROUT 0.092 UNDISTURBED EARTH CONCRETE SLAB REFER TO FINISH PLANS FOR FLOOR FINISH VAPOR RETARDER REFER TO STRUCTURAL DRAWINGS FOR FLOOR SYSTEM STRUCTURAL FILL5"1' - 0"CFMF STUDS 24" OC GLASS-MAT GYPSUM SHEATHING CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM COMPOSITE POLYISOCYANURATE BOARD INSULATION, FASTEN TO STUD CONTINUOUS FRAME AND CLIP, FASTEN THROUGH COMPOSITE BOARD ONLY COMPOSITE METAL PANEL RAINSCREEN WEATHER BARRIER MINERAL WOOL BATT INSULATION 2020 ECCCNYS-C402.1.4 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS - CLIMATE ZONE 6A - FLOORS, JOIST/FRAMING 5/8"3 1/2"1/2"6"PROVIDED 0.027 REQUIRED 0.064 U-FACTOR STRETCH 0.047 CFMF STUDS 24" OC GLASS-MAT GYPSUM SHEATHING CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM COMPOSITE POLYISOCYANURATE BOARD INSULATION, FASTEN TO STUD WEATHER BARRIER MINERAL WOOL BATT INSULATION 2020 ECCCNYS-C402.1.4 THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS - CLIMATE ZONE 6A - FLOORS, JOIST/FRAMING 2X FR WOOD FURRING @ 16" OC 1X6 TONGUE & GROOVE WOOD SIDING, PREFINISHED3/4"1 1/2"5/8"3 1/2"1/2"6"PROVIDED 0.027 REQUIRED 0.047U-FACTOR STRETCH 0.047 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.2/10/2021 2:34:02 PMA001 GENERAL NOTES, EXTERIOR WALL & ROOF SYSTEMS 02/05/2021 2018089 CRB/GLM Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1 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. 9 ANY PORTION OF THE PROJECT WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY SHALL BE REPAIRED. GENERAL NOTES 1 1/2" = 1'-0"G5 EXTERIOR WALL SYSTEM TYPE 1 (EWS-1) 1 1/2" = 1'-0"G7 EXTERIOR WALL SYSTEM TYPE 2 (EWS-2) 1 1/2" = 1'-0"D6 ROOF SYSTEM TYPE 2 (RS-2) 1 1/2" = 1'-0"G9 EXTERIOR WALL SYSTEM TYPE 3 (EWS-3) 1 1/2" = 1'-0"A4 EXTERIOR STOREFRONT SYSTEM (ESF-1) 1 1/2" = 1'-0"D9 ROOF SYSTEM TYPE 1 (RS-1) 1 1/2" = 1'-0"A5 EXTERIOR CURTAIN WALL SYSTEM (ECW-1) 1 1/2" = 1'-0"A7 FOUNDATION WALL SYSTEM TYPE 1 (FWS-1) 1 1/2" = 1'-0"A9 FLOOR SYSTEM 2 (FS-2) 1 1/2" = 1'-0"D1 EXTERIOR CEILING SYSTEM 1 (CS-1) 1 1/2" = 1'-0"D4 EXTERIOR CEILING SYSTEM 2 (CS-2) REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 2_ 2A 2B 2C 2D 5_ 5A 5B 5C 5D 1_ 1A 1B 1C 1D 1E 3_ 3A 3B 3C 3D 4_ 4A 4B 4C 4D 7_ 7A 7B 7C 7D 7E 9 FS-1RS-1RS-2EWS-1EWS-1EWS-1 EWS-1EWS-18 6_ 6A 6B 6C 6D 6E 10 1211 EWS-1FS-1EWS-3 EWS-3 CEILING PLANE, SEE REFLECTED CEILING PLANS (2) 5/8"VARIES (2) 5/8" 6 1/8" • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U419 • 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 3-5/8" STUD 6" STUD 2 1/2" STUD 1 5/8" STUD CEILING PLANE, SEE REFLECTED CEILING PLANS 4 7/8" VARIES (2) 5/8"SEALANT, ENTIRE PERIMETER UNDERSIDE OF DECK METAL STUDS @ 16" OC GYPSUM BOARD WALL BASE, SEE FINISH SCHEDULE • EXTEND TO UNDERSIDE OF DECK • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED SEALANT, ENTIRE PERIMETER 3-5/8" STUD 6" STUD 2 1/2" STUD 1 5/8" STUD • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U419 • ACOUSTICAL PERFORMANCE - STC 40 • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED 5/8"VARIES 5/8" 4 7/8" 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 3-5/8" STUD 6" STUD 2 1/2" STUD 1 5/8" STUD 8" STUD CEILING PLANE, SEE REFLECTED CEILING PLANS 5/8"VARIES (2) 5/8" 5 1/2" • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U419 • ACOUSTICAL PERFORMANCE -STC 45 • 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 3-5/8" STUD 6" STUD 2 1/2" STUD 1 5/8" STUD 5/8" CEILING PLANE, SEE REFLECTED CEILING PLANS VARIES 4 1/4" 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 3-5/8" STUD 6" STUD 2 1/2" STUD 1 5/8" STUD CEILING PLANE, SEE REFLECTED CEILING PLANS • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U906 • ACOUSTICAL PERFORMANCE - STC 46 (HOLLOW CORE) 7 5/8"WITH STRUCTURAL1" TYPICALCOORDINATECOMPRESSIBLE FILLER UNDERSIDE OF DECK WALL BASE, SEE FINISH SCHEDULE VARIES 5/8" METAL FURRING GYPSUM BOARD 3-5/8" STUD 6" STUD 2 1/2" STUD 1 5/8" STUD 7/8" FURRING CEILING PLANE, SEE REFLECTED CEILING PLANS 3 3/4" 2 1/2"(2) 5/8" 1" SEALANT, ENTIRE PERIMETER UNDERSIDE OF DECK GYPSUM LINER METAL CH STUD GYPSUM BOARD WALL BASE, SEE FINISH SCHEDULE SEALANT, ENTIRE PERIMETER • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U415, REFER TO NER-258 FOR HORIZONTAL APPLICATIONS • ACOUSTICAL PERFORMANCE - STC 52 • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED REFER TO FINISH PLANS FOR FLOOR FINISH CONCRETE SLAB METAL DECK6 1/4"• REFER TO STRUCTURAL DRAWINGS FOR FLOOR SYSTEM • 1-HOUR RATED PER UL DESIGN D902 • 2-HOUR RATED PER UL DESIGN D7992 5/8" MINSPRAY-APPLIED FIREPROOFING STEEL GIRDER/ BEAM/JOIST REFER ALSO TO STRUCTURAL DRAWINGS 2 HOUR FLOOR SYSTEM, SPRAYED FIREPROOFING ON BEAM AND DECK SPRAY-APPLIED FIREPROOFING ROOF SYSTEM • REFER TO STRUCTURAL DRAWINGS FOR FLOOR SYSTEM • 1-HOUR RATED PER UL DESIGN P819 (1-HOUR SPRAY- APPLIED FIREPROOFING) STEEL BEAM/JOIST (W6x16 MINIMUM)SIMSPRAY-APPLIED FIREPROOFING 5/8" GYPSUM BOARD 8 1/2"8 1/2"1' - 5"7 1/2" 7 1/2" 1' - 3" • 1-HOUR RATED UL DESIGN X829 2 1/2" NON- STRUCTURAL METAL FRAMING 2 1/2" NON- STRUCTURAL METAL FRAMING STEEL COLUMN 8"8" 1 5/8" NON-STRUCTURAL METAL FRAMING • 1-HOUR RATED UL DESIGN X8298 1/2"6"SPRAY-APPLIED FIREPROOFING STEEL COLUMN 2 1/2" NON-STRUCTURAL METAL FRAMING 5/8" GYPSUM BOARD1' - 2 1/2"1 5/8" NON-STRUCTURAL METAL FRAMING 8"8" 1 5/8" NON-STRUCTURAL METAL FRAMING • 1-HOUR RATED UL DESIGN X8298 3/4"6"SPRAY-APPLIED FIREPROOFING STEEL COLUMN 2 1/2" NON-STRUCTURAL METAL FRAMING 5/8" GYPSUM BOARD1' - 2 3/4"1 5/8" NON-STRUCTURAL METAL FRAMING CONTRACTOR OPTION TO USE SPRAY APPLIED FIREPROOFING AS SHOWN OR EXTERIOR FIREPROOFING BOARD. CAFCO OR APPROVED EQUAL. PROVIDE UL ASSEMBLY OR EQUIVALENT ENGINEERING JUDGEMENT CONTRACTOR OPTION TO USE SPRAY APPLIED FIREPROOFING AS SHOWN OR EXTERIOR FIREPROOFING BOARD. CAFCO OR APPROVED EQUAL. PROVIDE UL ASSEMBLY OR EQUIVALENT ENGINEERING JUDGEMENT 6"8" 1 5/8" NON-STRUCTURAL METAL FRAMING8 1/2"6"SPRAY-APPLIED FIREPROOFING STEEL COLUMN 5/8" GYPSUM BOARD 2 1/2" NON-STRUCTURAL METAL FRAMING1' - 2 1/2"1' - 2" • 1-HOUR RATED UL DESIGN X829 8"8" • 1-HOUR RATED UL DESIGN X8278 1/2"6"1 5/8" NON-STRUCTURAL METAL FRAMING SPRAY-APPLIED FIREPROOFING HSS STEEL TUBE COLUMN 2 1/2" NON-STRUCTURAL METAL FRAMING 5/8" GYPSUM BOARD1' - 2 1/2"1' - 4" 1 5/8" NON-STRUCTURAL METAL FRAMING CEILING PLANE, SEE REFLECTED CEILING PLANS SEALANT, ENTIRE PERIMETER UNDERSIDE OF DECK GYPSUM LINER METAL CH STUD WALL BASE, SEE FINISH SCHEDULE • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U415, REFER TO NER-258 FOR HORIZONTAL APPLICATIONS • ACOUSTICAL PERFORMANCE - STC 37 • PROVIDE TILE BACKER PANEL, IN LIEU OF GYPSUM BOARD AT LOCATIONS TO BE TILED GYPSUM BOARD SEALANT, ENTIRE PERIMETER 1"5/8" 2 1/2" 3 1/8" CEILING PLANE, SEE REFLECTED CEILING PLANS • EXTEND TO UNDERSIDE OF DECK • RATED AS REQUIRED BY CODE CONFORMANCE PLANS, REFER TO UL DESIGN U906 • ACOUSTICAL PERFORMANCE - STC 46 (HOLLOW CORE) 7 5/8"WITH STRUCTURAL1" TYPICALCOORDINATECOMPRESSIBLE FILLER UNDERSIDE OF DECK WALL BASE, SEE FINISH SCHEDULE VARIES 5/8" METAL FURRING GYPSUM BOARD 3-5/8" STUD 6" STUD 2 1/2" STUD 1 5/8" STUD 7/8" FURRING CEILING PLANE, SEE REFLECTED CEILING PLANS • EXTEND TO UNDERSIDE OF SOFFITS AS NOTED PER PLANS • BASIS-OF-DESIGN: PILKINGTON PROFILIT; SURFACE TEXTURES: CLEAR, MACRO, SLIMLINE, STANDARD 2 23/64" ALUMINUM BASE CHANNEL STRUCTURAL GLASS CHANNEL ALUMINUM TOP CHANNEL STEEL-FRAMED FIRE-RATED GLASS AND FRAMING SYSTEM FIRE-RESISTIVE GLAZING (120 MIN) • EXTEND TO UNDERSIDE OF DECK, UON • RATED AS REQUIRED BY CODE CONFORMANCE PLANS • ACOUSTICAL PERFORMANCE - STC 44 • BASIS-OF-DESIGN: 1. CONTACT: MIKE AUGUSTINE | 415.230.6708 maugustine@safti.com 1. FRAMING SYSTEM: SAFTI FIRST GPX ARCHITECTURAL SERIES; FINISH CLEAR ANODIZED 2. GLAZING A. BASE BID: SUPERLITE II-XLB (CLEAR TEMPERED) B. ALTERNATE: SUPERLITE II-XL 120 (CLEAR TEMPERED) SEALANT, BOTH SIDES, ENTIRE PERIMETER ALUMINUM STOREFRONT FRAMING GLAZING • EXTEND TO UNDERSIDE OF SOFFITS, TYPICAL, UNO • BASIS-OF-DESIGN: 1. CONTACT: MJD ASSOCIATES OF CNY MARC DONAHUE AND PHIL DONAHUE | 315.432.8401 mdonahue@mjdcorp.com | pdonahue@mjdcorp.com 1. FRAMING SYSTEM: EFCO SERIES 403X 2" X 4 1/2" ALUMINUM STOREFRONT FRAMING; FINISH CLEAR ANODIZED 2. GLAZING A. 1/4" CLEAR TEMPERED, UON B. 3/8" CLEAR TEMPERED IF ONE DIMENSION IS GREATER THAN 5 FEET C. 1/2" CLEAR TEMPERED, IF ONE DIMENSION IS GREATER THAN 7 FEET OR BOTH DIMENSIONS ARE GREATER THAN 5 FEET 4 1/2"2"2"STEEL COLUMN INTUMESCENT COATING • 1-HOUR RATED UL DESIGN AS INDICATED • STEEL SHALL BE FREE OF DIRT, LOOSE SCALE AND OIL • PRIME WITH COMPATIBLE PRIMER PER MANUFACTURER'S RECOMMENDATION • INTUMESCENT COATING • TOPSEAL COATING • SCHEDULED PAINT COATING UL DESIGN Y615 (EXTERIOR) HSS TUBE STEEL COLUMN UL DESIGN Y616 (INTERIOR) UL DESIGN Y614 (EXTERIOR) STEEL BEAM INTUMESCENT COATING • 1-HOUR RATED UL DESIGN N634 • STEEL SHALL BE FREE OF DIRT, LOOSE SCALE AND OIL • PRIME WITH COMPATIBLE PRIMER PER MANUFACTURER'S RECOMMENDATION • INTUMESCENT COATING • TOPSEAL COATING • SCHEDULED PAINT COATING 1-5/8" STEEL STUDS, TYP STEEL COLUMN, REFER TO STRUCTURAL DRAWINGS 5/8" FIRE-RATED GYPSUM BOARD, TYP UL DESIGN X528 1 HR RATING SEE UL FIRE RESISTANCE DIRECTORY VOLUME 1 FOR SPECIFIC CONSTRUCTION INFORMATION NO. 28 MSG GALVANIZED STEEL CORNER BEAD STEEL COLUMN PREFINISHED ALUMINUM COLUMN COVER SPRAY-APPLIED FIREPROOFING • 1-HOUR RATED UL DESIGN X764 • BASIS-OF-DESIGN EXTERIOR FIREPROOFING SYSTEM: ISOLATEK CAFCO FENDOLITE M-II A. BASIS-OF-DESIGN COLUMN COVER SYSTEM: SEE EXTERIOR FINISH SCHEDULE STEEL BASE PLATE BELOW 9" RADIUSSTEEL TUBE PREFINISHED ALUMINUM COLUMN COVER SPRAY-APPLIED FIREPROOFING • 1-HOUR RATED UL DESIGN X768 • BASIS-OF-DESIGN EXTERIOR FIREPROOFING SYSTEM: ISOLATEK CAFCO FENDOLITE M-II • BASIS-OF-DESIGN COLUMN COVER SYSTEM: PAC-CLAD PAC-1000F FLUSH JOINT COLUMN COVER 1. MATERIAL: .125" ALUMINUM 2. FINISH: KYNAR 500 A. COLOR: MANUFACTURER'S PREMIUM COLORS; TBD STEEL BASE PLATE BELOW 9" RADIUS • 1-HOUR RATED UL DESIGN Y616 • STEEL SHALL BE FREE OF DIRT, LOOSE SCALE AND OIL • PRIME WITH COMPATIBLE PRIMER PER MANUFACTURER'S RECOMMENDATION • INTUMESCENT COATING • TOPSEAL COATING • SCHEDULED PAINT COATING6"INTUMESCENT COATING HSS STEEL TUBE COLUMN CONTINUOUS FIRE- RATED SEALANT, BOTH SIDES OF COLUMN MINERAL-WOOL BLANKET INSULATION MINERAL-WOOL BOARD INSULATION IMPALING PINS @ 12" OC STEEL BACKPAN, 22 GA FIRESTOP SEALANT FIRESAFING INSULATION MIN 3" UL DESIGN CW-D-1044 OR APPROVED EQUAL 2 1/2" @ SIM 3 1/2" 1-5/8" STEEL STUDS, TYP 5/8" FIRE-RATED GYPSUM BOARD, TYP UL DESIGN N873 1 HR RATING SEE UL FIRE RESISTANCE DIRECTORY VOLUME 1 FOR SPECIFIC CONSTRUCTION INFORMATION STEEL BEAM, REFER TO STRUCTURAL DRAWINGS NO. 28 MSG GALVANIZED STEEL CORNER BEAD SPRAY-APPLIED FIREPROOFING Z-CLIPS WELDED TO STEEL BEAM 1-5/8" STEEL STUDS, TYP 5/8" FIRE-RATED GYPSUM BOARD, TYP NO. 28 MSG GALVANIZED STEEL CORNER BEAD SPRAY-APPLIED FIREPROOFING STEEL GIRDER/ BEAM/JOIST REFER ALSO TO STRUCTURAL DRAWINGS 1 1/2" = 1'-0"F2 INTERIOR WALL SYSTEM TYPE 2 (IWS-2) 1 1/2" = 1'-0"F7 INTERIOR WALL SYSTEM TYPE 5 (IWS-5) 1 1/2" = 1'-0"F1 INTERIOR WALL SYSTEM TYPE 1 (IWS-1) 1 1/2" = 1'-0"F4 INTERIOR WALL SYSTEM TYPE 3 (IWS-3) 1 1/2" = 1'-0"F5 INTERIOR WALL SYSTEM TYPE 4 (IWS-4) 1 1/2" = 1'-0"F9 INTERIOR WALL SYSTEM TYPE 7 (IWS-7) 1 1/2" = 1'-0"D1 INTERIOR WALL SYSTEM TYPE 9 (IWS-9) 1 1/2" = 1'-0"E7 FLOOR SYSTEM 1 (FS-1) 1 1/2" = 1'-0"D9 TYPICAL ROOF FIREPROOFING 1 1/2" = 1'-0"A1 COLUMN ENCLOSURE DETAIL, TYPICAL 1 1/2" = 1'-0"A7 COLUMN ENCLOSURE DETAIL 1 1/2" = 1'-0"A11 COLUMN ENCLOSURE W10X39 EXTERIOR 1 1/2" = 1'-0"A3 COLUMN ENCLOSURE DETAIL 1 1/2" = 1'-0"F11 INTERIOR WALL SYSTEM TYPE 8 (IWS-8) 1 1/2" = 1'-0"F8 INTERIOR WALL SYSTEM TYPE 6 (IWS-6) 1 1/2" = 1'-0"D2 INTERIOR WALL SYSTEM TYPE 10 (IWS-10) 1 1/2" = 1'-0"D5 INTERIOR WALL SYSTEM TYPE 12 (IWS-12) 1 1/2" = 1'-0"D4 INTERIOR WALL SYSTEM TYPE 11 (IWS-11) 1 1/2" = 1'-0"B1 TYPICAL COLUMN - INTUMESCENT 1 1/2" = 1'-0"B3 TYPICAL BEAM/JOIST/GIRDER - INTUMESCENT 1 1/2" = 1'-0"B9 1 HOUR FIRE-RATED COLUMN WRAP DETAIL 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.2/5/2021 4:44:27 PMA002 INTERIOR WALL & FIREPROOFING SYSTEMS 02/05/2021 2018089 CRB/GLM Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1 1/2" = 1'-0"B7 COLUMN - W10 SPRAY FIREPROOFING WITH COLUMN COVER 1 1/2" = 1'-0"B5 COLUMN - HSS6X6 SPRAY FIREPROOFING WITH COLUMN COVER 1 1/2" = 1'-0"A5 COLUMN ENCLOSURE DETAIL 1 1/2" = 1'-0"D11 FLOOR SLAB FIRESTOPPING@CURTAIN WALL REVISION SCHEDULE NAME DATE 1 1/2" = 1'-0"B10 1 HOUR FIRE-RATED HSS BEAM WRAP DETAIL 1 1/2" = 1'-0"B11 1 HOUR FIRE-RATED BEAM WRAP DETAIL Received by DiMarco 2/15/2021 UP FD FECFIRE EXTINGUISH CABINET/BRACKET INT CR INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGSEMERGENCY GAS SHUTOFF CABINET ELECELECTIC PANEL AUTOMATIC DOOR OPERATOR WAVE PLATE PP1 FACPFIRE ALARM CONTROL PANEL RAPREMOTE ANNOUNCIATOR PANEL E7 A401 ________________________________________________ E7 A401 ________________________________________________ 1 2 A B C A302 E1 A5 A401 ________________________________________________ A5 A401 ________________________________________________ EQ EQ 9' - 8 3/8"9' - 5 1/2"7' - 1 7/8"1' - 4 5/8"2' - 4 1/4"19' - 7 7/8"3' - 3 1/2"6' - 6 3/4"18' - 8 7/8"14' - 5"7 3/4"9 9 ST2-1 STAIR 2 137 CLEAN LINEN HOLDING 145 MECHANICAL 140 MAIN SERVER 141 EMERGENCY EQUIPMENT ROOM 142 MAIN ELECTRICAL 138 SUPPLY CHAIN AREA 143 CORRIDOR 139 EVS SUPPLY & EQUIPMENT 138A BUILDING MAINTENANCE TOILET/SHOWER 146 WATER SERVICE 130 BLOOD DRAW 129 BLOOD DRAW 128 BLOOD DRAW (PoS) 126 LABORATORY133 STAFF BREAK 134 CLEAN SUPPLY 131 STAFF TOILET 127 SPECIMEN TOILET 132 SOILED EWS-1 EWS-1 EWS-1 136A 135B 137A 135A 138A 122B 139A 130A 129A 123B 131A 133A ST2-1A ST2-1B 142A 141A 145A146A 140A 105B 138B 139B 143A 128A 126A 122 CORRIDOR EWS-1 EWS-1 3B 3B 3B 2B 1A 1A 3B 3B 3B 1A 3B 1A 1A 1A 3A 3A 3A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 3A 3B A465 A1 135 CORRIDOR 143B 138AA 8 3/4" 11' - 2 3/8"7' - 3 3/8"2' - 9"6' - 11 7/8"9' - 8 7/8"10' - 11 5/8" 7 1/2"9' - 6 1/4"11' - 0 1/4"8' - 6"13' - 9 3/8"6' - 8 1/2"CLEAR6' - 0" MINCLEAR6' - 0" MIN9' - 8 3/8"2' - 9"6' - 8 1/2"8' - 6 1/2"2' - 4 7/8"12' - 10 3/4"10' - 0 1/2"6' - 6 1/4"11' - 6 3/4"6' - 4 7/8"6' - 4 7/8"5' - 11 7/8"2' - 10 1/2"6 5/8"124A A301 E1 A302 A1 A8 A451 ________________________________________________ A1 A454 ________________________________________________ A353A9 A353 G2 D A11 A353 A8 A5 A351 C9 A351 A7 A4 A1 A351 C1 C3 A351 C7 C5 A1 A453 ________________________________________________ A7 A453 ________________________________________________ 144 STORAGE 144A 54' - 6 5/8" ± 13' - 4" MO 6' - 4"3' - 4" MO 5' - 0"19' - 0" MO 3' - 0"95' - 4"14' - 0"MO4' - 4"29' - 8"MO4' - 4"3' - 0"MO4' - 0"36' - 0"EWS-1 A7 A454 ________________________________________________SECTOR 2SECTOR 1SECTOR 3SECTOR 11E 3B 132A 136 WASTE HOLDING 3B 134A 1A 1A 127A 1A 3B 1A 1A 1A 3B 1A 1A 1A 5B 3B 124 REGISTRATION 123 WAITING / CIRCULATION C11 2' - 0"2' - 0"7 1/2" 4' - 7 1/2"6' - 0"5' - 3"17' - 0"6' - 4"10' - 3 7/8"12' - 7 3/4"6' - 6 1/8"30' - 2 7/8"3' - 7 3/4"6' - 6 1/4"10 1/2"10' - 5 7/8"6' - 7 1/4"2' - 10 7/8"5' - 1"7' - 10"8"11' - 3 1/8"7' - 3 3/8"9' - 11 5/8"4' - 6 7/8"6' - 10 7/8"9' - 0"CLEAR2' - 6"B.3 B.5 A353 G2 SIM A353 G2OPP 1A 1A 1A ROOF LEADER DOWNSPOUT 4A 4A 4A W25W32 8' - 11"7' - 4 3/4"17' - 0 1/2"6' - 8 1/2"6"6"4A4A PASS-THRU SPECIMEN CABINET W25 RECESSED WATER DISPENSER FEC FECFEC 4A BL-F 1B FD 1' - 4" 117 TREATMENT 52' - 0" 6" 6" EWS-1 A002 A5 A002 A7 SIM A002 A7 A002 A11 A002 A710 7/8"4A CLEAR 2' - 1" 3B 3A ALIGN 9 4A 1A 4D 4D 2B 4D 4D 5B 4D4D 4A FEC CR PP1 PP1PP1PP1 PP1 CRPP1CR 1 FD FECSECTOR 1 SECTOR 2 SECTOR 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.2/5/2021 4:44:35 PMA111 FIRST FLOOR PLAN - SECTOR 1 02/05/2021 2018089 SAH, CRB, KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT 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 EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. GENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEY PLAN KEYED CONSTRUCTION NOTES 1 ADJUST LOCATION OF WINDOW FRAME WITHIN THE MASONRY OPENING TO AVOID STEEL CROSS-BRACING. 2 X-RAY ELEVATING TABLE. 3 X-RAY WALL STAND. 4 X-RAY SYSTEMS CABINET. 5 X-RAY TETHER INTERFACE BOX. 6 X-RAY GRID HOLDER. 7 X-RAY DISCONNECT PANEL. 0'1'2'4'8'1/4" = 1'-0"A2 FIRST FLOOR PLAN - SECTOR 1 # REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 3 4 5 A B C 3.8 3.9 123 WAITING / CIRCULATION 100C HOLDING/MAIL 100EA ELEV A 121 EXAM 120 EXAM 118 EXAM 111 SOILED WORK112 EXAM 113 EXAM 114 EXAM115 EXAM 116 EXAM 117 TREATMENT 106 TRIAGE/ INTERVIEW 110 STAT LAB/ MED 109 EVS 108 NURSE CORE 105B SUB-WAITING 105C PoS PATIENT TOILET 101B RECEPTION 101 LOBBY/WAITING 101A VISITOR TOILET 100B PUBLIC TOILET 100A PUBLIC TOILET 102 STAFF BREAK 104 SHARED PROVIDER OFFICE 103 STAFF TOILET 100EB ELEV B EWS-1 105B 117A 119A 116A 115A 114A 112A113A 111A 120A 121A 105A 100BA 100AA 104A 103A 102A 106B 101B 100CA 105CA EWS-1 EWS-1 FEC EWS-1 119 RADIOLOGY (X-RAY)107 CLEAN HOLDING 100V2 VESTIBULE 3B 3B 3A 3B 3B 3B 3A 3A 3A 3A 3B 3A 3A 3A 3A 3A 3A 3A 3A 3B 3A 3A3A 3B 3A 3A 3A 1A 3A 3A 3A 1A 3A3A 3A 3A 3B 4A A303 A1 A303 A5 5A 9 9 9 12' - 7 3/4"6' - 6 1/8"12' - 3 1/8"3' - 2 5/8" 2' - 8 5/8"15' - 5 7/8"6' - 8 5/8"11' - 6 1/8"12' - 10 1/8"6' - 6 1/8"10' - 5 3/8"10' - 6"7' - 6 7/8" 5' - 0 1/4"7' - 9 7/8"6' - 6 1/8"10' - 1 3/4"3' - 9 1/8"7' - 0 1/2"10' - 4 7/8" 6' - 0"7' - 10"6' - 8 1/4"6' - 9 3/4"8 3/8" 6' - 1 3/4" 1 4 ' - 9 3 /8 "1 1 ' - 2 3 /8 "2 ' - 0 5 /8 "7 ' - 9 1 /4 "1 0 ' - 4 7 /8 "8 ' - 9 1 /2 "3 1 /8 "9 ' - 6 7 /8 "6 ' - 4 3 /4 " 1 0 ' - 1 3 /8 "1 8 ' - 9 3 /8 "1 8 ' - 9 3 /8 "5 ' - 9 1 /2 "2 ' - 2 1 /4 "8 ' - 6 "7 ' - 1 7 /8 "12' - 7 3/4"6' - 6 1/8"12' - 5 1/2"8' - 11 1/2"9' - 3"3' - 2 3/4"6' - 6 1/4"13' - 4 7/8"1 1' - 7 1 /8"6' - 6 1 /8" 1 3' - 9 1 /4"7' - 0 1 /4" 2 ' - 3 "8' - 3" 8 ' - 1 1/4"3' - 5 3/4"CLEAR6' - 0" MINCLEAR6' - 0" MIN105 CIRCULATION 122 CORRIDOR 107A A301A3 A302 A1 A352 C6 C2 C4 A353G5 G7 5.5 5.6 CLEAR 6' - 0" MIN MO 3' - 0"9' - 8" MO 3' - 0"7' - 0" MO 3' - 0"11' - 0" MO 5' - 0" 2' - 0" 4 ' - 0 "M O8' - 0 "8 ' - 4 "M O5' - 0 "1 6 ' - 4 "M O3' - 0 "EWS-1 A352 F11 A352 F7 A352 E3 A352 E1 A352 E11 A351 SECTOR 2SECTOR 1S E C T O R 2SECTOR 3 E10 3B A352 F1 118A 101AA 109A 110A 1A 4C 4A 4A 5B 3A 3A 3B 1A 3A 3A 3A 3A 101BB 1A 3B 3A 3A 3A 4A 3A 101BA 3A 3A 3A 1B A564 A8 A5 A564 A8OPP A352 F9 A564 A8 A352 A1 A3 A8 C8 A352 A11 A564 A8OPP E10 A564 A8OPP A352 C1 E7135°135°135°135°3' - 0"9' - 5 3/4"10' - 6"10' - 6"10' - 6"6' - 2 5/8" 2' - 7 1/2"1' - 6 3/8"5' - 3 5/8"1' - 6 3/8"2' - 7 1/2"12' - 11 3/8"6' - 2 1/2"9' - 7 1/2"1' - 4 1/8" 10' - 5 3/8"2' - 1"9' - 1 1/4" 1' - 3 3/8"6' - 6 3/8" 2' - 1 1/8" 3' - 5 1/2"7' - 8 3/8"2' - 6"2' - 0"6' - 2 3/8"9' - 2 3 /8"8' - 10 7/8"3' - 6 3/ 4 "10 ' - 2 1/2"5' - 6 1/8" 3A 3A 1A 3A F5 A352 H9 A352 H7 A352 H11 A352 H3 A352 H1 H6 A9 A455 ________________________________________________63' - 2" P P 1 10 ' - 1 " MI NI MUM CLEAR1A A L IG N 12°11' - 6 1 /2"MO2' - 0"10 ' - 0 "MO8' - 0"5' - 4"MO6' - 0"VARI ES4 4' - 4" @ BOTTOM OF SL OPED ROWLOCK BRI CK COURSE1 ' - 9 7 /8 "4B 4C 4C E5 6 " 8 7 /8 "A564 A11 A3 A1 101 6 5 ' - 1 1 /4 " ± FOOTPRINT OF 3RD, 4TH, & 5TH FLOORS ABOVE A501 A4 A461 A7 LEAD LINED GYPSUM BOARD WALLS UP TO 7'-0" AFF -LEAD THICKNESS : 1/16" B.3 B.5 H4 105 CIRCULATION A5 OPP W22 W38 W24 W32 W41W24W25 W44W24 RECESSED WATER DISPENSER 4A4A4A RECESSED WATER DISPENSER RECESSED WATER DISPENSER A353 G1 RECESSED WATER DISPENSER MILLWORK BENCH A353 H2A353 H1 W44A W43 W42 4' - 0"1' - 2"4' - 6"2' - 7"3' - 1"1' - 8"2 3 4 5 6 7 BL-SG-C A562 C1 4 ' - 6 " 49' - 6 3/8"4' - 6 5/ 8 " 1 05' -6" ESF-1 ESF-1 A562 G8 A562 C4 LOW PLANTER WALL 1 ' - 3 3 /8 "5 1/2" 4D 4D 8"8" 4D 4D 8"4D ALIGN A002 A7 SIM A564 F10 A564 F10 A564 F10 A564 F10 A564 F10 A564 F10 A564 F10 A564 F10 A564 F10 A564 F10 100V2A 100V2B ESF1 2A 122A 1A ESF-1 2A A10 A501 ________________________________________________ D10 A501 ________________________________________________ 4' - 2 3/8" 5' - 1 1/2" A L IG N 5D 4D 4D 5A 4A 5A 5A 4A 3A 4D 4D 4C 4A 4D 4D P P 1 5D 4D 4A 3A 4A 5A 4A 4A 4A 4A 2' - 10 3/4" P P 1 P P 1 P P 1 CRPP1PP1CR13' - 10"3' - 11 3/4"17' - 4 3/8"1' - 10" 6' - 8 1/4"7' - 6 1/8"5' - 10 1/8" 1 5 ' - 8 "BL-E A564 F1 1A BL-D BL-P 1 5' - 2 3 /4" 105 CIRCULATIONFEC FECFECSECTOR 1 SECTOR 2 SECTOR 3 FECFIRE EXTINGUISH CABINET/BRACKET INT CR INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGSEMERGENCY GAS SHUTOFF CABINET ELECELECTIC PANEL AUTOMATIC DOOR OPERATOR WAVE PLATE PP1 FACPFIRE ALARM CONTROL PANEL RAPREMOTE ANNOUNCIATOR PANEL 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.2/10/2021 2:34:17 PMA112 FIRST FLOOR PLAN - SECTOR 2 02/05/2021 2018089 SAH, CRB, KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"A1 FIRST FLOOR PLAN - SECTOR 2 GENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEY PLAN KEYED CONSTRUCTION NOTES 0'1'2'4'8' 1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT 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 EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. 1 ADJUST LOCATION OF WINDOW FRAME WITHIN THE MASONRY OPENING TO AVOID STEEL CROSS-BRACING. 2 X-RAY ELEVATING TABLE. 3 X-RAY WALL STAND. 4 X-RAY SYSTEMS CABINET. 5 X-RAY TETHER INTERFACE BOX. 6 X-RAY GRID HOLDER. 7 X-RAY DISCONNECT PANEL. # REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 RAPUP A303 C5 3 4 E 3.8 F 3.9 EWS-1 100V1 VESTIBULE 100V2 VESTIBULE 3A A5 A455 ________________________________________________ A9 A455 ________________________________________________ 124A A301A3 125 EVS D A462 A1 A353 G4 G9 A501 G8 1 4 7 °SECTOR 3SECTOR 1S E C T O R 2SECTOR 3 125A 124 REGISTRATION 123 WAITING / CIRCULATION ST1-1 STAIR 1 2A 2B 1A 1A 12 A351 E11 13' - 0 1/4"5' - 6 1/2" 6 ' - 1 3 /4 " 2 2 ' - 4 1 /8 "ST1-1A A353 G11 2 ' - 4 "40 ' - 0 "PP1P P 1 P P 1 P P 1 CR100V1A A360 F9 F6 A360 F1 M O2' - 0 "1 1 ' - 0 "M O5' - 0 "8 ' - 0 "M O3' - 0 "5 ' - 0 "A562 G1 P P 1 6' - 2" A002 B5 A002 B7 E.1 1A1A 101 A353 H11 1 6 ' - 8 "A563 G1 1 05' -6" A353 H4 ESF-1 ESF-1 ESF-1 ESF-1 A002 B5 1 ' - 6 "A002 A7 SIM 6 3 /4" 9 7 /8 "5D 5D W33 W25 A353 H10 A353 H8 A353 H6 OPEN TO ABOVE 100V1B 100V2A ESF3 ESF110' - 1" MI NUMUM CLEARESF6 2A1' - 6" 96° 123A ESF3 ESF-1 ESF-1 2A A10 A501 ________________________________________________ P P 1 4D 4C 4D 2B ISF1 ISF3 PP1PP1 3' - 11 3/4"17' - 4 3/8"1' - 10" 6' - 8 1/4"7' - 6 1/8"5' - 10 1/8" 100 MAIN LOBBY A2 A455 ________________________________________________15 ' - 2 3/ 4 " SECTOR 1 SECTOR 2 SECTOR 3 FECFIRE EXTINGUISH CABINET/BRACKET INT CR INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGSEMERGENCY GAS SHUTOFF CABINET ELECELECTIC PANEL AUTOMATIC DOOR OPERATOR WAVE PLATE PP1 FACPFIRE ALARM CONTROL PANEL RAPREMOTE ANNOUNCIATOR PANEL 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.2/5/2021 4:44:50 PMA113 FIRST FLOOR PLAN - SECTOR 3 02/05/2021 2018089 SAH, CRB, KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEY PLAN KEYED CONSTRUCTION NOTES 0'1'2'4'8' 1/4" = 1'-0"B3 FIRST FLOOR PLAN - SECTOR 3 1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT 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 EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. 1 ADJUST LOCATION OF WINDOW FRAME WITHIN THE MASONRY OPENING TO AVOID STEEL CROSS-BRACING. 2 X-RAY ELEVATING TABLE. 3 X-RAY WALL STAND. 4 X-RAY SYSTEMS CABINET. 5 X-RAY TETHER INTERFACE BOX. 6 X-RAY GRID HOLDER. 7 X-RAY DISCONNECT PANEL. # REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 DN UP FECFIRE EXTINGUISH CABINET/BRACKET INT CR INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGSEMERGENCY GAS SHUTOFF CABINET ELECELECTIC PANEL AUTOMATIC DOOR OPERATOR WAVE PLATE PP1 FACPFIRE ALARM CONTROL PANEL RAPREMOTE ANNOUNCIATOR PANEL E7 A401 ________________________________________________ E7 A401 ________________________________________________ 1 2 A B C A302 E1 A5 A401 ________________________________________________ A5 A401 ________________________________________________ E SECTOR 1EWS-1 EWS-1 1B 3B 3B 3B 3B 1E 3A 4C9 3B 2A 232C ST2-2A 232B 243A 9 10' - 4 7/8"6' - 4 5/8"31' - 2"7' - 0 3/4"17' - 11 1/2"8' - 4 1/4"6' - 0 1/8"10' - 10 3/8"7' - 11 7/8"14' - 11 7/8"243 IT/ELEC A301 E1 A302 A1 234 EDUCATION/ CONFERENCE 235A STORAGE 236 STAFF TOILET 241 RESPITE/ MEDITATION 237 STAFF TOILET 238 OFFICE MANUALLY OPERABLE ROOM DIVIDER 239 RESPITE/ LACTATION240 RESPITE/ LACTATION 242 STAFF BREAK 1E 2A 2A2A 5A 2A 2A 3B 1B 239A 237A 238A 242A 3B2B 2A 241A A8 A451 ________________________________________________ A1 A454 ________________________________________________ D A465 E1 A1 A453 ________________________________________________ A7 A453 ________________________________________________95' - 4"2' - 4" MO 3' - 0"12' - 8" MO 3' - 0"6' - 8" MO 4' - 0"10' - 8" MO 3' - 0"7' - 0" MO 3' - 0" EWS-1 EWS-1 A7 A454 ________________________________________________ 235 MULTIPURPOSE/ ACTIVITY SECTOR 3A353 E11 E9 7 5/8" 8' - 5"8' - 6"5' - 7 1/2"5' - 0"25' - 4 7/8"SECTOR 2SECTOR 1240A 236A ST2-2 STAIR 232 CORRIDOR 2A 2A 2B 4A 1A 1B 2A 2A 1A 4A 4C 4C 4C 3B47' - 5 1/4"5' - 5 1/8"9' - 8 1/2"6' - 9 3/4"1' - 0"7' - 11 7/8"14' - 11 7/8"52' - 10 1/4"6' - 7 7/8"11 3/4"2' - 2 3/4"7' - 8"8' - 1 1/4"5' - 2"9' - 8 1/2"7 5/8" 8' - 5" 1' - 0 5/8" 3' - 10 7/8" 3' - 6 1/2" 5' - 7 1/2" 3' - 6 1/2" 3' - 10 7/8" 1' - 0 5/8"21' - 10 7/8" 235A 234A A353 E4 E6 A353 E9 OPP A353 E11OPP A353 D1 D3 A353 D1 A353 D3 A353G10 2B 2' - 4" MO 4' - 0"7' - 4" MO 6' - 0"15' - 0" MO 5' - 0"8' - 4" MO 5' - 0" 10' - 4 7/8"44' - 7 3/8" 4A 235AA FEC B.3 B.5 REFER TO FIREPROOFING SHEETS FOR PROTECTION OF EXPOSED STRUCTURAL MEMBERS 4A4A 4D 4D W21 W32W33W36W27 W25W26W28W24W25 A10 A565 ________________________________________________ 54' - 6 5/8" ±6"4A 8 1/2"A002 A7 SIM 8 1/2" 4A ALIGN 4A 8 1/2" 1' - 8 3/4" 7 7/8"7 5/8"1' - 5 3/4"55' - 4" A002 A11 SIM 4A 4A A002 A7 SIM 2A 21' - 4 3/4" 4D4A4A4A4A4A4A 4D 4D 4D 5A 4A5A 4D 4C 4D 5A A565 A1 CLEAR 4' - 0"CLEAR4' - 0"CR 4A ALIGN 6' - 0" REFEER ALSO TO ALTERNATE #8. SECTOR 1 SECTOR 2 SECTOR 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.2/5/2021 4:44:57 PMA121 SECOND FLOOR PLAN - SECTOR 1 02/05/2021 2018089 SAH, CRB, KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT 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 EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. GENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEY PLAN KEYED CONSTRUCTION NOTES 1 ADJUST LOCATION OF WINDOW FRAME WITHIN THE MASONRY OPENING TO AVOID STEEL CROSS-BRACING. 2 X-RAY ELEVATING TABLE. 3 X-RAY WALL STAND. 4 X-RAY SYSTEMS CABINET. 5 X-RAY TETHER INTERFACE BOX. 6 X-RAY GRID HOLDER. 7 X-RAY DISCONNECT PANEL. 0'1'2'4'8'1/4" = 1'-0"A2 SECOND FLOOR PLAN - SECTOR 1 # REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 3 4 5 A B C A301A3 A5 A401 ________________________________________________ A5 A401 ________________________________________________ 3.8 CLEAR6' - 0"212 EXAM 211 EXAM 210 EXAM 209 MANAGER OFFICE 208 SHARED STAFF BREAK 201 WAITING 200A PUBLIC TOILET 200B PUBLIC TOILET 202 SHARED RECEPTION/ REGISTRATION 207 CIRCULATION 203 SHARED CLERICAL OFFICE 204 MULTIPURPOSE/ CONSULT/ TELEMED 205 STAFF TOILET 206 SHARED MULTIPURPOSE/ CONSULT/ TELEMED 213 PHYSICIAN OFFICE/ DICTATION 214 NURSE 215 EXAM 216 EXAM 217 EXAM 218 EXAM (GYN) 219 SHARED CLEAN WORK/ MED PREP 221 LAB220 EXAM (GYN) PoS 222 PATIENT TOILET 224 VISITOR TOILET (PoS) 225 DENTAL TREATMENT ROOM 229 SHARED SOILED HOLDING 226 EVS 228 CIRCULATION 227 DENTAL EQUIPMENT STERILIZATION 231 SHARED EQUIPMENT STORAGE 223 VITALS ALCOVE SECTOR 2SECTOR 1S E C T O R 2SECTOR 3 230 DENTAL OFFICE 3B 3B 3B 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3B 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 1A 1A 1A 3A 3A 3A 3A 3A 3A 3B 3A 3B 1A 3A 3A 3A 9 4A9 EWS-1 EWS-1 EWS-1 217A 218A 216A 228C 219B 220A 215A 229A 219A 227B 230A 231A 226A 227A 200B 200A 225A 224A 228A 207A 222A 203A 204A 205A 206A 211A 210A 209A 208A 212A 213A 221A 233A A461 C7 A303 A1 A303 A5 4C 200EA ELEV A 200EB ELEV B 10' - 6"10' - 6"10' - 6" 10' - 6"5' - 6 1/8"9' - 3 1/2"12' - 10" 10' - 6"5' - 6 1/8" 5' - 3 1/8"6' - 1 3/8"10' - 9"7' - 8 1/2"8' - 2 1/8" 38' - 1 5/8"7' - 8 1/2" 9 ' - 0 1 /8 "7 ' - 5 1 /2 "1 0 ' - 1 0 5 /8 "1 0 ' - 1 3 /8 "1 0 ' - 6 "8 ' - 5 1 /2 "1 0 ' - 7 3 /8 "5 ' - 0 "7 ' - 0 "1 0 ' - 0 "5 ' - 6 1 /8 "4 ' - 5 3 /8 "8 ' - 1 0 3 /4 "6 ' - 4 7 /8 "5 ' - 5 1 /2 " 6 ' - 7 7 /8 "9 ' - 4 7 /8 "12 ' - 4 3/ 4 " 5 ' - 8 1/ 2 "8' - 5 1/4"12' - 9 7/8"21' - 3 1 /8"21' - 3 1/8"1' - 11 1/ 4 "6' - 4 1/ 4 "5' - 5 1 /4"7' - 6 1 /2" 4 ' - 1 3/ 4 "8' - 10"12' - 7 3/4"5' - 6 1/8"12' - 6 1/2"5' - 9 1/8"8' - 5 1/8"7' - 11 3/4"6' - 7 7/8"11 3/4"12' - 2 3/8"12' - 7 3/4"5' - 6 1/8"14' - 0 7/8"5' - 1 1/2"5' - 0 7/8"4' - 1 1/2"6' - 3 5/8"6' - 7 7/8"18' - 1 7/8"6' - 0 1/2"8' - 0 3/8"6' - 2 1/2"7' - 9 3/4"5' - 6 1/8"7' - 9 5/8"5' - 6 5/8"7' - 9"2' - 5 3 /8"11' - 2 3 /4"6' - 9 1 /4" ROOF ACCESS SKYLIGHT HATCH ABOVE 232A 228B 232 CORRIDOR 2A 9 A355C4 C5 A354 H7 H6 A354 H4 A354 A4 A354A9 A355 A7 A354 C3 C5 A354 C11 C7 A354 A2 A354 E7 A354 E5 A354 F1 A355 C7 A354 H11 A354 E1 A354 F6A354F11 A354 F4 A354 H9 F9 A355A7 A10 A355C9 C11 A5 A3 E3 A354 E11 A354 H3 5.5 5.6 8' - 8" MO 2' - 0"7' - 4" MO 3' - 0" 2' - 0" MO 4' - 0"8' - 8" MO 2' - 0" EWS-1 EWS-1 SECTOR 2SECTOR 1S E C T O R 2SECTOR 3 233 TELMED 4C 4C 4A 4A 202A 3A 3B 3A 3A 3A 3A 3A 3A 3A 3A2' - 7 1/2"1' - 6 3/4"5' - 3 5/8"1' - 6 3/4"2' - 7 1/2"135°135°135°135°9' - 10 7/8"6' - 5 1/2" 7' - 8 1/2" 8' - 2 1/8" E9 A564 A8OPPA5 O P P A354 E11 A355 A1 A355 C1 A355 C2 3 ' - 3 7 /8 "M O3' - 0 "4 ' - 4 "M O4' - 0 "3 ' - 8 "M O3' - 0 "7 ' - 4 "M O3' - 0 "7 ' - 4 "M O4' - 0 "8 ' - 0 "M O2' - 0 "7 ' - 4 "14' - 8"MO3' - 0 "5' - 4"MO3' - 0" 6 ' - 4 "MO3' - 0" 7 ' - 0 "MO10 ' - 0 "11 ' - 4 "63 ' - 8 "1' - 5" 1A 3A 123°3A 123° 123° 4D 4D 123°123°7 ' - 6 1 /2 "12 201A 207A TRIAGE NURSE ALCOVE B.3 B.5 3B FEC PASS-THRU SPECIMEN CABINET RECESSED WATER DISPENSER FECRECESSED WATER DISPENSER W39 W24 W24 W24 W25 W28 W24 W24 W28 W21 W21W24W22W27 W45A W45W25 A563 A4 3A BL-H 105 ' - 6 " 4D 4D 1 ' - 3 7 /1 6 "5 1 /2" A564 F10 A564 F10 A564 F10 A564 F10 A564 F10 A564 F10 8"46' - 1 3/8" ± 5' - 8" 4A A002 A7 SIM ALIGN 4A 4A A002 A7 ALIGN SIM 6 5 ' - 2 1 /2 "A302 A1 4D 4D ALIGNA353 H11SIM A565 G1 A565 F6 2' - 10 3/4" 2' - 0" 4D 4C 4D4D 3A 4A 5D 4D 3' - 10 3/4" 4D 4D4C 4C 4C4C4C 4D 3A 3A 4D 4D 4D 4B 4A 4A 4A 4A 4A 4A 2A 3BCRPP1PP1CRPP1PP1 A565 H4 ALIGN 9' - 10 7/8"3' - 11 3/4"17' - 4 3/8"1' - 10 3/8" 6' - 7 7/8"7' - 6 1/8" A360 H1 A360 H6 BL-SC-CFEC A7 A563 ________________________________________________ SECTOR 1 SECTOR 2 SECTOR 3 FECFIRE EXTINGUISH CABINET/BRACKET INT CR INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGSEMERGENCY GAS SHUTOFF CABINET ELECELECTIC PANEL AUTOMATIC DOOR OPERATOR WAVE PLATE PP1 FACPFIRE ALARM CONTROL PANEL RAPREMOTE ANNOUNCIATOR PANEL 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.2/10/2021 2:34:31 PMA122 SECOND FLOOR PLAN - SECTOR 2 02/05/2021 2018089 KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"A2 SECOND FLOOR PLAN - SECTOR 2 GENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEY PLAN KEYED CONSTRUCTION NOTES 0'1'2'4'8' 1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT 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 EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. 1 ADJUST LOCATION OF WINDOW FRAME WITHIN THE MASONRY OPENING TO AVOID STEEL CROSS-BRACING. 2 X-RAY ELEVATING TABLE. 3 X-RAY WALL STAND. 4 X-RAY SYSTEMS CABINET. 5 X-RAY TETHER INTERFACE BOX. 6 X-RAY GRID HOLDER. 7 X-RAY DISCONNECT PANEL. # REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 DN UP A303 C5 3 4 E 3.8 F 3.9 SECTOR 1ROOF ACCESS SKYLIGHT HATCH ABOVE 2A EWS-1 1A9 EWS-1 233A A462 D1 4C A5 A455 ________________________________________________ A9 A455 ________________________________________________ A301A3 12 12 ST1-2 STAIR 1 12 D A353 E1 EWS-1 A605 C1SECTOR 38' - 7 5/8"26' - 2 3/8" S E C T O R 2 S E C T O R 3 200 WALKING TRACK 235A 234A ST1-2A 3' - 4"MO5' - 0"6' - 10 "MO2' - 0"9' - 8"MO3' - 0"8' - 0"MO4 ' - 0 " 4 1' - 10" 2 2 ' - 3 7 /8 "M O4' - 4 "7 ' - 8 "M O4' - 0 "2 ' - 0 "M O2' - 0 "5 ' - 8 "2 ' - 0 "12 201A ST1-2B 8' - 5 3/8"7 ' - 5 7 /8 "2 2 ' - 0 3 /4 "75°72° E.1 111°102°OPEN TO BELOW 3B W22 W29 W40 W21 W24 W28 W21 A353 A1 W31 1 05' -6" A002 A7 SIM A002 A7 SIM 4C 4C 4C 1 ' - 7 7 /8 "1 0"10 " A002 A7 SIM A10 A468 ________________________________________________ A469 A3 A469 A5 A469 A1 8 "3 ' - 6 "1 5 8 ° 4C 4D 5A 4D 4C 4D 4C 4C 4C 4D 4D 2A ISF6 ISF8 PP17' - 10 3/4"ALIGN 9' - 10 7/8"3' - 11 3/4"17' - 4 3/8"1' - 10 3/8" 6' - 7 7/8"7' - 6 1/8" A360 H1 A360 H6 A360 H9 FEC SECTOR 1 SECTOR 2 SECTOR 3 FECFIRE EXTINGUISH CABINET/BRACKET INT CR INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGSEMERGENCY GAS SHUTOFF CABINET ELECELECTIC PANEL AUTOMATIC DOOR OPERATOR WAVE PLATE PP1 FACPFIRE ALARM CONTROL PANEL RAPREMOTE ANNOUNCIATOR PANEL 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.2/5/2021 4:45:12 PMA123 SECOND FLOOR PLAN - SECTOR 3 02/05/2021 2018089 KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEY PLAN KEYED CONSTRUCTION NOTES 0'1'2'4'8' 1/4" = 1'-0"B3 SECOND FLOOR PLAN - SECTOR 3 1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT 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 EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. 1 ADJUST LOCATION OF WINDOW FRAME WITHIN THE MASONRY OPENING TO AVOID STEEL CROSS-BRACING. 2 X-RAY ELEVATING TABLE. 3 X-RAY WALL STAND. 4 X-RAY SYSTEMS CABINET. 5 X-RAY TETHER INTERFACE BOX. 6 X-RAY GRID HOLDER. 7 X-RAY DISCONNECT PANEL. # REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 UP DN E7 A401 ________________________________________________ E7 A401 ________________________________________________ 1 2 3 A B C A5 A401 ________________________________________________ A5 A401 ________________________________________________ 1' - 0 1/4" 323 ELEC/ DATA ST2-3 STAIR 2 ST2-3 9 4D 4D 9 2B 5D 9 A465 A5 A301 E1 A302 E1 A302 A1 A8 A451 ________________________________________________ A1 A454 ________________________________________________ D A1 A452 ________________________________________________ A1 A453 ________________________________________________ A7 A453 ________________________________________________ A7 A454 ________________________________________________ 322 EXAM/CONSULT 321 EXAM/CONSULT 320 EXAM/CONSULT 319 EXAM/CONSULT 318 EXAM/CONSULT 312 CENTRAL CLEAN WORK 313 EXAM/CONSULT 314 EXAM/CONSULT 315 EXAM/CONSULT 316 EXAM/CONSULT 317 STAFF CIRCULATION 317E NURSE WORK AREA 317F PROVIDER OFFICE 324 TRIAGE NURSE 326A PATIENT TOILET 325 STAFF TOILET 326 SPECIALTY EXAM/ TREATMENT 327 PATIENT TOILET 317 STAFF CIRCULATION 339A PROVIDER OFFICE 329.1 EXAM/CONSULT 329 EXAM/CONSULT 339 NURSE WORK 330 EVS 331 EXAM/CONSULT 328 EXAM/CONSULT 327 EXAM/CONSULT 339B TRIAGE NURSE 336 PATIENT TOILET 335 SPECIALTY EXAM/TREATMENT/ TELEMED 335A PATIENT TOILET 334 LAB 332 LAB DRAW 333 SPECIMEN COLLECTIONSECTOR 1SECTOR 2SECTOR 2SECTOR 1E.1 323A 333A329B329.1B 332A 334A 335AA 335A327B 339AA 336A 339A 328B 331B 330A 335B 317FA 317B 327A 317A326B 325A 326AA 324A 317BB 350A 315B 316B 312B 313B 313A 320B 314A 315A 312A 322B 322A 321B 321A 320B 320A 319B 319A 318B 318A 326A 316A 327A 328A 331A 339BA 329.1A 329A B.3 B.5 3A 4D 4A 4D EWS-3 9 5D EWS-2 EWS-2 9 2B 3A 3A 3A 3A 3A 3A 3A3A 3A3A 3A3A 3B 3A 3A 3A 3A 3A 3A 3A 2A 2A 5A 3A 3A 3A 1A 3A 4A3A 4D 4D 3A 1A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A3A 3A 3A 3A 2A 2A 1E 1A 3A 5A 4D 5A 1E 2B EWS-2 3A 4D 3A 3A 4A 4A 9 350 STORAGE A565 G1 335B STORAGE 3A FEC FEC A565 G1 SIM 4A 4A 4A 1' - 9 3/8" 10 3/4" 3' - 11 1/8"5' - 10 1/2"2' - 1 1/2"3' - 10 1/2"4' - 1 1/2"5' - 10 1/2"2' - 1 1/2"3' - 10 1/2"4' - 1 1/2"15' - 10 1/2"4' - 1 1/2"5' - 2 1/8" 7' - 2 5/8"7' - 5 1/2"14' - 6 1/8"8' - 10 7/8"10' - 3 3/4"13' - 5 3/4"8' - 0 1/4"6' - 9 3/8"6' - 6 3/8"13' - 4 3/8"6' - 6"10' - 9 3/8"7' - 2 3/4"6' - 9 3/8"5' - 5 5/8"13' - 4"5' - 6 1/4"13' - 4" 9' - 8 3/4"6' - 11 5/8"3' - 6 1/2" 3' - 6"5' - 5 5/8"13' - 4"5' - 6 1/4"13' - 4"7' - 0 5/8"11' - 0 3/8"21' - 4"3' - 11 3/8"3' - 5 1/4"2' - 11 1/8"3' - 0 5/8"5' - 6"3' - 9 3/8"2' - 4 5/8"10' - 7"7' - 10"12' - 2"18' - 1"5' - 6"9' - 9"9' - 9"9' - 8 3/8"5' - 6"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"6' - 1"6' - 11"5' - 2 1/4"3' - 2 1/8"3' - 0 7/8"7' - 5 3/4"8' - 10 3/8"5' - 6"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"4' - 5 3/4"1' - 7 1/4"CLEAR4' - 11 7/8" MINCLEAR 5' - 0" MIN CLEAR 5' - 0" MIN CLEAR 5' - 0" MIN 29' - 2 1/4"13' - 4" 5' - 6 1/4"8' - 4 3/4"5' - 3" CLEAR 5' - 0" MIN A359 H6 H8 H10 A360 A4 A359 H3 H1 H5 A360 A7 A5 A360 A9 A11 A358 E1 A359 G2 A359G3 A359C1 A359E1 E3 A359 G11 G9 G7 G6 A359 E11 E9 E6 REFER TO FIREPROOFING SHEETS FOR PROTECTION OF EXPOSED STRUCTURAL MEMBERS REFER TO FIREPROOFING SHEETS FOR PROTECTION OF EXPOSED STRUCTURAL MEMBERS 3A ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN PASS-THRU SPECIMEN CABINET A564 F10 A564 F10 A564 F10 A564 F10 A564F10 A564F10 A564F10 A564F10 A564F10 A564F10 A564F10 A564F10 A564 F10 A564 F10 A564D5 A503 D6 A503 E6 EWS-2 EWS-2 9 1/2" 8"11 1/2"4D EWS-2 CW1 CW5 TYPICAL ALL WINDOWS TYPICAL ALL WINDOWS ECW-1EWS-3 EWS-3 EWS-2 EWS-2 EWS-2 EWS-3 EWS-3ECW-1 2' - 2 1/4" 4A 4D 4D 4A 5A 4B4D4D4D 4D 5 1/2" 2' - 1 7/8"6' - 9"1' - 6 3/8"1' - 2 1/4" 1' - 1 1/2"4' - 3 1/4"1' - 9 3/8" 1' - 6 1/4" 4' - 1 1/2"7' - 10 1/2"4' - 1 1/2"7' - 10 1/2"3' - 1 1/2"14' - 10 1/2"4' - 1 1/2"14' - 4 1/4"5' - 4 1/2"D7 A564 D7 D7 D7 D7 D7 D7 D7 MIR MIR MIR MIR MIR MIR MIR MIR F8 F8 F8 F8 F8 D7 MIR BL-M BL-L A301A1MIR OPEN TO BELOWFEC SECTOR 1 SECTOR 2 FECFIRE EXTINGUISH CABINET/BRACKET INT CR INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGSEMERGENCY GAS SHUTOFF CABINET ELECELECTIC PANEL AUTOMATIC DOOR OPERATOR WAVE PLATE PP1 FACPFIRE ALARM CONTROL PANEL RAPREMOTE ANNOUNCIATOR PANEL 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.2/11/2021 10:30:43 AMA131 THIRD FLOOR PLAN - SECTOR 1 02/05/2021 2018089 HRT/KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEY PLAN KEYED CONSTRUCTION NOTES 0'1'2'4'8' 1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT 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 EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. 1 ADJUST LOCATION OF WINDOW FRAME WITHIN THE MASONRY OPENING TO AVOID STEEL CROSS-BRACING. 2 X-RAY ELEVATING TABLE. 3 X-RAY WALL STAND. 4 X-RAY SYSTEMS CABINET. 5 X-RAY TETHER INTERFACE BOX. 6 X-RAY GRID HOLDER. 7 X-RAY DISCONNECT PANEL. 1/4" = 1'-0"A2 THIRD FLOOR PLAN - SECTOR 1 # REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 DN UP 3 4 4 5 5 AA BB CC 3.8 3.8 ST1-3 STAIR 1 9 ROOF BELOW (SEE SHEET A160) ROOF BELOW (SEE SHEET A160) 4C 5D 5A 9 9 A462 G1 A461 C7 300EA ELEV A 300EB ELEV B A301A3 A302 A1 A301 E1 A5 A452 ________________________________________________ DD 90° 5.5 5.5 5.6 311 CENTRAL SOILED WORK 310 PATIENT VITALS ALCOVE 317A PROVIDER OFFICE 309 EXAM/CONSULT 308 EXAM/CONSULT 307 EXAM/CONSULT 306 EXAM/CONSULT 305 STAFF BREAK AREA 305A STAFF TOILET 302 PATIENT TOILET 301A OFFICE MANAGER 303 SPECIALTY EXAM/TREATMENT 301 REGISTRATION 300 GUEST WAITING/ CIRCULATION 300A PUBLIC TOILET 300B PUBLIC TOILETSECTOR 1SECTOR 2SECTOR 2SECTOR 16 ' - 11 1 /8" 5 ' - 4 5 /8" 6 ' - 3 7/8" A605 E.1 E8 317BB 313A 314A 315A 312A 316A 300BA 300AA 304A 302A 301B 301AA 301C 301A 311B 311A 317AA 303B 305AA 306B 307B 308B 309B 306A 307A 308A 309A ST1-3 303A 317BA 305A 304B A653D2 B.3B.3 B.5B.5 4D 9 5D 2B 3A 1A 4D 3A 4A 3A FEC1A 3A 3A 3A 3A 3A 3A 3B 3A 3A 3A4A 4A 317B NURSE WORK AREA 3A 3A 3A 3A 3A 3A 3A 2A 3A 3A 2B 3A 3A 3A 3A 1A 1A 2A 4D 2A 4D 4A 4D 304 CIRCULATION A565 G113' - 1 1/4"8' - 1 3/8"13' - 5 3/4"5' - 6"2' - 11 3/8"6' - 9 5/8"21' - 1 3/8"8' - 11 3/4"9' - 0 1/4"5' - 11 3/4"2' - 7 1/2"1' - 6 3/4"5' - 3 3/4"1' - 6 3/4"2' - 7 1/2"21' - 3 3/4"7' - 9"5' - 7 5/8"7' - 8 3/4"7' - 6 1/8"9' - 9"9' - 9"9' - 9"9' - 9"4' - 1 3/8"1' - 11 5/8"16' - 1 1/8"6' - 5 1/2"5' - 5 1/2"5' - 5 1/2"8' - 11 1/2"18' - 6 1/2"3' - 0 5/8"8' - 4 7/8"7' - 6 3/4"3' - 11"11' - 1 3/8"6' - 5 1/2"6' - 3"7' - 10 1/2"4' - 1 1/2"7' - 10"7' - 10 3/4"7 1/2"10' - 8 7/8"17' - 10"4' - 2"3' - 10 1/2"6' - 1 1/8"13' - 10 3/4"4' - 1 1/2"5' - 10 1/2"2' - 2"19' - 10"8' - 8 7/8"4' - 9 1/2"9' - 5 3/8"4' - 9 1/2"13' - 4"5' - 6 1/4"7' - 9"9' - 5 1/8"7' - 4 1/8" 2' - 1 1/8" 5' - 3 1/2"13' - 8 7/8"13' - 4"5' - 6 1/4"6' - 5 5/8"5' - 5 1/2"5' - 6 1/8"9' - 2 1/8" 6' - 7 7/8"7' - 6 1/8"10' - 4 3/8"15' - 5 1/4"10' - 0 "CLEAR 5' - 0" MIN CLEAR 4' - 4" MIN A358 F6 A359 A8 A351E10 A564 A5 A8 A564 A8OPP A5 OPP A358H6 A359 A11 A358 F10 F1A358E3A359 C11 A359 A1 A3 A564 D7 D3 D1 A358 H1 H3 A358 H10 A359 C7 C5 C3 C9 A355 D10 TYP 1A 3B 3A ALIGN ALIGN ALIGN 135°135°A358 C1 SIM BL-N A564 F10 A564F10 A564F10 A564F10 A353 H11SIM A563 C1 A563 A1 SIM SIM 8"11 1/2"4D CW1 CW4 TYPICAL ALL WINDOWS CW2 CW3 TYPICAL ALL WINDOWS EWS-2 EWS-2EWS-2 ECW-1 EWS-3 EWS-3 TYPICAL ALL WINDOWS TYPICAL ALL WINDOWS ECW-1 EWS-3 ECW-1 ECW-1 EWS-3EWS-3 EWS-3 4D 4D 4A 5A 4B 4D 5 1/2" 4D4D 1' - 1 1/2"5' - 11"5' - 7 1/4"11' - 6 7/8"9' - 5 1/4" 4D 4D 3' - 9 3/8" 1' - 6 7/8" 1' - 7" 5D 4D 4A4A 4A 4A 4D 1' - 4 5/8"7' - 3 1/2"1' - 0 1/2"29' - 4 1/2"1' - 1 5/8"17' - 5 7/8"4D 2' - 1 1/2"7' - 10 1/2"8' - 1 1/2"5' - 10 1/2"4' - 1 1/2" 2' - 10 1/2"7' - 1 1/2"7' - 10 1/2"3' - 1 1/2" 2' - 10"12' - 1 1/4"5' - 3 3/4"CR24' - 2 5/8" MIR 123°4C 4C4D 4C ALIGN BL-M BL-M C4 A565 ________________________________________________ 4A REFER TO FIREPROOFING SHEETS FOR PROTECTION OF EXPOSED STRUCTURAL MEMBERS 3A 3B 1' - 7 1/2" 1' - 4" A2 FECSECTOR 1 SECTOR 2 FECFIRE EXTINGUISH CABINET/BRACKET INT CR INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGSEMERGENCY GAS SHUTOFF CABINET ELECELECTIC PANEL AUTOMATIC DOOR OPERATOR WAVE PLATE PP1 FACPFIRE ALARM CONTROL PANEL RAPREMOTE ANNOUNCIATOR PANEL 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.2/10/2021 2:34:45 PMA132 THIRD FLOOR PLAN - SECTOR 2 02/05/2021 2018089 KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"A1 THIRD FLOOR PLAN - SECTOR 2 GENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEY PLAN KEYED CONSTRUCTION NOTES 0'1'2'4'8' 1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT 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 EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. 1 ADJUST LOCATION OF WINDOW FRAME WITHIN THE MASONRY OPENING TO AVOID STEEL CROSS-BRACING. 2 X-RAY ELEVATING TABLE. 3 X-RAY WALL STAND. 4 X-RAY SYSTEMS CABINET. 5 X-RAY TETHER INTERFACE BOX. 6 X-RAY GRID HOLDER. 7 X-RAY DISCONNECT PANEL. # REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 DN UP E7 A401 ________________________________________________ E7 A401 ________________________________________________ 1 2 3 A B C A302 E1 A5 A401 ________________________________________________ A5 A401 ________________________________________________ E 433 SHARED CONFERENCE 432 DEXASCAN 420 SOILED WORKROOM 419 CLEAN WORKROOM 418A GOWNING 429 IMAGING IT/DATA 415 ULTRASOUND (GUIDED BIOPSY) 423 ULTRASOUND (PoS) 423A PATIENT TOILET (PoS) 431 MAMMOGRAPHY (STEREOTATIC BIOPSY) 427 MAMMOGRAPHY 426 READING ROOM 428 OFFICE/ READING 424 ULTRASOUND 430 ELEC/DATA 443 STAFF BREAK 445 STAFF TOILET 439 EVS 421 EQUIPMENT STORAGE & FLEX SPACE 431A EQUIPMENT STORAGE 424A PATIENT TOILET 441 PROCEDURE ROOM 440 PROCEDURE ROOM 436 RECEPTION 436A PROVIDER OFFICE 435 CIRCULATION 437 CLEAN WORKROOM& EQUIP.STORAGE 438 SOILED WORKROOM 434 WAITING 444 PATIENT TOILET CLEAR 5' - 0" 425 WOMEN'S CIRCULATION 422 MEN'S CIRCULATION 442A 441A 440A 436A 435B 438A 439A 437A 443A 445A 433B 435A ST2-4 425B 432A 421A 420A 419A 425A 423A431A 431B 422B 430A 429A 427A 431AA 426A 424A 424AA 423AA 423B 416A 3A 3B 3A 2B 3A 4A 3A 3A 3A 2B 3A 2B 2B 2B 3A 1E 3A 3A 3A 3A 2B 3A 3A 3A 9 9 4C 4C 3A3A 3A 3A 4C 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 1' - 9 3/8"2' - 9 1/8"4' - 0 1/2"7' - 10 3/4"4' - 1 1/2"7' - 11 1/8"4' - 0 3/4" 1' - 2" 10' - 10"1' - 2 5/8"10' - 9 3/8" 6' - 4 3/8" 1' - 1 3/4" 4' - 6"11' - 3 1/2"14' - 9" 10' - 8 1/4"5' - 7"14' - 9"9' - 9 7/8"9' - 4 1/8"9' - 4 1/8" 5' - 8 1/4"4' - 0"5' - 6 1/8"9' - 9 5/8"2' - 3 1/2" 4' - 11"7' - 8 1/2"13' - 2 5/8"5' - 6 1/8"1' - 6 3/8"14' - 3 5/8"5' - 6 1/8"13' - 4 1/4"6' - 6"7' - 8 1/8"7' - 4"11' - 9 7/8"15' - 10"5' - 6 1/8"3' - 11 3/8"2' - 9 5/8"6' - 7"6' - 9 1/4"12' - 7 3/4"5' - 6 1/8"3' - 10 5/8"1' - 7 5/8"8' - 1 1/8"15' - 9 3/8"6' - 0 3/8"5' - 1 3/8"436AA A302 A1 A301 E1 A357 H7 A357 F1 A357 H3 A357 F3 A357F11A357F8 A357F7 2 A451 ________________________________________________ A1 A454 ________________________________________________ D A465 E5 A1 A452 ________________________________________________ A1 A453 ________________________________________________ A7 A453 ________________________________________________ F5 A357 H11 H9 H5 H1 A358A10 A11 A358 A8 A358 A1 A358C11 A358E5A358E7 A358 E11 A358 C2 A358 C5 C4 A358 A7A5 C7 C9 E4 A7 A454 ________________________________________________ ST2-4 STAIR 2 3A SECTOR 1SECTOR 2SECTOR 2SECTOR 1400 ELEVATOR LOBBY & PUBLIC CORRIDOR 434A 418A 428A 444A 12' - 2 5/8"3' - 7 3/8"5' - 6 1/8"13' - 4"6' - 9 1/4"12' - 7 3/4"5' - 6 1/8"3' - 0 1/4"10' - 5"2' - 0"4' - 8 1/2"9' - 3"6' - 0 3/8"1 3 5 °135°432B27' - 4 1/2"7' - 3 5/8"9' - 8 7/8"50' - 7 1/4"41' - 1 1/8"2' - 7"18' - 4 1/2" 3A 3A 3A 3A 4A 9' - 7 3/4"5' - 8 1/2"8' - 9"5' - 4 1/8"5' - 10"11' - 0 1/8"16' - 6 3/4" 2B 2B 3A 2B 2B 3A 3A 3A 3A 9' - 9 1/8"5' - 5 1/4" 3' - 0"11' - 4 1/2"3 5/8" 10' - 0 1/2"13' - 2 5/8" 5' - 8 1/2"2' - 0 5/8" 1' - 1 7/8" 1E 3A 3A 3A 3A 3A 3A 3A 3B 442 PROCEDURE ROOM 4A 4A 4A 1A CLEAR4' - 0"CLEAR4' - 2"A358C4A358C4 E9 A564 A8 A564 A8 E.1 B.3 B.5 1' - 8 3/4" 6 4A REFER TO FIREPROOFING SHEETS FOR PROTECTION OF EXPOSED STRUCTURAL MEMBERS REFER TO FIREPROOFING SHEETS FOR PROTECTION OF EXPOSED STRUCTURAL MEMBERS FECFEC 4A 4A 4D 4D 9 9 2B A2 A358 A4 ALIGN4' - 6"1' - 0"1' - 0"8"15°9' - 7" 4' - 6"1' - 0"1' - 0"9' - 7"15° MAMMOGRAPHY WORKSTATION MAMMOGRAPHY WORKSTATION MAMMOGRAPHY GANTRY MAMMOGRAPHY GANTRY BL-I 416A 9 1/2"9 1/2"8 1/2"4D 4D 1' - 8 5/8"4D 4D 4D 4D7 1/2"7 1/2"5A 4C 9 A503 E6 A503 D6 CW1 CW5 ECW-1 EWS-3 EWS-3TYPICAL ALL WINDOWS TYPICAL ALL WINDOWSECW-1 EWS-3EWS-3 CW6 EWS-2 EWS-2 EWS-2 EWS-2 EWS-2 ECW-1 EWS-2 EWS-2 EWS-2 4A 4A4A 4D 1' - 6 3/8"1' - 6 3/8"1' - 6 3/8"1' - 8 1/8"9 5/8" 9 4D 1' - 1 1/2"21' - 7 1/8"5' - 6 1/8" 2' - 3" 1' - 1 7/8"4' - 2 5/8"4D4D 4D 4D 4D 4D PP1 PP15' - 4 1/2"7' - 10 3/4"6' - 1 1/2"7' - 10 1/2"6' - 1 1/2" 3' - 2 1/8" 1' - 9 3/8" 3' - 6 1/4" 2' - 1 1/2" 4' - 8 7/8" 9' - 3 1/8" 5' - 10 1/2"4' - 1 1/2" 4' - 10 1/2"12' - 1 1/2"5' - 10 1/2"7' - 1 1/2" 2' - 4 1/4" BL-SC-C A301A1MIR OPEN TO BELOWSLAB OPENINGS, REFER TO STRUCTURAL DRAWINGS 99 9 99 13' - 3"4' - 5"2' - 7"4' - 5"4' - 10 3/4"4' - 0"4' - 0"3' - 0" 9 SECTOR 1 SECTOR 2 FECFIRE EXTINGUISH CABINET/BRACKET INT CR INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGSEMERGENCY GAS SHUTOFF CABINET ELECELECTIC PANEL AUTOMATIC DOOR OPERATOR WAVE PLATE PP1 FACPFIRE ALARM CONTROL PANEL RAPREMOTE ANNOUNCIATOR PANEL 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.2/5/2021 4:45:38 PMA141 FOURTH FLOOR PLAN - SECTOR 1 02/05/2021 2018089 SWG, SAH, KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEY PLAN KEYED CONSTRUCTION NOTES 0'1'2'4'8'1/4" = 1'-0"A2 FOURTH FLOOR PLAN - SECTOR 1 1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT 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 EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. 1 ADJUST LOCATION OF WINDOW FRAME WITHIN THE MASONRY OPENING TO AVOID STEEL CROSS-BRACING. 2 X-RAY ELEVATING TABLE. 3 X-RAY WALL STAND. 4 X-RAY SYSTEMS CABINET. 5 X-RAY TETHER INTERFACE BOX. 6 X-RAY GRID HOLDER. 7 X-RAY DISCONNECT PANEL. # REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 DN UP 3 4 5 A B C 6 A5 A401 ________________________________________________ 3.8 3.9 401 IMAGING GUEST LOUNGE/WAITING 403 PRACTICE MANAGER 402 REGISTRATION 407A GOWNING 1 407 WOMEN'S CIRCULATION407C GOWNING 2 407D GOWNING 3 407B PATIENT TOILET 412A HOLDING BAY 1 415A PATIENT TOILET 412B HOLDING BAY 2 411 NURSE/TECH STATION 418 MEN'S SUB-WAIT 418A GOWNING 418B PATIENT TOILET 413 PATIENT TOILET 415 ULTRASOUND (GUIDED BIOPSY) 414 STAFF TOILET 416 DIAGNOSTIC RADIOGRAPHY UP CLEAR 5' - 8"CLEAR5' - 0"417 EVS 405 MULTIPURPOSE/ CONSULT 400B PUBLIC TOILET 400A PUBLIC TOILET 406 CIRCULATION 412 CIRCULATION 400 ELEVATOR LOBBY & PUBLIC CORRIDOR ST3-4 STAIR 3 410 RESULTS ALCOVE 400A 400B 418AA 416B 422A 406B 415AA 415A 414A 409A 408A 407DA 407BA 407A 407AA 403A 3B 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3B 3B 3B 3B 3A 3A 3A 3A 3A 2B 3A 3A 3A 3A 3A 3A 3A 3B 4C 9 9 5A 7C 3A 24' - 6 1/4"6' - 11 3/4" 3' - 7 1/4"6' - 1 3/8"5' - 10 5/8"4' - 1 1/2"5' - 10 1/2"6' - 2 3/4" 2' - 3" A467 C5 A461 C7 10 10 8' - 2 1/2" 2' - 5 1/2" 9' - 2"7' - 8 7/8"6' - 4 1/8"12' - 5 3/4"6' - 1 1/2"8' - 2 1/2"6' - 8 3/8" 12' - 10"7' - 7 7/8"20' - 0 7/8"26' - 10 3/8"5°10' - 11"6' - 5 1/2"5' - 5 1/2"5' - 5 1/2"5' - 5 1/2"11 5/8"7' - 8 1/2"7' - 5 5/8"6' - 2 1/8"5' - 5 1/2"2' - 6 3/4"1' - 2 1/4"1' - 10"5' - 4 1/2"22' - 6 3/8"402A A301A3 A301 E1 A302 A1 409 WOMEN'S SUB-WAIT A357 A5 A356 A6 A356 C9 A356 E10 A5 A452 ________________________________________________ A357 C4 A356E7 D A462 D7 A1 E9 A356E1 E3 E4 A356 C6C3 A356 C1 A356 H5 H8 H10 A357 A11 A8 A356 G1 A356 G6 G4 A356 H2 A3 A357 C11 C9 C7 A357 A1 C1 C2 A10 A356E6 A356 G10 5.5 5.6SECTOR 1SECTOR 2SECTOR 2SECTOR 1ST1-4 STAIR 1 400EA ELEV A 400EB ELEV B 404 STORAGE 434A 401A 404A 406A 402B 405A 407CA 410A 412A 413A 417A 418BA 422 MEN'S CIRCULATION 418A 400C WHEEL CHAIR STORAGE 8' - 8 7/8"7' - 10 1/2"6' - 1 1/2"14' - 10 1/2"3' - 1 1/2"11' - 10 1/2"4' - 1 1/2"11' - 10 1/2"8' - 9"9' - 3"10' - 8 7/8"9' - 7 3/4"1' - 3 1/4"10' - 5 3/8"7' - 8 3/8"4' - 5 1/4"1' - 1 3/8"7' - 9 5/8"10' - 10"6' - 4 1/8"4' - 4 1/4"2' - 3 1/4"6' - 3 7/8"20' - 8 3/4"1' - 9"13' - 5 1/2"6' - 9 1/4"5' - 6 3/4"1' - 0"6' - 1"5' - 8 1/2"4' - 3 3/8"1' - 5 1/2"8' - 11 7/8"14' - 5 1/2"6' - 0 3/8"2' - 7 1/2"1' - 6 3/4"5' - 3 5/8"1' - 6 3/4"2' - 7 1/2"11' - 8 3/4"3' - 0 3/8"4' - 7 7/8"5' - 6 1/8"3' - 8"4' - 11"26' - 10"4' - 6 1/2"12' - 6"7' - 1"6' - 4 1/8" 11 7/8" 17' - 7 3/8"8' - 4 5/8"4' - 8 5/8" 1' - 9 5/8" 23' - 2 1/2"6' - 7 7/8"7' - 6 1/8" 5"10' - 0 7/8"4' - 9 1/4"10' - 6 1/2" 3A 3A 3A 3A 3A 3B 3A 3A 2B 4A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 2' - 0 5/8" 1' - 1 7/8" A356E6 A356E6 4ACLEAR4' - 2"E.1 1A LEAD LINED GYPSUM BOARD WALLS UP TO 7'-0" AFF - LEAD THICKNESS : 1/16" B.3 B.5 1' - 4 1/8"3' - 2 1/2"1' - 8 3/4" 3' - 6 1/2" 3' - 1" 1' - 8" 2 3 4 6 5 7 4A REFER TO FIREPROOFING SHEETS FOR PROTECTION OF EXPOSED STRUCTURAL MEMBERS ST1-4 RECESSED WATER DISPENSER FEC4' - 10 1/8"9' - 8 1/2" 5D 4D 4D A467 A8 9 9 2B ALIGNA563 E4 BL-J A353 H11SIM 400C 416A A565 C1 1' - 8 5/8"4D 4D 4D 4D7 1/2"7 1/2"5A 4C 9 EWS-3 EWS-3 CW1 CW4 TYPICAL ALL WINDOWSECW-1EWS-3 EWS-3 CW2 TYPICAL ALL WINDOWS ECW-1 EWS-3 EWS-3 CW3 ECW-1 ECW-1 TYPICAL ALL WINDOWSEWS-3EWS-3EWS-3 EWS-2EWS-2 ECW-1 TYPICAL ALL WINDOWS1' - 8 1/8"9 5/8" 9 2' - 3" 1' - 1 7/8" 4D 4D 4D 4D 1' - 1 3/4" 5' - 9 5/8"26' - 10 3/8" 4D 4D 4D 3' - 5 3/8" 3 ' - 1 3 /8 "147°4C 4C 2' - 11 1/8"14' - 6 3/8"4D 1' - 4 5/8" 4A 4A 4A 4B 5D 5' - 5 1/2"1' - 2 7/8"1' - 1 7/8"6' - 8 5/8"1' - 10"123°1' - 9 3/4" ALIGN PP1 PP1 PP1 CRUP 3' - 2 1/8" 2' - 4 1/4" 11' - 6 1/4"9' - 1 1/2"5' - 10 1/2" 3' - 1 1/2" 3' - 10 1/2" 4' - 1 1/2"5' - 11 1/4"7' - 0 3/4"4' - 10 1/2"10' - 0 3/4"11' - 8 3/4"ALIGN ALIGN BL-P 18' - 5"16' - 0"FECSECTOR 1 SECTOR 2 FECFIRE EXTINGUISH CABINET/BRACKET INT CR INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGSEMERGENCY GAS SHUTOFF CABINET ELECELECTIC PANEL AUTOMATIC DOOR OPERATOR WAVE PLATE PP1 FACPFIRE ALARM CONTROL PANEL RAPREMOTE ANNOUNCIATOR PANEL 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.2/10/2021 2:34:58 PMA142 FOURTH FLOOR PLAN - SECTOR 2 02/05/2021 2018089 KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEY PLAN KEYED CONSTRUCTION NOTES 0'1'2'4'8'1/4" = 1'-0"A2 FOURTH FLOOR PLAN - SECTOR 2 1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT 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 EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. 1 ADJUST LOCATION OF WINDOW FRAME WITHIN THE MASONRY OPENING TO AVOID STEEL CROSS-BRACING. 2 X-RAY ELEVATING TABLE. 3 X-RAY WALL STAND. 4 X-RAY SYSTEMS CABINET. 5 X-RAY TETHER INTERFACE BOX. 6 X-RAY GRID HOLDER. 7 X-RAY DISCONNECT PANEL. # REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 DN E7 A401 ________________________________________________ E7 A401 ________________________________________________ 1 2 3 A B C 9 9 9 A302 A1 A301 E1 CLEAR 5' - 0" MIN CLEAR 5' - 0" MIN 10' - 9 3/8"7' - 2 3/4"6' - 9 3/8"5' - 5 5/8"13' - 4"5' - 6 1/4"13' - 4" 512 CENTRAL CLEAN WORK 513 EXAM/CONSULT 514 EXAM/CONSULT 515 EXAM/CONSULT 516 EXAM/CONSULT 518 EXAM/CONSULT 519 EXAM/CONSULT 520 EXAM/CONSULT 521 EXAM/CONSULT 522 EXAM/CONSULT 526 SPECIALTY EXAM/ TREATMENT 527 PATIENT TOILET 517 STAFF CIRCULATION 526A PATIENT TOILET 525 STAFF TOILET 524 TRIAGE NURSE 517E NURSE WORK AREA 532 LAB DRAW 538 EXAM/CONSULT 531 EXAM/CONSULT 529 EXAM/CONSULT 528 EXAM/CONSULT 534 LAB 535 SPECIALTY EXAM/TREATMENT/ TELEMED 536 PATIENT TOILET539B TRIAGE NURSE 537 EXAM/CONSULT 530 EVS 539A PROVIDER OFFICE 523 IT/ELEC ST2-5 STAIR 2 504BB CIRCULATION 11' - 0 3/8"7' - 0 5/8"9' - 0 3/4"6' - 6"13' - 4 3/8"6' - 6 3/8"6' - 9 3/8"8' - 0 1/4"CLEAR5' - 0" MIN7' - 2 5/8"7' - 5 1/2"14' - 6 1/8"8' - 10 7/8"10' - 3 3/4"13' - 5 3/4" 536A 537A 535AA 535A537B 539AA 529A528A 528B 529B 526A 504C 527A ST2-5 522A 521A 522B 521B 526AA 524A523A 519A 520A 514B 513B 515B519B 518B 516B 518A 517FA 534A 532A 533A 512B 513A 514A 515A 3A 3A 3A 3A 3A 3A 4A 3A 3A 2A 3A 2B 3A 3A 3B 3A 4A 1A 3A 2A 18' - 1"12' - 2"7' - 10"10' - 7"2' - 4 5/8"3' - 9 3/8"5' - 6"3' - 0 5/8"2' - 11 1/8"3' - 5 1/4"3' - 11 3/8"21' - 4"1E 3A 3A 3A 520B 9' - 9"9' - 9"4' - 2"5' - 6 1/4"13' - 4"5' - 6 1/4"7' - 4 1/2"5' - 3 1/4" 2' - 0 1/8" 3A 3A 535A PATIENT TOILET CLEAR 5' - 0" MIN 539 NURSE WORK 3A 3A 3A 6' - 11"5' - 2 1/4"3' - 2 1/8"3' - 0 7/8"7' - 5 3/4"7' - 8 7/8"1' - 1 3/8"5' - 6"9' - 9"9' - 9"4' - 4 3/4"1' - 1 3/4"4' - 2 5/8"9' - 9"9' - 9"4' - 5 3/4"1' - 7 1/4"517 STAFF CIRCULATION CLEAR 4' - 4" MIN 525A 9' - 8 3/4"6' - 11 5/8"3' - 6 1/2" 3' - 6"5' - 5 5/8"13' - 4"5' - 6 1/4"13' - 4" 1A CLEAR 5' - 0" MIN 504BB 1A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN 2B D A465 A8 A358 A359G3 A360 A7 A360 A11 A359 E11 A359G6 A359 E3 E1 A1 A452 ________________________________________________ A359 H10 E1 E6 G7 G9 G11 E9 A7 A454 ________________________________________________ A359H1 H3 H5 A360 A4 H8 A9 A5 A359C1 504 CIRCULATION 2ASECTOR 1SECTOR 2SECTOR 2SECTOR 1533 SPECIMEN COLLECTION 512A 504A 504D 530A 531A 531B 538B 539CA539C STORAGE 538A 535BA 535B STORAGE 8 1/8"5 3/4"4' - 3 3/4" 9 5A 2B5' - 6"9' - 9"9' - 9"9' - 8 3/8"5' - 6"9' - 9"9' - 9"9' - 9"9' - 9"9' - 9"4' - 3 1/4"1' - 9 3/4"29' - 2 1/4"13' - 4" 5' - 6 1/4" 8' - 4 3/4"5' - 3" 2A 3A 3A 3A 5A 3A 3A 3A 3A 3A 3A3B 3A 1A 3A 5A 3A 3A 3A 3A 3A 1A 3A 3A 3A 3A 3A 3A 2A 3A 3A 517F PROVIDER OFFICE A359 G2 A359 G1 H6 4A 4A4A4A A503 A11 1' - 9 3/8" 2' - 8 3/8"2' - 1 1/2"7' - 10 1/2"2' - 1 1/2" 1' - 10 1/2" 2' - 1 1/2"7' - 10 1/2"2' - 1 1/2" 3' - 10 1/2" 4' - 0 3/4"15' - 11 1/4"4' - 1 1/2" 5' - 2 1/8" FEC 516A E.1 A565 G1 A653 A2 A653 G2 B.3 B.5 FEC PASS-THRU SPECIMEN CABINET - A565 G1 BL-M A564 F10 A564 F10 A564F10 A564F10 A564F10 A564F10 A564F10 A564 F10 A564 F10 A564 F10 A564F10 A564F10 A564 F10 A564D5 539B 526B 1' - 9 3/8"1' - 6 1/4" 3' - 1 1/2"8' - 10 1/2"4' - 1 1/2"5' - 10 1/2"6' - 1 1/2"15' - 10 1/2"8' - 1 1/2"8' - 4 1/4" 1' - 2 1/4" 1' - 1 1/2" 4D 4D 4D 2' - 2 7/8"8 5/8" 4B 4D4D 5A 4A 4D 4D 4D A564 F8 9 9 9 4D4D 4D 4D 5A5A 4D 4D 4D 4D 4D 4D 9 9 4A EWS-3 ECW-1 CW1TYPICAL ALL WINDOWS EWS-3 EWS-2 EWS-2 EWS-2 EWS-2 EWS-2 ECW-1 EWS-2 EWS-2 EWS-2 5' - 4 1/2"EWS-3 ECW-1EWS-3 CW5 TYPICAL ALL WINDOWS EWS-3 F8 F8 F8 F8 D7 A564 D7 D7 D7 D7 D7 D7 D7 MIR MIR MIR MIR MIR MIR MIR MIR D7 MIR BL-L 3A A301A1MIR SLAB OPENINGS, REFER TO STRUCTURAL DRAWINGS REFER TO FIREPROOFING SHEETS FOR PROTECTION OF EXPOSED STRUCTURAL MEMBERS REFER TO FIREPROOFING SHEETS FOR PROTECTION OF EXPOSED STRUCTURAL MEMBERS OPEN TO BELOWA7 A453 ________________________________________________ A1 A454 ________________________________________________ A1 A453 ________________________________________________ A8 A451 ________________________________________________ FEC 4' - 0"3' - 0"4' - 0"99 9 99 4' - 5"2' - 7"4' - 5"4' - 10 3/4"9 A564F10 SECTOR 1 SECTOR 2 FECFIRE EXTINGUISH CABINET/BRACKET INT CR INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGSEMERGENCY GAS SHUTOFF CABINET ELECELECTIC PANEL AUTOMATIC DOOR OPERATOR WAVE PLATE PP1 FACPFIRE ALARM CONTROL PANEL RAPREMOTE ANNOUNCIATOR PANEL 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.2/5/2021 4:45:55 PMA151 FIFTH FLOOR PLAN - SECTOR 1 02/05/2021 2018089 SWG, SAH Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEY PLAN KEYED CONSTRUCTION NOTES 0'1'2'4'8'1/4" = 1'-0"A2 FIFTH FLOOR PLAN - SECTOR 1 1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT 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 EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. 1 ADJUST LOCATION OF WINDOW FRAME WITHIN THE MASONRY OPENING TO AVOID STEEL CROSS-BRACING. 2 X-RAY ELEVATING TABLE. 3 X-RAY WALL STAND. 4 X-RAY SYSTEMS CABINET. 5 X-RAY TETHER INTERFACE BOX. 6 X-RAY GRID HOLDER. 7 X-RAY DISCONNECT PANEL. # REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 DN DN 3 4 5 A B C A5 A401 ________________________________________________ A5 A401 ________________________________________________ 3.8 3.9 4C 9 9 5A 3A 3A 3A 3A A461 C7 7' - 10 7/8"13' - 4 5/8"A301A3 A302 A1 A301 E1 500 ELEVATOR CONTROL ROOM CLEAR 5' - 0" MIN 509 EXAM/CONSULT 505 STAFF BREAK AREA 501 GUEST WAITING/ CIRCULATION 501A PUBLIC TOILET 501B PUBLIC TOILET 504 CIRCULATION510 PATIENT VITALS ALCOVE 511 CENTRAL SOILED WORK 504A STAIR VESTIBULE 508 EXAM/CONSULT 507 EXAM/CONSULT 506 SPECIALTY EXAM/ TREATMENT 503 PATIENT TOILET ST1-5 STAIR 1 517AA 507A 506A 504B 503A 508A 509A 508B 507B 506B 509B 501B 501A 501AA 511A 513A 514A 515A 2' - 0 1/8" 500EA ELEV A 500EB ELEV B 2A 4C 517B NURSE WORK AREA 517A PROVIDER OFFICE 517D CIRCULATION CLEAR 4' - 4" MIN 3A 3A 3A 3A 1A2A1A 3A 1A 1A 3A 3A 3A 3A 3B 3A 3A 3A 2A 1A 3A 3A 517C CIRCULATION ST3-5 STAIR 3 3A 3B 3A ALIGN ALIGN 7' - 1"6' - 7 7/8"7' - 6 1/4"10' - 4 1/4"15' - 5 1/4" ALIGN 2' - 1" 517 STAFF CIRCULATION 11' - 1 3/8"4' - 0 5/8"7' - 4 3/8"8' - 5 5/8"3' - 0 5/8"18' - 6 1/2"8' - 11 1/2"5' - 5 1/2"5' - 5 1/2"6' - 5 1/2"16' - 1 1/8"2B 2' - 9" OPEN TO FOURTH FLOOR BELOW 3A 502 REGISTRATION 502A OFFICE MANAGER A359 A5 A452 ________________________________________________ D A359 A6 A462 G7 A359 A564 D1 F6 C11 A8 A358E3 A358H6 A359 A11 A358 F10 A358 H1 A358 H10 H3A359 A1 A3 A359 C7C3 C9 C5 F1 A358 F6 D7 D3 2A 511B 3ASECTOR 1SECTOR 2SECTOR 2SECTOR 1501BB 502A 502B 502BB 502AA 505AA 505A 504AA 512A 504A 13' - 1 1/4"8' - 1 3/8"13' - 5 3/4"5' - 6"2' - 11 3/8"6' - 9 5/8"21' - 1 3/8"8' - 11 3/4"9' - 0 1/4"5' - 11 3/4"1 0 ' - 0 "5' - 3 1/2"13' - 8 7/8"13' - 4"5' - 6 1/4"6' - 5 5/8"5' - 5 1/2"5' - 6 1/8"9' - 2 1/8" 8 1/8" 5 3/4" 4' - 3 3/4"9' - 5 3/8"4' - 9 1/2"13' - 4"5' - 6 1/4"7' - 9"9' - 5 1/8"6 7/8" 8' - 10 3/8" 9 5A 1A 3A 1A 1A 4A 3A 3A 3A 3A 2B 2B 3A2' - 7 1/2"1' - 6 3/4"5' - 3 3/4"1' - 6 3/4"2' - 7 1/2"4' - 1 1/2" 3' - 10 1/2"10' - 1 1/2"5' - 10 1/2"4' - 1 1/2" 3' - 10 1/2"10' - 11 1/2"6' - 2 1/2" 2' - 9 1/2"12' - 1 1/4"6' - 8 7/8"21' - 10 1/2"2' - 1 1/2" 5' - 10 1/2"4' - 1 5/8"13' - 10 3/8"6' - 1 1/2"1' - 10 1/2"3' - 1 1/2" 2' - 10 1/2" 3' - 1 1/2" 2' - 10 1/2" 3' - 1 1/2"6' - 10 1/2"12' - 8 7/8"6' - 11 3/4" 1' - 7 1/4" 6' - 1 1/2"5' - 10 1/2"4' - 1 1/2"7' - 10 1/2"7' - 10 1/4" 7 1/2" 3A 3A 3A A351E10 A564 A8 A5 A564 A8OPP A5 OPP 4A A503 A11 FEC3A 500A 516A A564 D10 E.1 A653 A2 A653D2 A467 C1 B.3 B.5 RECESSED WATER DISPENSER A565 G1 A2 21' - 4 3/8"7' - 8 3/8"5' - 7 5/8"7' - 8 7/8"7' - 6 1/8"9' - 9"9' - 9"9' - 9"9' - 9"6' - 1"A563 C1 A563 A1 BL-N A358 C1 4A BL-M BL-M BL-O A564 F10 A564F10 A353 H11SIM ST1-5 505A STAFF TOILET 8 5/8" 4B 4D 5A 4A 4D 4D 4D 123°1' - 6 1/8"1' - 4" 2 ' - 1 5 /8 "1' - 7 1/2"7' - 2 1/8"1' - 0 5/8"1' - 9" 1' - 6 3/8"1' - 11 5/8"CR4D 4D 4D 9 9 4A 4A 4A 4A4A 4A 4A 3A 4D 5D 4D 4D 4D4D 4D 4D 4D 4D 4D 4D 4D ECW-1EWS-3 CW1TYPICAL ALL WINDOWS EWS-3 ECW-1 EWS-3 CW2 TYPICAL ALL WINDOWS EWS-3 EWS-3ECW-1 CW3TYPICAL ALL WINDOWS EWS-3 CW4 17' - 1 5/8" 3A MIR MIR MIR D7 A564F10 D7 MIR MIR MIR MIR 4A 123°2' - 3"1' - 10" 4C 4C4D 4C 3A C4 A565 ________________________________________________ B8 A467 ________________________________________________ 5' - 5 1/8"ALIGN3B 10 REFER TO FIREPROOFING SHEETS FOR PROTECTION OF EXPOSED STRUCTURAL MEMBERS FECPERIMETER OF ROOF ABOVE SEE ROOF CODE CONFORMANCE PLAN SECTOR 1 SECTOR 2 FECFIRE EXTINGUISH CABINET/BRACKET INT CR INTERCOM, REFER TO ELECTRICAL CARD READER, REFER TO ELECTRICAL FDFLOOR DRAIN FCOFLOOR CLEAN OUT FLOOR RECEPTACLE FR EMGSEMERGENCY GAS SHUTOFF CABINET ELECELECTIC PANEL AUTOMATIC DOOR OPERATOR WAVE PLATE PP1 FACPFIRE ALARM CONTROL PANEL RAPREMOTE ANNOUNCIATOR PANEL 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.2/10/2021 2:35:12 PMA152 FIFTH FLOOR PLAN - SECTOR 2 02/05/2021 2018089 KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL ARCHITECTURAL NOTES CONSTRUCTION LEGEND KEY PLAN KEYED CONSTRUCTION NOTES 0'1'2'4'8' 1/4" = 1'-0"A2 FIFTH FLOOR PLAN - SECTOR 2 1 CONTRACTOR SHALL PROVIDE FIRE RETARDANT 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 EXPANSION JOINT COVERS/ASSEMBLIES AT ALL INTERIOR AND EXTERIOR EXPANSION JOINTS. 5 PROVIDE FIRE RATED ACCESSORIES AT ALL FIRE RATED PARTITIONS. 6 REFER TO CODE CONFORMANCE DRAWING FOR FIRE EXTINGUISHER CABINET LOCATIONS. 1 ADJUST LOCATION OF WINDOW FRAME WITHIN THE MASONRY OPENING TO AVOID STEEL CROSS-BRACING. 2 X-RAY ELEVATING TABLE. 3 X-RAY WALL STAND. 4 X-RAY SYSTEMS CABINET. 5 X-RAY TETHER INTERFACE BOX. 6 X-RAY GRID HOLDER. 7 X-RAY DISCONNECT PANEL. # REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 FD E7 A401 ________________________________________________ E7 A401 ________________________________________________ 1 2 3 4 5 A B C A5 A401 ________________________________________________ A5 A401 ________________________________________________ E 3.8 F 3.9 TAPERED ROOF INSULATION AS REQUIRED TO PROVIDE POSITIVE SLOPE OF MIN 1/4" PER FOOT TO DRAIN 24" x 24" x 1" SPLASH BLOCK 4" DIAMETER PREFINISHED ALUMINUM DOWNSPOUT 4" DIAMETER PREFINISHED ALUMINUM DOWNSPOUT 24" x 24" x 1" SPLASH BLOCK 6" BACKUP ROOF DRAIN 6" ROOF DRAIN 6" BACKUP ROOF DRAIN 6" ROOF DRAIN SLOPED ROOF STRUCTURE ROOF SYSTEM TYPE 1 (RS-1) HVAC EQUIPMENT HVAC EQUIPMENT 10' - 4 3 /4" 1 3 ' - 6 "1 1 ' - 1 1 7 /8 "1 0' - 0" MI NSLOPE PARAPET 1/4" PER FOOT FOR POSITIVE DRAINAGE, TYPICAL +5 1/8"±+5 5/8"± +1 3/8"± +3 1/2" D +1 1/2"± +4 3/8"± +4 3/8"± +5 1/4"± +6"± 5.5 5.6 4" BACKUP ROOF DRAIN 4" ROOF DRAIN 4" BACKUP ROOF DRAIN 4" ROOF DRAIN E.1 RB1 RB2 RB2 RB1 RB1 RB1 A B A: SMALL SANDSTONE ROCK B: DRIFT WOOD RB2 RB1 C RB1 C: LARGE SHALE ROCK RB1 ø 5 ' - 0 "ø 4' - 0"ø 2' - 0"RB2 RB1 RBI B B A SLOPED ROOF STRUCTURE SLOPED ROOF STRUCTURE E7 A502 A11 A502 TYP TYP E9 A502 ________________________________________________ E9 A502 ________________________________________________ A7 A502 ________________________________________________ TYP B11 A502 ________________________________________________ B9 A502 ________________________________________________ LOW LOW F11 A502 ________________________________________________ VENT VENT VENT VENT A7 A502 ________________________________________________ TYP A465 E9 B.3 B.5 HVAC EQUIPMENT HVAC EQUIPMENT 2' - 0"2' - 0"2' - 0"2' - 0" ROOF WALKWAY MEMBRANE SLOPED ROOF STRUCTURE A1 A453 ________________________________________________ A7 A453 ________________________________________________ A7 A454 ________________________________________________ A1 A454 ________________________________________________ A5 A452 ________________________________________________ 2' - 8" ± 3' - 0" ±PROPERTY LINEPROPERTY LINEST2-R CRICKET PROVIDE 4'-0" TALL X 3'-0" WIDE ACCESS DOOR IN PARAPET WALL; COORDINATION FINAL LOCATION WITH STEEL FRAMING PROVIDE 2'-0" TALL X 3'-0" WIDE ACCESS DOOR IN PARAPET WALL; COORDINATION FINAL LOCATION WITH STEEL FRAMING PROVIDE 4'-0" TALL X 3'-0" WIDE ACCESS DOOR IN PARAPET WALL; COORDINATION FINAL LOCATION WITH STEEL FRAMING VIF 2' - 0" ±VIF2' - 0" ±VIF2' - 0" ±E9 A502 ________________________________________________ REFER TO EXTERIOR FINISH SCHEDULE SHEET A300 FOR ROOF BALLAST REFER TO EXTERIOR FINISH SCHEDULE SHEET A300 FOR ROOF BALLAST FPA FPA FPA FPA FPA FPA 1 ' - 2 1/ 2 " 2 ' - 8 1 /2 "2 0 ' - 2 1 /4 "2 ' - 0 " 2 ' - 9 1 /4 "14 ' - 11 1/4" 1 0 "1 ' - 5 1/ 2 " 1 1 ' - 6 "2' - 3 " 1 0 "20 ' - 5 3/ 4 " PROVIDE TWO (2) FALL- PROTECTION ANCHORS INSIDE ROOF HATCH, REFER ALSO TO STRUCTURAL DRAWINGS PROVIDE TWO (2) FALL- PROTECTION ANCHORS INSIDE ROOF HATCH, REFER ALSO TO STRUCTURAL DRAWINGS 1 B PREFINISHED ALUMINUM GUTTER WITH SLOPED BOTTOM PITCHED FOR POSITIVE TO DRAINAGE HIGH POINT OF GUTTER SLOPE TO DOWNSPOUT SLOPE TO DOWNSPOUT ROOF SYSTEM TYPE 1 (RS-1) B.3 B.5 SLOPED ROOF STRUCTURE A7 A454 ________________________________________________ A1 A454 ________________________________________________ D11 A502 ________________________________________________ CRICKET 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.2/10/2021 4:52:32 PMA160 ROOF PLAN 02/05/2021 2018089 CRB/GLM Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/16" = 1'-0"A1 ROOF PLAN 0'2'4'8'16' 3/16" = 1'-0"H1 STAIR 2 PENTHOUSE ROOF PLAN REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 SD OS M M M F SD SD SD F SD SD SD SD SD SD SD OS OS OS OS SD SD LINEAR PENDANT LIGHT FIXTURE LINEAR SURFACE MOUNTED 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 FIXTURESURFACE MOUNTED LIGHT FIXTURES PROJECTION SCREEN - MOTORIZED SURFACE MOUNTED TRACK LIGHT FIXTURE SPRINKLER HEAD EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR RECESSED COVE LIGHT FIXTURE LAY-IN/ RECESSED TROFFER LIGHT FIXTURES LAY-IN/ RECESSED PARABOLIC LIGHT FIXTURES WALL WASHER LIGHT FIXTURE SPEAKER WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM LINEAR METAL CEILING LINEAR RECESSED LIGHT FIXTURE (W) - WALL WASH GYPSUM BOARD CEILINGS AND SOFFITS 2' X 2' ACOUSTICAL PANEL CEILING SYSTEM ACCESS PANEL W 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 LINEAR GRID MOUNTED LIGHT FIXTURES GEOMETRIC ACOUSTICAL PANEL CEILING SYSTEM 2' X 4' CLEANROOM ACOUSTICAL PANEL CEILING SYSTEM WOOD SIDINGACCESSIBLE WOOD CEILING 136 WASTE HOLDING ST2-1 STAIR 2 137 CLEAN LINEN HOLDING 145 MECHANICAL 140 MAIN SERVER 141 EMERGENCY EQUIPMENT ROOM 142 MAIN ELECTRICAL 138 SUPPLY CHAIN AREA 143 CORRIDOR 139 EVS SUPPLY & EQUIPMENT 138A BUILDING MAINTENANCE TOILET/SHOWER 146 WATER SERVICE 122 CORRIDOR 135 CORRIDOR APC1 9' -6" APC2 9' -6" APC1 9' -6" APC2 9' -0" 9' -0" APC2 9' -0" APC2 9' -0" APC1 9' -6" APC2 9' -6" APC2 9' -6"APC2 9' -6" APC1 9' -0" APC1 9' -0" 144 STORAGE APC1 9' -6" APC1 10' -0" GYP. BD. 9' -6"SECTOR 2SECTOR 1SECTOR 3SECTOR 1F7 A561 ________________________________________________ 7' -2" 7' -2" 7' -2" F4 A561 ________________________________________________ F4 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ 7' -2"F7 A561 ________________________________________________ 133 STAFF BREAK 134 CLEAN SUPPLY 123 WAITING / CIRCULATION 127 SPECIMEN TOILET 131 STAFF TOILET 132 SOILED 126 LABORATORY 128 BLOOD DRAW (PoS)129 BLOOD DRAW 130 BLOOD DRAW 7' -2"7' -2"7' -2" 7' -2"ALIGNEQ EQ 8' -0"P3P3 SIDES P3P3 SIDES P3P3 P3 SIDES P3P3 SIDES P18P18 SIDES 8' -0" 1 66° 2 2 222 2 ALIGN9' -0" 4 7/8" APC3 9' -6" GYP. BD. 11' -9" APC2 8' -0" SECTOR 1 SECTOR 2 SECTOR 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.2/5/2021 4:46:32 PMA211 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 1 02/05/2021 2018089 CRB, KAS, HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS KEY PLAN LIGHT FIXTURES 0'1'2'4'8' OTHER KEYED REFLECTED CEILING PLAN NOTES # 1/4" = 1'-0"A2 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 1 1 CENTER ACOUSTIC CEILING PANELS WITHIN FIELD UNLESS OTHERWISE NOTED. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 2 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. 3 MOUNT ALL FIXTURES AND DEVICES IN THE CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 4 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. 5 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 WALL OR CEILING IN WHICH THEY OCCUR. PROVIDE COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 6 PROVIDE COORDINATION DRAWINGS OF ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND AUDIO/VIDEO SYSTEMS FOR REVIEW. 7 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P18 UNLESS OTHERWISE NOTED. 8 PAINT CEILING ACCESS PANELS AND MECHANICAL GRILLES / DIFFUSERS WHERE THEY OCCUR IN GYPSUM BOARD CEILINGS TO MATCH ADJACENT CEILING FINISH. 1 COORDINATE WITH OWNER FOR SPECIALTY BLACKLIGHT PAINT FINISHES TO BE INSTALLED IN THIS ROOM BY SEPARATE VENDOR. 2 NO CEILING. 3 X-RAY STATIONARY RAIL CROSS-MEMBERS. REFER TO STRUCTURAL FOR FURTHER INFORMATION. 4 CEILING HEIGHT NOTED FROM ELEVATION ABOVE ROOF LEVEL REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 SD SD SD SD SD SD SD SD SD SD SD SD SD SD OS OS OS SD SD SD OS M M M F 100C HOLDING/MAIL 100EA ELEV A 121 EXAM 120 EXAM 119 RADIOLOGY (X-RAY) 118 EXAM 111 SOILED WORK112 EXAM113 EXAM 114 EXAM 115 EXAM 116 EXAM 117 TREATMENT 106 TRIAGE/ INTERVIEW 110 STAT LAB/ MED 109 EVS 108 NURSE CORE 105B SUB-WAITING 105C PoS PATIENT TOILET 101 LOBBY/WAITING 101A VISITOR TOILET 100B PUBLIC TOILET 100A PUBLIC TOILET 102 STAFF BREAK 104 SHARED PROVIDER OFFICE 103 STAFF TOILET 100EB ELEV B 100V2 VESTIBULE 105 CIRCULATION WD1 10' -9 1/2" APC2 9' -6" APC2 9' -6"APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6"APC2 9' -0" APC2 9' -0" APC1 9' -6" APC1 9' -6" LAP1 10' -6" 9' -4" APC2 9' -6" APC2 9' -6" APC1 9' -6" 10' -0" 9' -6" APC2 9' -0" APC2 9' -0" APC2 9' -6" APC2 9' -0" APC2 9' -0" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" LAP1 9' -6" APC2 9' -6" 107 CLEAN HOLDING APC2 9' -0" D11 A562 ________________________________________________ A7 A501 ________________________________________________SECTOR 2SECTOR 1S E C T O R 2SECTOR 3 7' -2" 128 BLOOD DRAW (PoS) 7' -2" F10 A561 ________________________________________________ F1 A561 SIM ________________________________________________ 9' -0" 7' -2" F7 A561 ________________________________________________ ALIGN ALIGN ALIGN 8' -0" F7 A561 ________________________________________________ 8' -0" F7 A561 ________________________________________________ 7' -2"F7 A561 ________________________________________________ 7' -2"F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2"F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2"F7 A561 ________________________________________________ H10 A561 ________________________________________________ F1 A561 SIM ________________________________________________ 9' -4" ALIGN A L IG N GYP. BD. 9' -4"ALIGN A L IG N A L IG N F1 A561 SIM ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" D9 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ F10 A561 ________________________________________________ 7' -2" 7' -2" F7 A561 ________________________________________________ 9' -4" F1 A561 SIM ________________________________________________ D11 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ F7 A561 ________________________________________________ D9 A561 ________________________________________________ F7 A561 ________________________________________________ F1 A561 SIM ________________________________________________ 8' -0" F7 A561 ________________________________________________ 7' -2"F7 A561 ________________________________________________ 9' -4" D5 A561 ________________________________________________5 1/2"ALIGN 4 7 /8"ALIGN5 1/2"ALIGNALIGN WITH CORNER 2 ' - 6 "3' - 6"ALIGNALIGN7 1/4"1' - 8"7' - 6"EQ7' - 8"7' - 8"EQEQEQ2' - 1" E Q E Q 4' - 0" 4 ' - 0 "3' - 2" 4 ' - 6 "4 ' - 6 "2 ' - 9 "EQEQEQEQEQ EQ EQEQ EQEQ10"3' - 0"4' - 8"14' - 6"3 P6 P6 SIDES P6 SIDES P5 P5 SIDES P5 P5 SIDES P5 P5 SIDES P5 P5 SIDES P5 P5 SIDES P5P5 SIDES P5 P5 SIDES P5 P5 SIDES P5 P5 SIDES P5 P5 SIDES P5 P5 SIDES P5 P5 SIDES P5 P5 SIDES P5 SIDES P6P6 SIDES P 5 P 5 S ID E S P 5 P 5 S ID E S P 5 P 5 S ID E S P5P5 SIDES P17 SIDES D10 A501 ________________________________________________ A2 A561 ________________________________________________ P6 SIDES P6 9' -4"4 7/ 8 " 7 ' - 0 "APC3 9' -6" H1 A501 ________________________________________________ F2 A455 ________________________________________________ALI GNAL I GNA213 D7 LINEAR PENDANT LIGHT FIXTURE LINEAR SURFACE MOUNTED 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 FIXTURESURFACE MOUNTED LIGHT FIXTURES PROJECTION SCREEN - MOTORIZED SURFACE MOUNTED TRACK LIGHT FIXTURE SPRINKLER HEAD EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR RECESSED COVE LIGHT FIXTURE LAY-IN/ RECESSED TROFFER LIGHT FIXTURES LAY-IN/ RECESSED PARABOLIC LIGHT FIXTURES WALL WASHER LIGHT FIXTURE SPEAKER WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM LINEAR METAL CEILING LINEAR RECESSED LIGHT FIXTURE (W) - WALL WASH GYPSUM BOARD CEILINGS AND SOFFITS 2' X 2' ACOUSTICAL PANEL CEILING SYSTEM ACCESS PANEL W 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 LINEAR GRID MOUNTED LIGHT FIXTURES GEOMETRIC ACOUSTICAL PANEL CEILING SYSTEM 2' X 4' CLEANROOM ACOUSTICAL PANEL CEILING SYSTEM WOOD SIDINGACCESSIBLE WOOD CEILING SECTOR 1 SECTOR 2 SECTOR 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.2/5/2021 5:16:43 PMA212 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 2 02/05/2021 2018089 KAS, HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS KEY PLAN LIGHT FIXTURES 0'1'2'4'8' OTHER KEYED REFLECTED CEILING PLAN NOTES # 1/4" = 1'-0"A1 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 2 1 CENTER ACOUSTIC CEILING PANELS WITHIN FIELD UNLESS OTHERWISE NOTED. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 2 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. 3 MOUNT ALL FIXTURES AND DEVICES IN THE CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 4 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. 5 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 WALL OR CEILING IN WHICH THEY OCCUR. PROVIDE COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 6 PROVIDE COORDINATION DRAWINGS OF ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND AUDIO/VIDEO SYSTEMS FOR REVIEW. 7 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P18 UNLESS OTHERWISE NOTED. 8 PAINT CEILING ACCESS PANELS AND MECHANICAL GRILLES / DIFFUSERS WHERE THEY OCCUR IN GYPSUM BOARD CEILINGS TO MATCH ADJACENT CEILING FINISH. 1 COORDINATE WITH OWNER FOR SPECIALTY BLACKLIGHT PAINT FINISHES TO BE INSTALLED IN THIS ROOM BY SEPARATE VENDOR. 2 NO CEILING. 3 X-RAY STATIONARY RAIL CROSS-MEMBERS. REFER TO STRUCTURAL FOR FURTHER INFORMATION. 4 CEILING HEIGHT NOTED FROM ELEVATION ABOVE ROOF LEVEL REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 SD OS M M M F SD SD SD SD SD SD OS SD SD SD OS SECTOR 1 SECTOR 2 SECTOR 3 LINEAR PENDANT LIGHT FIXTURE LINEAR SURFACE MOUNTED 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 FIXTURESURFACE MOUNTED LIGHT FIXTURES PROJECTION SCREEN - MOTORIZED SURFACE MOUNTED TRACK LIGHT FIXTURE SPRINKLER HEAD EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR RECESSED COVE LIGHT FIXTURE LAY-IN/ RECESSED TROFFER LIGHT FIXTURES LAY-IN/ RECESSED PARABOLIC LIGHT FIXTURES WALL WASHER LIGHT FIXTURE SPEAKER WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM LINEAR METAL CEILING LINEAR RECESSED LIGHT FIXTURE (W) - WALL WASH GYPSUM BOARD CEILINGS AND SOFFITS 2' X 2' ACOUSTICAL PANEL CEILING SYSTEM ACCESS PANEL W 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 LINEAR GRID MOUNTED LIGHT FIXTURES GEOMETRIC ACOUSTICAL PANEL CEILING SYSTEM 2' X 4' CLEANROOM ACOUSTICAL PANEL CEILING SYSTEM WOOD SIDINGACCESSIBLE WOOD CEILING OPEN TO ABOVE 100 MAIN LOBBY 100V1 VESTIBULE ST1-1 STAIR 1 APC3 10' -10" 9' -4" LAP1 10' -6" APC2 9' -6" LAP1 9' -6" 10' -10" WD1 10' -10" APC3 10' -10" WD1 10' -9 1/2"SECTOR 3SECTOR 1S E C T O R 2SECTOR 3 7' -2" F7 A561 ________________________________________________ F7 A561 ________________________________________________ D11 A561 ________________________________________________ F1 A561 SIM ________________________________________________ 9' -4" D9 A561 ________________________________________________ D9 A561 ________________________________________________ D11 A501 ________________________________________________H3 A501 ________________________________________________ F2 A455 ________________________________________________ 9' -6"F7 A561 ________________________________________________ D9 A561 ________________________________________________ D5 A561 ________________________________________________ 9' -4"9"5 1/2"ALIGN5 7/8"1' - 5 "1' - 11" A4 A561 ________________________________________________ D9 A561 ________________________________________________ SIM P3 P3 SIDES P3 SIDES P3 P3SIDESP17 SIDES P17 SIDES 2 ' - 9 " 2 ' - 9 " 4 ' - 0 "EQEQ66°2' - 5"5' - 6 3/8" A10 A468 ________________________________________________ D11 A501 ________________________________________________ALIGN9' -0" 4 7/8" A L IG N 7 1/2" / 12"EQEQH1 A501 ________________________________________________ 1 3 E Q U AL B O AR D S ALIGN D2 A455 ________________________________________________ F2 A455 ________________________________________________AL I GNALI GNALI GNSOFFIT VENT SOFFIT VENT 90°6°72° SIM A1 A501 ________________________________________________ APC2 8' -0" 125 EVS 5 B CC 6 3.9 5.5 5.6 B.3B.3 106 TRIAGE/ INTERVIEW 101 LOBBY/WAITING 101A VISITOR TOILET 102 STAFF BREAK 1 ' - 0"6' - 9"5' - 0"10' - 1 5/8" 1 4 ' - 4 3 1 /3 2 "8' - 2 5/8"1 3 ' - 7 3 /4 "16' - 4 1/4"12' - 4 1/4" 7' - 2 1/2" 8' - 7 3/4" 4 7/8" 1 0 ' - 2 5 /8 "10' - 4 1/4" 1 3 ' - 8 3 /8 "10' - 4 3/4"10' - 6"1 2' - 3 3/4"12' - 10 7/8"6' - 1 5/8"1' - 5"1 2' - 1 1 5 / 8 "13' - 6 3/8" 4 ' - 2 "1 ' - 0 "7 "3 ' - 9 "1' - 4"1' - 10"4' - 5"2' - 9"1' - 3"1"11"6' - 1"1"1' - 3"4"1"5" 2"1" 2' - 6" 9' -6"9' -4" 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.2/5/2021 4:46:47 PMA213 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 3 02/05/2021 2018089 KAS, HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS KEY PLAN LIGHT FIXTURES 0'1'2'4'8' OTHER KEYED REFLECTED CEILING PLAN NOTES # 1/4" = 1'-0"A1 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 3 1 CENTER ACOUSTIC CEILING PANELS WITHIN FIELD UNLESS OTHERWISE NOTED. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 2 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. 3 MOUNT ALL FIXTURES AND DEVICES IN THE CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 4 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. 5 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 WALL OR CEILING IN WHICH THEY OCCUR. PROVIDE COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 6 PROVIDE COORDINATION DRAWINGS OF ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND AUDIO/VIDEO SYSTEMS FOR REVIEW. 7 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P18 UNLESS OTHERWISE NOTED. 8 PAINT CEILING ACCESS PANELS AND MECHANICAL GRILLES / DIFFUSERS WHERE THEY OCCUR IN GYPSUM BOARD CEILINGS TO MATCH ADJACENT CEILING FINISH. 1 COORDINATE WITH OWNER FOR SPECIALTY BLACKLIGHT PAINT FINISHES TO BE INSTALLED IN THIS ROOM BY SEPARATE VENDOR. 2 NO CEILING. 3 X-RAY STATIONARY RAIL CROSS-MEMBERS. REFER TO STRUCTURAL FOR FURTHER INFORMATION. 4 CEILING HEIGHT NOTED FROM ELEVATION ABOVE ROOF LEVEL REVISION SCHEDULE NAME DATE 1/4" = 1'-0"D7 PARTIAL REFLECTED CEILING PLAN AT LOBBY/WAITING 101 Received by DiMarco 2/15/2021 SD OS M M M F SD SD SD SD SD OS OS OS H OS OS LINEAR PENDANT LIGHT FIXTURE LINEAR SURFACE MOUNTED 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 FIXTURESURFACE MOUNTED LIGHT FIXTURES PROJECTION SCREEN - MOTORIZED SURFACE MOUNTED TRACK LIGHT FIXTURE SPRINKLER HEAD EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR RECESSED COVE LIGHT FIXTURE LAY-IN/ RECESSED TROFFER LIGHT FIXTURES LAY-IN/ RECESSED PARABOLIC LIGHT FIXTURES WALL WASHER LIGHT FIXTURE SPEAKER WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM LINEAR METAL CEILING LINEAR RECESSED LIGHT FIXTURE (W) - WALL WASH GYPSUM BOARD CEILINGS AND SOFFITS 2' X 2' ACOUSTICAL PANEL CEILING SYSTEM ACCESS PANEL W 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 LINEAR GRID MOUNTED LIGHT FIXTURES GEOMETRIC ACOUSTICAL PANEL CEILING SYSTEM 2' X 4' CLEANROOM ACOUSTICAL PANEL CEILING SYSTEM WOOD SIDINGACCESSIBLE WOOD CEILING SECTOR 1 SECTOR 2 SECTOR 3 APC2 9' -0" APC2 9' -0" APC2 9' -0" APC1 9' -6" 9' -0" GYP. BD. 9' -0" 240 RESPITE/ LACTATION 239 RESPITE/ LACTATION 242 STAFF BREAK 238 OFFICE 241 RESPITE/ MEDITATION 236 STAFF TOILET 237 STAFF TOILET 235A STORAGE 235 MULTIPURPOSE/ ACTIVITY 232 CORRIDOR APC2 9' -0" 243 IT/ELEC ST2-2 STAIR APC2 9' -0" APC2 9' -0" APC1 10' -0" APC2 9' -0" 9' -0" 8' -0"8' -0" 234 EDUCATION/ CONFERENCE APC1 9' -6"SECTOR 3SECTOR 1SECTOR 2SECTOR 17' -2" F7 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ D9 A561 ________________________________________________F4 A561 ________________________________________________ 8' -0" F4 A561 ________________________________________________F4 A561 ________________________________________________ F4 A561 ________________________________________________ D9 A561 ________________________________________________ 8' -0" F4 A561 ________________________________________________ F4 A561 ________________________________________________ D9 A561 ________________________________________________ F7 A561 ________________________________________________ APC2 9' -6"F7 A561 ________________________________________________ F7 A561 ________________________________________________ 9' -0" F7 A561 ________________________________________________ A6 A561 ________________________________________________ ALIGN EQ EQ EQEQALIGN EQEQEQ EQ EQ EQ EQEQALIGN ALIGN EQEQEQ EQ ALIGN EQEQEQ EQ 11 5/8"EQEQEQ P2P2 SIDES P16 P16P16 SIDES P16 SIDES 7' -2" P2 SIDES P2 SIDES P2 P2 FABRIC FACED PANEL 2 2 2 5' - 0" GYP. BD. 9' -0" GYP. BD. 12' -3" 90° 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.2/5/2021 4:46:55 PMA221 SECOND FLOOR REFLECTED CEILING PLAN - SECTOR 1 02/05/2021 2018089 CRB, KAS, HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS KEY PLAN LIGHT FIXTURES 0'1'2'4'8' OTHER KEYED REFLECTED CEILING PLAN NOTES # 1/4" = 1'-0"A2 SECOND FLOOR REFLECTED CEILING PLAN - SECTOR 1 1 CENTER ACOUSTIC CEILING PANELS WITHIN FIELD UNLESS OTHERWISE NOTED. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 2 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. 3 MOUNT ALL FIXTURES AND DEVICES IN THE CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 4 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. 5 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 WALL OR CEILING IN WHICH THEY OCCUR. PROVIDE COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 6 PROVIDE COORDINATION DRAWINGS OF ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND AUDIO/VIDEO SYSTEMS FOR REVIEW. 7 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P18 UNLESS OTHERWISE NOTED. 8 PAINT CEILING ACCESS PANELS AND MECHANICAL GRILLES / DIFFUSERS WHERE THEY OCCUR IN GYPSUM BOARD CEILINGS TO MATCH ADJACENT CEILING FINISH. 1 COORDINATE WITH OWNER FOR SPECIALTY BLACKLIGHT PAINT FINISHES TO BE INSTALLED IN THIS ROOM BY SEPARATE VENDOR. 2 NO CEILING. 3 X-RAY STATIONARY RAIL CROSS-MEMBERS. REFER TO STRUCTURAL FOR FURTHER INFORMATION. 4 CEILING HEIGHT NOTED FROM ELEVATION ABOVE ROOF LEVEL REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 SD OS M M M F SD SD SD SD SD SD SD SD SD SD SD SD SD SD OS OS OS OS OS OS OS OS SECTOR 1 SECTOR 2 SECTOR 3 LINEAR PENDANT LIGHT FIXTURE LINEAR SURFACE MOUNTED 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 FIXTURESURFACE MOUNTED LIGHT FIXTURES PROJECTION SCREEN - MOTORIZED SURFACE MOUNTED TRACK LIGHT FIXTURE SPRINKLER HEAD EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR RECESSED COVE LIGHT FIXTURE LAY-IN/ RECESSED TROFFER LIGHT FIXTURES LAY-IN/ RECESSED PARABOLIC LIGHT FIXTURES WALL WASHER LIGHT FIXTURE SPEAKER WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM LINEAR METAL CEILING LINEAR RECESSED LIGHT FIXTURE (W) - WALL WASH GYPSUM BOARD CEILINGS AND SOFFITS 2' X 2' ACOUSTICAL PANEL CEILING SYSTEM ACCESS PANEL W 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 LINEAR GRID MOUNTED LIGHT FIXTURES GEOMETRIC ACOUSTICAL PANEL CEILING SYSTEM 2' X 4' CLEANROOM ACOUSTICAL PANEL CEILING SYSTEM WOOD SIDINGACCESSIBLE WOOD CEILING APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6"APC2 9' -6" APC2 9' -6"APC1 9' -6" APC2 8' -0" APC1 8' -0" APC2 8' -0" APC2 9' -0" APC2 9' -0" 200A PUBLIC TOILET 200EB ELEV B200EA ELEV A 200B PUBLIC TOILET 221 LAB 215 EXAM 216 EXAM 217 EXAM 233 TELMED APC2 9' -6" APC1 9' -6" 10' -0" LAP1 10' -6" APC2 8' -0" APC2 8' -0" APC2 9' -6" APC2 9' -6"9' -4" 9' -4" APC2 9' -6" APC2 9' -6" 9' -4" 7' -2" APC2 9' -6"8' -0" APC2 8' -0" 213 PHYSICIAN OFFICE/ DICTATION 212 EXAM 210 EXAM 209 MANAGER OFFICE 208 SHARED STAFF BREAK 201 WAITING 202 SHARED RECEPTION/ REGISTRATION 207 CIRCULATION 203 SHARED CLERICAL OFFICE 204 MULTIPURPOSE/ CONSULT/ TELEMED 205 STAFF TOILET 206 SHARED MULTIPURPOSE/ CONSULT/ TELEMED 214 NURSE 218 EXAM (GYN) 219 SHARED CLEAN WORK/ MED PREP 220 EXAM (GYN) PoS 222 PATIENT TOILET 224 VISITOR TOILET (PoS) 225 DENTAL TREATMENT ROOM 229 SHARED SOILED HOLDING 226 EVS 228 CIRCULATION 227 DENTAL EQUIPMENT STERILIZATION 231 SHARED EQUIPMENT STORAGE 223 VITALS ALCOVE 230 DENTAL OFFICE APC2 9' -6" APC2 8' -0"SECTOR 2SECTOR 1S E C T O R 2SECTOR 3 F7 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ F7 A561 ________________________________________________ 7' -2" 7' -2" F4 A561 ________________________________________________ 7' -2" 7' -2" F4 A561 ________________________________________________ F4 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ 7' -2"7' -2"7' -2" 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" 7' -2" F7 A561 ________________________________________________ F7 A561 ________________________________________________ F1 A561 SIM ________________________________________________ H10 A561 ________________________________________________ ALIGN A L IG N 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ A L IG N ALIGN F7 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ 9' -4" A L IG N F7 A561 ________________________________________________ 9' -4" F7 A561 ________________________________________________ALI GN7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ APC2 9' -0" APC2 9' -0" APC2 9' -6" APC2 9' -6" D9 A561 ________________________________________________ D9 A561 ________________________________________________ GYP. BD. 7' -10" D9 A561 ________________________________________________ D9 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ F1 A561 SIM ________________________________________________ F7 A561 ________________________________________________ F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________D9 A561 ________________________________________________ F1 A561 SIM ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ 7' -2" 7' -2" 7' -2" F7 A561 ________________________________________________ F7 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ 9' -4" F1 A561 SIM ________________________________________________ 9' -4" D5 A561 ________________________________________________5 1/2"ALIGN ALIGNALIGNALIGNEQEQ3' - 5"2' - 6"3' - 3"3' - 3"EQEQ3' - 6" 1 ' - 1 0 "3' - 2"3' - 2"EQEQ1 ' - 1 1 "1 ' - 1 1 "EQ6' - 7"EQE Q E Q ALIGN A L IG NALIGN5 1 /2 "5 1/ 2 "5 1 /2" 6 ' - 4 3/ 8 "4' - 11"EQEQEQ 2' - 6" E Q 2' - 6"E Q E Q SIM EQ EQEQ EQEQ8' -0" 8' -0" EQ D9 A561 ________________________________________________ P8 P 8 P 8 P8 SIDES P 8 P 8 S ID E S P8 SIDES P8 SIDES P8 P 8 P 8 S ID E S P8 P 8 P8 SIDES P 8 S ID E S P 8 P 8 S ID E S P8 P8 P 8 P 8 S ID E SP8 S ID E SP8 S ID E S P 8 P 8 S ID E S P 8 P 8 S ID E S P8 P 8 S ID E S P 8 S ID E S P8P8P8 SIDES P8 SIDES P8P8 SIDES P8P8 SIDES P8 P8 SIDES P8 P8 SIDES P8P8P8P8P8P8 SIDES P8 SIDES P8 SIDES P8 SIDES P8 P8 SIDES P 8 S ID E S P8 1 ' - 5 7 /8 "8' -3 1/2" EXTERIOR CEILING SYSTEM 1 (CS-1) EXTERIOR CEILING SYSTEM 1 (CS-1) FUTURE OVERHEAD FIXTURE 19' - 0 9/16"3' - 0"6' - 8"ROOF HATCH 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.2/10/2021 2:35:42 PMA222 SECOND FLOOR REFLECTED CEILING PLAN - SECTOR 2 02/05/2021 2018089 KAS, HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS KEY PLAN LIGHT FIXTURES 0'1'2'4'8' OTHER KEYED REFLECTED CEILING PLAN NOTES # 1/4" = 1'-0"A2 SECOND FLOOR REFLECTED CEILING PLAN - SECTOR 2 1 CENTER ACOUSTIC CEILING PANELS WITHIN FIELD UNLESS OTHERWISE NOTED. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 2 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. 3 MOUNT ALL FIXTURES AND DEVICES IN THE CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 4 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. 5 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 WALL OR CEILING IN WHICH THEY OCCUR. PROVIDE COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 6 PROVIDE COORDINATION DRAWINGS OF ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND AUDIO/VIDEO SYSTEMS FOR REVIEW. 7 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P18 UNLESS OTHERWISE NOTED. 8 PAINT CEILING ACCESS PANELS AND MECHANICAL GRILLES / DIFFUSERS WHERE THEY OCCUR IN GYPSUM BOARD CEILINGS TO MATCH ADJACENT CEILING FINISH. 1 COORDINATE WITH OWNER FOR SPECIALTY BLACKLIGHT PAINT FINISHES TO BE INSTALLED IN THIS ROOM BY SEPARATE VENDOR. 2 NO CEILING. 3 X-RAY STATIONARY RAIL CROSS-MEMBERS. REFER TO STRUCTURAL FOR FURTHER INFORMATION. 4 CEILING HEIGHT NOTED FROM ELEVATION ABOVE ROOF LEVEL REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 SD SD SD SD SD SD SD OS M M M F SECTOR 1 SECTOR 2 SECTOR 3 ST1-2 STAIR 1 200 WALKING TRACK 9' -5" APC3 8' -3"SECTOR 3SECTOR 1S E C T O R 2SECTOR 3 D9 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ 9' -4" D5 A561 ________________________________________________5 1/2"ALIGN SIM 8 1 /4 "11 5/8"D2 A561 ________________________________________________ 11' -0" 6' -3" 8' -3" GYPSUM BOARD AT UNDERSIDE OF STRINGER P17 P9 SIDES P9 SIDES P17 G YPSUM B OARD A T UNDERSI DE OF STR INGER EXTERIOR CEILING SYSTEM 1 (CS-1) P18 TYPICAL30' - 0"19' - 0 9/16"22' - 11 1/8" 42' - 9 1/4" 1 ' - 2"6 ' - 8 "ROOF HATCH LINEAR PENDANT LIGHT FIXTURE LINEAR SURFACE MOUNTED 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 FIXTURESURFACE MOUNTED LIGHT FIXTURES PROJECTION SCREEN - MOTORIZED SURFACE MOUNTED TRACK LIGHT FIXTURE SPRINKLER HEAD EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR RECESSED COVE LIGHT FIXTURE LAY-IN/ RECESSED TROFFER LIGHT FIXTURES LAY-IN/ RECESSED PARABOLIC LIGHT FIXTURES WALL WASHER LIGHT FIXTURE SPEAKER WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM LINEAR METAL CEILING LINEAR RECESSED LIGHT FIXTURE (W) - WALL WASH GYPSUM BOARD CEILINGS AND SOFFITS 2' X 2' ACOUSTICAL PANEL CEILING SYSTEM ACCESS PANEL W 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 LINEAR GRID MOUNTED LIGHT FIXTURES GEOMETRIC ACOUSTICAL PANEL CEILING SYSTEM 2' X 4' CLEANROOM ACOUSTICAL PANEL CEILING SYSTEM WOOD SIDINGACCESSIBLE WOOD CEILING 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.2/10/2021 2:35:48 PMA223 SECOND FLOOR REFLECTED CEILING PLAN - SECTOR 3 02/05/2021 2018089 KAS, HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS KEY PLAN LIGHT FIXTURES 0'1'2'4'8' OTHER KEYED REFLECTED CEILING PLAN NOTES # 1/4" = 1'-0"B3 SECOND FLOOR REFLECTED CEILING PLAN - SECTOR 3 1 CENTER ACOUSTIC CEILING PANELS WITHIN FIELD UNLESS OTHERWISE NOTED. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 2 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. 3 MOUNT ALL FIXTURES AND DEVICES IN THE CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 4 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. 5 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 WALL OR CEILING IN WHICH THEY OCCUR. PROVIDE COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 6 PROVIDE COORDINATION DRAWINGS OF ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND AUDIO/VIDEO SYSTEMS FOR REVIEW. 7 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P18 UNLESS OTHERWISE NOTED. 8 PAINT CEILING ACCESS PANELS AND MECHANICAL GRILLES / DIFFUSERS WHERE THEY OCCUR IN GYPSUM BOARD CEILINGS TO MATCH ADJACENT CEILING FINISH. 1 COORDINATE WITH OWNER FOR SPECIALTY BLACKLIGHT PAINT FINISHES TO BE INSTALLED IN THIS ROOM BY SEPARATE VENDOR. 2 NO CEILING. 3 X-RAY STATIONARY RAIL CROSS-MEMBERS. REFER TO STRUCTURAL FOR FURTHER INFORMATION. 4 CEILING HEIGHT NOTED FROM ELEVATION ABOVE ROOF LEVEL REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 SD OS M M M F SD SD SD SD SD SD SD SD SD SD OS OS OS OS OS LINEAR PENDANT LIGHT FIXTURE LINEAR SURFACE MOUNTED 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 FIXTURESURFACE MOUNTED LIGHT FIXTURES PROJECTION SCREEN - MOTORIZED SURFACE MOUNTED TRACK LIGHT FIXTURE SPRINKLER HEAD EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR RECESSED COVE LIGHT FIXTURE LAY-IN/ RECESSED TROFFER LIGHT FIXTURES LAY-IN/ RECESSED PARABOLIC LIGHT FIXTURES WALL WASHER LIGHT FIXTURE SPEAKER WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM LINEAR METAL CEILING LINEAR RECESSED LIGHT FIXTURE (W) - WALL WASH GYPSUM BOARD CEILINGS AND SOFFITS 2' X 2' ACOUSTICAL PANEL CEILING SYSTEM ACCESS PANEL W 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 LINEAR GRID MOUNTED LIGHT FIXTURES GEOMETRIC ACOUSTICAL PANEL CEILING SYSTEM 2' X 4' CLEANROOM ACOUSTICAL PANEL CEILING SYSTEM WOOD SIDINGACCESSIBLE WOOD CEILING SECTOR 1 SECTOR 2 323 ELEC/ DATA ST2-3 STAIR 2 335A PATIENT TOILET 322 EXAM/CONSULT 312 CENTRAL CLEAN WORK 313 EXAM/CONSULT 314 EXAM/CONSULT 315 EXAM/CONSULT 316 EXAM/CONSULT 318 EXAM/CONSULT 319 EXAM/CONSULT 320 EXAM/CONSULT 321 EXAM/CONSULT 317 STAFF CIRCULATION 326 SPECIALTY EXAM/ TREATMENT 327 PATIENT TOILET 317F PROVIDER OFFICE 326A PATIENT TOILET 325 STAFF TOILET 324 TRIAGE NURSE 317E NURSE WORK AREA 328 EXAM/CONSULT 331 EXAM/CONSULT 329 EXAM/CONSULT 329.1 EXAM/CONSULT 339B TRIAGE NURSE 327 EXAM/CONSULT 330 EVS 339A PROVIDER OFFICE 339 NURSE WORK 333 SPECIMEN COLLECTION332 LAB DRAW 334 LAB 335 SPECIALTY EXAM/TREATMENT/ TELEMED336 PATIENT TOILET APC2 9' -6" 9' -4" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC1 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC1 9' -6" APC2 9' -6" APC1 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 8' -0" APC2 9' -6" APC1 9' -6" 10' -0" APC2 9' -6" 8' -0" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 7' -2" APC2 9' -6" APC2 7' -6" APC2 9' -0" APC2 9' -6"SECTOR 1SECTOR 2SECTOR 2SECTOR 1F7 A561 ________________________________________________ 7' -2"F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ D9 A561 ________________________________________________ 7' -2" F4 A561 ________________________________________________ 8' -0" F7 A561 ________________________________________________ F7 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" APC2 9' -6" F10 A561 ________________________________________________ F7 A561 ________________________________________________ 7' -2" 7' -2" F7 A561 ________________________________________________ F7 A561 ________________________________________________ 7' -2"F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ D9 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ D9 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F4 A561 ________________________________________________ D9 A561 ________________________________________________ F4 A561 ________________________________________________7' -2" D9 A561 ________________________________________________ F7 A561 ________________________________________________ 7' -2" 9' -4"9' -4" 9' -4" 9' -4"F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________ F4 A561 ________________________________________________ 7' -2" 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 350 STORAGE 7' -2" 7' -2" F7 A561 ________________________________________________ F7 A561 ________________________________________________ALIGNALIGNALIGNALIGN4 7/8"EQ EQ 4 7/8"2' - 6"4 7/8"2' - 6 1/4"4 7/8"EQ3' - 6"3' - 6"EQ1' - 0"ALIGNALIGNEQEQEQ 6' - 0"EQ ALIGNALIGN EQ EQEQEQ ALIGNALIGNEQ EQ EQ5' - 8"EQP10 P10 SIDES P10 P10 SIDES P10P10SIDESP10P10SIDESP10P10SIDESP10 P10P10SIDESP10 SIDES P10 SIDES P10SIDESP10SIDESP10P10SIDESP10P10SIDESP10P10 SIDES P10 P10SIDESP10P10SIDESP10P10SIDESP10P10P10P10P10P10 SIDES P10P10SIDESP10SIDESP10SIDESP10SIDESP10SIDES7' -4"7' -2" 2 2 ALIGN 9' -6"P18 F7 A561 ________________________________________________ SIM ALIGN 9' -6"P18 F7 A561 ________________________________________________ SIM ALIGN 9' -6" F7 A561 ________________________________________________ SIM P18 ALIGN P2P2 SIDESP2 P2 SIDES P2P2 SIDES P2P2 SIDES P2 SIDES P2P2P2P2SIDES P2P2SIDESGYP. BD. 13' -3" ALIGN ALUMINUM TRIM OPEN TO ABOVE PROVIDE FINSHED 5/8" GYPSUM BOARD WHERE BACK SIDE OF TUBE IS EXPOSED. REFER ALSO TO F10/A503 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.2/11/2021 3:32:21 PMA231 THIRD FLOOR REFLECTED CEILING PLAN - SECTOR 1 02/05/2021 2018089 CRB, KAS, HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS KEY PLAN LIGHT FIXTURES 0'1'2'4'8' OTHER KEYED REFLECTED CEILING PLAN NOTES # 1/4" = 1'-0"A1 THIRD FLOOR - REFLECTED CEILING PLAN - SECTOR 1 1 CENTER ACOUSTIC CEILING PANELS WITHIN FIELD UNLESS OTHERWISE NOTED. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 2 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. 3 MOUNT ALL FIXTURES AND DEVICES IN THE CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 4 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. 5 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 WALL OR CEILING IN WHICH THEY OCCUR. PROVIDE COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 6 PROVIDE COORDINATION DRAWINGS OF ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND AUDIO/VIDEO SYSTEMS FOR REVIEW. 7 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P18 UNLESS OTHERWISE NOTED. 8 PAINT CEILING ACCESS PANELS AND MECHANICAL GRILLES / DIFFUSERS WHERE THEY OCCUR IN GYPSUM BOARD CEILINGS TO MATCH ADJACENT CEILING FINISH. 1 COORDINATE WITH OWNER FOR SPECIALTY BLACKLIGHT PAINT FINISHES TO BE INSTALLED IN THIS ROOM BY SEPARATE VENDOR. 2 NO CEILING. 3 X-RAY STATIONARY RAIL CROSS-MEMBERS. REFER TO STRUCTURAL FOR FURTHER INFORMATION. 4 CEILING HEIGHT NOTED FROM ELEVATION ABOVE ROOF LEVEL REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 SD OS M M M F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD OS OS SECTOR 1 SECTOR 2 LINEAR PENDANT LIGHT FIXTURE LINEAR SURFACE MOUNTED 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 FIXTURESURFACE MOUNTED LIGHT FIXTURES PROJECTION SCREEN - MOTORIZED SURFACE MOUNTED TRACK LIGHT FIXTURE SPRINKLER HEAD EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR RECESSED COVE LIGHT FIXTURE LAY-IN/ RECESSED TROFFER LIGHT FIXTURES LAY-IN/ RECESSED PARABOLIC LIGHT FIXTURES WALL WASHER LIGHT FIXTURE SPEAKER WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM LINEAR METAL CEILING LINEAR RECESSED LIGHT FIXTURE (W) - WALL WASH GYPSUM BOARD CEILINGS AND SOFFITS 2' X 2' ACOUSTICAL PANEL CEILING SYSTEM ACCESS PANEL W 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 LINEAR GRID MOUNTED LIGHT FIXTURES GEOMETRIC ACOUSTICAL PANEL CEILING SYSTEM 2' X 4' CLEANROOM ACOUSTICAL PANEL CEILING SYSTEM WOOD SIDINGACCESSIBLE WOOD CEILING ST1-3 STAIR 1 300EA ELEV A 300EB ELEV B 309 EXAM/CONSULT 310 PATIENT VITALS ALCOVE 311 CENTRAL SOILED WORK 308 EXAM/CONSULT 307 EXAM/CONSULT 306 EXAM/CONSULT 317A PROVIDER OFFICE 305 STAFF BREAK AREA 305A STAFF TOILET 302 PATIENT TOILET 301A OFFICE MANAGER 303 SPECIALTY EXAM/TREATMENT 301 REGISTRATION 300 GUEST WAITING/ CIRCULATION 300A PUBLIC TOILET 300B PUBLIC TOILET 13' -0" APC1 9' -6" LAP1 10' -6" 9' -3" APC1 9' -6" APC1 9' -6" APC2 9' -0" APC2 9' -6"APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -0" APC1 9' -6" 8' -0" 8' -0" APC1 9' -6" APC2 9' -0" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" 12' -0"SECTOR 1SECTOR 2SECTOR 2SECTOR 1D9 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" 9' -4"9' -4" D9 A561 ________________________________________________ 8' -0" F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ 8' -0" F7 A561 ________________________________________________ D9 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________8' -0" 9' -4" D9 A561 ________________________________________________ F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________9' -0" F7 A561 ________________________________________________ 7' -2" 7' -2"7' -2" F7 A561 ________________________________________________ F7 A561 ________________________________________________F7 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ 7' -2"F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2"F4 A561 ________________________________________________ F7 A561 ________________________________________________ALIGN1' - 0"1 1 ' - 0 " EQ EQEQ EQALIGNALIGNALIGNALIGN 9"ALIGN9' -4" ALIGN ALIGNALIGNALIGNALIGN2' - 6"EQEQEQEQEQEQGYP. BD. 9' -4" ALIGNALIGNALIGN EQ EQ EQ EQ EQ EQ2' - 6"7' - 7 3/4"ALIGN EQ EQ EQEQALIGN4 7/8"ALIGN4 7/8"ALIGN ALIGN 2' - 5"1' - 0" EQEQ EQEQ5 1/2"P10 P10 SIDES P10P10SIDESP10P10SIDESP10P10SIDESP10P10SIDESP10P10P10P10SIDESP10SIDESP10SIDESP10 P10 SIDES F7 A561 ________________________________________________ 7' -2"P10P10SIDESP10 P10 SIDES P10 SIDES P10P10 P10 P10 P10 P10 SIDES P10 SIDES P9 P9 SIDES EQ EQ GYPSUM BOARD AT UNDERSIDE OF STRINGER G YPS UM B OA RD A T U N DE R S ID E O F S TRI NG E R 7' -4" P10 SIDES EQEQ EQEQ9' -6"P18 F7 A561 ________________________________________________ SIM ALIGNALIGN P18 TYPICAL 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.2/5/2021 4:47:34 PMA232 THIRD FLOOR REFLECTED CEILING PLAN - SECTOR 2 02/05/2021 2018089 KAS, HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS KEY PLAN LIGHT FIXTURES 0'1'2'4'8' OTHER KEYED REFLECTED CEILING PLAN NOTES # 1/4" = 1'-0"A1 THIRD FLOOR REFLECTED CEILING PLAN - SECTOR 2 1 CENTER ACOUSTIC CEILING PANELS WITHIN FIELD UNLESS OTHERWISE NOTED. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 2 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. 3 MOUNT ALL FIXTURES AND DEVICES IN THE CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 4 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. 5 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 WALL OR CEILING IN WHICH THEY OCCUR. PROVIDE COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 6 PROVIDE COORDINATION DRAWINGS OF ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND AUDIO/VIDEO SYSTEMS FOR REVIEW. 7 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P18 UNLESS OTHERWISE NOTED. 8 PAINT CEILING ACCESS PANELS AND MECHANICAL GRILLES / DIFFUSERS WHERE THEY OCCUR IN GYPSUM BOARD CEILINGS TO MATCH ADJACENT CEILING FINISH. 1 COORDINATE WITH OWNER FOR SPECIALTY BLACKLIGHT PAINT FINISHES TO BE INSTALLED IN THIS ROOM BY SEPARATE VENDOR. 2 NO CEILING. 3 X-RAY STATIONARY RAIL CROSS-MEMBERS. REFER TO STRUCTURAL FOR FURTHER INFORMATION. 4 CEILING HEIGHT NOTED FROM ELEVATION ABOVE ROOF LEVEL REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 SD OS M M M F SDSDSD SD SD SD SD SDSD SD SD SD SD SD SD SD SD OS OS OS OS OS SD OS OS OS OS OS LINEAR PENDANT LIGHT FIXTURE LINEAR SURFACE MOUNTED 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 FIXTURESURFACE MOUNTED LIGHT FIXTURES PROJECTION SCREEN - MOTORIZED SURFACE MOUNTED TRACK LIGHT FIXTURE SPRINKLER HEAD EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR RECESSED COVE LIGHT FIXTURE LAY-IN/ RECESSED TROFFER LIGHT FIXTURES LAY-IN/ RECESSED PARABOLIC LIGHT FIXTURES WALL WASHER LIGHT FIXTURE SPEAKER WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM LINEAR METAL CEILING LINEAR RECESSED LIGHT FIXTURE (W) - WALL WASH GYPSUM BOARD CEILINGS AND SOFFITS 2' X 2' ACOUSTICAL PANEL CEILING SYSTEM ACCESS PANEL W 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 LINEAR GRID MOUNTED LIGHT FIXTURES GEOMETRIC ACOUSTICAL PANEL CEILING SYSTEM 2' X 4' CLEANROOM ACOUSTICAL PANEL CEILING SYSTEM WOOD SIDINGACCESSIBLE WOOD CEILING SECTOR 1 SECTOR 2 APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -0" APC2 9' -0" APC2 9' -0" APC2 9' -0" APC1 9' -6"APC1 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC1 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -0" APC2 9' -6"APC2 9' -6" APC2 9' -6" 10' -0" APC2 9' -0" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" 433 SHARED CONFERENCE 432 DEXASCAN 420 SOILED WORKROOM 419 CLEAN WORKROOM 418A GOWNING 429 IMAGING IT/DATA 415 ULTRASOUND (GUIDED BIOPSY) 423 ULTRASOUND (PoS) 423A PATIENT TOILET (PoS) 431 MAMMOGRAPHY (STEREOTATIC BIOPSY) 427 MAMMOGRAPHY 426 READING ROOM 428 OFFICE/ READING 424 ULTRASOUND 430 ELEC/DATA 443 STAFF BREAK 445 STAFF TOILET 439 EVS 421 EQUIPMENT STORAGE & FLEX SPACE 431A EQUIPMENT STORAGE 424A PATIENT TOILET 441 PROCEDURE ROOM 440 PROCEDURE ROOM 436 RECEPTION 436A PROVIDER OFFICE 435 CIRCULATION 438 SOILED WORKROOM 434 WAITING 444 PATIENT TOILET 425 WOMEN'S CIRCULATION 422 MEN'S CIRCULATION 9' -6" 9' -0" 9' -0" 9' -0" 9' -0" APC2 9' -6" ST2-4 STAIR 2 APC2 9' -6" APC1 9' -6" 9' -0" APC2 9' -6" 8' -0" APC1 9' -6" 437 CLEAN WORKROOM& EQUIP.STORAGE 442 PROCEDURE ROOM SECTOR 1SECTOR 2SECTOR 2SECTOR 17' -2" F4 A561 ________________________________________________ 7' -2" F4 A561 ________________________________________________ 7' -2" F4 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 9' -0" 9' -0" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ F7 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ 7' -2" F4 A561 ________________________________________________ 7' -2" F4 A561 ________________________________________________ 7' -2"F4 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F4 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________F7 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ F7 A561 ________________________________________________ 7' -2" APC2 9' -6" F7 A561 ________________________________________________ F7 A561 ________________________________________________ ALIGNEQEQEQEQ ALIGN EQEQEQ EQ ALIGNEQ EQ EQEQ2' - 0"2' - 0"EQEQALIGNALIGN EQ 4' - 0"EQ EQEQALIGNEQ EQEQ 4' - 0"EQALIGNALIGN ALIGNALIGN EQEQEQ EQ ALIGN EQ EQ EQP12P12 SIDES P12P12 SIDES P12 P12 SIDES P12 P12 P12 SIDES P12 SIDES P12 SIDES P12 SIDES P12 P12 P12P12 SIDES P12P12 SIDES P12 P12 SIDES P12 P12 SIDES P18 P12 SIDES P12P12 SIDES P12 P12 SIDES P12 6' -3 1/2" 2 2 ALIGN F7 A561 ________________________________________________ SIM ALIGN CONTROL JOINT 9' -6" 9' -6"9' -6" F4 A561 ________________________________________________ SIM F4 A561 ________________________________________________ SIM P18P18 ALIGN ALIGN F7 A561 ________________________________________________ SIM ALIGN ALUMINUM TRIM OPEN TO ABOVE PROVIDE FINSHED 5/8" GYPSUM BOARD WHERE BACK SIDE OF TUBE IS EXPOSED. REFER ALSO TO F10/A503 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.2/5/2021 4:47:44 PMA241 FOURTH FLOOR REFLECTED CEILING PLAN - SECTOR 1 02/05/2021 2018089 CRB, KAS, HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS KEY PLAN LIGHT FIXTURES 0'1'2'4'8' OTHER KEYED REFLECTED CEILING PLAN NOTES # 1/4" = 1'-0"A1 FOURTH FLOOR REFLECTED CEILING PLAN - SECTOR 1 1 CENTER ACOUSTIC CEILING PANELS WITHIN FIELD UNLESS OTHERWISE NOTED. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 2 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. 3 MOUNT ALL FIXTURES AND DEVICES IN THE CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 4 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. 5 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 WALL OR CEILING IN WHICH THEY OCCUR. PROVIDE COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 6 PROVIDE COORDINATION DRAWINGS OF ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND AUDIO/VIDEO SYSTEMS FOR REVIEW. 7 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P18 UNLESS OTHERWISE NOTED. 8 PAINT CEILING ACCESS PANELS AND MECHANICAL GRILLES / DIFFUSERS WHERE THEY OCCUR IN GYPSUM BOARD CEILINGS TO MATCH ADJACENT CEILING FINISH. 1 COORDINATE WITH OWNER FOR SPECIALTY BLACKLIGHT PAINT FINISHES TO BE INSTALLED IN THIS ROOM BY SEPARATE VENDOR. 2 NO CEILING. 3 X-RAY STATIONARY RAIL CROSS-MEMBERS. REFER TO STRUCTURAL FOR FURTHER INFORMATION. 4 CEILING HEIGHT NOTED FROM ELEVATION ABOVE ROOF LEVEL REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 SD OS M M M F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD OS LINEAR PENDANT LIGHT FIXTURE LINEAR SURFACE MOUNTED 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 FIXTURESURFACE MOUNTED LIGHT FIXTURES PROJECTION SCREEN - MOTORIZED SURFACE MOUNTED TRACK LIGHT FIXTURE SPRINKLER HEAD EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR RECESSED COVE LIGHT FIXTURE LAY-IN/ RECESSED TROFFER LIGHT FIXTURES LAY-IN/ RECESSED PARABOLIC LIGHT FIXTURES WALL WASHER LIGHT FIXTURE SPEAKER WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM LINEAR METAL CEILING LINEAR RECESSED LIGHT FIXTURE (W) - WALL WASH GYPSUM BOARD CEILINGS AND SOFFITS 2' X 2' ACOUSTICAL PANEL CEILING SYSTEM ACCESS PANEL W 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 LINEAR GRID MOUNTED LIGHT FIXTURES GEOMETRIC ACOUSTICAL PANEL CEILING SYSTEM 2' X 4' CLEANROOM ACOUSTICAL PANEL CEILING SYSTEM WOOD SIDINGACCESSIBLE WOOD CEILING SECTOR 1 SECTOR 2 APC2 9' -6" APC2 9' -0"APC2 9' -0" APC2 9' -0" APC2 9' -0" APC2 9' -6" APC2 9' -6" 9' -4" APC2 9' -6" APC1 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -0" 9' -4" APC2 9' -0" APC2 9' -6" APC2 9' -6" APC2 9' -0" 7' -2" APC1 9' -6" 10' -0" APC2 9' -6" LAP1 9' -6" OPEN TO ABOVE 400 ELEVATOR LOBBY & PUBLIC CORRIDOR 401 IMAGING GUEST LOUNGE/WAITING 403 PRACTICE MANAGER 402 REGISTRATION 407A GOWNING 1 407 WOMEN'S CIRCULATION 407C GOWNING 2 407D GOWNING 3 409 WOMEN'S SUB-WAIT 407B PATIENT TOILET 412A HOLDING BAY 1 415A PATIENT TOILET 412B HOLDING BAY 2 411 NURSE/TECH STATION 418 MEN'S SUB-WAIT 418A GOWNING 418B PATIENT TOILET 413 PATIENT TOILET 415 ULTRASOUND (GUIDED BIOPSY) 414 STAFF TOILET 416 DIAGNOSTIC RADIOGRAPHY 417 EVS 405 MULTIPURPOSE/ CONSULT 400B PUBLIC TOILET 400A PUBLIC TOILET 406 CIRCULATION 410 RESULTS ALCOVE LAP1 10' -6" 412 CIRCULATION ST3-4 STAIR 3 ST1-4 STAIR 1 400EA ELEV A 400EB ELEV B APC2 9' -0" 7' -2" 400C WHEEL CHAIR STORAGE 404 STORAGE APC2 9' -6" APC2 9' -6" APC2 9' -6" 7' -2" 7' -2" LAP1 9' -6" APC2 9' -6" 8' -0" 9' -0" 8' -0" APC2 9' -0" APC2 8' -0" 9' -0"SECTOR 1SECTOR 2SECTOR 2SECTOR 1F7 A561 ________________________________________________ 7' -2"F7 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ F7 A561 ________________________________________________ 7' -2" D9 A561 ________________________________________________ 7' -2" F10 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ 8' -0" F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________ F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ F1 A561 SIM ________________________________________________ F7 A561 ________________________________________________ 8' -0" F7 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________ D9 A561 ________________________________________________ F1 A561 SIM ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ APC2 9' -6" D9 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ 9' -4" D11 A561 ________________________________________________ ALIGN 5 1/2"3' - 0"10' - 9"EQEQALIGN ALIGNEQEQEQEQ 3' - 8"2' - 4"EQEQ9' - 4"2' - 8"6' - 0"6' - 0"4' - 5 3/8" ALIGN ALIGN EQ EQ EQEQ EQ EQEQ EQ EQEQ EQ EQALIGN 1' - 6"EQ EQALIGN ALIGNALIGNALIGN 9 5/8"ALIGNEQ EQ EQEQALIGN5 1/2" ALIGN 5 1/2"ALIGNALIGNALIGNF1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________ 2' - 6"EQEQEQEQEQEQEQEQALIGN 5 1/2"ALIGN EQEQ EQEQ13' - 6"4' - 8"3' - 0"10"3P12P12 SIDES P12 SIDES P12 P12 SIDES P12 P13 P13SIDESP12 P12 SIDES P12 P12 SIDES P12 SIDES P12 P12 P12 P12 P12 P12 P12 SIDES P12 SIDES P12 SIDES SIDES GYPSUM BOARD AT UNDERSIDE OF STRINGER G YPS UM B OA RD A T U N DE R S ID E O F S TRI NG E R 6' -3 1/2" 11' -6" 10' -6"PT18 AT GYPSUM BOARD SOFFIT UNDER STAIREQ EQ 9' -4" 9' -6" F7 A561 ________________________________________________ SIM ALIGN ALIGN P18 D11 A561 ________________________________________________P181' - 0" P18 GYP. BD. 10' -6" FROM 4TH FLOOR 9' -6" FROM 4TH FLOOR P18 8' - 4" P18 CC1 CC1 CJ P18 P18 TYPICAL 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.2/5/2021 4:47:54 PMA242 FOURTH FLOOR REFLECTED CEILING PLAN - SECTOR 2 02/05/2021 2018089 KAS, HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS KEY PLAN LIGHT FIXTURES 0'1'2'4'8' OTHER KEYED REFLECTED CEILING PLAN NOTES # 1/4" = 1'-0"A1 FOURTH FLOOR REFLECTED CEILING PLAN - SECTOR 2 1 CENTER ACOUSTIC CEILING PANELS WITHIN FIELD UNLESS OTHERWISE NOTED. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 2 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. 3 MOUNT ALL FIXTURES AND DEVICES IN THE CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 4 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. 5 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 WALL OR CEILING IN WHICH THEY OCCUR. PROVIDE COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 6 PROVIDE COORDINATION DRAWINGS OF ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND AUDIO/VIDEO SYSTEMS FOR REVIEW. 7 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P18 UNLESS OTHERWISE NOTED. 8 PAINT CEILING ACCESS PANELS AND MECHANICAL GRILLES / DIFFUSERS WHERE THEY OCCUR IN GYPSUM BOARD CEILINGS TO MATCH ADJACENT CEILING FINISH. 1 COORDINATE WITH OWNER FOR SPECIALTY BLACKLIGHT PAINT FINISHES TO BE INSTALLED IN THIS ROOM BY SEPARATE VENDOR. 2 NO CEILING. 3 X-RAY STATIONARY RAIL CROSS-MEMBERS. REFER TO STRUCTURAL FOR FURTHER INFORMATION. 4 CEILING HEIGHT NOTED FROM ELEVATION ABOVE ROOF LEVEL REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 SD OS M M M F SD SD SD SD SD SD SD SD SD SD SD SD OS OS OS OS OS OS OS LINEAR PENDANT LIGHT FIXTURE LINEAR SURFACE MOUNTED 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 FIXTURESURFACE MOUNTED LIGHT FIXTURES PROJECTION SCREEN - MOTORIZED SURFACE MOUNTED TRACK LIGHT FIXTURE SPRINKLER HEAD EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR RECESSED COVE LIGHT FIXTURE LAY-IN/ RECESSED TROFFER LIGHT FIXTURES LAY-IN/ RECESSED PARABOLIC LIGHT FIXTURES WALL WASHER LIGHT FIXTURE SPEAKER WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM LINEAR METAL CEILING LINEAR RECESSED LIGHT FIXTURE (W) - WALL WASH GYPSUM BOARD CEILINGS AND SOFFITS 2' X 2' ACOUSTICAL PANEL CEILING SYSTEM ACCESS PANEL W 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 LINEAR GRID MOUNTED LIGHT FIXTURES GEOMETRIC ACOUSTICAL PANEL CEILING SYSTEM 2' X 4' CLEANROOM ACOUSTICAL PANEL CEILING SYSTEM WOOD SIDINGACCESSIBLE WOOD CEILING SECTOR 1 SECTOR 2 OPEN 522 EXAM/CONSULT 521 EXAM/CONSULT 520 EXAM/CONSULT 519 EXAM/CONSULT 518 EXAM/CONSULT 517E NURSE WORK AREA 517F PROVIDER OFFICE 523 IT/ELEC 524 TRIAGE NURSE 526A PATIENT TOILET 525 STAFF TOILET 526 SPECIALTY EXAM/ TREATMENT 527 PATIENT TOILET 504 CIRCULATION 517 STAFF CIRCULATION 504BB CIRCULATION 514 EXAM/CONSULT 513 EXAM/CONSULT 512 CENTRAL CLEAN WORK 515 EXAM/CONSULT 516 EXAM/CONSULT 533 SPECIMEN COLLECTION532 LAB DRAW 530 EVS 538 EXAM/CONSULT 531 EXAM/CONSULT529 EXAM/CONSULT 528 EXAM/CONSULT ST2-5 STAIR 2 517C CIRCULATION 539A PROVIDER OFFICE 537 EXAM/CONSULT 539B TRIAGE NURSE 536 PATIENT TOILET 535 SPECIALTY EXAM/TREATMENT/ TELEMED 535A PATIENT TOILET 534 LAB 500 ELEVATOR CONTROL ROOM APC2 9' -6" 9' -4" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6"APC2 9' -6" APC1 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC1 9' -6" APC2 9' -6" APC1 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 8' -0" APC2 9' -6" APC1 9' -6" 10' -0" APC2 9' -6" 8' -0" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 7' -6" APC2 9' -0"SECTOR 1SECTOR 2SECTOR 2SECTOR 17' -2" F7 A561 ________________________________________________ 7' -2" 7' -2" F7 A561 ________________________________________________ F7 A561 ________________________________________________ 7' -2"F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ 7' -2" F4 A561 ________________________________________________ 535B STORAGE D9 A561 ________________________________________________ F4 A561 ________________________________________________7' -2" D9 A561 ________________________________________________ F7 A561 ________________________________________________ 7' -2" 9' -4" 9' -4" 9' -4" F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________ F4 A561 ________________________________________________ 7' -2" 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 539C STORAGE F7 A561 ________________________________________________ 8' -0" F7 A561 ________________________________________________ APC2 7' -2" D9 A561 ________________________________________________ 7' -2" F4 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" 7' -2" F7 A561 ________________________________________________ F7 A561 ________________________________________________ 7' -2"F4 A561 ________________________________________________ 7' -2" F10 A561 ________________________________________________ F4 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ F7 A561 ________________________________________________ 9' -4"F1 A561 SIM ________________________________________________ ALIGN EQ EQEQEQ 1' - 0"ALIGNALIGNEQEQEQ 6' - 0"EQ ALIGNALIGNEQ EQ EQ5' - 8"EQALIGNALIGNALIGNALIGN4 7/8"EQ EQ 4 7/8"EQ3' - 6"3' - 6"EQ2' - 6"4 7/8"2' - 6 1/4"4 7/8"ALIGN4 7/8"EQ EQEQ EQ2' - 2"1' - 6"1' - 11"P15 P15 SIDES P15 P15 SIDES P15P15SIDESP15P15SIDESP15P15SIDESP15P15SIDESP15P15SIDES P15 SIDES P15 SIDES P15SIDESP15SIDESP15P15SIDESP15P15SIDESP15P15 SIDES P15P15SIDESP15P15SIDESP15P15P15P15P15SIDESP15P15 SIDES P15 P15SIDESP15SIDESP15SIDES13 EQUAL PANELS @ 5' - 0" 2 9' -4" ALIGN 9' -6" ALIGN F7 A561 ________________________________________________ SIM 9' -6" ALIGN 9' -6" F7 A561 ________________________________________________ SIM F7 A561 ________________________________________________ SIM P18 P18 APC2 7' -11"4 6"6"P2P2 SIDESP2 P2 SIDES P2P2 SIDES P2P2 SIDES P15 P15SIDESP2 SIDESP2 P18 P2P2P2 SIDESP2SIDES P2P2SIDES6" JOINTS TO ALIGN WITH VERTICAL JOINTS AT SOUTH ELEVATION 2' - 0" ALIGN JOINTS WITH VERTICAL JOINTS ABOVE IN EAST ELEVATION 13 EQUAL PANELS @ 5' - 0" ALIGN JOINTS WITH VERTICAL JOINTS ABOVE IN WEST ELEVATION 2' - 0" 5' - 7 1/2" ± VIF METAL COMPOSITE MATERIAL WALL PANELS (MCP-1) METAL COMPOSITE MATERIAL WALL PANELS (MCP-1) METAL COMPOSITE MATERIAL WALL PANELS (MCP-1) SLOPED WALL ABOVE GYP. BD. 5' -9" GYPSUM BOARD AT STRUCTURAL FRAMING FINISHED FACE OF GYPSUM BOARD TO ALIGN WITH BOTTOM OF STEEL BEAM STEEL PLATE AND BEAM ABOVE WITH INTUMESCENT FIREPROOFING AND PAINTED FINISH GYP. BD. 12' -4" FINISHED FACE OF GYPSUM BOARD TO ALIGN WITH BOTTOM OF STEEL PLATE ± (VIF) 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.2/5/2021 5:19:54 PMA251 FIFTH FLOOR REFLECTED CEILING PLAN - SECTOR 1 02/05/2021 2018089 CRB, KAS, HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS KEY PLAN LIGHT FIXTURES 0'1'2'4'8' OTHER KEYED REFLECTED CEILING PLAN NOTES # 1/4" = 1'-0"A1 FIFTH FLOOR REFLECTED CEILING PLAN - SECTOR 1 1 CENTER ACOUSTIC CEILING PANELS WITHIN FIELD UNLESS OTHERWISE NOTED. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 2 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. 3 MOUNT ALL FIXTURES AND DEVICES IN THE CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 4 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. 5 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 WALL OR CEILING IN WHICH THEY OCCUR. PROVIDE COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 6 PROVIDE COORDINATION DRAWINGS OF ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND AUDIO/VIDEO SYSTEMS FOR REVIEW. 7 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P18 UNLESS OTHERWISE NOTED. 8 PAINT CEILING ACCESS PANELS AND MECHANICAL GRILLES / DIFFUSERS WHERE THEY OCCUR IN GYPSUM BOARD CEILINGS TO MATCH ADJACENT CEILING FINISH. 1 COORDINATE WITH OWNER FOR SPECIALTY BLACKLIGHT PAINT FINISHES TO BE INSTALLED IN THIS ROOM BY SEPARATE VENDOR. 2 NO CEILING. 3 X-RAY STATIONARY RAIL CROSS-MEMBERS. REFER TO STRUCTURAL FOR FURTHER INFORMATION. 4 CEILING HEIGHT NOTED FROM ELEVATION ABOVE ROOF LEVEL REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 SD OS M M M F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD OS OS OS OS SECTOR 1 SECTOR 2 LINEAR PENDANT LIGHT FIXTURE LINEAR SURFACE MOUNTED 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 FIXTURESURFACE MOUNTED LIGHT FIXTURES PROJECTION SCREEN - MOTORIZED SURFACE MOUNTED TRACK LIGHT FIXTURE SPRINKLER HEAD EXIT SIGN SMOKE DETECTOR OCCUPANCY SENSOR RECESSED COVE LIGHT FIXTURE LAY-IN/ RECESSED TROFFER LIGHT FIXTURES LAY-IN/ RECESSED PARABOLIC LIGHT FIXTURES WALL WASHER LIGHT FIXTURE SPEAKER WOOD PANEL CEILING 2' X 4' ACOUSTICAL PANEL CEILING SYSTEM LINEAR METAL CEILING LINEAR RECESSED LIGHT FIXTURE (W) - WALL WASH GYPSUM BOARD CEILINGS AND SOFFITS 2' X 2' ACOUSTICAL PANEL CEILING SYSTEM ACCESS PANEL W 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 LINEAR GRID MOUNTED LIGHT FIXTURES GEOMETRIC ACOUSTICAL PANEL CEILING SYSTEM 2' X 4' CLEANROOM ACOUSTICAL PANEL CEILING SYSTEM WOOD SIDINGACCESSIBLE WOOD CEILING OPEN 511 CENTRAL SOILED WORK 517B NURSE WORK AREA 517A PROVIDER OFFICE 506 SPECIALTY EXAM/ TREATMENT 507 EXAM/CONSULT 508 EXAM/CONSULT 509 EXAM/CONSULT 510 PATIENT VITALS ALCOVE 504 CIRCULATION 500EA ELEV A 500EB ELEV B 517 STAFF CIRCULATION 517C CIRCULATION 517D CIRCULATION 500 ELEVATOR CONTROL ROOM ST1-5 STAIR 1 501A PUBLIC TOILET 501B PUBLIC TOILET 501 GUEST WAITING/ CIRCULATION 505A STAFF TOILET 503 PATIENT TOILET ST3-5 STAIR 3 505 STAFF BREAK AREA 504A STAIR VESTIBULE 9' -4" 11' -9" APC2 9' -6" APC1 9' -6" LAP1 10' -6" 9' -3" APC1 9' -6" APC1 9' -6" APC2 9' -0" APC2 9' -6" APC2 9' -6" APC2 9' -6" APC2 9' -6" LAP1 10' -6" APC1 9' -6" 8' -0" 8' -0" APC1 9' -6" APC2 9' -0" APC2 9' -6" APC2 9' -6" APC2 9' -6"SECTOR 1SECTOR 2SECTOR 2SECTOR 1F7 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ F1 A561 SIM ________________________________________________ D9 A561 ________________________________________________ 8' -0" F7 A561 ________________________________________________ F1 A561 SIM ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________8' -0" 8' -0" F7 A561 ________________________________________________ F7 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________ D9 A561 ________________________________________________ 9' -4" F1 A561 SIM ________________________________________________ F1 A561 SIM ________________________________________________F1 A561 SIM ________________________________________________ 7' -2" F7 A561 ________________________________________________ D9 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ D9 A561 ________________________________________________ D9 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ F7 A561 ________________________________________________ 7' -2" 7' -2"7' -2" F7 A561 ________________________________________________ F7 A561 ________________________________________________F7 A561 ________________________________________________ 9' -4" F1 A561 SIM ________________________________________________ F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ 7' -2" APC2 9' -6" D9 A561 ________________________________________________ 7' -2" F7 A561 ________________________________________________ D11 A561 ________________________________________________ 9' -4"ALIGNALIGN4 7/8"ALIGN ALIGN 2' - 5"1' - 0"1 1 ' - 0 " EQ EQEQ EQ1' - 0"ALIGNALIGNEQ EQ EQEQALIGNALIGN 3' - 11 1/2"10 1/4"ALIGNALIGN ALIGNALIGNALIGNALIGN2' - 6"EQEQEQEQEQEQEQEQ EQEQALIGNALIGNALIGN2' - 6"7' - 7 3/4"EQ EQ EQ EQ EQ EQ ALIGNEQ1' - 6" 2' - 2"1' - 6"2' - 6"3' - 5"1' - 8"2' - 9"1' - 3"3' - 4"2' - 2"1' - 8"1' - 6"3' - 9"1' - 11"1' - 3"5' - 0"7"2' - 7"4' - 11"3' - 1"2' - 7"5 1/2"P15 P15 SIDES P15P15SIDESP15P15SIDESP15P15SIDESP15 P15 SIDESP15P15P15P15SIDESP15SIDESP15SIDESP15 P15 SIDES P15P15SIDESP15 P15 SIDES P15 SIDES P15P15 P15 P15 P15 P15 SIDES P15 SIDES P14 P14 SIDES 6"4' - 6"7 1/2"9 EQUAL PANELS @ 5' - 0"EQEQ9 EQUAL PANELS @ 5' - 0"7 1/2"4' - 6"6"ALIGN ALIGN ALIGN ALIGN 12 EQUAL PANELS @ 5' - 0" 4' - 6"6" 12 EQUAL PANELS @ 5' - 0"4' - 6"6" P15 SIDES --- - A461 F7 EQ EQ EQEQ9' -6" ALIGN ALIGN F7 A561 ________________________________________________ SIM P18 9' -4" GYP. BD. 9' -6" P18 CJ 1' - 0" P18 P18 P18 ALIGN JOINTS WITH VERTICAL JOINTS ABOVE IN EAST ELEVATION 3' - 10" ± VIF 3' - 10" ± VIF ALIGN JOINTS WITH VERTICAL JOINTS ABOVE IN WEST ELEVATION ALIGN JOINTS WITH VERTICAL JOINTS ABOVE IN NORTH ELEVATION METAL COMPOSITE MATERIAL WALL PANELS (MCP-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.2/5/2021 4:48:15 PMA252 FIFTH FLOOR REFLECTED CEILING PLAN - SECTOR 2 02/05/2021 2018089 KAS, HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL REFLECTED CEILING PLAN NOTES CEILING MATERIALS KEY PLAN LIGHT FIXTURES 0'1'2'4'8' OTHER KEYED REFLECTED CEILING PLAN NOTES # 1/4" = 1'-0"A1 FIFTH FLOOR REFLECTED CEILING PLAN - SECTOR 2 1 CENTER ACOUSTIC CEILING PANELS WITHIN FIELD UNLESS OTHERWISE NOTED. PARTIAL PANELS AT ROOM PERIMETER SHALL NOT BE LESS THAN 6". 2 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. 3 MOUNT ALL FIXTURES AND DEVICES IN THE CENTER OF ACOUSTIC CEILING PANEL UNLESS OTHERWISE NOTED. 4 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. 5 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 WALL OR CEILING IN WHICH THEY OCCUR. PROVIDE COORDINATED SHOP DRAWING OF ALL REQUIRED ACCESS PANELS FOR REVIEW. 6 PROVIDE COORDINATION DRAWINGS OF ALL EXPOSED MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND AUDIO/VIDEO SYSTEMS FOR REVIEW. 7 ALL GYPSUM BOARD CEILINGS TO BE PAINTED P18 UNLESS OTHERWISE NOTED. 8 PAINT CEILING ACCESS PANELS AND MECHANICAL GRILLES / DIFFUSERS WHERE THEY OCCUR IN GYPSUM BOARD CEILINGS TO MATCH ADJACENT CEILING FINISH. 1 COORDINATE WITH OWNER FOR SPECIALTY BLACKLIGHT PAINT FINISHES TO BE INSTALLED IN THIS ROOM BY SEPARATE VENDOR. 2 NO CEILING. 3 X-RAY STATIONARY RAIL CROSS-MEMBERS. REFER TO STRUCTURAL FOR FURTHER INFORMATION. 4 CEILING HEIGHT NOTED FROM ELEVATION ABOVE ROOF LEVEL REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 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.2/5/2021 4:48:19 PMA300 EXTERIOR FINISH SCHEDULE AND GENERAL PRODUCT INFO 02/05/2021 2018089 CRB Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGEXTERIOR FINISH SCHEDULE CSI SPECIFICATION SECTION CODE BASIS OF DESIGN DESCRIPTION COLOR/STYLE TYPICAL LOCATIONS 042200 - UNIT MASONRY 042200 - UNIT MASONRY SHOULDICE DESIGNER STONE, SMITH STONE DECORATIVE CONCRETE MASONRY UNIT OXENDEN, 2 1/2" HIGH x 3 1/2" DEEP x 12", 16" & 24" LENGTHS BELT COURSE ACCENT CMU 042200 - UNIT MASONRY SPEC MIX, PRE-BLENDED COLORED MORTAR MORTAR, TYPICAL TO BE SELECTED: SM750 SILVERWOOD OR SM730 BRIARWOOD TYPICAL 042200 - UNIT MASONRY BRK-1 ENDICOTT BRICK, MANGANESE IRONSPOT VENEER BRICK SMOOTH, MODULAR FIELD & ROWLOCK COURSE, TYPICAL, UON 042200 - UNIT MASONRY BRK-2 THE BELDEN BRICK COMPANY, GLAZED BRICK VENEER BRICK - ACCENT MIDNIGHT BLACK, MODULAR BELT COURSE ACCENT BRICK 047200 - CAST STONE MASONRY 047200 - CAST STONE MASONRY PS-1 STEPS PLUS CAST STONE WINDOW SILLS COLOR TO MATCH ARCHITECT'S SAMPLE STOREFRONT WINDOW - PUNCHED OPENINGS 047200 - CAST STONE MASONRY PS-2, PWP-1 STEPS PLUS CAST STONE SILLS AND WALL PANELS @ STOREFRONT MIST GREY STOREFRONT 1ST FLOOR STOREFRONT ENTRANCES 055813 – COLUMN COVERS 055813 – COLUMN COVERS PAC-CLAD, FLUSH JOINT COLUMN COVER - PAC-1000F PRE-FINISHED METAL COLUMN COVERS .040" ALUMINUM; ANODIC CLEAR EXTERIOR COLUMNS 074213.23 – METAL COMPOSITE MATERIAL WALL PANELS 074213.23 – METAL COMPOSITE MATERIAL WALL PANELS MCP-1 3A COMPOSITES, ALUCOBOND PLUS PREFINISHED METAL PANELS WEST PEWTER MICA II METAL PANELS AT SOUTH ELEVATION AND HIGH ROOF PARAPET & SOFFIT 074213.23 – METAL COMPOSITE MATERIAL WALL PANELS MCP-2 3A COMPOSITES, ALUCOBOND PLUS PREFINISHED METAL PANELS ANODIC CLEAR MICA METAL PANELS AT CURTAIN WALL - WEST, NORTH & SOUTH ELVATIONS, SOFFIT PANELS AT 3RD FLOOR BUILDING OVERHANGS 074213.23 – METAL COMPOSITE MATERIAL WALL PANELS RF-1 3A COMPOSITES, ALUCOBOND AXCENT PREFINSHED ALUMINUM FASCIA WEST PEWTER MICA II HIGH ROOF (RF-1), TYPICAL 074623 – WOOD RAINSCREEN SIDING 074623 – WOOD RAINSCREEN SIDING WD1 RESAWN TIMBER, ABODO PREFINSHED TONGUE & GROOVE WOOD SIDING & EXTERIOR SOFFITS MANUKA; 3/4" X 5 3/4" TONGUE & GROOVE 1ST FLOOR SIDING AND SOFFIT, VESTIBULE CEILINGS 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING RB1 A1 GRIT COMPANY, STONE BALLAST STONE BALLAST WHITE ROOF SYSTEM RS-2, LOW ROOFS WHERE INDICATED 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING RB2 A1 GRIT COMPANY, STONE BALLAST STONE BALLAST NOIYOS ROOF SYSTEM RS-2, LOW ROOFS WHERE INDICATED 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING RS-1, RS-2 GAF EVERGUARD EXTREME TPO ROOF MEMBRANE, TYPICAL GREY, FINAL COLOR TO BE SELECTED BY ARCHITECT ROOF, TYPICAL 077200 – ROOF ACCESSSORIES 077200 – ROOF ACCESSSORIES THE BILCO COMPANY, TYPE GS ROOF HATCH ROOF ACCESS HATCH GS-50TB LOW ROOFS 077200 – ROOF ACCESSSORIES PREFINISHED ALUMINUM DOWNSPOUT 4" DIAMETER; .040 ALUMINUM; KYNAR 500 FINSH, CUSTOM COLOR TO MATCH MCP-1 STAIR 2 ROOF 077200 – ROOF ACCESSSORIES PREFINISHED ALUMINUM BOX GUTTER WITH SLOPED BOTTOM PITCH FOR POSITIVE DRAINAGE 7-INCH; .040 ALUMINUM; KYNAR 500 FINSH, CUSTOM COLOR TO MATCH MCP-1 STAIR 2 ROOF 077200 – ROOF ACCESSSORIES A DECORATIVE ROOF ACCENT SMALL SANDSTONE ROCK LOW ROOF, TYPICAL 077200 – ROOF ACCESSSORIES B DECORATIVE ROOF ACCENT DRIFTWOOD LOW ROOF, TYPICAL 077200 – ROOF ACCESSSORIES C DRIFTWOOD ROOF ACCENT LARGE SHALE ROCK LOW ROOF, TYPICAL 077200 – ROOF ACCESSSORIES RF-2 OMG EDGE SYSTEMS PREFINSHED ALUMINUM FASCIA CHARCOAL GRAY A-16 FASCIA AT TOP OF BRICK, TYPICAL 084113 – ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 084113 – ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS SF#EFCO CORPORATION, XTHERM SYSTEM, SERIES 403X - SCREW SPLINE 2" X 4 1/2" THERMAL STOREFRONT FRAMING SYSTEM CLEAR ANODIZED FINISH 1ST FLOOR STOREFRONT ENTRANCE SYSTEMS; STOREFONT WINDOWS 084413 – GLAZED ALUMINUM CURTAIN WALLS 084413 – GLAZED ALUMINUM CURTAIN WALLS CW#EFCO CORPORATION, XTHERM SYSTEM 5600T WITH DURACUST PRESSURE PLATE 2 1/2" X 7 1/2" CURTAIN WALL FRAMING SYSTEM CLEAR ANODIZED FINISH 3RD, 4TH & 5TH FLOOR CURTAIN WALL 088000 – GLAZING 088000 – GLAZING GUARDIAN GLASS, SN68 ON CLEAR 1" INSULATING TEMPERED & LAMINATED GLAZING COLORS AND TYPES AS INDICATED TYPICAL EXTERIOR GLAZING 099113 - EXTERIOR PAINTING 099113 - EXTERIOR PAINTING BENJAMIN MOORE MATCH SW 7674 PEPPERCORN EXTERIOR HOLLOW METAL DOORS AND FRAMES, EXPOSED STEEL LINTELS IN BRICK 101419 - DIMENSIONAL LETTER SIGNAGE 101419 - DIMENSIONAL LETTER SIGNAGE IDS-1 TAKEFORM ILLUMINATED DIMENSIONAL LETTER SIGNAGE CUSTOM TO MATCH OWNER'S BRANDING COLORS WHERE INDICATED 101423 - PANEL SIGNAGE 101423 - PANEL SIGNAGE PS-1 TAKEFORM PANEL SIGNAGE CUSTOM TO MATCH OWNER'S BRANDING COLORS WHERE INDICATED 107100 - SUNSHADES 107100 - SUNSHADES ARCHITECTURAL GRILLES AND SUNSHADES, INC. (AGS)CUSTOM VERTICAL SUNSHADES MANUFACTURER'S KYNAR 500-2-COAT SYSTEM; COLOR TO BE SELECTED EXTERIOR VERTICAL SUNSHADES, TYPICAL GENERAL PRODUCT SCHEDULE FOR BASIS-OF-DESIGN INFORMATION CSI SPECIFICATION SECTION CODE BASIS OF DESIGN DESCRIPTION COLOR/STYLE TYPICAL LOCATIONS 078100 - APPLIED FIREPROOFING 078100 - APPLIED FIREPROOFING ISOLETEK INTERNATIONAL, CAFCO® BLAZE-SHIELD ll SPRAY-APPLIED FIREPROOFING - INTERIOR REFER TO DRAWINGS 078100 - APPLIED FIREPROOFING ISOLETEK INTERNATIONAL, CAFCO® FENDOLITE M-ll SPRAY-APPLIED FIREPROOFING - EXTERIOR REFER TO DRAWINGS 078100 - APPLIED FIREPROOFING ISOLETEK INTERNATIONAL, CAFCO® SPRAYFILM® WB 5 INTUMESCENT FIREPROOFING - INTERIOR REFER TO DRAWINGS 078100 - APPLIED FIREPROOFING ISOLETEK INTERNATIONAL, CAFCO® SPRAYFILM® WB 4 INTUMESCENT FIREPROOFING - EXTERIOR (NOT USED, BUT INCLUDED IF NEEDED)REFER TO DRAWINGS 078100 - APPLIED FIREPROOFING TBD (CONFIRMING LEED REQUIREMENTS FOR COMPATIBLE PRIMERS)PRIMER FOR INTUMESCENT FIREPROOFING REFER TO DRAWINGS REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 SD FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" E7 A401 ________________________________________________ PENTHOUSE 183' -4" B/O LOW ROOF DECK 124' -6"14'-0"14'-6"15'-6"14'-0"17'-10"7'-6"76' - 4" ± BUILDING HEIGHTT/O LOW ROOF PARAPET 125' -11" METAL COMPOSITE MATERIAL WALL PANELS (MCP-1) CURTAIN WALL SYSTEM BRICK (BRK-1) SLOPED ROOF -HIGH POINT 175' -9 21/32" SLOPE OF ROOF BEYOND T/O CURTAIN WALL 176' -4" PARAPET -LOW POINT 179' -4" CW5CW3 CW4 6"1' - 0" WALL HYDRANT, REFER TO PLUMBING DRAWINGS CARD READER, REFER TO ELECTRICAL DRAWINGS RECESSED AUTOMATIC DOOR OPERATOR PUSH PLATE, REFER TO ELECTRICAL DRAWINGS LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS 6' - 0"6' - 0" TOTAL WALL AREA: 9876 SF TOTAL WINDOW AREA: 2029 SF WINDOW TO WALL AREA: 20% W32 W33 W36 W27 W32W25 3' - 9 3/8"2' - 10 3/4" ±5 3/8"2' - 2 3/4" ±2' - 5 3/8"2' - 10 3/4" ±JOINTS TO ALIGN WITH HORIZONTAL JOINTS IN SOUTH ELEVATION PREFINISHED FASCIA (RF-2) ALUMINUM-FRAMED STOREFRONT WINDOW PRECAST SILL (PS-1).BELT COURSE ALIGN ALIGN ALIGN ALIGN PREFINISHED FASCIA (RF-1) 7 EQUAL PANELS @ 5' - 0"13 EQUAL PANELS @ 5' - 0" STAIR 3 LANDING 146' -3" ALIGN 1' - 2" CONTROL JOINT ALIGN ALIGNTOOTH MASONRY E 13 EQUAL PANELS @ 5' - 0" 3' - 10" ± VIF 12 EQUAL PANELS @ 5' - 0"5' - 0" ALIGN FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" PENTHOUSE 183' -4" B/O LOW ROOF DECK 124' -6" T/O LOW ROOF PARAPET 125' -11" METAL COMPOSITE MATERIAL WALL PANELS (MCP-1) CURTAIN WALL SYSTEM SLOPED ROOF -HIGH POINT 175' -9 21/32" ILLUMINATED SIGNAGE A5 A452 ________________________________________________ T/O CURTAIN WALL 176' -4" SEE A303 FOR NON-OBLIQUE ELEVATION SEE A303 FOR NON-OBLIQUE ELEVATION CW2 TOTAL WALL AREA: 7825.5 SF TOTAL WINDOW AREA: 1577.5 SF WINDOW TO WALL AREA: 20% A652 F1 METAL COMPOSITE MATERIAL WALL PANELS (MCP-2) JOINTS TO ALIGN WITH HORIZONTAL JOINTS IN EAST AND SOUTH ELEVATIONS METAL COMPOSITE MATERIAL WALL PANELS (MCP-1) CURTAIN WALL SYSTEM PREFINISHED FASCIA (RF-2) METAL COMPOSITE MATERIAL WALL PANELS (MCP-2) 4' - 2"18 EQUAL PANELS @ 5' - 0" JOINTS TO ALIGN WITH HORIZONTAL JOINTS IN EAST AND WEST AND SOUTH ELEVATIONS METAL COMPOSITE MATERIAL WALL PANELS (MCP-1), BEYOND ALIGN ALIGN ALIGN PREFINISHED FASCIA (RF-1) 5' - 0"7 1/2"9 EQUAL PANELS @ 5' - 0"EQ EQ 9 EQUAL PANELS @ 5' - 0"7 1/2"5' - 0" JOINTS TO ALIGN WITH HORIZONTAL JOINTS ABOVE SEE A303 FOR MOCKUP AREA #2 SEE A455 FOR MOCKUP AREA #3 A301 E1 A301A3 A301A1 A301A1 FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" T/O CURTAIN WALL 176' -4" JOINTS TO ALIGN WITH HORIZONTAL JOINTS IN EAST AND SOUTH ELEVATIONS METAL COMPOSITE MATERIAL WALL PANELS (MCP-1) 6" 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.2/10/2021 2:36:14 PMA301 EXTERIOR ELEVATIONS 02/05/2021 2018089 CRB, KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/8" = 1'-0"E1 WEST ELEVATION 1/8" = 1'-0"A3 NORTH ELEVATION KEY PLAN0'2'4'8'16' REVISION SCHEDULE NAME DATE 1/8" = 1'-0"A1 NORTH ELEVATION - METAL PANELS (PRINT IN COLOR) Received by DiMarco 2/15/2021 SD FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" ROOF 174' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" PENTHOUSE 183' -4" A5 A401 ________________________________________________ B/O LOW ROOF DECK 124' -6" T/O LOW ROOF PARAPET 125' -11" METAL COMPOSITE MATERIAL WALL PANELS (MCP-1) BELT COURSE ILLUMINATED SIGNAGE DOWNSPOUT NOZZLE, REFER TO PLUMBING DRAWINGS LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS A1 A454 ________________________________________________ T/O CURTAIN WALL 176' -4" PARAPET -LOW POINT 179' -4" A7 A453 ________________________________________________A1 A453 ________________________________________________ CW6 WALL HYDRANT, REFER TO PLUMBING DRAWINGS RECESSED AUTOMATIC DOOR OPERATOR PUSH PLATE, REFER TO ELECTRICAL DRAWINGS A652 D1 EQ 20 EQUAL PANELS @ 5' - 0" (ALIGN VERTICAL JOINTS WITH SOFFIT JOINTS BELOW) TOTAL WALL AREA: 7,743 SF TOTAL WINDOW AREA: 683.50 SF WINDOW TO WALL AREA: 9%.BRICK (BRK-1)8' - 0" TYPICALPREFINISHED FASCIA (RF-1) ALIGN CARD READER, REFER TO ELECTRICAL DRAWINGS 20' - 0"20' - 0" CONTROL JOINT CONTROL JOINT ALIGN ALIGN 6" 6" E EQ EQ 16' - 0"16' - 0" EQ EQ 17' - 0"17' - 0" EQ EQ FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" ROOF 174' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" PENTHOUSE 183' -4" B/O LOW ROOF DECK 124' -6" T/O LOW ROOF PARAPET 125' -11" METAL COMPOSITE MATERIAL WALL PANELS (MCP-1) CURTAIN WALL SYSTEM BRICK (BRK-1) SLOPED ROOF -HIGH POINT 175' -9 21/32" ILLUMINATED SIGNAGE METAL COMPOSITE MATERIAL WALL PANELS (MCP-2) PARAPET -LOW POINT 179' -4" CW1 WALL HYDRANT, REFER TO PLUMBING DRAWINGS3' - 1 3/8" ±W24 3' - 9 3/8" ±W28 W26 2' - 10 3/4" ±W25 3' - 1 1/2" ±W22 2' - 10 3/4" ±W24 2' - 10 3/4" ±W21 2' - 10 3/4" ±W25 3' - 1 3/8" ±W24 4' - 2 3/4" ±W41 4' - 8" ±TOTAL WALL AREA: 10,809 SF TOTAL WINDOW AREA: 1,739 SF WINDOW TO WALL AREA: 16% W44 W45 W24 W27W25 3' - 4 1/8" ±2' - 8" ±4' - 5 3/8"25 EQUAL PANELS @ 5' - 0"76' - 4" ± BUILDING HEIGHTJOINTS TO ALIGN WITH HORIZONTAL JOINTS IN SOUTH AND NORTH ELEVATIONS METAL COMPOSITE MATERIAL WALL PANELS (MCP-1) PRECAST SILL (PS-1).ALUMINUM-FRAMED STOREFRONT WINDOW BELT COURSE PREFINISHED FASCIA (RF-1)A652 H1 1' - 2" ALIGN 20' - 0"20' - 0"18' - 0" ALIGN ALIGN CONTROL JOINT CONTROL JOINTCONTROL JOINT ALIGN TOOTH MASONRY TOOTH MASONRY TOOTH MASONRY E DOWNSPOUT NOZZLE, REFER TO PLUMBING DRAWINGS 13 EQUAL PANELS @ 5' - 0" 3 ' - 10" ± VIF 12 EQUAL PANELS @ 5' - 0"5' - 0" ALIGN SLOPE OF ROOF, BEYOND MOCKUP AREA #1A MOCKUP AREA #1A - COMPOSITE METAL PANEL TRANSITION TO METAL FASCIA AT TOP OF BRICK, INCLUDING OVERHANG, SHOWING VERTICAL AND HORIZONTAL JOINTS AND VENTS AND WEEPS; - METAL FASCIA AT TOP OF BRICK TRANSITION TO FASCIA AT TOP OF ROOF PARAPET - COMPOSITE METAL PANEL TRANSITION TO ROOFING - BELT COURSING AND TRANSITIONS TO STOREFRONT HEAD AND PRECAST SILL - PRECAST SILL TRANSITION TO STOREFRONT - BRICK TOOTHING AT ANGLE CHANGE IN BRICK WALL - BRICK CONTROL JOINT THROUGH BRICK - BRICK CONTROL JOINT THROUGH BRICK/STONE BELT COURSE - BRICK CONTROL JOINT AT STOREFRONT INTENT OF MOCKUP IS TO CONDUCT INTERMITTENT VISUAL ENVELOPE COMMISSIONING INSPECTIONS AS WELL AS TO CONDUCT AIR LEAKAGE AND WATER PENETRATION TESTING AT THE STOREFRONT ASSEMBLY. - CONSTRUCT CFMF, SHEATHING, AIR/VAPOR BARRIER SYSTEM AND STOREFRONT, INCLUDING GLAZING - CONDUCT AIR LEAKAGE AND WATER PENETRATION TEST AT STOREFRONT - CONTINUE WITH REMAINDER OF MOCKUP AFTER AAMA AIR LEAKING TESTING IS COMPLETE AND ALL NOTED DEFICIENCIES HAVE BEEN ADDRESSED/CORRECTED. MOCKUP AREA #1B MOCKUP AREA #1B - RECOMMENDED LOCATION - CW WITH CAPTURED AND STRUCTURALLY GLAZED MULLION CONDITIONS; - CW TRANSITION TO COMPOSITE METAL PANEL (CMP); INTENT OF MOCKUP IS TO CONDUCT INTERMITTENT VISUAL ENVELOPE COMMISSIONING INSPECTIONS AS WELL AS TO CONDUCT AIR LEAKAGE AND WATER PENETRATION TESTING AT THE CURTAIN WALL ASSEMBLY. - CONSTRUCT CFMF, SHEATHING, AIR/VAPOR BARRIER SYSTEM AND CURTAIN WALL INCLUDING GLAZING - CONDUCT AIR LEAKAGE AND WATER PENETRATION TEST AT CURTAIN WALL - CONTINUE WITH REMAINDER OF MOCKUP AFTER AAMA AIR LEAKING TESTING IS COMPLETE AND ALL NOTED DEFICIENCIES HAVE BEEN ADDRESSED/CORRECTED. A302 A1 A302 E1 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.2/10/2021 2:36:37 PMA302 EXTERIOR ELEVATIONS 02/05/2021 2018089 CRB, KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/8" = 1'-0"E1 SOUTH ELEVATION 1/8" = 1'-0"A1 EAST ELEVATION KEY PLAN0'2'4'8'16' REVISION SCHEDULE NAME DATE (PRINT IN COLOR) Received by DiMarco 2/15/2021 SD FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" B/O LOW ROOF DECK 124' -6" T/O LOW ROOF PARAPET 125' -11" W21 W28 W24 W24 W28 W25 W32W24 3' - 4" ±2' - 8 1/8" ±3' - 1 3/8" ±4' - 2 3/4" ±2' - 5 1/2" ±2' - 10 3/4" ±1' - 6 3/4" ±1' - 9 1/2" ±W45A W43 BELT COURSE .W44A PRECAST SILL (PS-1) ALUMINUM-FRAMED STOREFRONT WINDOW 14' - 0"14' - 8" CONTROL JOINTCONTROL JOINT ALIGN ALIGN FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" B/O LOW ROOF DECK 124' -6" T/O LOW ROOF PARAPET 125' -11" ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS SF1 SF3 WALL HYDRANT, REFER TO PLUMBING DRAWINGS DOWNSPOUT NOZZLE, REFER TO PLUMBING DRAWINGS FIRE DEPARTMENT CONNECTION, REFER TO FIRE PROTECTION DRAWINGS W24 W24 W24 W38 W22 W39 W28 W24 W21 W31 2' - 2 3/4" ±2' - 10 3/4" ±2' - 2 3/4" ±2' - 10 3/4" ±2' - 10 3/4" ±1' - 9 3/8" ±2' - 5 3/8" ±1' - 9 3/8" ±1' - 9 3/8" ±2' - 5 3/8" ±W42 2' - 5 3/8" ±A652 A1 .BELT COARSE COLUMN COVER ON CONCRETE BASE 10 EQUAL PANELS @ 4' - 0"4 EQUAL PANELS @ 4' - 0"2' - 10" ± PRECAST SILL (PS-2) PRECAST WALL PANELS (PWP-1) PRECAST SILL (PS-1) ALUMINUM-FRAMED STOREFRONT WINDOW BRICK (BRK-1) ROWLOCK BRICK COURSE (BRK-1) PREFINISHED FASCIA (RF-2)60° 44' - 4" 20' - 0"20' - 0"20' - 0"20' - 0"12' - 4"PROVIDE 3/4 BRICK STRETCHERS THIS AREA CONTROL JOINTCONTROL JOINT ALIGNALIGN E H1 A501 ________________________________________________ MOCKUP AREA #2 MOCKUP AREA #2 - RUNNING BOND BRICK TRANSITION TO ANGLED ROWLOCK BRICK COURSE - ANGLED ROWLOCK BRICK COURSE TRANSITION TO PRECAST PANEL KNEE WALL AND PRECAST SILL - PRECAST SILL TRANSITION TO STOREFRONT - STOREFRONT TRANSITION TO ANGLE ROWLOCK BRICK COURSE AT TOP OF STOREFRONT - ROWLOCK BRICK COURSE TRANSITION TO RUNNING BOND BRICK - RUNNING BOND BRICK TRANSITION TO BELT COURSE @ TOP AND BOTTOM BRICK THROUGH-WALL FLASHING VENTS AND WEEPS ABOVE BELT COURSE - BRICK CONTROL JOINT THROUGH BELT COURSE - BRICK CONTROL JOINT THROUGH ROWLOCK COURSE - CHANNEL LETTER SIGNAGE INSTALLATION AT BELT COURSE - ELECTRICAL JUNCTION BOX FOR ELECTRICAL RECEPTACLE TO SHOW INSTALLATION AND SEALED CONDITIONS INTENT OF MOCKUP IS TO CONDUCT INTERMITTENT VISUAL ENVELOPE COMMISSIONING INSPECTIONS. A303 C5 A303 A1 A303 A5 A303 G6 A303G4 A303 E9MIR A303 E9 A303E11A303E6 ROOF 174' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" T/O CURTAIN WALL 176' -4" CW4 METAL COMPOSITE MATERIAL WALL PANELS (MCP-2) 3 EQUAL PANELS @ 5' - 0" ALIGN ALIGN ALIGN ALIGN ALIGN STAIR 3 LANDING 146' -3" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" T/O LOW ROOF PARAPET 125' -11" T/O CURTAIN WALL 176' -4" METAL COMPOSITE MATERIAL WALL PANELS (MCP-2) STAIR 3 LANDING 146' -3" FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" THIRD FLOOR 128' -6" B/O LOW ROOF DECK 124' -6" T/O LOW ROOF PARAPET 125' -11" ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS BRICK (BRK-1) SF4SF2 W40 W29 W22 W21W33W253' - 2 7/8" ±1' - 4 1/8" ±2 5/8"3' - 1 3/8" ±1' - 9 3/8" ±3' - 6 3/4" ±W21 W25 2' - 8 1/8" ±A652 A4 PREFINISHED FASCIA (RF-2).BELT COURSE COLUMN COVER ON CONCRETE BASE PRECAST SILL (PS-2) PRECAST WALL PANELS (PWP-1) ALUMINUM-FRAMED STOREFRONT WINDOW PRECAST SILL (PS-1) CONTROL JOINTALIGN ALIGN CONTROL JOINT TOOTH MASONRY E ROOF 174' -0" PENTHOUSE 183' -4" PREFINISHED FASCIA (RF-1) GUTTER DOWNSPOUT METAL COMPOSITE MATERIAL WALL PANELS (MCP-1) LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS ALIGN ALIGN 4 EQUAL PANELS @ 5' - 0" ROOF 174' -0" PENTHOUSE 183' -4" PREFINISHED FASCIA (RF-1) GUTTER DOWNSPOUT METAL COMPOSITE MATERIAL WALL PANELS (MCP-1) 6"5' - 0"6"ALIGN 6" 5' - 0"5' - 0"EQ EQ 5' - 0"5' - 0" 6" 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.2/5/2021 8:28:08 PMA303 EXTERIOR ELEVATIONS 02/05/2021 2018089 CRB, KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/8" = 1'-0"A1 PARTIAL EAST ELEVATION 1/8" = 1'-0"A5 PARTIAL NORTH ELEVATION - QUICK CARE ENTRANCE 1/8" = 1'-0"G6 PARTIAL WEST ELEVATION - STAIR 1 1/8" = 1'-0"G4 PARTIAL NORTH ELEVATION - STAIR 1 1/8" = 1'-0"C5 PARTIAL WEST ELEVATION - MAIN ENTRANCE 1/8" = 1'-0"E11 EXTERIOR ELEVATION - STAIR 2 - NORTH 1/8" = 1'-0"E9 EXTERIOR ELEVATION - STAIR 2 - EAST (MIR @ WEST) KEY PLAN0'2'4'8'16' REVISION SCHEDULE NAME DATE 1/8" = 1'-0"E6 EXTERIOR ELEVATION - STAIR 2 - SOUTH PREFINISHED FASCIA (RF-1) METAL COMPOSITE MATERIAL WALL PANELS (MCP-1) (PRINT IN COLOR) Received by DiMarco 2/15/2021 NC FEC SD FP FA E D TPP HO OS TVSH NC TC EM EMA CO NO O O V VS W RESIN PANEL MINERAL PROFILE PANEL SOUND ABSORBING WALL UNIT OR FINISH 1. 4" BASE TYPICAL, UON, REFER TO FINISH PLANS FOR TYPE 2. OUTLETS, SWITCHES, THERMOSTATS, ALARMS, ETC. SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR FULL SCOPE. 3. PROVIDE 1' - 0" TALL BY 5' - 0" WIDE (UON) BLOCKING FOR ALL WALL MOUNTED EQUIPMENT AND ACCESSORIES 4. REFER TO FINISH PLANS FOR ADDITIONAL ROOM AND MILLWORK FINISH INFORMATION 5. REFER TO INTERIOR ELEVATIONS FOR MATERIAL OF WALL SURFACES AND WALL CABINETS, CABINET DRAWERS, CABINET DOORS, COUNTERTOPS, COUNTERTOP EDGES, SIDESPLASHES AND BACKSPLASHES 6. ALL CABINETS/DRAWERS EXCEPT WASTE/SOILED LINIEN RECEPTACLES TO RECEIVE KEYED LOCKS. CONTRACTOR SHALL KEY MILLWORK LOCKS SIMILAR THROUGHOUT THE ENTIRE DEPARTMENT AREA. EACH DEPARTMENT SHALL BE KEYED SEPARATELY FROM THE OTHER. INTERIOR ELEVATION GENERAL NOTES: INTERIOR ELEVATION MATERIAL LEGEND: ? ??? CABINET DESIGN SERIES NO. (CDS NO.) PER ARCHITECTURAL WOODWORK INSTITUTE (AWI), SEE A551 FOR CORRESPONDING DETAILS CABINET HEIGHT CABINET DEPTHCABINET WIDTH CASEWORK TAG: 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"3' -4" 4' -0"4' -0"EXCEPTIONS: (1) HANDRAILS MAY PROTRUDE 4-1/2" MAX. (2) DOOR CLOSERS & STOPS MAY BE 78" MIN. ABOVE THE FLOOR FIG. 307.2 FIG. 603.4 COAT HOOK & SHELF MOUNTING HEIGHTS FIG. 603.3 MIRROR MOUNTING HEIGHTS NOTE: SEE REACH RANGES FOR COAT HOOK 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 CLOSET2' -10"TYPICAL CLEARANCES AND REACH RANGES - ANSI 2009 1' - 6" 1' - 0"2' - 0" TYPICAL MOUNTING HEIGHTS AND CLEARANCES FOR PLUMBING FIXTURES 6' - 9" MIN6' - 2" MINSHELF 36" MIN. WALL PROTECTION GLAZING FILM ON TEMPERED GLASS 33" -36"7" -9" 1 1/2" NURSE CALL REAR WALL GRAB BAR FOR BARIATRIC WATER CLOSET SIDE WALL GRAB BAR FOR BARIATRIC WATER CLOSET 24" 18" 24". 5 1/4"5 1/4"33" - 36"17" - 19"4' - 0"59"54" 42"12" (UNLESS OTHERWISE NOTED)IJINTERIOR ELEVATION SYMBOLS AND TYPICAL MOUNTING HEIGHTS 102800 - TOILET AND BATH ACCESSORIES 210000 - FIRE SUPPRESSION 2' - 0"BCDETYPE 1TYPE 2FGHKLNO5' - 6"4' - 0" (ADA)7' - 2"4' - 0"7' - 2"4' - 0"6"4' - 0" UONCOAT HOOK 4' - 0"6' - 8" MIN4' - 6"FIRE EXTINGUISHER CABINET (FEC)FIRE ALARM PULLFIRE ALARMSTROBE FIRE SPEAKER DEVICE1 1/2" MIN1' - 0" MIN3' - 2"TYPE 1TYPE 2TYPE 3MA 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 WASTE RECEPTACLE C K LTOILET PAPER DISPENSER URINAL MOUNTING HEIGHT CODE REF. ICC/ANSI A117.1-2009 6' -2" MIN M N O DRINKING FOUNTAIN SHOWER CURTAIN ROD FOLDING SHOWER SEAT SHOWER CONTROLSGRAB BAR AT TUB SOAP DISH AT TUB TOILET SEAT COVER DISPENSER TOILET PARTITION PUSH PLATE 1' -6" 2' -10" 1' -5" 2' -10" 3' -8" (1) 3' -6" (2) 3' -0" 3' -6" 3' -6" 3' -6" 2' -3" 9" 606.3 604.4 604.5 604.7 605.2 602.4 HOLT STANDARDS 610.3 608.5HOLT STANDARDS HOLT STANDARDS HOLT STANDARDS 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" HAND DRYER 3' -6"HOLT STANDARDS SOAP DISH/ CORNER BASKET AT SHOWER 3' -6"HOLT STANDARDS Q R T U V S3' -4" 3' -6" 6' -10" MOUNTING HEIGHT HOLT STANDARDS 260000 - ELECTRICAL DEVICES 224000 - PLUMBING FIXTURES 270000 - COMMUNICATION SYSTEMSQRST(1)T(2)VW5' - 6" UON3' 10" UON6' - 8" UONPOWER OUTLETPOWER DOOR OPERATOR PUSH PLATEDOOR HOLD OPENOCCUPANCY SENSORLIGHT SWITCHTHERMOSTATWALL SCONCE LIGHT FIXTUREVALANCE LIGHT FIXTURECLOCK, NICWALL MOUNTED FLAT PANEL TELEVISIONDATA OUTLETUON1' - 6"WALL MOUNTED TELEPHONEHUMIDITY CONTROLANALOG PHONE OUTLETFAIL SAFE PHONE OUTLETPFS ANALOG FAX OUTLETF 4' - 0"5' - 1"2" HINGED SIDE OF DOOR ROOM SIGN, SEE SCHEDULE LATCH SIDE OF DOOR EDGE OF DOOR FRAME OR EDGE OF OPENINGSIGN MOUNTING ELEVATION TACK BOARD MARKER BOARD MAGAZINE RACK CORNER GUARD 3' - 2"GLOVE DISPENSER SHARPS CONTAINER4' - 0"4' - 0"CODE BLUEEMERGENCY POWERMEDICAL AIRCARBON DIOXIDENITROGENNITROUS OXIDEOXYGENVACUUMVACUUM SLIDEWASTE ANESTHESIA GAS DISPOSAL4' - 0" UON5' - 6"5' - 6"226000 - MEDICAL GAS DEVICES ZONE VALVE BOXAREA ALARM PANELNURSE CALLFIG. 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" MAX48"15" MIN20" MAX 48" MAX25" MAX 44" MAX48" MAX15" MIN46" MAX24" MAX 34" MAX48" MAX10"34" MAXFIG 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 LOCATION34"6" MAX BACK WALL 6" MAX 6" MAX30" MIN60" MIN UFAS3' - 0"BACK WALL36" MIN3' - 0"36" MIN 48" MINSEAT WALLCONTROL WALL48" MAX38" MINCONTROL WALL FIG 608.5.1 TRANSFER-TYPE SHOWER CONTROLS AND HANDSHOWERS LOCATION 15" MAX 10" MAX MAX 2' - 3" MIN 1' - 4"MAX4' - 0"CONTROL LOCATION 1' - 4" MAX 1' - 3" MIN SEAT SEAT SEAT 5' - 0"2' - 0"3' - 0"1' - 0"1' - 0"3' - 0" 2' - 10 3/8"4' - 0"5' - 0" FIG 608.2.1 TRANSFER-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIG. 604.4 & FIG. 604.5.1 & FIG. 604.7 WATER CLOSET HEIGHTS 9"1' - 7" MAX1' - 5" MIN2' - 10"1' - 6"3' - 3"3' - 5" 1' - 0"3' - 6" 4' - 6"MIN1' - 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"15" .1 1/2" MIN4' - 0"7' - 2"UON1' - 6"WALL COVERING 8' - 0" MAX7' - 6" MIN6" MINCEILING LINE NOTE: COMBINATION FIRE ALARM STROBE & SPEAKER DEVICES SHALL MEET MOUNTING REQUIREMENTS FOR BOTH DEVICES NOTE: REFER TO FINISH PLANS AND FINISH SCHEDULE FOR SPECIFIC PRODUCT TYPES WALL TILE (COLOR VARIES)TONGUE & GROOVE WOOD SIDING/ PANELING STRUCTURAL GLASS CHANNEL NOT ALL MAY APPLY BACKPAINTED GLASS PANELSUW BOTTLE FILLER 3' -11"HOLT STANDARDS 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.2/5/2021 4:49:04 PMA350 TYPICAL MOUNTING HEIGHTS AND ELEVATIONS 02/05/2021 2018089 KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGTYPICAL HANDRAIL ELEVATION REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 E S E E DEEDE E E DE EE WALL MOUNTED WIRE SHELF UNIT WALL MOUNTED WIRE SHELF UNIT 4' - 6"4' - 0"4' - 0" RESILIENT BASE WALL PROTECTION8' - 0"302M 13"32"30" 302M 13"32"30" 302M 13"32"30" 302M 13"32"30" 230 24"34"24" 212 24"34"32"212 24"34"32" SCRIBE 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON METRO SHELF, 24" X 48" POWER STRIP, SEE ELECTRICAL CORNER GUARD 901 2' - 0"4' - 8"2' - 6"RESILIENT BASE100 17"34"36" 211 17"34"21" 350M 14"48"60" CORNER GUARD BL-F 302M 13"32"30" 302M 13"32"30" 901 EQEQEQ METRO SHELF, 24" X 48"METRO SHELF, 24" X 48"METRO SHELF, 24" X 48"METRO SHELF, 24" X 48" COUNTERTOP SUPPORT RESILIENT BASE4' - 8"2' - 6"CORNER GUARD CORNER GUARD BL-F3' - 4"3' - 0"2' - 0" GRAB BARGRAB BAR MIRROR FRAMED LIQUID-SOAP DISPENSER, OFCI PAPER TOWEL DISPENSER, OFCI WALL HUNG LAVATORY CERAMIC TILE COVE BASE6"2' - 1" GRAB BAR TOILET TISSUE (ROLL) DISPENSER CERAMIC TILE COVE BASE GRAB BAR HANDHELD SHOWER UNIT VACUUM, OFOI FLOOR BUFFER, OFOIFLOOR BUFFER, OFOI METRO SHELF, 18" X 48" WALL PROTECTION 8' - 0"FLOOR CLEANER, OFOI RESILIENT BASE MOP BASIN WITH FAUCET WALL PROTECTION 8' - 0"SOILED UTILITY CART, OFOI FIRE EXTINGUISHER CABINET, RECESSED RESILIENT BASE WALL PROTECTION 8' - 0"DRINKING FOUNTAIN/ BOTTLE FILLER 8" TERRAZZO TILE BASE CERAMIC TILE ACCENT WALL MINERAL PROFILE ACCENT PANEL MOP BASIN WITH FAUCET WALL PROTECTION 4"8' - 0"RESILIENT 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.2/5/2021 4:49:14 PMA351 INTERIOR ELEVATIONS 02/05/2021 2018089 SAH/BPL/KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"C9 WASTE HOLDING #136 - NORTH 1/4" = 1'-0"A1 SUPPLY CHAIN AREA #138 - EAST 1/4" = 1'-0"A4 SUPPLY CHAIN AREA #138 - SOUTH 1/4" = 1'-0"A7 SUPPLY CHAIN AREA #138 - WEST 1/4" = 1'-0"C7 BUILDING MAINTENANCE TOILET/SHOWER #138A - NORTH 1/4" = 1'-0"C5 BUILDING MANTENANCE TOILET/ SHOWER #138A - EAST 1/4" = 1'-0"C3 EVS SUPPLY & EQUIPMENT #139 - WEST 1/4" = 1'-0"C1 EVS SUPPLY & EQUIPMENT #139 - EAST 1/4" = 1'-0"C11 WASTE HOLDING #136 - EAST 1/4" = 1'-0"E10 MAIN LOBBY 100A @ DRINKING FOUNTAIN 1/4" = 1'-0"E11 EVS #125 - SOUTH REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 ED E E E E E E E TVE D TVE D E FA EE D E E E E ETVEDS FA E E D EDEEEDE TVE D E E D EDEE E DEEDE E D EE EED E DE E E EEDT SE E EE D RESILIENT BASE CORNER GUARD D10 A501 ________________________________________________ RESILIENT BASE 212 24"34"36"903 24"34"18" BOTTLE FILLER PLANTERWATERFALL COUNTERTOP CORNER GUARDCORNER GUARD CORNER GUARD CORNER GUARDCORNER GUARD TELEVISION, OFOI PROVIDE BLOCKING FOR WALL MOUNT FIREPLACE UNIT RESILIENT BASE5' - 0"4' - 0"1' - 6" MIN. A564 F3 FIRE EXTINGUISHER CABINET, RECESSED EQ EQ 302M 13"32"30" 302M 13"32"30" 901 RESILIENT BASE COUNTERTOP SUPPORT SCRIBESCRIBE 326M 13" 32"32" 212 24"34"32" 904 24"34"16" 230 24"34"16"154C 24"34"30" 302M 13"32"32" REFRIGERATOR, OFOI RESILIENT BASE LIQUID-SOAP DISPENSER, OFCI MICROWAVE OFOI 301M 13" 32"24" SCRIBE RESILIENT BASE CORNER GUARD TELEVISION, OFOI PROVIDE BLOCKING FOR WALL MOUNT5' - 0"DOUBLE UNIT LOCKER WITH SLOPED TOP AND 4" Z-BASE COAT HOOK RESILIENT BASE CORNER GUARD EQEQEQEQEQ COUNTERTOP SUPPORT 302M 13"32"32" 302M 13"32"32" 302M 13"32"32" 901 RESILIENT BASE PEDESTAL FILE, OFOIPEDESTAL FILE, OFOI EQ EQ 302M 13"32"32" 2' - 6"2' - 6"5' - 0" 901 COUNTERTOP SUPPORT PEDESTAL FILE, OFOI 212 24"34"36" 903 24"34"18"6' - 0"TELEVISION, OFOI PROVIDE BLOCKING FOR WALL MOUNT BOTTLE FILLER RESILIENT BASE WATERFALL COUNTERTOP CORNER GUARD 3' - 11"302M 13"32"32" 302M 13"32"32" 302M 13"32"32" EQ 2' - 8"2' - 8"2' - 8" WHEELCHAIR SCALE, OFOI COUNTERTOP SUPPORT RESILIENT BASE 302M 13"32"32" SAW1 3' - 6"2' - 6"6"2' - 8"2' - 8"2' - 8"2' - 8" RESILIENT BASE COUNTERTOP SUPPORT D10 A565 ________________________________________________3' - 6"2' - 6"LED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS SUPPORT2' - 6"6' - 10"LED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS D10 A565 ________________________________________________ ALIGN FRONT EDGE OF SOLID SURFACE COUNTER TO FRONT OF SOLID SURFACE TRANSACTION TOP 302M 13"32"30" 302M 13"32"30" 901 6"2' - 8" COUNTERTOP SUPPORT RESILIENT BASE SCRIBE MOP BASIN WITH FAUCET 4"8' - 0"WALL PROTECTION RESILIENT BASE WALL MOUNTED WIRE SHELF UNIT 302M 13"32"32" 302M 13"32"32" 212 24"34"30" 230 24"34"16" 903 24"34"16" UNDERCOUNTER REFRIGERTOR, OFOI RESILIENT BASE ANGLED CORNER CABINET COUNTERTOP SUPPORT 308 13"32"17" WALL PROTECTION BACKSPLASH LIQUID-SOAP DISPENSER, OFCI PAPER TOWEL DISPENSER, OFCI 301G 13"32"23" 302M 13"32"30" 308 13"32"17" 154C 24"34"30"903 24"34"16" 212 24"34"30" SCRIBE ANGLED CORNER CABINET 301M 13"32"21" 402 30"86"48" 402 30"86"48" 402 30"86"48" 402 30"86"48" 402 30"86"48" OPEN TO BEYOND RESILIENT BASE CONTROL JOINT CONTROL JOINT CORNER GUARD CORNER GUARD SCRIBE SCRIBE PROVIDE OPEN CABINET AREA THIS SIDE FOR ORTHOPEDIC DEVICE STORAGE 154C 24"34"30" 903 24"34"16" 903 24"34"16" WALL MOUNTED WIRE SHELF UNIT 2' - 6"4' - 8"4' - 0" RESILIENT BASE 212 24"34"32" RESILIENT BASE 212 24"34"32"3' - 4"COUNTERTOP SUPPORT4"RESILIENT BASE 901 CORNER GUARD MODULAR X-RAY SHIELD VIEW PANEL 1' - 6" 3' - 1" A564 F10 RESILIENT BASE X-RAY WALL STAND RUB RAIL 3' - 4"4' - 0"RESILIENT BASE COUNTERTOP SUPPORT901 CORNER GUARD MODULAR X-RAY SHIELD PANEL 3' - 0" BL-P RESILIENT BASE RUB RAIL X-RAY SYSTEMS CABINET X-RAY TETHER INFERFACE BOX 1' - 0" COUNTERTOP SUPPORT RESILIENT BASE D10 A565 ________________________________________________ RESILIENT BASE9014"3' - 4"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.2/5/2021 4:49:34 PMA352 INTERIOR ELEVATIONS 02/05/2021 2018089 SAH/BPL/KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"A1 LOBBY/WAITING #101 - WEST 1/4" = 1'-0"A3 LOBBY/WAITING #101 - NORTH 1/4" = 1'-0"A8 LOBBY/WAITING #101 - EAST 1/4" = 1'-0"C8 LOBBY/ WAITING #101 - SOUTH 1/4" = 1'-0"A11 RECEPTION #101B - WEST 1/4" = 1'-0"C6 STAFF BREAK #102 - NORTH 1/4" = 1'-0"C4 STAFF BREAK #102 - WEST 1/4" = 1'-0"C2 STAFF BREAK #102 - SOUTH 1/4" = 1'-0"E11 SHARED PROVIDER OFFICE #104 - SOUTH 1/4" = 1'-0"E10 SHARED PROVIDER OFFICE #104 - EAST 1/4" = 1'-0"C1 SUB-WAITING #105B - NORTH 1/4" = 1'-0"E3 NURSE CORE #108 - NORTH 1/4" = 1'-0"E7 NURSE CORE #108 - SOUTH 1/4" = 1'-0"E1 NURSE STATION @ NURSE CORE #108 - NORTH 1/4" = 1'-0"F11 NURSE CORE #108 - WEST 1/4" = 1'-0"F9 EVS #109 - NORTH 1/4" = 1'-0"F7 STAT LAB/ MED #110 - WEST 1/4" = 1'-0"F5 STAT LAB/ MED #110 - SOUTH 1/4" = 1'-0"F1 CIRCULATION #105 - EAST 1/4" = 1'-0"H9 SOILED WORK #111 - WEST 1/4" = 1'-0"H11 CIRCULATION #105 - WEST 1/4" = 1'-0"H3 RADIOLOGY (X-RAY) #119 @ CONTROL - WEST 1/4" = 1'-0"H7 RADIOLOGY (X-RAY) #119 - NORTH 1/4" = 1'-0"H1 RADIOLOGY (X-RAY)_#119 @ CONTROL - WEST 1/4" = 1'-0"H6 RADIOLOGY (X-RAY) #119 - WEST 1/4" = 1'-0"E5 NURSE CORE #108 - NORTHEAST 1/4" = 1'-0"H4 RADIOLOGY (X-RAY) #119 @ CONTROL - NORTH REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 EEE E EED E E EEDE E S FA E E FAFA EE TVE D EDDS E DE EDE E E E EEE E E E E FAFA D S S EE E FA EEE E E DOUBLE UNIT LOCKER WITH SLOPED TOP AND 4" Z-BASE COUNTERTOP SUPPORT 4' - 0"2" FILLER PANEL TO MATCH LOCKERS (AT SIDE WIALL AND BETWEEN BACK OF LOCKERS AND EXTERIOR WALL COUNTERTOP WITH INTEGRAL BACKSPLASH, SIDESPLASHES AND SINK. EXTEND COUNTERTOP INTO WINDOW OPENING (OMIT WINDOW STOOL). 301G 13"32"23" 302M 13"32"30" 152 24"34"32"230 24"34"16" 903 24"34"18" REFRIGERATOR, OFOI LIQUID-SOAP DISPENSER, OFCI 301M 13"32"18" RESILIENT BASE SCRIBESCRIBE CLR 2' - 6 5/8" PAPER TOWEL DISPENSER, OFCI 301M 13"32"24" 903 29"34"24"UNDERCOUNTER REFRIGERTOR, OFOI UNDERCOUNTER REFRIGERTOR, OFOI ANGLED CORNER CABINET 901 NOTCH BACKSPLASH AROUND WINDOW STOOLSCRIBE 308 13"32"17" WALL PROTECTION 2' - 10"301G 13"32"23" 903 24"34"16" 154C 24"34"30" 230 24"34"16" 211 24"34"21" 301M 13"32"24"308 13"32"17" PAPER TOWEL DISPENSER, OFCI SPECIMEN PASS-THROUGH LIQUID-SOAP DISPENSER, OFCI WALL HUNG LAVATORY RESILIENT BASE 301M 13"32"24" 301M 13"32"24" 301M 13"32"24" CORNER GUARD ANGLED CORNER CABINET PAPER TOWEL DISPENSER, OFCI WALL PROTECTION BACKSPLASH CORNER GUARD RESILIENT BASE 2' - 6"LATERAL FILE, OFOI 302M 13"32"36" 212 24"34"36" CORNER GUARDCORNER GUARD RESILIENT BASE OPEN TO BEYOND BOTTLE FILLER RESILIENT BASE ROBE HOOKROBE HOOKROBE HOOKROBE HOOK EQ EQ EQ 3' - 6"5' - 10"3' - 0"1' - 0"1' - 0"1' - 0" RUB RAIL CORNER GUARD RESILIENT BASE 212 24"34"36"903 24"34"18" TELEVISION, OFOI PROVIDE BLOCKING FOR WALL MOUNT RESILIENT BASE WATERFALL COUNTERTOP 4"2' - 6"6' - 0"RESILIENT BASE A564 F10 OPP*NOTE: ROOM 128 WILL NOT RECEIVE ANY WALL PROTECTION EXCEPT AT BACKSPLASH COUNTERTOP SUPPORT RESILIENT BASE COUNTERTOP SUPPORT PEDESTAL FILE, OFOIPEDESTAL FILE, OFOI RESILIENT BASE 905 25"86"32" UNDERCOUNTER REFRIGERTOR, OFOI11"2' - 11"3' - 4"COORDINATE PUCK LIGHT MOUNTING IN TOP OF DISPLAY CABINET 6"2' - 0" 155M 24"34"36" 1' - 6"3' - 6"RESILIENT BASE2' - 4"CONTINUOUS SOLID SURFACE BACKSPLASH PROVIDE EASED WATERFALL EDGE 24"x36" OVAL MIRROR 212 24"34"32" 152 24"34"32" 230 24"34"16" 230 24"34"16" 904 24"34"16" SCRIBESCRIBE CLR 3' - 2 1/2" 326M 13"32"32" REFRIGERATOR, OFOI RESILIENT BASE 302M 13"32"32" 302M 13"32"32" 302M 13"32"32" MICROWAVE OFOI SOLID SURFACE BACKSPLASH FROM COUNTER TO BOTTOM OF UPPER CABINETS 212 24"34"36" 212 24"34"36" 904 24"34"16" 904 24"34"16"OPEN TO BEYONDCORNER GUARDCORNER GUARD EQEQ RESILIENT BASE MICROWAVE OFOI SAW-1 8' - 8"4' - 0"COORDINATE ELECTRICAL OUTLET MOUNTING, PLATE TO BE FLUSH WITH TACK SURFACE EQEQ 300M 18"32"24" 902 24"36"24" GRAB BARGRAB BAR CERAMIC TILE COVE BASE CT 3 TILE ACCENT 155M 24"34"36" CERAMIC TILE COVE BASE MIRROR CUT TO FIT OPENING CT3 ACCENT WALL AT SHOWER A561 A6 RESILIENT BASE OPERABLE ROOM DIVIDER WALL PROTECTION4"4' - 0"302M 13"32"32" 211 24"34"16"230 24"34"12" OBLIQUE 212 24"34"32" 302M 13"32"36" WALL MOUNTED WIRE SHELF UNIT OBLIQUE OPEN TO BEYONDTERRAZZO TILE UP TO WINDOW STOOL BASE AT STOREFRONT LOCATIONS, TYPICAL CORNER GUARD TERRAZZO TILE UP TO WINDOW STOOL BASE AT STOREFRONT LOCATIONS, TYPICAL F11 A501 ________________________________________________ D11 A501 ________________________________________________ PREFINISHED TONGUE & GROOVE WOOD SIDING (WD1) TERRAZZO TILE UP TO WINDOW STOOL BASE AT STOREFRONT LOCATIONS, TYPICAL 6"COORDINATE DEVICE MOUNTING SO PLATES ARE FLUSH WITH WOOD WALL FINISH F11 A501 ________________________________________________ D11 A501 ________________________________________________3' - 6"4' - 0"4' - 0"1' - 9"3' - 0" SOLID SURFACE COUNTER FLUSH WITH SOLID SURFACE WINDOW SILL, PROVIDE FLUSH SEALANT JOINT ? IN-WALL CONCEALED SUPPORT BRACKETS BY RAKKS OR EQUAL 1' - 7"3' - 6"5 " / 1 2 " 3 1/4"7' - 2 3/4"4' - 6 1/4"5' - 8" IN-WALL CONCEALED COUNTER SUPPORT BRACKETS BY RAKKS OR EQUAL SOLID SURFACE COUNTER FLUSH WITH SOLID SURFACE WINDOW SILLS, PROVIDE FLUSH CLEAR SEALANT JOINT IN-WALL CONCEALED BENCH SUPPORT BRACKETS BY RAKKS OR EQUAL TERRAZZO TILE BASE3' - 6"2' - 6"ALUMINUM COLUMN COVER (BEYOND) RESILIENT BASE REFER TO ENLARGED CHECK-IN PLANS FOR DETAILS BL-SC-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 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.2/5/2021 4:49:51 PMA353 INTERIOR ELEVATIONS 02/05/2021 2018089 SAH/KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"A11 STAFF BREAK #133 - WEST 1/4" = 1'-0"A9 STAFF BREAK #133 - SOUTH 1/4" = 1'-0"A8 LABORATORY #126 - WEST 1/4" = 1'-0"A5 LABORATORY #126 - SOUTH 1/4" = 1'-0"G9 REGISTRATION #124 - NORTH 1/4" = 1'-0"G4 REGISTRATION #124 - WEST 1/4" = 1'-0"E1 WAITING/ CIRCULATION #123 - EAST @ CORRIDOR 1/4" = 1'-0"G7 WAITING/ CIRCULATION #123 - NORTH 1/4" = 1'-0"G5 WAITING/ CIRCULATION #123 - SOUTH1/4" = 1'-0"G2 BLOOD DRAW (PoS) #128 - WEST 1/4" = 1'-0"G11 REGISTRATION #124 - EAST 1/4" = 1'-0"E11 RESPITE/ LACTATION #240 - EAST 1/4" = 1'-0"E9 RESPITE/ LACTATION #240 - WEST 1/4" = 1'-0"E4 STAFF BREAK #242 - NORTH 1/4" = 1'-0"E6 STAFF BREAK #242 - EAST1/4" = 1'-0"D1 STAFF TOILET #237 - WEST 1/4" = 1'-0"D3 STAFF TOILET #237 - EAST 1/4" = 1'-0"G10 MULTIPURPOSE/ ACTIVITY #235 - SOUTH 1/4" = 1'-0"H1 HOLDING/ MAIL #100C - SOUTH 1/4" = 1'-0"H2 HOLDING/ MAIL #100C - SOUTHEAST 1/4" = 1'-0"H8 MAIN LOBBY #100 - NORTHWEST 1 1/4" = 1'-0"H6 MAIN LOBBY #100 - NORTHEAST 1/4" = 1'-0"H10 MAIN LOBBY #100 - SOUTHWEST 1/4" = 1'-0"H4 MAIN LOBBY #100 - NORTHWEST 2 1/4" = 1'-0"A1 WALKING TRACK #200 - NORTHWEST 1/4" = 1'-0"G1 RECEPTION #101B - SOUTHEAST 1/4" = 1'-0"H11 REGISTRATION #124 - NORTHEAST REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 E E TV D TVE D E E FA EEEDEED ED EE FA ED E D EDEEEDEEDE E TV E D E E E E E DEEDEEDEEDEEDE ED E DE EDE E DEEDEE EDEE E EE EDEDE FA E E TELEVISION, OFOI PROVIDE BLOCKING FOR WALL MOUNT RESILIENT BASE 5' - 0"RESILIENT BASE CORNER GUARD RUB RAIL A8 A563 ________________________________________________ A10 A563 ________________________________________________ RESILIENT BASE RUB RAIL W39 212 24"34"36" 903 24"34"18" BOTTLE FILLER TELEVISION, OFOI PROVIDE BLOCKING FOR WALL MOUNT COAT HOOK 4' - 0"3' - 0"1' - 3 1/2"6' - 0"RESILIENT BASE CORNER GUARD 6' - 1 1/2" WATERFALL COUNTERTOP RESILIENT BASE 2' - 10"3' - 0" EQ EQ COUNTERTOP SUPPORT PEDESTAL FILE, OFOI TYP 11" MAX A8 A563 ________________________________________________ A10 A563 ________________________________________________ OPEN BEYOND 302M 13"32"32" 212 24"34"32" RESILIENT BASE COPIER, OFOI CORNER GUARDCORNER GUARD 302M 13"32"30" 302M 13"32"30" 901 EQ2' - 8"EQ COUNTERTOP SUPPORT 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON RESILIENT BASE COUNTERTOP SUPPORT PEDESTAL FILE, OFOI 901 EQ2' - 8"2' - 8"EQ RESILIENT BASE2' - 6"1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON 302M 13"32"36" 300M 14"32"36" 302M 13"32"32" SCRIBESCRIBE COUNTERTOP SUPPORT PEDESTAL FILE, OFOI 901 EQ 2' - 8"2' - 8"EQ 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON 302M 13"32"32" 300M 14"32"36" 302M 13"32"32" PEDESTAL FILE, OFOI SCRIBESCRIBE 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON RESILIENT BASE TELEVISION, OFOI PROVIDE BLOCKING FOR WALL MOUNT RESILIENT BASE5' - 0"326M 13"32"32" 302M 13"32"30" 212 24"34"32" 904 24"34"16" 154C 24"34"30" LIQUID-SOAP DISPENSER, OFCI 230 24"34"16" MICROWAVE OFOI 301G 13"32"32" RESILIENT BASE REFRIGERATOR, OFOI PAPER TOWEL DISPENSER, OFCI 302M 13"32"36" 302M 13"32"36" 302M 13"32"36" 302M 13"32"36" 901 EQEQEQEQ COUNTERTOP SUPPORT 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON RESILIENT BASE 302M 13"32"36" 302M 13"32"36" 302M 13"32"36" 302M 13" 32"36" 901 COUNTERTOP SUPPORT PEDESTAL FILE, OFOI EQ 2' - 8"2' - 8"2' - 8" RESILIENT BASE EQEQEQ 901 PEDESTAL FILE, OFOI COUNTERTOP SUPPORT EQ EQ EQ 302M 13"32"32" 901 COPIER, OFOI COUNTERTOP SUPPORT RESILIENT BASE 302M 13"32"32" 302M 13"32"32" SCRIBE 4" CORNER GUARD RESILIENT BASE 4' - 0" A565 F10 SIM 302M 13"32"36" 302M 13"32"36" 302M 13"32"36" COUNTERTOP SUPPORT 901 EQ 2' - 8"2' - 8"2' - 8"EQ RESILIENT BASE2' - 6"OPEN RESILIENT BASED10 A565 ________________________________________________ RESILIENT BASE CORNER GUARDCORNER GUARDCORNER GUARD RUB RAIL C4 A565 ________________________________________________ 901 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON REFRIGERATOR, OFOI RESILIENT BASE 301G 13"32"32" 301M 13"32"16" 302M 13"32"32" 302M 13"32"32" 230 24"34"16" 154C 24"34"30" 102 24"34"32" 102 24"34"32" LIQUID-SOAP DISPENSER, OFCI SPECIMEN PASS-THROUGH RESILIENT BASE SCRIBE PAPER TOWEL DISPENSER, OFCI 301M 14"32"24" 152 24"34"32"230 24"34"24" LIQUID-SOAP DISPENSER, OFCI RESILIENT BASE 301G 13"32"32" PAPER TOWEL DISPENSER, OFCI CORNER GUARD A564 F10 RESILIENT BASE A564 F10 OPP RUB RAIL DOUBLE UNIT LOCKER WITH SLOPED TOP AND 4" Z-BASE RESILIENT BASE RUB RAIL 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.2/5/2021 4:50:15 PMA354 INTERIOR ELEVATIONS 02/05/2021 2018089 SAH/BPL/KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"A7 FQHC WAITING #201 - EAST 1/4" = 1'-0"A4 FQHC WAITING #201 - NORTH 1/4" = 1'-0"A9 FQHC WAITING #201 - SOUTH 1/4" = 1'-0"C7 SHARED RECEPTION/ REGISTRATION #202 - WEST 1/4" = 1'-0"C11 SHARED RECEPTION/ REGISTRATION #202 - EAST 1/4" = 1'-0"A2 SHARED RECEPTION/ REGISTRATION #202 - SOUTHEAST 1/4" = 1'-0"C5 SHARED CLERICAL OFFICE #203 - EAST 1/4" = 1'-0"C3 SHARED CLERICAL OFFICE #203 - WEST 1/4" = 1'-0"E11 MULTIPURPOSE CONSULT/ TELEMED #204 - WEST 1/4" = 1'-0"E7 SHARED STAFF BREAK #208 - SOUTH 1/4" = 1'-0"E5 MANAGER OFFICE #209 - SOUTH 1/4" = 1'-0"E1 PHYSICIAN OFFICE/ DICTATION #213 - NORTH 1/4" = 1'-0"E3 PHYSICIAN OFFICE/ DICTATION #213 - EAST 1/4" = 1'-0"F6 NURSE #214 - NORTH 1/4" = 1'-0"F9 NURSE #214 - EAST 1/4" = 1'-0"F11 NURSE #214 - SOUTH 1/4" = 1'-0"F4 NURSE #214 - EAST @ CORRIDOR 1/4" = 1'-0"F1 CIRCULATION #207 - WEST 1/4" = 1'-0"H11 TRIAGE NURSE ALCOVE #207A - NORTH 1/4" = 1'-0"H6 LAB #221 - SOUTH 1/4" = 1'-0"H7 LAB #221 - WEST 1/4" = 1'-0"H9 LAB #221 - NORTH 1/4" = 1'-0"H4 EXAM #210 - SOUTH 1/4" = 1'-0"H3 EXAM (GYN) PoS #220 - SOUTH 1/4" = 1'-0"E9 SHARED STAFF BREAK #208 - NORTH REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 ED S E TV D E E D E E E E E S FA ED EE E EDE ED E E E E LIQUID-SOAP DISPENSER, OFCI PAPER TOWEL DISPENSER, OFCI WALL HUNG LAVATORY RESILIENT BASE WALL PROTECTION 4"4' - 0"1' - 3" METRO SHELF, OFOI MANUFACTURED PIPE SHIELD COVER 302M 13"32"32" 152 24"34"32" 212 24"34"32" 212 24"34"32" LIQUID-SOAP DISPENSER, OFCI RESILIENT BASE 301G 13"32"32"4"4' - 0"WALL PROTECTION 302M 13"32"32" PAPER TOWEL DISPENSER, OFCI TELEVISION, OFOI PROVIDE BLOCKING FOR WALL MOUNT RESILIENT BASE 6' - 10"1' - 4" 7' - 0" RUB RAIL ALUMINIUM TRIM WALLCOVERING 301G 13"32"32" 302M 13"32"32" 212 24"34"32" 152 24"34"32" LIQUID-SOAP DISPENSER, OFCI RESILIENT BASE 302M 13"32"32" 301M 13"32"18" 212 24"34"32" 211 24"34"18" SCRIBESCRIBE PAPER TOWEL DISPENSER, OFCI WALL PROTECTION 301M 13"32"18" 302M 13"32"36" 301M 13"32"18" 302M 13"32"36" 102 24"34"36" 230 24"34"18"903 24"34"18" 155M 24"34"36" LIQUID-SOAP DISPENSER, OFCIPAPER TOWEL DISPENSER, OFCI RESILIENT BASE SCRIBE 4"4' - 0"WALL PROTECTION CORNER GUARDCORNER GUARDCORNER GUARD LIQUID-SOAP DISPENSER, OFCI PAPER TOWEL DISPENSER, OFCI RESILIENT BASE WALL HUNG LAVATORY WALL PROTECTION4' - 0"4"7' - 0" MANUFACTURED PIPE SHIELD COVER 302M 13"32"32" 302M 13"32"32"301M 13"32"18" 901 EQ EQ EQ RESILIENT BASE COUNTERTOP SUPPORT PEDESTAL FILE, OFOI 301M 13"32"18" 302M 13"32"42" 302M 13"32"42" 901 RESILIENT BASE COUNTERTOP SUPPORT SCRIBE 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON EQ EQ EQ PEDESTAL FILE, OFOI WHEELCHAIR SCALE, OFOI RESILIENT BASE CORNER GUARDCORNER GUARD FIRE EXTINGUISHER CABINET -FULLY RECESSED MOP BASIN WITH FAUCET RESILIENT BASE WALL PROTECTION 4"8' - 0"LIQUID-SOAP DISPENSER, OFCI MIRROR FRAMED PAPER TOWEL DISPENSER, OFCI CERAMIC TILE COVE BASE SCRIBE CENTER MIRROR OVER HANDWASHING SINK 154C 24"34"30" BARIATRIC SINK SUPPORTS, BOTH SIDES, TYP END PANEL CERAMIC TILE COVE BASE TOILET TISSUE (ROLL) DISPENSER OBLIQUE 2' - 0" PoS GRAB BAR 155M 24"34"36" 903 24"34"16" 230 24"34"16" 212 24"30"30" 302M 13"32"36" 326M 13"32"32" 302M 13"32"30"MICROWAVE OFOI REFRIGERATOR, OFOI LIQUID-SOAP DISPENSER, OFCI CLEAR 3' - 3" PAPER TOWEL DISPENSER, OFCI 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.2/5/2021 4:50:26 PMA355 INTERIOR ELEVATIONS 02/05/2021 2018089 SAH/BPL/KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"A10 SHARED CLEAN WORK/ MED PREP #219 - NORTH 1/4" = 1'-0"A7 SHARED CLEAN WORK/ MED PREP #219 - SOUTH 1/4" = 1'-0"A3 DENTAL TREATMENT ROOM #225 - EAST 1/4" = 1'-0"A5 DENTAL TREATMENT ROOM #225 - SOUTH 1/4" = 1'-0"C11 DENTAL EQUIPMENT STERILIZATION #227 - NORTH 1/4" = 1'-0"C9 DENTAL EQUIPMENT STERILIZATION #227 - SOUTH 1/4" = 1'-0"C4 DENTAL OFFICE #230 - SOUTH 1/4" = 1'-0"C5 DENTAL OFFICE #230 - WEST 1/4" = 1'-0"C7 VITALS ALCOVE #223 - SOUTH 1/4" = 1'-0"A1 EVS #226 - EAST 1/4" = 1'-0"C2 VISITOR TOILET (PoS) #224 - NORTHEAST 1/4" = 1'-0"C1 VISITOR TOILET (PoS) #224 - EAST 1/4" = 1'-0"D10 STAFF BREAK AREA #305 - WEST REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 EEEE E D E FA E TV D E FA E DEEDEEDEEDE EDEDE FA EEE E E E EEDEE EE DD DEDEEDEEDEEDE RUB RAIL RESILIENT BASE CORNER GUARD212 24"34"36" 903 24"34"18" BOTTLE FILLER RESILIENT BASE CHECK-IN KIOSK, OFOI CORNER GUARD COUNTERTOP WATERFALL FIREPLACE UNIT3' - 11"CORNER GUARD 2' - 10"2' - 10"2' - 10" RESILIENT BASE COUNTERTOP WATERFALLRUB RAIL A10 A563 ________________________________________________ A8 A563 ________________________________________________ 3' - 0" OPEN TO BEYOND TELEVISION, OFOI PROVIDE BLOCKING FOR WALL MOUNT RESILIENT BASE 1' - 1 1/2"3' - 8"2' - 6"6' - 10"WATERFALL COUNTEROPRESILIENT BASE 2' - 6"2' - 0"7" 2' - 3" EQEQ 5' - 6"FIREPLACE UNIT MIRROR BL-A BL-K C4 A565 ________________________________________________ PEDESTAL FILE, OFOIPEDESTAL FILE, OFOI PEDESTAL FILE, OFOIPEDESTAL FILE, OFOI RESILIENT BASE 2' - 10"2' - 10"2' - 10" EQ EQ 5' - 0"EQEQEQEQ4' - 0" COUNTERTOP SUPPORT A8 A563 ________________________________________________ A10 A563 ________________________________________________ 3' - 0" 212 24"34"36" 212 24"34"36" 212 24"34"36" RESILIENT BASE 2' - 10"2' - 10"2' - 10"3' - 6"3' - 8"RESILIENT BASE BL-J C5 A604 ________________________________________________ 400M 24"86"16" EQ 2' - 8"EQ 901 SIM COUNTERTOP SUPPORTCOUNTERTOP SUPPORT 20" DEEP GOWNING BENCH 1' - 7"MIRROR, FULL-HEIGHT RESILIENT BASE 3' - 0"1' - 0"TOILET TISSUE (ROLL) DISPENSER GRAB BARGRAB BAR CERAMIC TILE COVE BASE WALL PROTECTION GRAB BAR TOILET TISSUE (ROLL) DISPENSER GRAB BAR CERAMIC TILE COVE BASE LIQUID-SOAP DISPENSER, OFCI PAPER TOWEL DISPENSER, OFCI MIRROR FRAMED 3' - 4"3' - 0"2' - 0" WALL HUNG LAVATORY CERAMIC TILE COVE BASE1' - 3" WALL PROTECTION 400M 24"86"16" EQ 2' - 8"EQ COUNTERTOP SUPPORTCOUNTERTOP SUPPORT1' - 7"20" DEEP GOWNING BENCH 901 SIM DOUBLE UNIT LOCKER WITH SLOPED TOP AND 4" Z-BASE FILLER PANEL TO MATCH ADJACENT LOCKERS CORNER GUARDCORNER GUARD RESILIENT BASE RESILIENT BASECORNER GUARD STRUCTUAL GLASS CHANNEL WALL RESILIENT BASE 211 24"34"18" 211 24"34"18" 211 24"34"18" 903 24"34"16" 154C 24"34"30" COUNTERTOP TO MATCH CURVATURE OF CHANNEL WALL, PROVIDE FILLER PANELS BETWEEN BASE CABINETS AND SOLID BACK PANELS AS REQUIRED ELECTRICAL OUTLET SHALL BE RECESSED INTO COUNTEROP, MODIFY DRAWER DEPTH AS REQUIRED CORNER GUARD 45 DEGREE COUNTERTOP CHAMFER TO CORNER 901 COUNTER SUPPORT LEGS, BASIS OF DESIGN TL27R/2SQ BY MOCKETTE OR EQUAL PLUG MOLD MOUNTED TO UNDERSIDE OF COUNTEROP STRUCTUAL GLASS CHANNEL WALL 2' - 0"5' - 0"5' - 0" SIM EQ 2' - 8"2' - 8"2' - 8"EQ COUNTERTOP SUPPORT PEDESTAL FILE, OFOI RESILIENT BASE 901 302M 13"32"30"302M 13"32"30" 302M 13"32"30" 301M 13"32"21"2' - 10"2' - 10"2' - 10" EQ2' - 8"2' - 8"2' - 8"2' - 8"2' - 8"EQ COUNTERTOP SUPPORT PEDESTAL FILE, OFOI3' - 8"3' - 6"SCRIBE RESILIENT BASE 901 BL-J C5 A604 ________________________________________________ RESILIENT BASE LED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS STRUCTURAL GLASS CHANNEL WALL 7' - 0"2' - 4"CORNER GUARD 11' - 3 1/2" D10 A565 ________________________________________________ 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.2/5/2021 4:50:46 PMA356 INTERIOR ELEVATIONS 02/05/2021 2018089 SAH/BPL/KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"A6 IMAGING GUEST LOUNGE/ WAITING #401 - WEST 1/4" = 1'-0"A1 IMAGING GUEST LOUNGE/ WAITING #401 - SOUTH 1/4" = 1'-0"A10 IMAGING GUEST LOUNGE/ WAITING #401 - NORTH 1/4" = 1'-0"C9 IMAGING GUEST LOUNGE/WAITING #401 - EAST 1/4" = 1'-0"C3 REGISTRATION #402 - SOUTH 1/4" = 1'-0"C6 REGISTRATION #402 - NORTH 1/4" = 1'-0"C1 MULTIPURPOSE/ CONSULT #405 - WEST 1/4" = 1'-0"E10 CIRCULATION #406 - EAST 1/4" = 1'-0"E7 GOWNING 1 #407A - SOUTH 1/4" = 1'-0"E9 GOWNING 1 #407A - WEST 1/4" = 1'-0"E4 PATIENT TOILET #406B - NORTH 1/4" = 1'-0"E3 PATIENT TOILET #407B - WEST 1/4" = 1'-0"E1 PATIENT TOILET #407B - SOUTH 1/4" = 1'-0"E6 GOWNING 2, 3 #407C AND #407D - SOUTH 1/4" = 1'-0"G10 WOMEN'S CIRCULATION #407 - NORTH 1/4" = 1'-0"G6 WOMEN'S SUB-WAIT #409 - EAST 1/4" = 1'-0"G4 WOMEN'S SUB-WAIT #409 - NORTH 1/4" = 1'-0"G1 WOMEN'S SUB-WAIT #409 - SOUTHWEST 1/4" = 1'-0"H10 NURSE/ TECH STATION #411 - EAST 1/4" = 1'-0"H8 NURSE/TECH STATION #411 - SOUTH 1/4" = 1'-0"H5 NURSE/ TECH STATION #411 - WEST 1/4" = 1'-0"H2 CIRCULATION #412 - SOUTH REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 E E E NC E S E NCS E E EED EED E D SS EE DE E DET TV E E DEE E S FA E EE E E S E EDEDES EED ED E E EEEEDEEEEDEED ED EEES EE 301M 13"32"18"302M 13"32"30" 230 24"34"18" 152 24"34"32" 212 24"34"30" LIQUID-SOAP DISPENSER, OFCI SANITARY BAG DISPENSER, OFCISCRIBESCRIBE RESILIENT BASE 301G 13"32"32" PAPER TOWEL DISPENSER, OFCI WALL PROTECTION OPEN TO BEYOND RESILIENT BASEPLANTER 2' - 5"3' - 8"10"3' - 8"3' - 8"10" CORNER GUARD WALL PROTECTION 402 24"86"42" 301M 13"32"15"302M 13"32"30" 302M 13"32"30" 211 24"34"21" 230 24"34"16" 903 24"34"18" 903 24"34"18" 152 24"34"32" LIQUID-SOAP DISPENSER, OFCI RESILIENT BASE SANITARY BAG DISPENSER, OFCI 301G 13"32"32" PAPER TOWEL DISPENSER, OFCI WALL PROTECTION ULTRASOUND MACHINE OFOI EXAMINATION TABLE OFOI RUB RAIL RESILIENT BASE RESILIENT BASE RUB RAIL 154C 24"34"30" 903 24"34"16" 400 24"86"16" 301M 13"32"16" 302M 13"32"30" X-RAY SYSTEM CABINET X-RAY TETHER INTERFACE BOX X-RAY WALL STAND, OFCI WALL PROTECTION SANITARY BAG DISPENSER, OFCI LIQUID-SOAP DISPENSER, OFCI PAPER TOWEL DISPENSER, OFCI RESILIENT BASE3' - 4"X-RAY GRID HOLDER 3' - 2" MODULAR X-RAY SHIELD VISION PANEL RUB RAIL RESILIENT BASE RESILIENT BASE RUB RAIL EQ EQ COUNTERTOP SUPPORT 901 3' - 4"X-RAY GRID HOLDER EQEQ RESILIENT BASE COUNTERTOP SUPPORT3' - 4"4' - 0"901 1' - 6" CORNER GUARD MODULAR X-RAY SHIELD PANEL BL-P TELEVISION, OFOI PROVIDE BLOCKING FOR WALL MOUNT DOUBLE UNIT Z-LOCKER RECESSED RESILIENT BASE5' - 6"RUB RAIL LIQUID-SOAP DISPENSER, OFCI 301G 13"32"30" 302M 13"32"30" 903 24"34"18" 154C 24"34"30" OPEN TO BEYOND RESILIENT BASECORNER GUARDCORNER GUARD PAPER TOWEL DISPENSER, OFCI RUB RAIL WALL PROTECTION FILLER PANEL RESILIENT BASE RUB RAIL 301G 13"32"32" 302M 13"32"32" 152 24"34"32" 904 24"34"16" 230 24"34"16" LIQUID-SOAP DISPENSER, OFCI RESILIENT BASE PAPER TOWEL DISPENSER, OFCI WALL PROTECTION 904 24"34"16" 230 24"34"16" 152 24"34"32" LIQUID-SOAP DISPENSER, OFCI PAPER TOWEL DISPENSER, OFCI WALL MOUNTED WIRE SHELF UNIT RESILIENT BASEWALL PROTECTION 301G 13"32"32" 302M 13"32"32" 401 24"86"16" 903 24"34"16" 903 24"34"16" 152 24"34"32" SANITARY BAG DISPENSER, OFCI LIQUID-SOAP DISPENSER, OFCI RESILIENT BASE PAPER TOWEL DISPENSER, OFCI RUB RAIL WALL PROTECTION 401 24"86"16" 903 24"34"16" 903 24"34"16" 152 24"34"32" 302M 13"32"32" LIQUID-SOAP DISPENSER, OFCI RESILIENT BASE 301G 13"32"32" SANITARY BAG DISPENSER, OFCI PAPER TOWEL DISPENSER, OFCI WALL PROTECTION RUB RAIL RESILIENT BASE EXAMINATION TABLE OFOI ULTRASOUND MACHINE OFOI RUB RAIL 301G 13"32"32" 302M 13"32"32" 301M 13"32"16" 401 24"86"16" 152 24"34"32" 903 24"34"16" 903 24"34"16" 230 24"34"16" LIQUID-SOAP DISPENSER, OFCI RESILIENT BASE PAPER TOWEL DISPENSER, OFCI SANITARY BAG DISPENSER, OFCI RUB RAIL WALL PROTECTION 402 24"86"30" EQ 2' - 8"2' - 8"2' - 8"EQ 901 RESILIENT BASE COUNTERTOP SUPPORT PEDESTAL FILE, OFOI PEDESTAL FILE, OFOI EQ EQ EQ EQ COUNTERTOP SUPPORT RESILIENT BASE 901 RADIOGRAPHIC MAMMOGRAPHY UNITRUB RAIL RESILIENT BASE 402 24"86"42" 302M 13"32"32" 903 24"34"16" 903 24"34"16" 152 24"34"32" SANITARY BAG DISPENSER, OFCI LIQUID-SOAP DISPENSER, OFCI 301G 13"32"32" RESILIENT BASE CORNER GUARD RUB RAIL PAPER TOWEL DISPENSER, OFCI WALL PROTECTION 301G 13"32"30" 302M 13"32"32" 402 24" 86"30" 903 24"34"16" 903 24" 34"16" 154C 24"34"30" LIQUID-SOAP DISPENSER, OFCI RESILIENT BASE PAPER TOWEL DISPENSER, OFCI RUB RAIL WALL PROTECTION RADIOGRAPHIC MAMMOGRAPHY UNITRESILIENT BASE RUB RAIL 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.2/5/2021 4:51:04 PMA357 INTERIOR ELEVATIONS 02/05/2021 2018089 SAH/BPL/KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"A11 HOLDING BAY 1, 2 #412A & #412B - WEST 1/4" = 1'-0"A8 HOLDING BAY 1, 2 #412A, #412B - SOUTH1/4" = 1'-0"A5 ULTRASOUND (GUIDED BIOPSY) #415 - WEST 1/4" = 1'-0"A3 ULTRASOUND (GUIDED BIOPSY) #415 - SOUTH 1/4" = 1'-0"C11 DIAGNOSTIC RADIOGRAPHY #416 - NORTH 1/4" = 1'-0"C9 DIAGNOSTIC RADIOGRAPHY #416 - WEST 1/4" = 1'-0"C7 DIAGNOSTIC RADIOGRAPHY #416 - SOUTH 1/4" = 1'-0"A1 DIAGNOSTIC RADIOGRAPHY #416 - EAST 1/4" = 1'-0"C4 MEN'S SUB-WAIT #418 - WEST 1/4" = 1'-0"C2 MEN'S SUB-WAIT #419 - SOUTH 1/4" = 1'-0"C1 MEN'S SUB-WAIT #418 - EAST 1/4" = 1'-0"F11 CLEAN WORKROOM #419 - SOUTH 1/4" = 1'-0"F8 SOILED WORKROOM #420 - NORTH 1/4" = 1'-0"F7 DEXASCAN #432 - SOUTH 1/4" = 1'-0"F3 ULTRASOUND (PoS) #423 - WEST 1/4" = 1'-0"F5 ULTRASOUND (PoS) #423 - EAST 1/4" = 1'-0"F1 ULTRASOUND #424 - WEST 1/4" = 1'-0"H11 READING ROOM #426 - WEST 1/4" = 1'-0"H9 READING ROOM #426 - SOUTH 1/4" = 1'-0"H5 MAMMOGRAPHY #427 - WEST 1/4" = 1'-0"H7 MAMMOGRAPHY #427 - NORTH 1/4" = 1'-0"H3 MAMMOGRAPHY (STERIOTACTIC BIOPSY) #431 - NORTH 1/4" = 1'-0"H1 MAMMOGRAPHY (STERIOTACTIC BIOPSY) #431 - SOUTH REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 E D EE EDEDED E EE E E TV D E ED ED D E E E ED E D D D EEEDE EDEEDEE E E EEE EDEED E E EDEE FA S E E ED E E S E E E E EE ESEE ED E D EDEEE TVE D E E EQ EQ EQ EQ 901 2' - 6"COUNTERTOP SUPPORT RESILIENT BASE PLANTER A565 A10 SIM 302M 13" 32"36" 302M 13" 32"36" 302M 13" 32"36" 901 EQ EQ EQ COUNTERTOP SUPPORT EQEQ SCRIBESCRIBE RESILIENT BASE RESILIENT BASE COUNTERTOP SUPPORT 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON MAX 2' - 8" CORNER GUARD 3' - 9" RESILIENT BASE RUB RAIL OPEN TO BEYOND 212 24"34"36" 903 24"34"18"CHECK-IN KIOSK, OFOICHECK-IN KIOSK, OFOICHECK-IN KIOSK, OFOI BOTTLE FILLER COUNTERTOP WATERFALLRESILIENT BASE CORNER GUARDCORNER GUARD 5' - 6"TELEVISION, OFOI PROVIDE BLOCKING FOR WALL MOUNT RESILIENT BASE LED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS LED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS LED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS COUNTERTOP WATERFALL 2' - 10" A8 A563 ________________________________________________ A10 A563 ________________________________________________2' - 10"3' - 0" 302M 13"32"30" 302M 13"32"30" 212 24"30"30" 212 24"30"30"PEDESTAL FILE, OFOIPEDESTAL FILE, OFOIPEDESTAL FILE, OFOICOPIER, OFOI 2' - 6"6' - 10"OPEN TO BEYOND 2' - 6"3' - 8"2' - 6"RESILIENT BASE CORNER GUARD RESILIENT BASE CORNER GUARD 3' - 0" 4' - 0"1' - 0"EQ 4' - 0"EQEQEQ COUNTERTOP SUPPORT A8 A563 ________________________________________________ A10 A563 ________________________________________________2' - 10"2' - 10" 2' - 10 1/2"4' - 0 3/4" PEDESTAL FILE, OFOI 2' - 8" 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON 3' - 4" COUNTERTOP SUPPORT RESILIENT BASE 901 301M 13"32"21" 302M 13"32"32"302M 13"32"32" 211 24"34"21"212 24"34"32" 212 24"34"32" RESILIENT BASE CORNER GUARDCORNER GUARD OPEN TO BEYOND WHEELCHAIR SCALE, OFOI RESILIENT BASE 400 24"86"16" 212 24"34"32" 230 24"34"16" 903 24"34"16" 154C 24"34"30" 301M 14"32"24" 301M 14"32"24" LIQUID-SOAP DISPENSER, OFCI CRASH CART, OFOI 301G 14"32"22" RESILIENT BASE PAPER TOWEL DISPENSER, OFCI 301M 14"32"24" WALL PROTECTION WHITEBOARD WALL 4' - 0"4"RESILIENT BASERESILIENT BASE6' - 0"3' - 6"EQ EQ EQ EQ BL-I EQ 2' - 8"2' - 8"EQ 302M 13"32"36" 302M 13"32"36" 901 COUNTERTOP SUPPORT RESILIENT BASE 7' - 9" BL-SC-C RESILIENT BASE 302M 13"32"36" 302M 13"32"36" 212 24"34"36" 212 24"34"36" SCRIBESCRIBE COUNTERTOP SUPPORT RESILIENT BASE 2' - 6" 8" 901 CORNER GUARD RESILIENT COVE BASE LIQUID-SOAP DISPENSER, OFCI 301G 13"32"24" 301M 13"32"24"301M 13"32"24" 154C 24"34"30"230 24"34"18" 211 24"34"24" SCRIBESCRIBE WALL PROTECTION PAPER TOWEL DISPENSER, OFCI RESILIENT COVE BASE 904 24"34"16" 154C 24"34"30" REFRIGERATOR, OFOI MICROWAVE OFOI 230 24"34"16" 326M 13"32"32" 302M 13"32"30" RESILIENT BASE LIQUID-SOAP DISPENSER, OFCI 2' - 8 1/4" DOUBLE UNIT LOCKER WITH SLOPED TOP AND 4" Z-BASE RESILIENT BASE 301G 13"32"24" 301M 13"32"18" 302M 13"32"30" 154C 24"34"30" 230 24"34"12" 212 24"34"30" LIQUID-SOAP DISPENSER, OFCI RESILIENT BASE PAPER TOWEL DISPENSER, OFCI 302M 13"32"30" 301M 13"32"18" 301G 13"32"24" 212 24"34"30" 230 24"34"12" 154C 24"34"30" RESILIENT BASE LIQUID-SOAP DISPENSER, OFCI PAPER TOWEL DISPENSER, OFCI301G 13"32"24" 301M 13" 32"18" 301M 13"32"24" 154C 24"34"30" 230 24"34"12" 211 24"34"24" RESILIENT BASE LIQUID-SOAP DISPENSER, OFCI PAPER TOWEL DISPENSER, OFCI OPEN TO BEYOND PEDESTAL FILE, OFOIPEDESTAL FILE, OFOIPEDESTAL FILE, OFOI RESILIENT BASE 2' - 10" EQ EQEQ EQEQ COUNTERTOP SUPPORT A8 A563 ________________________________________________A10 A563 ________________________________________________ 2' - 10"3' - 0" WALL PROTECTION MOP BASIN WITH FAUCET RESILIENT BASE4"8' - 0"1' - 5"3' - 6"UNIFORM SLOPE ALONG CURVE CURVED RESIN PANEL (RP1) CURVED PLASTIC LAMINATE FACE SHEET (PL1) C4 A565 ________________________________________________ SOLID SURFACE WALL CAP WITH WATERFALL EDGE TO FLOOR AT LOW SIDE RESILIENT BASE TELEVISION, OFOI PROVIDE BLOCKING FOR WALL MOUNT 6' - 0"RESILIENT BASE OBLIQUE OBLIQUE BL-SC-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 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.2/5/2021 4:51:23 PMA358 INTERIOR ELEVATIONS 02/05/2021 2018089 SAH/BPL/KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"A10 OFFICE/ READING #428 - SOUTH 1/4" = 1'-0"A11 OFFICE/ READING #428 - WEST 1/4" = 1'-0"A8 WOMEN'S CIRCULATION #425 - WEST 1/4" = 1'-0"F6 GUEST WAITING. CIRCULATION #501 - WEST 1/4" = 1'-0"F1 GUEST WATING/ CIRCULATION #501 - SOUTH 1/4" = 1'-0"F10 GUEST WAITING/ CIRCULATION #501 - EAST 1/4" = 1'-0"H6 REGISTRATION #502 - SOUTH 1/4" = 1'-0"H10 REGISTRATION #502 - NORTH 1/4" = 1'-0"H3 REGISTRATION #502 - EAST 1/4" = 1'-0"E3 PATIENT VITALS ALCOVE #510 - SOUTH 1/4" = 1'-0"E1 CENTRAL CLEAN WORK #512 - WEST 1/4" = 1'-0"A7 SHARED CONFERENCE #433 - NORTH 1/4" = 1'-0"A5 SHARED CONFERENCE #433 - SOUTH 1/4" = 1'-0"A1 WAITING #434 - WEST 1/4" = 1'-0"C7 RECEPTION #436 - NORTH 1/4" = 1'-0"C11 RECEPTION #436 - SOUTH 1/4" = 1'-0"C9 RECEPTION #436 - EAST 1/4" = 1'-0"C5 PROCEDURE ROOM #440 - WEST 1/4" = 1'-0"C4 PROCEDURE ROOM #440 - SOUTH 1/4" = 1'-0"E11 STAFF BREAK #443 - NORTH 1/4" = 1'-0"E9 STAFF BREAK #443 - SOUTH 1/4" = 1'-0"E7 SOILED WORKROOM #438 - NORTH 1/4" = 1'-0"E5 CLEAN WORKROOM & EQUIP STORAGE #437 - SOUTH 1/4" = 1'-0"E4 CLEAN WORKROOM & EQUIP. STORAGE #437 - WEST 1/4" = 1'-0"H1 REGISTRATION #502 - WEST 1/4" = 1'-0"C2 EVS #439 - EAST 1/4" = 1'-0"C1 VITALS ALCOVE #510 REVISION SCHEDULE NAME DATE 1/4" = 1'-0"A2 WAITING #434 - EAST 1/4" = 1'-0"A4 WAITING #434 - SOUTH Received by DiMarco 2/15/2021 E E E E EE S D EE FA E EE D EED E ED EDEE E EE D EE E EEDDEEE DE E E S ED EE FA EEDEED E EDE E DEEEDEE E E E DE ES E DEE E EEEDEEDE 301M 13"32"18" 326M 13"32"28" 212 24"34"30"155M 24"34"36"230 24"34"16" 230 24"34"16" 903 24"34"18" LIQUID-SOAP DISPENSER, OFCI MICROWAVE OFOI RESILIENT BASE 301G 13"32"24" 903 24"34"18" CLR 3' - 3" REFRIGERATOR, OFOI PAPER TOWEL DISPENSER, OFCI COUNTERTOP SUPPORT EQEQEQEQ2' - 6"7' - 0"EQ EQ EQ RESILIENT BASE BL-M 302M 13"32"30" 302M 13"32"30" 901 WALL MOUNTED WIRE SHELF UNIT PEDESTAL FILE, OFOI 6"2' - 8"2' - 8"2' - 8"RESILIENT BASE COUNTERTOP SUPPORT 3"3' - 0"6"4' - 6"2' - 8"3' - 3"6"COUNTERTOP SUPPORT RESILIENT BASE6' - 9"2' - 6"EQ EQ EQ 901 BL-M 901901 302M 13"32"30" 302M 13"32"30" 302M 13"32"30" 302M 13"32"30" EQ EQ EQ EQ EQ EQ COUNTERTOP SUPPORT WALL MOUNTED WIRE SHELF UNITWALL MOUNTED WIRE SHELF UNIT PEDESTAL FILE, OFOI RESILIENT BASE 6"3' - 0"2' - 6"2' - 0"2' - 8"3' - 0"6" EQEQEQ OPEN TO BEYOND OPEN TO BEYOND COUNTERTOP SUPPORT 901 2' - 6"6' - 9"RESILIENT BASE PEDESTAL FILE, OFOIPEDESTAL FILE, OFOI EQ EQ EQ CORNER GUARD CORNER GUARD A565 F10 RESILIENT BASECORNER GUARD OPEN TO BEYOND RESILIENT BASECORNER GUARD RUB RAIL PEDESTAL FILE, OFOI2' - 8"2' - 8" 901 RESILIENT BASE COUNTERTOP SUPPORT 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON7' - 0"EQEQEQ TACKBOARD 903 24"34"16" 903 24"34"16" 154C 24"34"30" 155M 24"34"36" ADJUSTABLE WALL SHELVING ADJUSTABLE WALL SHELVING PAPER TOWEL DISPENSER, OFCI LIQUID-SOAP DISPENSER, OFCI RESILIENT BASE 4' - 0"4' - 0"2' - 10"1' - 8"2' - 8"ACRYLIC RESIN SPLASH GUARD DOUBLE UNIT LOCKER WITH SLOPED TOP AND 4" Z-BASE RESILIENT BASE PLANTER A565 F10CORNER GUARD RESILIENT BASE DOUBLE UNIT LOCKER WITH SLOPED TOP AND 4" Z-BASE RESILIENT BASE 212 24"34"30" 903 24"34"18" 230 24"34"18"154C 24"34"30" 302M 13"32"30" 302M 13"32"30" SCRIBE CLEAN LINEN CART, OFOI 301G 13"32"23" RESILIENT BASE ACRYLIC RESIN SPLASH GUARD6' - 4"3' - 2"4' - 3" CORNER GUARD 301M 13"32"23" BL-L EQ EQ 1' - 6"1' - 6" PEDESTAL FILE, OFOIPEDESTAL FILE, OFOI COUNTERTOP SUPPORT RESILIENT BASE BL-M COUNTERTOP SUPPORT RESILIENT BASE 901 EQEQEQ 1' - 6"EQ EQ EQ 901 COUNTERTOP SUPPORT 3' - 0"3' - 0"3' - 0"2' - 6"7' - 0"PEDESTAL FILE, OFOI RESILIENT BASE BL-M 302M 13"32"30" 302M 13"32"30" 301M 14"32"16" 301M 14"32"16" 302M 13"32"30"302M 13"32"30" 901901 EQ EQ EQ EQ EQ EQ SCRIBESCRIBE COUNTERTOP SUPPORT PEDESTAL FILE, OFOI RESILIENT BASE EQEQEQEQ WALL MOUNTED WIRE SHELF UNIT WALL MOUNTED WIRE SHELF UNIT COUNTERTOP SUPPORT 901 RESILIENT BASE 302M 13"32"32" 302M 13"32"32" 6"EQ EQ SCRIBE COUNTERTOP SUPPORT RESILIENT BASE CORNER GUARD CORNER GUARD PEDESTAL FILE, OFOI EQEQEQEQ 901 301M 13"32"12" 302M 13"32"30" 302M 13"32"30" 302M 13"32"30" SCRIBE COUNTERTOP SUPPORT2' - 6"PEDESTAL FILE, OFOI RESILIENT BASE 6"2' - 8"2' - 8" 901 302M 13"32"30" 302M 13"32"30"301M 13"32"12" COUNTERTOP SUPPORT SCRIBE RESILIENT BASE PEDESTAL FILE, OFOI MIRROR FRAMED PAPER TOWEL DISPENSER, OFCI LIQUID-SOAP DISPENSER, OFCI CERAMIC TILE COVE BASE GRAB BAR 1' - 3" A564 F10 RESILIENT BASE WALL PROTECTION, CONTINUES BEHIND DOOR 302M 13"32"32" 302M 13"32"32" 154C 24"34"30" 230 24"34"16" 903 24"34"16" 903 24"34"16" 212 24"34"32" LIQUID-SOAP DISPENSER, OFCI PRINTER, OFOI CRASH CART, OFOI CLEAN LINEN CART, OFOI RESILIENT BASE WALL PROTECTION301G 13"32"23" ACRYLIC RESIN SPLASH GUARD 4' - 0"4"A565 F10 CORNER GUARD PAPER TOWEL DISPENSER, OFCI 301M 13"32"23"302M 13"32"30" 302M 13"32"30" 901 2' - 7"2' - 8"2' - 6"COUNTERTOP SUPPORT RESILIENT BASE PLANTER 6' - 0" RESILIENT BASE PEDESTAL FILE, OFOIPEDESTAL FILE, OFOI 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON 901901 EQ2' - 8"EQ EQ2' - 8"EQ COUNTERTOP SUPPORT 302M 13"32"30" 302M 13"32"30"302M 13"32"30" 302M 13"32"30" 901901 EQ EQ EQ EQ RESILIENT BASE COUNTERTOP SUPPORT 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON MOP BASIN WITH FAUCET RESILIENT BASE DOUBLE UNIT LOCKER WITH SLOPED TOP AND 4" Z-BASE RESILIENT BASE FILLER PANEL TO MATCH ADJACENT LOCKER RUB RAIL 212 24"34"32" 903 24"34"18" 302M 13"32"32" 301M 13"32"18" PRINTER, OFOI RESILIENT 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.2/5/2021 4:51:45 PMA359 INTERIOR ELEVATIONS 02/05/2021 2018089 SAH/BPL/KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"A6 STAFF BREAK AREA #505 - NORTH 1/4" = 1'-0"C9 PROVIDER OFFICE #517A - EAST1/4" = 1'-0"C7 PROVIDER OFFICE #517A - NORTH 1/4" = 1'-0"C5 PROVIDER OFFICE #517A - WEST 1/4" = 1'-0"C3 PROVIDER OFFICE #517A - SOUTH 1/4" = 1'-0"A3 NURSE WORK AREA #517B - EAST1/4" = 1'-0"A1 NURSE WORK AREA #517B - WEST 1/4" = 1'-0"A8 GUEST WAITING/ CIRCULATION #501 @ ELEV LOBBY - EAST 1/4" = 1'-0"A11 REGISTRATION #502 - WEST 2 1/4" = 1'-0"C11 CENTRAL SOILED WORK #511 - EAST 1/4" = 1'-0"E6 NURSE WORK AREA 517E - EAST 1/4" = 1'-0"H8 NURSE WORK #539 - SOUTH 1/4" = 1'-0"E11 NURSE WORK #517E - WEST 1/4" = 1'-0"E9 NURSE WORK AREA #517E - SOUTH 1/4" = 1'-0"G11 PROVIDER OFFICE #517F - EAST 1/4" = 1'-0"G9 PROVIDER OFFICE #517F - NORTH 1/4" = 1'-0"G6 PROVIDER OFFICE #517F - SOUTH 1/4" = 1'-0"G7 PROVIDER OFFICE #517F - WEST 1/4" = 1'-0"C1 STAFF CIRCULATION #517 - SOUTH 1/4" = 1'-0"E3 TRIAGE NURSE #524 - WEST 1/4" = 1'-0"E1 TRIAGE NURSE #524 - SOUTH 1/4" = 1'-0"G3 STAFF TOILET #525 - SOUTH 1/4" = 1'-0"G2 SPECIALTY EXAM TREATMENT #526 1/4" = 1'-0"H10 NURSE WORK #539 - WEST 1/4" = 1'-0"H5 PROVIDER OFFICE #539A - NORTH 1/4" = 1'-0"H3 PROVIDER OFFICE #539A - WEST 1/4" = 1'-0"H1 PROVIDER OFFICE #539A - SOUTH 1/4" = 1'-0"G1 EVS #530 - WEST 1/4" = 1'-0"H6 NURSE WORK #539 - EAST 1/4" = 1'-0"A2 NURSE WORK AREA #517B - NORTH REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 E DEEEEDD E FA EED FA E E 302M 13"32"32" 903 24"34"16" 903 24"34"16" 230 24"34"16" 154C 24"34"30" LIQUID-SOAP DISPENSER, OFCI SCRIBESCRIBE 301G 13"32"23" WALL PROTECTIONRESILIENT BASE SCRIBE 301M 13"32"23" PAPER TOWEL DISPENSER, OFCI SHARPS CONTAINER, OFOI RESILIENT BASE WALL PROTECTION 301M 13"32"18" 302M 13"32"30" 302M 13"32"30" 302M 13"32"30" 154C 24"34"30" 903 24"34"16" 212 24"34"30" 212 24"34"30" 212 24"34"30" 903 24"34"16" SPECIMEN PASS-THROUGH LIQUID-SOAP DISPENSER, OFCI WALL PROTECTION BACKSPLASH ACRYLIC RESIN SPLASH GUARD 301G 13"32"23" RESILIENT BASE PAPER TOWEL DISPENSER, OFCI SCRIBESCRIBE RESILIENT BASE CORNER GUARD REFRIGERATOR, OFOI 302M 13"32"30" 302M 13"32"30" 901 COUNTERTOP SUPPORT RESILIENT BASE 1 1/2" X 1 1/2" ALUMINUM SUPPORT ANGLE AT END PANELS, 32" OC UON EQ 2' - 6"EQ 3' - 3"1/2"3' - 3"1/2"3' - 3"8' - 8"OPEN TO BEYOND6" TERRAZZO BASE MINERAL PROFILE PANEL FEATURE WALL BACK PAINTED SHEET GLASS PANEL FEATURE WALL INTERIOR SIGNAGE (BY OTHERS) FRAMELESS DOOR, PAINT TO MATCH WALL COLOR 6" TERRAZZO BASE BACK PAINTED SHEET GLASS PANEL FEATURE WALL CUSTOM VINYL GRAPHIC MINERAL PROFILE PANEL FEATURE WALL RECEPTION DESK A10 A562 ________________________________________________A6 A562 ________________________________________________ TERRAZZO TILE BASE UP TO WINDOW STOOL AT STOREFRONT LOCATIONS, TYPICALA562 A6OPEN TO BEYONDRUB RAIL 6" TERRAZZO BASE MINERAL PROFILE PANEL FEATURE WALL 6" TERRAZZO BASE 6" TERRAZZO BASE RUB RAIL, NOTCH AT WINDOWS 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.2/5/2021 4:51:54 PMA360 INTERIOR ELEVATIONS 02/05/2021 2018089 SAH/BPL/KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"A11 LAB DRAW #532 - EAST 1/4" = 1'-0"A9 LAB DRAW #532 - WEST 1/4" = 1'-0"A7 LAB #534 - EAST 1/4" = 1'-0"A5 LAB #534 - WEST 1/4" = 1'-0"A4 TRIAGE NURSE #539B - NORTH 1/4" = 1'-0"F1 MAIN LOBBY #100 - EAST 1/4" = 1'-0"F6 MAIN LOBBY #100- NORTHEAST 1/4" = 1'-0"F9 MAIN LOBBY #100 - NORTHWEST REVISION SCHEDULE NAME DATE 1/4" = 1'-0"H1 WALKING TRACK #200 - EAST 1/4" = 1'-0"H6 WALKING TRACK #200 - NORTHEAST 1/4" = 1'-0"H9 WALKING TRACK #200- NORTHWEST Received by DiMarco 2/15/2021 FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" ROOF 174' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" 1234563.85.5 14' - 0"14' - 6"15' - 6"14' - 0"16' - 0"502 REGISTRATION 501 GUEST WAITING/ CIRCULATION 504 CIRCULATION 509 EXAM/CONSULT 517B NURSE WORK AREA 513 EXAM/CONSULT 504BB CIRCULATION 521 EXAM/CONSULT 517 STAFF CIRCULATION 526 SPECIALTY EXAM/ TREATMENT 432 DEXASCAN 425 WOMEN'S CIRCULATION 421 EQUIPMENT STORAGE & FLEX SPACE 420 SOILED WORKROOM 419 CLEAN WORKROOM 418 MEN'S SUB-WAIT 417 EVS 422 MEN'S CIRCULATION 405 MULTIPURPOSE/ CONSULT 406 CIRCULATION 407 WOMEN'S CIRCULATION 301 REGISTRATION 300 GUEST WAITING/ CIRCULATION 309 EXAM/CONSULT 304 CIRCULATION 317B NURSE WORK AREA 313 EXAM/CONSULT 304 CIRCULATION 321 EXAM/CONSULT 317 STAFF CIRCULATION 326 SPECIALTY EXAM/ TREATMENT 230 DENTAL OFFICE 225 DENTAL TREATMENT ROOM 224 VISITOR TOILET (PoS) 202 SHARED RECEPTION/ REGISTRATION 205 STAFF TOILET 208 SHARED STAFF BREAK 207 CIRCULATION 227 DENTAL EQUIPMENT STERILIZATION 138 SUPPLY CHAIN AREA 143 CORRIDOR 119 RADIOLOGY (X-RAY) 105 CIRCULATION 120 EXAM 121 EXAM 107 CLEAN HOLDING 106 TRIAGE/ INTERVIEW 101 LOBBY/WAITING A454 A7 A451 A1 MIR STAIR 3 LANDING 146' -3" FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" ROOF 174' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" A B C D 143 CORRIDOR 122 CORRIDOR 128 BLOOD DRAW (PoS) 123 WAITING / CIRCULATION 126 LABORATORY 234 EDUCATION/ CONFERENCE 232 CORRIDOR 536 PATIENT TOILET 504BB CIRCULATION 517 STAFF CIRCULATION 425 WOMEN'S CIRCULATION 424 ULTRASOUND 423 ULTRASOUND (PoS) 422 MEN'S CIRCULATION 420 SOILED WORKROOM 400 ELEVATOR LOBBY & PUBLIC CORRIDOR 437 CLEAN WORKROOM& EQUIP.STORAGE 434 WAITING 436 RECEPTION B.3 B.5 144 STORAGE 235 MULTIPURPOSE/ ACTIVITY 304 CIRCULATION 317 STAFF CIRCULATION 336 PATIENT TOILET 16' - 0"14' - 0"15' - 6"14' - 6"14' - 0"A451 A8 STAIR 3 LANDING 146' -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.2/5/2021 4:52:05 PMA401 BUILDING SECTIONS 02/05/2021 2018089 CRB/GLM Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/8" = 1'-0"A5 BUILDING SECTION 1/8" = 1'-0"E7 BUILDING SECTION REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 EWS-2 EWS-1 EWS-1FS-1FS-1FWS-1FS-2EWS-3 EWS-3 EWS-3 FS-1FS-1SIM EWS-3 EWS-3RS-1EWS-3 EWS-3 EWS-1RS-2FS-1ECW-1 ECW-1 EWS-3 EWS-2 RS-1ECW-1 EWS-3 FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" THIRD FLOOR 128' -6" D 8" 1' - 3" A501 A5 A501 D7 A501 C5 A501 F5 A503 C8 A503 E8 ALL EXPOSED STRUCTURAL STEEL TO HAVE INTUMESCENT FIREPROOFING SEE REFLECTED CEILING PLAN FOR CEILING SEE REFLECTED CEILING PLAN FOR CEILING SEE REFLECTED CEILING PLAN FOR CEILING CURTAINWALL ANCHOR A503 A9 FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" A502 E1 D A002 D11 T/O CURTAIN WALL 176' -4" 1' - 4" 1' - 4" 1' - 4" CFMF TRUSS, SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS FOR TRUSS BEARING SEE REFLECTED CEILING PLAN FOR CEILING SEE REFLECTED CEILING PLAN FOR CEILING SEE REFLECTED CEILING PLAN FOR CEILING CURTAINWALL ANCHOR CURTAINWALL ANCHOR CURTAINWALL ANCHOR A503 C8 A503 C8 THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" B/O LOW ROOF DECK 124' -6" T/O LOW ROOF PARAPET 125' -11" D A502 E9 OPP A502 B9 SEE A8/A451 TYPICAL WALL SECTION FOR FIRST AND SECOND FLOOR INFORMATION ALL EXPOSED STRUCTURAL STEEL TO HAVE INTUMESCENT FIREPROOFING ALL EXPOSED STRUCTURAL STEEL TO HAVE INTUMESCENT FIREPROOFING CURTAINWALL ANCHOR CURTAINWALL ANCHOR SEE REFLECTED CEILING PLAN FOR CEILING ROOF 174' -0" FIFTH FLOOR 158' -0" D A502 E1 SIM T/O CURTAIN WALL 176' -4" ALL EXPOSED STRUCTURAL STEEL TO HAVE INTUMESCENT FIREPROOFING CFMF TRUSS, SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS FOR TRUSS BEARING CURTAINWALL ANCHOR CURTAINWALL ANCHOR SEE REFLECTED CEILING PLAN FOR CEILING 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.2/5/2021 4:52:11 PMA451 WALL SECTIONS 02/05/2021 2018089 CRB/GLM Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/2" = 1'-0"A8 TYPICAL WALL SECTION 1/2" = 1'-0"A1 WALL SECTION AT LOW ROOF & EXIT STAIR REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 RS-1FS-1EWS-3 EWS-3 EWS-2FS-1FS-1FS-1EWS-3 CS-1EWS-1 EWS-3 EWS-3 EWS-3 EWS-2 CS-1CS-1RS-1EWS-2 EWS-2 9 9 9FS-1FS-1FS-1FIFTH FLOOR 158' -0" 5 A502 E1 SIM T/O CURTAIN WALL 176' -4" PARAPET -LOW POINT 179' -4" CFMF TRUSS, SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS FOR TRUSS BEARING CURTAINWALL ANCHOR CURTAINWALL ANCHOR SEE REFLECTED CEILING PLAN FOR CEILING ACCESS DOOR THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" 5 A501 H5 A503 A9 A503 E8 A002 D11 SEE A8/A451 TYPICAL WALL SECTION FOR FIRST AND SECOND FLOOR INFORMATION CURTAINWALL ANCHOR CURTAINWALL ANCHOR TYP SEE REFLECTED CEILING PLAN FOR CEILING SEE REFLECTED CEILING PLAN FOR CEILING 1' - 7 1/2" 1' - 4" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" B B.5 STOP BATT INSULATION AT TOP OF FRAMING ALUMINUM GYPSUM BOARD J-MOLDING TO CAP END 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.2/5/2021 4:52:15 PMA452 WALL SECTIONS 02/05/2021 2018089 CRB/GLM Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/2" = 1'-0"A5 WALL SECTION AT CANTILEVER 1/2" = 1'-0"A1 WALL SECTION AT STAIR RECESS REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 EWS-1CS-1FS-1FS-1EWS-2 EWS-2 FWS-1 EWS-1FS-1FS-2RS-1EWS-2 EWS-2 SIM EWS-2 FS-1FS-1FS-1FS-1EWS-1 ECW-1 FS-1CS-1EWS-3 FS-2FS-1FWS-1 EWS-1 SIM EWS-2RS-1FS-1EWS-3 ECW-1 EWS-3 ECW-1 FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" 1 1' - 3" A501 D793°A502 A1 SEE REFLECTED CEILING PLAN FOR CEILING SEE REFLECTED CEILING PLAN FOR CEILING SEE REFLECTED CEILING PLAN FOR CEILING A501 A5 3' - 9 5/8" 4' - 8 1/2" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" 1 CFMF TRUSS, SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS FOR TRUSS BEARING A502 E1 SIM SEE REFLECTED CEILING PLAN FOR CEILING SEE REFLECTED CEILING PLAN FOR CEILING ILLUMINATED DIMENSIONAL LETTER SIGNAGE 4' - 7" 5' - 5" 3' - 9 5/8" 4' - 8 1/2" FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" 1 A501 D1 A501 A1 A501 D7 A502 A5 ALL EXPOSED STRUCTURAL STEEL TO HAVE INTUMESCENT FIREPROOFING SEE REFLECTED CEILING PLAN FOR CEILING SEE REFLECTED CEILING PLAN FOR CEILING SEE REFLECTED CEILING PLAN FOR CEILING A002 D11 SIM SLOPE 6" D6 A503 ________________________________________________ A503 E8 2' - 0" METAL COMPOSITE MATERIAL WALL PANELS (MCP-1), BEYOND HORIZONTAL JOINTS TO ALIGN WITH HORIZONTAL JOINTS IN SOUTH ELEVATION ROOF 174' -0" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" 1 ALL EXPOSED STRUCTURAL STEEL TO HAVE INTUMESCENT FIREPROOFING ALL EXPOSED STRUCTURAL STEEL TO HAVE INTUMESCENT FIREPROOFING A002 D11 CFMF TRUSS, SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS FOR TRUSS BEARING SEE REFLECTED CEILING PLAN FOR CEILING SEE REFLECTED CEILING PLAN FOR CEILING A503 G6 A002 D11 SIM SIM CRICKET BEYOND A503 E8 METAL COMPOSITE MATERIAL WALL PANELS (MCP-1), BEYOND VERTICAL JOINTS TO ALIGN WITH HORIZONTAL SOFFIT JOINTS ABOVE METAL COMPOSITE MATERIAL WALL PANELS (MCP-1), BEYOND 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.2/5/2021 4:52:22 PMA453 WALL SECTIONS 02/05/2021 2018089 CRB/GLM Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/2" = 1'-0"A1 WALL SECTION @ WRAPPER THRU ROOF DRAIN & SIGNAGE 1/2" = 1'-0"A7 BASE-WALL SECTION @ WRAPPER & CURTAIN WALL REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 EWS-1 EWS-2 CS-1FWS-1 EWS-1 FS-2SIMRS-1EWS-2 SIM EWS-2 EWS-2 EWS-1 ECW-1 CS-1EWS-2EWS-2 EWS-1 FS-2SIMRS-1CS-1ECW-1 ECW-1 SIM EWS-2 SIM EWS-2 FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" 1 A501 A5 A501 D7 FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" 1 5/8" GYPSUM BOARD NON-STRUCTURAL METAL FRAMING POLYISOCYANURATE BOARD INSULATION CLOSED -CELL SPRAY- APPLIED INSULATION 5/8" GYPSUM BOARD ON METAL FRAMING NON-STRUCTURAL METAL FRAMING SEE STRUCTURAL DRAWINGS FOR CFMF FRAMING SUBSTRATE BOARD SEE REFLECTED CEILING PLAN FOR CEILING CRICKET REFER TO B9/A002 FOR UL ASSEMBLY AT BEAM INTUMESENT FIREPROOFING AT STEEL BEAM AND PLATE 9 ' - 11 1 /4" JOINT AT GYPSUM SHEATHING IN THIS LOCATION, LAP DRAINAGE PLANE MATERIAL OVER JOINT FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" 1 A501 D7 A503 F10 A503 A2 CURTAIN WALL ANCHOR METAL COMPOSITE MATERIAL WALL PANELS (MCP-1), BEYOND HORIZONTAL JOINTS TO ALIGN WITH HORIZONTAL JOINTS IN SOUTH ELEVATION A501 A5 FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" 1 A503 F10 A503 F10 CLOSED -CELL SPRAY- APPLIED INSULATION 5/8" GYPSUM BOARD ON METAL FRAMING ? CURTAIN WALL ANCHOR CURTAIN WALL ANCHOR SEE STRUCTURAL DRAWINGS FOR CFMF FRAMING POLYISOCYANURATE BOARD INSULATION A503 G6 SEE REFLECTED CEILING PLAN FOR CEILING CRICKET 6"2' - 0" METAL COMPOSITE MATERIAL WALL PANELS (MCP-1), BEYOND HORIZONTAL JOINTS TO ALIGN WITH HORIZONTAL JOINTS IN SOUTH ELEVATION VERTICAL JOINTS TO ALIGN WITH HORIZONTAL SOFFIT JOINTS ABOVE METAL COMPOSITE MATERIAL WALL PANELS (MCP-1), BEYOND INTUMESENT FIREPROOFING AT STEEEL BEAM AND PLATE 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.2/5/2021 4:52:27 PMA454 WALL SECTIONS 02/05/2021 2018089 CRB/GLM Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/2" = 1'-0"A1 WALL SECTION @ BRICK-TO-METAL PANEL WRAPPER - BASE 1/2" = 1'-0"A7 WALL SECTION @ BRICK-TO-METAL PANEL WRAPPER REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 RS-2FWS-1 FS-1FS-2CS-2EWS-1 ESF-1RS-2EWS-1 FWS-1FS-1FS-2CS-2ESF-1 RS-2RS-2FWS-1CS-2ESF-1 CS-2FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" B/O LOW ROOF DECK 124' -6" 3.9 T/O LOW ROOF PARAPET 125' -11" A502 F11 A502 E9 A501 F1 A501 H3 A501 F3 SIM A501 F11 A501 D11 1' - 4" FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" B/O LOW ROOF DECK 124' -6" E T/O LOW ROOF PARAPET 125' -11" A502 E9 OPP A501 F1 OPP A455 F2 A501 F3 OPP A2 A455 ________________________________________________COURSEBRICK HEADER66 BRICK COURSESD2 A455 ________________________________________________ MOCKUP AREA #3 MOCKUP AREA #3 - ROWLOCK BRICK COURSE TRANSITION TO WOOD RAINSCREEN SOFFIT - WOOD SOFFIT TRANSITION TO LIGHT FIXTURE - LIGHT FIXTURE TRANSITION TO STOREFRONT - WOOD SOFFIT TRANSITION TO WOOD SIDING - WOOD SIDING TRANSITION TO PRECAST SILL - SEALANT JOINT BETWEEN WOOD SIDING AND BRICK - PRECAST SILL AND KNEE WALL INSIDE CORNER - PRECAST KNEE WALL - ELECTRICAL JUNCTION BOX FOR CARD READER TO SHOW INSTALLATION AND SEALED CONDITIONS INTENT OF MOCKUP IS TO CONDUCT INTERMITTENT VISUAL ENVELOPE COMMISSIONING INSPECTIONS. ROOF 174' -0" PENTHOUSE 183' -4" A502 D11 A502 B11 STAIR LANDING FIRST FLOOR 100' -0"GROUT SOLID EXTEND WATERPROOFING OVER LEDGE AND UP FACE OF WALL UNDER EMBEDDED FLASHING CAST STONE PANEL TONGUE AND GROOVE WOOD SIDING (WD1); FINISHED FACE OF WOOD TO ALIGN WITH FACE OF BRICK 2X VERTICAL WOOD FURRING @ 12" OC 3/4" RAINSCREEN SIDING VENT BASIS-OF-DESIGN: CORAVENT INC. RAINSCREEN SIDING SYSTEM STURDI-STRIP MEMBRANE FLASHING WEATHER BARRIER EMBEDDED FLASHING CONTINUOUS FIBERGLASS INSECT SCREEN, EXTEND 3" MINIMUM VERTICALLY, WRAP AND FOLD AT ENDS CONTINUOUS ALUMINUM SUB SILL, TO ALIGN AN MATCH PROFILE OF ALUMINUM SUBSILL AT STOREFRONT; PROVIDE 90 DEGREE INSIDE CORNER AT STOREFRONT CONTINUOUS SEALANT COMPOSITE POLYISOCYANURATE BOARD INSULATION, FASTEN TO STUD 3 1/2" MINERAL WOOL BATT INSULATION 6" CFMS @ 24" OC (16 GA) 5/8" GYPSUM BOARD 1/2" GLASS-MAT GYPSUM SHEATHING CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM F3 A501 ________________________________________________ BACKER ROD AND SEALANT BOTH SIDES EXTEND AIR BARRIER SYSTEM INTO ROUGH OPENING AND SEAL BACK ROD AND SEALANT LINEAR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS AIR CURTAIN, SEE MECHANICAL DRAWINGS COMPOSITE POLYISOCYANURATE BOARD INSULATION, FASTEN TO STUD 3 1/2" MINERAL WOOL BATT INSULATION 6" CFMS @ 24" OC (16 GA) 5/8" GYPSUM BOARD 1/2" GLASS-MAT GYPSUM SHEATHING CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM TONGUE AND GROOVE WOOD SIDING (WD1) 2X VERTICAL WOOD FURRING @ 12" OC 3/4" RAINSCREEN SIDING VENT BASIS-OF-DESIGN: CORAVENT INC. RAINSCREEN SIDING SYSTEM STURDI-STRIP WEATHER BARRIER SOFFIT VENT BASIS-OF-DESIGN: FRY REGLET PERIMETER SOFFIT VENT 1680-V; BLACK POWDER-COAT FINISH ROUT BOARD EDGE TO FIT TRIM 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.2/5/2021 8:25:24 PMA455 WALL SECTIONS 02/05/2021 2018089 CRB, GLM Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/2" = 1'-0"A9 WALL SECTION AT MAIN ENTRANCE 1/2" = 1'-0"A5 WALL SECTION AT MAIN LOBBY 1/2" = 1'-0"G5 WALL SECTION @ STAIR 2 ROOF REVISION SCHEDULE NAME DATE 1 1/2" = 1'-0"A2 SECTION @ WOOD RAINSCREEN 1 1/2" = 1'-0"F2 CEILING DETAIL @ AIR CURTAIN 1 1/2" = 1'-0"D2 WOOD RAINSCREEN SOFFIT VENT Received by DiMarco 2/15/2021 S S C 3.8 A1 A461 ________________________________________________ A4 A461 ________________________________________________ 100EB ELEV B 100EA ELEV A PROVIDE EXTENDED FRAME AND THRESHOLD AT REAR DOORS, TYPICAL SUMP PROVIDE EXTENDED FRAME AND THRESHOLD AT REAR DOORS, TYPICAL 4C 9 9 9 5A12' - 4 1/2" CLEAR10 1/8" F11 A461 ________________________________________________ WALL ACCENT PANEL, TYPICAL AROUND ELEVATOR CORE, REFER TO FINISH PLANS 4C 4D4D 5A2 3/4"12' - 1 1/2"6 1/2"6 1/8"CERAMIC TILE ACCENT WALL, TYPICAL AT EWC, REFER TO FINISH PLANS A461 H1 TYP A461 H3 TYP A461 H5 TYP C11 A461 ________________________________________________ 3' - 5 5/8"17' - 4 3/8"2' - 2"2' - 7 1/2"1' - 6 3/4"5' - 3 1/4"1' - 6 3/4"2' - 7 1/2"3' - 5 5/8"18' - 0"1' - 6 3/8" 7C 7C 7C 7C 4A4A 4A 4A4A 11' - 8 3/4" CLEAR16' - 8 3/4" CLEAR CLEAR 3' - 3 1/4" SILL ASSEMBLY BY ELEVATOR MANUFACTURER SLAB EDGE, REFER TO STRUCTURAL DRAWINGS FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" ROOF 174' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" 3.8A4 A461 ________________________________________________16' - 0"14' - 0"15' - 6"14' - 6"14' - 0"4' - 0"STEEL LADDER BY ELEVATOR MANUFACTURER DOOR BY ELEVATOR MANUFACTURER, TYP HOISTWAY BEAM CONFIRM WITH ELEVATOR MFR12' - 11"7' - 9" CAB HEIGHTCONFIRM PIT DEPTH WITH ELEVATOR MANUFACTURERSTAINLESS STEEL SIX- PANEL LED DROP CEILING RECESSED LED LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS, TYP EQ EQ EQEQEQC A1 A461 ________________________________________________ A4 A461 ________________________________________________ SUMP , REFER TO PLUMBING DRAWINGS STEEL LADDER TO PIT, BY ELEVATOR MANUFACTURER SUMP , REFER TO PLUMBING DRAWINGSSLOPE 1/4" PER FOOTSLOPE 1/4" PER FOOTSLOPE 1/4" PER FOOT SLOPE 1/4" PER FOOT 16' - 8 3/4" CLEAR 11' - 8 3/4" CLEARCONCRETE FOUNDATION WALL, REFER TO STRUCTURAL DRAWINGS, TYP WALL CONSTRUCTION AS SCHEDULED MODULAR PROFILE PANEL7"CLEATS 1/16"1/16"CLEATS, ALLOW FOR 1/16" AIR SPACE CLEATS, ALLOW FOR 1/16" AIR SPACE 2"1/16"1/16"3/4" FASTENER TOP CLEAT MIDDLE CLEAT BOTTOM CLEAT TERRAZZO TILE BASE AT FIRST FLOOR LOBBY & SECOND FLOOR MEZZANINE ONLY, RESILIENT BASE ALL OTHER LOCATIONS)8"1x4 WOOD BLOCKING B11 A461 ________________________________________________APPLIES TO JOINTS BETWEEN ABUTTING PANELS EQEQ2"LINE OF CEILING CONTINUOUS STAINLESS STEEL EDGE TRIM, BASIS OF DESIGN SCHLUTER, RICHEILIEU OR EQUAL MODULAR PROFILE PANEL GLUE JOINT, FOR SEAMLESS INSTALLATION2"3/4"BISCUIT PANEL CLEAT WALL AS SCHEDULED FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" ROOF 174' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" C A1 A461 ________________________________________________16' - 0"14' - 0"15' - 6"14' - 6"14' - 0"4' - 0"STEEL LADDER BY ELEVATOR MANUFACTURER DOOR BY ELEVATOR MANUFACTURER, TYP7' - 9" CAB HEIGHTCONFIRM WITH ELEVATOR MFR12' - 11"HOISTWAY BEAM 7' - 0" CLEAR OPENINGCONFIRM PIT DEPTH WITH ELEVATOR MANUFACTURER7' - 10" ROUGH OPENINGMODULAR PROFILE PANEL 1x4 BLOCKING CONTINUOUS STAINLESS STEEL CORNER TRIM, BASIS OF DESIGN SCHLUTER, RICHEILIEU OR EQUAL WALL AS SCHEDULED WALL AS SCHEDULED 3/4" MODULAR PROFILE PANEL 1x4 BLOCKING CONTINUOUS STAINLESS STEEL CORNER TRIM, BASIS OF DESIGN SCHLUTER, RICHEILIEU OR EQUAL135°WALL AS SCHEDULED MODULAR PROFILE PANEL 1x4 BLOCKING CONTINUOUS STAINLESS STEEL CORNER TRIM, BASIS OF DESIGN SCHLUTER, RICHEILIEU OR EQUAL CERAMIC TILE ACCENT WALL PROVIDE FLUSH EXTENDED BACK BOXES AS REQUIRED TO MOUNT ELECTRICAL DEVICES AT MODULAR PROFILE PANEL (TYPICAL AT ELEVATOR DEVICES, ELECTRICAL OUTLETS, DOOR HARDWARE PLATES, ETC.) 1x4 WOOD BLOCKING CONTINUOUS STAINLESS STEEL EDGE TRIM CONTINUOUS STAINLESS STEEL EDGE TRIM 1x4 WOOD BLOCKING MODULAR PROFILE PANEL MODULAR PROFILE PANEL 1/4" HOISTWAY BEAM SPRINKLER HEAD AT TOP OF ELEVATOR SHAFT, REFER TO FIRE PROTECTION DRAWINGS SMOKE DETECTOR AT TOP OF ELEVATOR SHAFT, REFER TO ELECTRICAL DRAWINGS THERMO DETECTOR AT TOP OF ELEVATOR SHAFT, REFER TO ELECTRICAL DRAWINGS 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.2/5/2021 4:52:40 PMA461 ELEVATOR PLANS, SECTIONS & DETAILS 02/05/2021 2018089 CRB/KAS/AMW Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/8" = 1'-0"C7 ELEVATOR PLAN - ALL FLOORS 1/4" = 1'-0"A1 ELEVATOR SECTION - LOOKING NORTH 3/8" = 1'-0"H7 ELEVATOR CAB REFLECTED CEILING PLAN - TYPICAL 3/8" = 1'-0"A7 ELEVATOR PIT PLAN 3" = 1'-0"F11 WALL ACCENT PANEL VERTICAL SECTION 3" = 1'-0"B11 WALL ACCENT PANEL HORIZONTAL SECTION 1/4" = 1'-0"A4 ELEVATOR SECTION - LOOKING WEST 6" = 1'-0"H1 WALL ACCENT PANEL - OUTSIDE CORNER 1 6" = 1'-0"H3 WALL ACCENT PANEL - OUTSIDE CORNER 2 6" = 1'-0"H5 WALL ACCENT PANEL - INSIDE CORNER 6" = 1'-0"C11 WALL ACCENT PANEL DEVICE INTERFACE 3/8" = 1'-0"F7 ELEVATOR HOISTWAY REFLECTED CEILING PLAN REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 3 3.8 A9 A463 ________________________________________________ A6 A463 ________________________________________________ OPEN TO SLOPED 2HR BARRIER BELOW D A605 C1 A605C7 A605 C4 A605 C10 12 12 TYPE 1 GUARDRAIL & HANDRAIL, EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL2"5' - 0"2"12' - 7"2"7' - 1 1/2"5" 78°A1 A463 ________________________________________________ 2' - 2 7/8 " 2 3' - 8 3 /8 " 114' - 0" TYPE 3A HANDRAIL A3 A463 ________________________________________________ 9 9 5D 1' - 3 1/2"ST1-2B UPDN2"6' - 9" SECOND FLOOR DN TO LANDING 11' - 0" - 12 TREAD 7' - 3 1/2" ST1-2A TYPE 1 GUARDRAIL AND HANDRAIL G6 A469 TYP ________________________________________________ G6 A469 TYP ________________________________________________ EDGE OF SLAB T YPE 3 HA ND R A IL EDGE OF SLAB 16' - 5"1' - 11 1/2"5' - 0" CLEAR5' - 4"5' - 4"8" 6 ' - 6 1/2" 1 1 ' - 0" - 12 T REA DS @ 11" 6 ' - 1 1 /2" 12 12 120' - 11 1/2" A468 H10 SIM 12 A468 H10 SIM ST1-2 STAIR 1102°9 A605 F4 A605 F1 12" T Y P 5' - 0" CLEARA605 H4 SIM 9 9 9 9 3 3.8 A9 A463 ________________________________________________ A6 A463 ________________________________________________ OPEN TO BELOW D A1 A463 ________________________________________________ 2B 2B 9 5D 2B 4A 4A 12 2"5' - 0"2"12' - 7"2"6' - 10" 1' - 2 " 6' - 4 1 /4 " 12' - 10" - 14 TREAD S @ 1 1 " 4' - 5 3 /4 " S O LI D SU R FA CE S ILL (SS 4 ) A3 A463 ________________________________________________ TYPE 1 GUARDRAIL & HANDRAIL, EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL TYPE 3 HANDRAILTYPE 1 GUARDRAIL AND HANDRAIL UPDNG6 A469 TYP ________________________________________________5' - 1 1/2"13' - 1 1/2"ST1-3 EDGE OF SLAB EDGE OF SLAB S O LID SU R FA CE S ILL (SS 4 ) 5D1' - 7"11' - 6"128' - 6" G6 A469 TYP ________________________________________________102°5' - 0" CLEAR5' - 4"136' - 6 1/2"5' - 4"5' - 0" CLEAR2"5' - 10 1/8" THIRD FLOOR DN TO LANDING 11' - 11" - 13 TREADS @ 11"7' - 1 1/4" A468 H10 SIM ST1-3 STAIR 1 R ET U RN TYP E 1 G UA RDRAI L A ND H A N DRAIL TO F AC E O F CU R TAIN W ALL TYPE 1 G UA RDRAIL A N D H A N D RA IL 2"A503 A11 A503 A5 A503 A7 3/4"3 3.8 A9 A463 ________________________________________________ A6 A463 ________________________________________________ D 10"4' - 0"1' - 0"A605 A10 A605A7 A605 A4 1' - 8 1/2" 12 12 2A 2B 2A 12 5D PLANTER BED (BELOW) CURVED SOLID SURFACE BENCH/PLANTER, SEE ENLARGED PLANS2' - 0"TYPE 1A GUARDRAIL AND HANDRAIL 100' - 0" PRECAST CONCRETE STAIR FROM 1ST TO 2ND FLOOR A1 A463 ________________________________________________ 8 " 2' - 2 3/4" 6 1 /8" 6' - 10 5/8 " 9 ' - 2" - 10 TREADS @ 1 1 "1' - 2 3/4"11' - 7 7/8"LINE OF SUPPORT WALL BELOW TYPE 3A HAND R A IL U P A3 A463 ________________________________________________ ST1-1A 9 9 12 2B 5' - 8 7/8" 5D5D 102°7C 7C 7C 4C 7C 7C 5D A LI G N 2A 9 ST1-1 STAIR 1 1' - 3 1/2"A562 G45' - 2" CLEAR5' - 7"3 3.8 A9 A463 ________________________________________________ A6 A463 ________________________________________________ D A1 A463 ________________________________________________ OPEN TO BELOW O PE N T O B E LOW 2"5' - 0"2"12' - 7"2"6' - 10" 144' - 0" 2B 122B 2B 9 9 4A 4A 1 ' - 2" 6 ' - 4 1/4" 11 ' - 0 " - 12 TREADS @ 1 1" 1' - 5 3/4 " 4' - 6 1 /2 "2"A3 A463 ________________________________________________UPDNTYPE 1 GUARDRAIL & HANDRAIL, EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL TYPE 3 HANDRAILTYPE 1 GUARDRAIL AND HANDRAIL G6 A469 TYP ________________________________________________ EDGE OF SLAB 9 ST1-4 EDGE OF SLAB R ET U RN TYP E 1 G UA RDRAIL A ND H A N DRAIL TO F AC E OF CU R TA IN W ALL T YPE 1 G UA RDRAIL A N D H A N D RA IL 1' - 8"11' - 5"5' - 1 1/2"13' - 1 1/2"G6 A469 TYP ________________________________________________ 2' - 0" 6 "5' - 4"5' - 4"5' - 0" CLEAR151' - 0" 2"6' - 9 1/8" FOURTH FLOOR DN TO LANDING 11' - 0" - 12 TREADS @ 11"7' - 1 1/4" A468 H10 SIM 5' - 0" CLEARST1-4 STAIR 1 A503 A11 A503 A7 A503 A5 3 3.8 A9 A463 ________________________________________________ A6 A463 ________________________________________________ D A1 A463 ________________________________________________2"2B4A 4A 9 2B 12 1 ' - 2 " 1 8' - 10" 2"5' - 0"2"19' - 7"A3 A463 ________________________________________________ TYPE 1 GUARDRAIL & HANDRAIL, EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL TYPE 3 HANDRAILTYPE 1 GUARDRAIL AND HANDRAIL DN2B 158' - 0" OPEN TO BELOW G6 A469 TYP ________________________________________________5' - 1 1/2"13' - 1 1/2"EDGE OF SLAB1' - 8"11' - 5"99 G6 A469 TYP ________________________________________________5' - 0" CLEAR5' - 0" CLEAR5' - 4"5' - 4"2 ' - 0" 2"6' - 9 1/8" FIFTH FLOOR DN TO LANDING 11' - 0" - 12 TREADS @ 11" 7' - 1 1/4" A468 H10 SIM 151' - 0" ST1-5 ST1-5 STAIR 1 O PE N T O B E LOW R ET U RN TYP E 1 G UA RDRAIL A ND H A N DRAIL TO F AC E OF CU R TA IN W ALL T YPE 1 G UA RDRAIL A N D H A N D RA IL A503 A5 A503 A7 3 A9 A463 ________________________________________________ A6 A463 ________________________________________________ D A3 A463 ________________________________________________106' - 5"TYPE 1A GUARDRAIL AND HANDRAIL TYPE 3A HANDRAIL 102°1' - 2 3/4"11' - 7 7/8"TYPE 3A HANDRAIL PRE CAST CONCRETE STAIR FROM 1ST TO 2ND FLOOR TYPE 1A GUARDRAIL & HANDRAIL, EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL 5' - 8"2B 5D5D 5D 2B 2A 5' - 6"5' - 0" CLEARCAST IN PLACE STAIR LANDING, REFER ALSO TO STRUCTURAL DRAWINGS A468 H10 SIM 5D 2A 5' - 2" CLEARDATE: 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.2/5/2021 4:52:47 PMA462 STAIR #1 PLANS 02/05/2021 2018089 CRB, KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/8" = 1'-0"D1 STAIR #1 PLAN - SECOND FLOOR 3/8" = 1'-0"G1 STAIR #1 PLAN- THIRD FLOOR 3/8" = 1'-0"A1 STAIR #1 PLAN - FIRST FLOOR 3/8" = 1'-0"D7 STAIR #1 PLAN- FOURTH FLOOR 3/8" = 1'-0"G7 STAIR #1 PLAN - FIFTH FLOOR 3/8" = 1'-0"A7 STAIR #1 PLAN - FIRST FLOOR LANDING REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" ROOF 174' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" 3 3.8 12 RISERS @ 7"7' - 0"12 RISERS @ 7"7' - 0"14 RISERS @ 6 7/8"7' - 5 1/2"13 RISERS @ 6 7/8"8' - 0 1/2"10' - 10"8' - 3"11' - 0"13' - 0"12' - 0"13 RISERS @ 6 7/8"7' - 6 1/2"12 RISERS @ 6 7/8"6' - 11 1/2"12 RISERS @ 7"7' - 7"11 RISERS @ 7"6' - 5"A469 D7 TYP A469 E10 TYP G1 A468 TYP ________________________________________________ CEILING SYSTEM, REFER TO RCP CEILING SYSTEM, REFER TO RCP CEILING SYSTEM, REFER TO RCP11' - 6"TYPE 1 GUARDRAIL AND HANDRAIL EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL TYPE 1 GUARDRAIL AND HANDRAIL EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL TYPE 1 GUARDRAIL AND HANDRAIL TYPE 1 GUARDRAIL AND HANDRAIL EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL INTUMESCENT COATED STRUCTURE, TYP NON-COMBUSTIBLE CONCEALED SPACE BELOW STAIR TYPE 1A GUARDRAIL AND HANDRAIL CAST-IN-PLACE CONCRETE STAIR FROM 1ST TO 2ND FLOOR CEILING SYSTEM, REFER TO RCP, TYP 10' - 6"9 2BALIGNALIGN9 2BALIGNALIGN9 2B 9 2B 2B 11' - 9"CEILING SYSTEM, REFER TO RCP FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" ROOF 174' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" STAIR 1 -LANDING 1 106' -5" NON-COMBUSTIBLE CONCEALED SPACE BELOW STAIR CAST-IN-PLACE CONCRETE STAIR FROM 1ST TO 2ND FLOOR TYPE 3A HANDRAIL TYPE 3 HANDRAIL A469 A9 11' - 6"10' - 6"13' - 0"12' - 0"CEILING SYSTEM, REFER TO RCP CEILING SYSTEM, REFER TO RCP CEILING SYSTEM, REFER TO RCP 11' - 0"8' - 3"A469 D7 TYP G1 A468 TYP ________________________________________________ A1 A468 ________________________________________________ A7 A468 ________________________________________________ TYPE 1 GUARDRAIL AND HANDRAIL EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL TYPE 1 GUARDRAIL AND HANDRAIL EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL A468 G1 TYP TYPE 1 GUARDRAIL AND HANDRAIL 10' - 10"CEILING SYSTEM, REFER TO RCP, TYP 9 2BALIGNALIGNALIGNALIGN 9 2B 2B 9 9 2B REFER TO A002 FOR UL ASSEMBLY, TYP FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" ROOF 174' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" STAIR 1 -LANDING 1 106' -5" PARAPET -LOW POINT 179' -4"1' - 8 1/2"SOLID SURFACE SILL 9 2A ALIGNREFER TO A002 FOR UL ASSEMBLY, TYP FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" ROOF 174' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" STAIR 1 -LANDING 1 106' -5"11 RISERS @ 7"6' - 5"12 RISERS @ 7"7' - 7"12 RISERS @ 6 7/8"6' - 11 1/2"13 RISERS @ 6 7/8"7' - 6 1/2"14 RISERS @ 6 7/8"8' - 0 1/2"13 RISERS @ 6 7/8"7' - 5 1/2"12 RISERS @ 7"7' - 0"12 RISERS @ 7"7' - 0"TYPE 1 GUARDRAIL AND HANDRAIL EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS WITH ADJACENT GUARDRAIL AND HANDRAIL G1 A468 TYP ________________________________________________ TYPE 1 GUARDRAIL AND HANDRAIL EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS WITH ADJACENT GUARDRAIL AND HANDRAIL CAST-IN-PLACE CONCRETE STAIR FROM 1ST TO 2ND FLOOR WITH PRECAST TERRAZZO TREADS, RISERS & MID-LANDING TYPE 1 GUARDRAIL AND HANDRAIL EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS WITH ADJACENT GUARDRAIL AND HANDRAIL TYPE 1A GUARDRAIL AND HANDRAIL NON-COMBUSTIBLE CONCEALED SPACE BELOW STAIRA469 A9 A469 D7 TYP A469 E10 TYP CEILING SYSTEM, REFER TO RCP, TYP CEILING SYSTEM, REFER TO RCP, TYP 9 2B ALIGNALIGNALIGNALIGN9 2B 9 2B 2B 9 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.2/5/2021 4:53:02 PMA463 STAIR #1 SECTIONS 02/05/2021 2018089 AMW, KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"A9 STAIR 1 SECTION - EAST/WEST 3 1/4" = 1'-0"A6 STAIR 1 SECTION - EAST/WEST 2 1/4" = 1'-0"A1 STAIR 1 SECTION - NORTH/SOUTH 1/4" = 1'-0"A3 STAIR #1 SECTION - EAST/WEST 1 REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 1 B C A5 A466 ________________________________________________ UP ST2-1 STAIR 2 ST2-1A ST2-1B 2B A1 A466 ________________________________________________ 9 9 9 2B 122B 3' - 4" CLEAR3' - 7 1/2"23' - 5 1/2"6' - 0 3/4"9' - 7 1/4"4 1/2" 4' - 4" 4' - 0" CLEAR A8 A466 ________________________________________________ WALL MOUNTED HANDRAIL TYPE 2 GUARDRAIL AND HANDRAIL 122 CORRIDOR 9' - 10" G6 A469 TYP ________________________________________________7' - 7 3/4"FIRST FLOOR UP TO LANDING11' - 0" - 12 TREADS @ 11"RETURN TYPE 2 GUARDRAIL TO WALL B.3 B.5 100' - 0" 1 B C A5 A466 ________________________________________________ UP DN 5' - 9 3/4"THIRD FLOOR UP TO LANDING12' - 10" - 14 TREADS @ 11"ST2-3 STAIR 2 304 CIRCULATIONA1 A466 ________________________________________________ ST2-3 2B 99 9 2B A8 A466 ________________________________________________ 10 3/4" 4' - 4" 4" 4' - 4" 4' - 0" CLEAR4' - 0" CLEAR 22' - 11 1/2"2' - 6 1/4"11' - 1 1/2"6' - 0"11' - 0" - 12 TREADS @ 11"5' - 9 3/4"10' - 10" 9 4' - 0"2"WALL MOUNTED HANDRAIL TERMINATE TYPE 2 GUARDRAIL AT FACE OF WALL TYPE 2 GUARDRAIL AND HANDRAIL G6 A469 TYP ________________________________________________ WALL MOUNTED HANDRAIL 4A G4 A469 TYP ________________________________________________ EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL EDGE OF SLAB B.3 B.5 OPEN TO ABOVE 121' - 6 1/2" 128' - 6" RETURN TYPE 2 GUARDRAIL TO FACE OF CURTAINWALL A503 D6 A503 E6 SOLID SURFACE SILL (SS4) LANDING CONNECTION TO STRUCTURAL FRAMING IS DELEGATED DESIGN TO STAIR MANUFACTURER/FABRICATOR ALIGN SEAL GAP PROVIDE EMSEAL HORIZONTAL COLORSEAL; COLOR TBD 2 1/2" 3" 1 B A5 A466 ________________________________________________ ST2-2 STAIR ST2-2A UP DN A1 A466 ________________________________________________ 2B 9 9 A8 A466 ________________________________________________ 5 1/2" 4' - 4" 4" 4' - 4" 4' - 0" CLEAR 4' - 0" CLEAR 3' - 4" CLEAR9' - 10" 9 3' - 7 1/2"22' - 11 1/2"G6 A469 TYP ________________________________________________ 2B 6' - 8 3/4"5' - 1"11' - 0" - 12 TREADS @ 11"6' - 8 3/4"WALL MOUNTED HANDRAIL TERMINATE TYPE 2 GUARDRAIL AT FACE OF WALL TYPE 2 GUARDRAIL AND HANDRAIL WALL MOUNTED HANDRAIL SECOND FLOOR UP TO LANDING11' - 11" - 13 TREADS @ 11"9' - 11 3/4" EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL 4' - 0"2"EDGE OF SLAB B.3 B.5 107' - 0" 114' - 0" RETURN TYPE 2 GUARDRAIL TO FACE OF CURTAINWALL LANDING CONNECTION TO STRUCTURAL FRAMING IS DELEGATED DESIGN TO STAIR MANUFACTURER/FABRICATOR 1 B A5 A466 ________________________________________________ ST2-4 STAIR 2 ST2-4 UP DN A1 A466 ________________________________________________ 9 9 2B 9 9 2B A8 A466 ________________________________________________3' - 4" CLEAR10' - 10" 9 10 3/4"4' - 4" 4"4' - 4" 4' - 0" CLEAR 3' - 7 1/2"22' - 11 1/2"11' - 1 1/2" 4' - 0" CLEAR 5' - 1"12' - 10" - 14 TREADS @ 11"4' - 10 3/4"G6 A469 TYP ________________________________________________ WALL MOUNTED HANDRAIL TERMINATE TYPE 2 GUARDRAIL AT FACE OF WALL TYPE 2 GUARDRAIL AND HANDRAIL WALL MOUNTED HANDRAIL 7' - 7 3/4"FOURTH FLOOR UP TO LANDING11' - 0" - 12 TREADS @ 11"4' - 0"2"G4 A469 TYP ________________________________________________ EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL EDGE OF SLAB 2' - 9"B.3 B.5 OPEN TO BELOW EXTENSION OF STRINGER TO SLAB EDGE136' - 3" 144' - 0"2' - 3 1/4"RETURN TYPE 2 GUARDRAIL TO FACE OF CURTAINWALL A503 D6 LANDING CONNECTION TO STRUCTURAL FRAMING IS DELEGATED DESIGN TO STAIR MANUFACTURER/FABRICATOR ALIGN 2 1/2" 3" SEAL GAP PROVIDE EMSEAL HORIZONTAL COLORSEAL; COLOR TBD 1 B C A5 A466 ________________________________________________ ST2-5 STAIR 2 504 CIRCULATION ST2-5 2B 4A 2B 999 9 UP DN A1 A466 ________________________________________________ A8 A466 ________________________________________________ 10 3/4" 4' - 4" 4" 4' - 4"3' - 4" CLEAR10' - 10" 9 4' - 0" CLEAR 4' - 0" CLEAR 3' - 7 1/2"22' - 11 1/2"6' - 0"11' - 0" - 12 TREADS @ 11"5' - 9 3/4"5' - 9 3/4"FIFTH FLOOR UP TO LANDING12' - 10" - 14 TREADS @ 11"4' - 0"2"WALL MOUNTED HANDRAIL TERMINATE TYPE 2 GUARDRAIL AT FACE OF WALL TYPE 2 GUARDRAIL AND HANDRAIL WALL MOUNTED HANDRAIL G6 A469 TYP ________________________________________________ G4 A469 TYP ________________________________________________ EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL EDGE OF SLAB B.3 B.5 OPEN TO BELOW 151' - 0" 158' - 0" RETURN TYPE 2 GUARDRAIL TO FACE OF CURTAINWALL A503 D6 A503 E6 ALIGN LANDING CONNECTION TO STRUCTURAL FRAMING IS DELEGATED DESIGN TO STAIR MANUFACTURER/FABRICATOR 2 1/2" 3" SEAL GAP PROVIDE EMSEAL HORIZONTAL COLORSEAL; COLOR TBD 1 B A5 A466 ________________________________________________ S600 STAIR 2 ST2-R A1 A466 ________________________________________________ A8 A466 ________________________________________________ DN 9 4' - 4" 4" 4' - 4" 4' - 0" CLEAR RETURN TYPE 2 GUARDRAIL TO WALL 22' - 10 3/4"3' - 7"2"4' - 0"5' - 1"11' - 11" - 13 TREADS @ 11"5' - 9"TYPE 2 GUARDRAIL AND HANDRAIL G6 A469 TYP ________________________________________________ WALL MOUNTED HANDRAIL TERMINATE TYPE 2 GUARDRAIL AT FACE OF WALL WALL MOUNTED HANDRAIL 3' - 4" CLEAREXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL B.3 B.5 166' - 0" G6 A469 TYP ________________________________________________ RETURN TYPE 2 GUARDRAIL TO WALL EDGE OF SLAB 174' - 0 1/4" 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.2/5/2021 4:53:08 PMA465 STAIR #2 PLANS 02/05/2021 2018089 AMW Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/8" = 1'-0"A1 STAIR #2 PLAN - FIRST FLOOR 3/8" = 1'-0"A5 STAIR #2 PLAN- THIRD FLOOR 3/8" = 1'-0"E1 STAIR #2 PLAN- SECOND FLOOR 3/8" = 1'-0"E5 STAIR #2 PLAN- FOURTH FLOOR 3/8" = 1'-0"A8 STAIR #2 PLAN - FIFTH FLOOR 3/8" = 1'-0"E9 STAIR #2 PLAN - ROOF REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" ROOF 174' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" B 14 RISERS @ 7"8' - 0"14 RISERS @ 7"8' - 0"12 RISERS @ 7"7' - 0"12 RISERS @ 7"7' - 0"14 RISERS @ 6 3/4"7' - 9"14 RISERS @ 6 3/4"7' - 9"12 RISERS @ 6 7/8"6' - 11 1/2"13 RISERS @ 6 7/8"7' - 6 1/2"12 RISERS @ 7"7' - 0"12 RISERS @ 7"7' - 0"A469 G11 TYP A469 G8 TYP WALL MOUNTED HANDRAIL, EXTEND TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL WALL MOUNTED HANDRAIL, EXTEND TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL WALL MOUNTED HANDRAIL, EXTEND TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL WALL MOUNTED HANDRAIL, EXTEND TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL WALL MOUNTED HANDRAIL, EXTEND TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL D1 A468 TYP ________________________________________________ A468 C7 TYP TYPE 2 GUARDRAIL AND HANDRAIL TYPE 2 GUARDRAIL AND HANDRAIL TYPE 2 GUARDRAIL AND HANDRAIL TYPE 2 GUARDRAIL AND HANDRAIL TYPE 2 GUARDRAIL AND HANDRAIL EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL B.3B.5 SPRAY FIRE- PROOFING AT STRUCTURE, TYP INTUMESCENT COATED STRUCTURE, TYP CEILING SYSTEM, REFER TO RCP CEILING SYSTEM, REFER TO RCP, TYP REFER TO A002 FOR UL ASSEMBLY, TYP FIRST FLOOR 100' -0" SECOND FLOOR 114' -0" ROOF 174' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" B PENTHOUSE 183' -4" T/O CURTAIN WALL 176' -4"14 RISERS @ 6 3/4"7' - 9"12 RISERS @ 7"7' - 0"14 RISERS @ 7"8' - 0"12 RISERS @ 6 7/78"6' - 11 1/2"12 RISERS @ 7"7' - 0"A469 G11 TYP A469 G8 TYP D1 A468 TYP ________________________________________________ B.3 B.5 TYPE 2 GUARDRAIL TYPE 2 GUARDRAIL AND HANDRAIL TYPE 2 GUARDRAIL AND HANDRAIL TYPE 2 GUARDRAIL AND HANDRAIL TYPE 2 GUARDRAIL AND HANDRAIL TYPE 2 GUARDRAIL AND HANDRAIL RETURN TYPE 2 GUARDRAIL TO FACE OF WALLALIGN7' - 0 3/4"ALIGN B10 A002 TYP ________________________________________________ALIGNFIRST FLOOR 100' -0" SECOND FLOOR 114' -0" ROOF 174' -0" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" 1 PENTHOUSE 183' -4" PARAPET -LOW POINT 179' -4" WALL MOUNTED HANDRAIL, EXTEND TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL WALL MOUNTED HANDRAIL, EXTEND TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL WALL MOUNTED HANDRAIL, EXTEND TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL WALL MOUNTED HANDRAIL, EXTEND TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL WALL MOUNTED HANDRAIL, EXTEND TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL A468 D1 TYP A469 G6 TYP A468 H10 SIM 7' - 0"7' - 0"7' - 6 1/2"6' - 11 1/2"7' - 9"7' - 9"7' - 0"7' - 0"8' - 0"8' - 0"CEILING SYSTEM, REFER TO RCP REFER TO A002 FOR UL ASSEMBLY, TYP 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.2/5/2021 4:53:18 PMA466 STAIR #2 SECTIONS 02/05/2021 2018089 KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"A5 STAIR 2 SECTION - NORTH/SOUTH 1/4" = 1'-0"A1 STAIR 2 SECTION - NORTH/SOUTH CURTAINWALL 1/4" = 1'-0"A8 STAIR 2 SECTION - EAST/WEST REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 10CEILING HEIGHT REFER TO RCP 10 10 4A CEILING HEIGHT REFER TO RCP 10 4A 105 A E9 A467 ________________________________________________ TYPE 2 GUARDRAIL AND HANDRAILOPEN TO ABOVE 410 RESULTS ALCOVE ST3-4 STAIR 3 2" CURB WALL, PROVIDE TERRAZZO TILE ALL SIDES ZEN ROCK GARDEN BELOW STAIR RUN. BASIS OF DESIGN, 1"-2" DIAMETER WHITE RIVER ROCK 3A 3A 3A 3A 408A 410A 409A 10 10 11' - 3 1/2"8' - 4 3/4"5' - 11 3/4"16' - 0"3A 3A TYPE 3 HANDRAIL E6 A467 ________________________________________________ 10 UP 4' - 6" CLEAR B6 A467 ________________________________________________ 409 WOMEN'S SUB-WAIT 12' - 8"1' - 1"10"UP 5' - 4 1/2"4C 4C 144' - 0" WALL MOUNTED HANDRAIL G6 A469 TYP ________________________________________________ EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL A468 H10 SIM A6 A467 ________________________________________________4' - 6" CLEAR4' - 10"146' - 3" B10 A467 ________________________________________________ IWS 4D UNDER STAIR STRINGER TO TOP OF LANDING MIN 1' - 6" A467 A10 A467 A10 ROOF 174' -0" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" G1 A468 TYP ________________________________________________4 RISERS @ 6 3/4"2' - 3"21 RISERS @ 6 3/4"11' - 9"2" CURB TYPE 2 GUARDRAIL AND HANDRAIL STAIR 3 LANDING 146' -3" E10 A469 TYP ________________________________________________ B8 A467 ________________________________________________ 5 A E9 A467 ________________________________________________ OPEN TO BELOW 504 CIRCULATION ST3-5 STAIR 3 504A STAIR VESTIBULE 505 STAFF BREAK AREA E6 A467 ________________________________________________ TYPE 2 GUARDRAIL AND HANDRAIL TYPE 3 HANDRAIL3A 3A 1A 4A 3A 3A 504B 504AA 505A DN B6 A467 ________________________________________________ 3A E10 A469 TYP ________________________________________________ 1 ' - 1 "1 0 "1 1 "1' - 0" 12' - 8" EXTENSION OF STRINGER TO SLAB EDGE 505A STAFF TOILET B10 A467 ________________________________________________ 2' - 7" 4' - 6 " C L E A R10' - 11"11' - 5"1' - 11 3/4"8' - 0 1/8"4 1/4" B8 A467 ________________________________________________ALIGNROOF 174' -0" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" E9 A467 ________________________________________________ D1 A468 TYP ________________________________________________ A1 A468 ________________________________________________ STAIR 3 LANDING 146' -3"4 RISERS @ 6 3/4"2' - 3"21 RISERS @ 6 3/4"11' - 9"2" CURB TYPE 3 HANDRAIL TYPE 2 GUARDRAIL AND HANDRAIL ROOF 174' -0" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0"4 RISERS @ 6 3/4"2' - 3"21 RISERS @ 6 3/4"11' - 9"STAIR 3 LANDING 146' -3" TYPE 3 HANDRAIL TYPE 2 GUARDRAIL AND HANDRAIL 1/8"2" BASE EXTRUSION JAMB CONTINUOUS RACEWAY GASKET CONTINUOUS WEDGE GASKET 4 1/2"WALL CONSTRUCTION SEALANT CHANNEL GLASS 10 3/8"2"BASE EXTRUSION SILL CONTINUOUS RACEWAY GASKET FINGER GASKET ALUMINUM INSERT JAMB COVER BEYOND 4 1/2"1/8"CHANNEL GLASS ALUMINUM INSERT CONTINUOUS WEDGE GASKET SEALANT GYPSUM BOARD STAIR CONSTRUCTION CONTINUOUS SEALANT ALL SIDES, TYPICAL NEOPRENE SETTING BLOCK, PER MANUFACTURER RECOMMENDATIONS FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" 5 STAIR 3 LANDING 146' -3" A469 E10 TYPSIM TYPE 3 HANDRAIL TYPE 2 GUARDRAIL AND HANDRAIL WALL MOUNTED HANDRAIL 4 RISERS @ 6 3/4"2' - 3"21 RISERS @ 6 3/4"11' - 9"EXTEND GUARDRAIL AND HANDRAIL TO BE CONTINUOUS TO ADJACENT HANDRAIL & GUARDRAIL7' - 3"9' - 4"10' - 6"FIFTH FLOOR 158' -0" 5/8" ALUMINUM EDGE TRIM ALUMINUM TRIM FRY REGLET CORNER TRIM DMCT-1250; CLEAR ANODIZED FINISH PROVIDE MITERED CORNERS SHIM AS REQUIRED JAMB COVER BEYOND CHANNEL GLASS 1/2" TEMPERED GLAZING WITH APPLIED WINDOW FILM WF1 CONTINUOUS SEALANT ALL SIDES, TYPICAL GLAZING GASKET, PER MANUFACTURER RECOMMENDATIONS SHIM AS REQUIRED 1" BLACK FINISH ANODIZED ALUMINUM DEEP CHANNEL, BASIS OF DESIGN CR LAURENCE CASCADE GLASS WALL, FASTEN PER MANUFACTURER RECOMMENDATIONS NEOPRENE SETTING BLOCK, PER MANUFACTURER RECOMMENDATIONS 1/8" 2" BASE EXTRUSION JAMB CONTINUOUS RACEWAY GASKET CONTINUOUS WEDGE GASKET 4 1/2"CHANNEL GLASS JAMB SNAP COVER 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.2/5/2021 4:53:48 PMA467 STAIR #3 PLANS & SECTION 02/05/2021 2018089 KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/8" = 1'-0"C5 STAIR #3 PLAN- FOURTH FLOOR 1/4" = 1'-0"E9 STAIR #3 SECTION - LOOKING NORTH 3/8" = 1'-0"C1 STAIR #3 PLAN - FIFTH FLOOR 1/4" = 1'-0"E6 STAIR #3 SECTION - LOOKING EAST 1/4" = 1'-0"B6 STAIR #3 SECTION 3" = 1'-0"A10 CHANNEL GLASS JAMB DETAIL 3" = 1'-0"B10 CHANNEL GLASS SECTION DETAIL 1/4" = 1'-0"A6 STAIR #3 SECTION - LOOKING EAST @ FOURTH FLOOR REVISION SCHEDULE NAME DATE 1 1/2" = 1'-0"B8 CHANNEL GLASS SECTION AT FLOOR SLAB DETAIL 3" = 1'-0"A8 CHANNEL GLASS EDGE DETAIL Received by DiMarco 2/15/2021 4A 5D CEILING HEIGHT REFER TO RCPFS-1LINE OF STAIR ENCLOSURE WALL 1 1/2" DIAMETER HANDRAIL, MAPLE, CLEAR FINISH. MOUNT TO POST ON 1/2"x1/2" STEEL BAR 5/8" GYPSUM BOARD ON 1 1/2" DRYWALL SUSPENSION SYSTEM. PROVIDE WALL ANGLE AT STRINGERS C12 CHANNEL STRINGER, DELEGATED DESIGN. STEEL FABRICATOR TO DETERMINE FINAL REQUIRED SIZE 1/4" STEEL PLATE WELDED TO STRINGER. GRIND SMOOTH ALL WELDS AND EASE EDGES TO PROVIDE CLEAN CLOSED STRINGER APPEARANCE 1/2" 2" x 1/2" STAINLESS STEEL PLATE UPRIGHTS AT 4'-0" ON CENTER MAX, EASE EDGES AND CORNERS 2" x 1/2" STAINLESS STEEL TOP RAIL, EASE EDGES CLEAR 2 1/4" 2"x4"X3/8" UPRIGHT ANGLE MOUNT, BOLT TO STRINGER AND PROVIDE PAINTABLE BOLT CAPS6"3' - 0"3' - 6"4"FULL SETTING BED UNDER TREAD AND BEHIND RISER PRECAST EPOXY TERRAZZO TREAD AND RISER, REFER TO FINISH SCHEDULE (2) 2" X 1/2" STEEL POSTS, MITER CORNERS & WELD, GRIND JOINT SMOOTH (TYPICAL) 2" X 1/2" STEEL TOP RAIL ABOVE EDGE OF STRINGER BELOW 1 1/2" DIAMETER HANDRAIL, MAPLE CLEAR FINISH 3"3" 1 1/2"2 1/4"2 1/4"1 1/2"2"X4" STEEL UPRIGHT POST MOUNT 1 1/2" DIAMETER HANDRAIL STEEL TOP RAIL, EASE EDGES HANDRAIL AT WALL BEYOND 2 1/2"4"4" STAIR CONSTRUCTION NOTE: PAINT ALL EXPOSED STEEL, REFER TO FINISH PLANS 3' - 0"1 1/2" CONCRETE FILL TYPICAL ALL METAL PAN STAIRS 7" CONTINUOUS HANDRAIL FORM SMOOTH TRANSITIONS AT TURN AROUND RAILING PLAN @ CENTER TRANSITION DOWN UP ELEVATION AT LANDING CONTINUOUS HANDRAIL FORM SMOOTH TRANSITIONS AT TURN AROUND STEEL GUARDRAIL & SUPPORT STEEL GUARDRAIL SUPPORT & STRINGER CONTINUOUS HANDRAIL - FORM SMOOTH TRANSITIONS 2"3" C12 CHANNEL STRINGER, UON NOTE: PAINT ALL EXPOSED STEEL, REFER TO FINISH PLANS 1 1/2" CONCRETE FILL METAL PAN STAIR TREAD, BEYOND3' - 0"3' - 0"4" 1" x 3/8" STEEL PLATE HORIZONTAL RAILS (TYP) 2" x 1/2" STEEL TOP RAIL, EASE EDGES 1 1/2" DIAMETER HANDRAIL, MAPLE, CLEAR FINISH. RETURN HANDRAIL TO FACE OF 2"X4" UPRIGHT POST 2"x4"x3/8" UPRIGHT ANGLE MOUNT. BOLT TO STRINGER AND PROVIDE PAINTABLE BOLT CAPS 4"2" 4" 1' - 0" 2"x4" STEEL POST MOUNT, BOLT TO STRINGER AND PROVIDE PAINTABLE BOLT CAPS RETURN HANDRAIL TO FACE OF 2"X4" UPRIGHT POST 2" x 1/2" STEEL PLATE UPRIGHTS AT 4'-0" ON CENTER MAX TYP3 1/2"3' - 0"3' - 6"1" x 3/8" STEEL PLATE HORIZONTAL RAILS (TYP) 2" x 1/2" STEEL TOP RAIL, EASE EDGES 1 1/2" DIAMETER HANDRAIL, MAPLE, CLEAR FINISH 4"4"3' - 6" - AT NOSE OF TREAD6"3' - 0" - AT NOSE OF TREADCLEAR 2 1/4" 2"x4"X3/8" UPRIGHT ANGLE MOUNT. BOLT TO STRINGER AND PROVIDE PAINTABLE BOLT CAPSTYP3 1/2"REFER TO STAIR PLANS STAIR WIDTH 1 1/2" CONCRETE FILL METAL PAN STAIR TREAD, REFER TO FINISH PLAN FOR STAIR FINISH C12 CHANNEL STRINGER UON NOTE: PAINT ALL EXPOSED STEEL, REFER TO FINISH PLANS CLEAR WIDTH 2"1/4" STEEL PLATE WELDED TO STRINGER, AT CURTAINWALL LOCATION ONLY. GRIND SMOOTH ALL WELDS AND EASE EDGES TO PROVIDE CLEAN CLOSED STRINGER APPEARANCE 2" x 1/2" STEEL PLATE UPRIGHTS AT 4'-0" ON CENTER MAX 3' - 0"1' - 0" 1' - 0"ABOVE NOSING3' - 0"ABOVE NOSING3' - 0"EXTEND HANDRAIL HORIZONTAL FOR 1'-0" AT TOP OF STAIR RUNS EXTEND HANDRAIL FOR 1'-0" AT BOTTOM OF STAIR RUNS RETURN TO WALL RETURN TO WALL3'-0" ABOVE NOSING OR FINISH FLOOR UON4'-0" OC MAX. 1/4"1/4"2 1/4" 2 5 /8 " 1 1/2" DIAMETER HANDRAIL, MAPLE, CLEAR FINISH STAINLESS STEEL HANDRAIL BRACKET (STAIR 1) 1 1/2" DIAMETER HANDRAIL, MAPLE, CLEAR FINISH STAINLESS STEEL HANDRAIL BRACKET (STAIR 1) 1 1/2" DIAMETER HANDRAIL, MAPLE, CLEAR FINISH, RETURN ALL ENDS TO WALL OR GUARDRAIL END POST STAINLESS STEEL HANDRAIL BRACKET (STAIR 1)PAINTED STEEL HANDRAIL BRACKET (STAIR 2) PAINTED STEEL HANDRAIL BRACKET (STAIR 2) PAINTED STEEL HANDRAIL BRACKET (STAIR 2) STAINLESS STEEL CABLE RAIL (TYP) 2" x 1/2" STAINLESS STEEL PLATE UPRIGHTS AT 4'-0" ON CENTER MAX 2" x 1/2" STAINLESS STEEL TOP RAIL, EASE EDGES 1 1/2" DIAMETER HANDRAIL, MAPLE, CLEAR FINISH. RETURN HANDRAIL TO FACE OF 2"X4" UPRIGHT POST 3/4"x3/4" STAINLESS STEEL BOTTOM RAIL 2"x4" STAINLESS STEEL UPRIGHT POST MOUNT, BOLT TO STRINGER AND PROVIDE PAINTABLE BOLT CAPS CABLE RAIL TENSIONER C12 CHANNEL STRINGER, UON TERRAZZO TILE TREAD AND RISER IN METAL PAN STAIR, BEYOND3' - 0"3 1/2"3"4"2" 4" 1' - 0" RETURN HANDRAIL TO FACE OF 2"X4" UPRIGHT POST 3' - 0"3' - 6"STAINLESS STEEL CABLE RAIL (TYP) 2" x 1/2" STAINLESS STEEL PLATE UPRIGHTS AT 4'-0" ON CENTER MAX 2" x 1/2" STAINLESS STEEL TOP RAIL, EASE EDGES 1 1/2" DIAMETER HANDRAIL, MAPLE, CLEAR FINISH 3"3 1/2"C12 CHANNEL STRINGER, UON3' - 6" - AT NOSE OF TREAD6"3' - 0" - AT NOSE OF TREADCLEAR 2 1/4" 3/4"x3/4" STAINLESS STEEL BOTTOM RAILTYP3 1/2"2"x4"X3/8" UPRIGHT ANGLE MOUNT, BOLT TO STRINGER AND PROVIDE PAINTABLE BOLT CAPS REFER TO STAIR PLANS STAIR WIDTH CLEAR WIDTH 1/4" STEEL PLATE WELDED TO STRINGER. GRIND SMOOTH ALL WELDS AND EASE EDGES TO PROVIDE CLEAN CLOSED STRINGER APPEARANCE 5/8" GYPSUM BOARD ON 1 1/2" DRYWALL SUSPENSION SYSTEM. PROVIDE WALL ANGLE AT STRINGERS4"FULL SETTING BED UNDER TREAD AND BEHIND RISER PRECAST EPOXY TERRAZZO TREAD AND RISER, REFER TO FINISH SCHEDULE LINE OF STAIR ENCLOSURE WALL 1 1/2" DIAMETER HANDRAIL, MAPLE, CLEAR FINISH. MOUNT TO POST ON 1/2"x1/2" STEEL BAR 2" x 1/2" STAINLESS STEEL PLATE UPRIGHTS AT 4'-0" ON CENTER MAX, EASE EDGES AND CORNERS 2" x 1/2" STAINLESS STEEL TOP RAIL, EASE EDGES CLEAR 2 1/4"6"PRECAST CONCRETE STAIR 2"x4"X3/8" UPRIGHT ANGLE MOUNT, BOLT TO STRINGER AND PROVIDE PAINTABLE BOLT CAPS 1" FULL SETTING BED UNDER TREAD AND BEHIND RISER PRECAST EPOXY TERRAZZO TREAD AND RISER, REFER TO FINISH SCHEDULE 1 1/2" DIAMETER HANDRAIL, MAPLE, CLEAR FINISH. MOUNT TO POST ON 1/2"x1/2" STEEL BAR TERRAZZO TILE TREAD 2" x 1/2" STAINLESS STEEL PLATE UPRIGHTS AT 4'-0" ON CENTER MAX, EASE EDGES AND CORNERS 2" x 1/2" STAINLESS STEEL TOP RAIL, EASE EDGES CLEAR 2 1/4"6"3' - 0" - AT NOSE OF TREADPRECAST CONCRETE STAIR 2"x4"X3/8" UPRIGHT ANGLE MOUNT, BOLT TO STRINGER AND PROVIDE PAINTABLE BOLT CAPS STAINLESS STEEL CABLE RAIL (TYP) 3/4"x3/4" STAINLESS STEEL BOTTOM RAIL 2 1/2"GYPSUM BOARD FURRING HAT CHANNEL AT UNDERSIDE OF PRE CAST CONCRETE STAIR3' - 6" - AT NOSE OF TREAD3 1/2"1" ALUMINUM GYPSUM BOARD J-MOLDING TO CAP END 1 1/2" DIAMETER HANDRAIL, MAPLE, CLEAR FINISH. MOUNT TO POST ON 1/2"x1/2" STEEL BAR TERRAZZO TILE, REFER TO FINISH SCHEDULE 2" x 1/2" STAINLESS STEEL PLATE UPRIGHTS AT 54'-0" ON CENTER MAX, EASE EDGES AND CORNERS 2" x 1/2" STAINLESS STEEL TOP RAIL, EASE EDGES CLEAR 2 1/4"6"3' - 0" - AT NOSE OF TREAD2"x4"X3/8" UPRIGHT ANGLE MOUNT, BOLT TO STRINGER AND PROVIDE PAINTABLE BOLT CAPS STAINLESS STEEL CABLE RAIL (TYP) 3/4"x3/4" STAINLESS STEEL BOTTOM RAIL 2 1/2"3' - 6" - AT NOSE OF TREAD3 1/2"5" FLUSH ANODIZED ALUMINUM TERMINATION STRIP CORNER BEAD 3" 2" x 1/2" STAINLESS STEEL PLATE UPRIGHTS AT 4'-0" ON CENTER MAX 2" x 1/2" STAINLESS STEEL TOP RAIL, EASE EDGES 1 1/2" DIAMETER HANDRAIL, MAPLE, CLEAR FINISH. RETURN HANDRAIL TO FACE OF 2"X4" UPRIGHT POST 2"x4" STAINLESS STEEL UPRIGHT POST MOUNT, BOLT TO STRINGER AND PROVIDE PAINTABLE BOLT CAPS C12 CHANNEL STRINGER, UON TERRAZZO TILE TREAD AND RISER IN METAL PAN STAIR, BEYOND3' - 0"4"2" 4" 1' - 0" RETURN HANDRAIL TO FACE OF 2"X4" UPRIGHT POST 3' - 0"3' - 6"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.2/5/2021 4:53:52 PMA468 GUARDRAIL & HANDRAIL DETAILS 02/05/2021 2018089 KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1 1/2" = 1'-0"A1 TYPE 3 HANDRAIL - SECTION 1 1/2" = 1'-0"H8 PLAN DETAIL AT GUARDRAIL CORNER 1 1/2" = 1'-0"C7 GUARDRAIL AT STAIR LANDING 1 1/2" = 1'-0"D9 TYPICAL HANDRAIL & GUARDRAIL TRANSITION 1 1/2" = 1'-0"D3 TYPE 2 HORIZONTAL GUARDRAIL - ELEVATION 1 1/2" = 1'-0"D1 TYPE 2 HORIZONTAL GUARDRAIL - SECTION 3/4" = 1'-0"F10 TYPICAL WALL MOUNTED HAND RAIL – EXTENSIONS 1 1/2" = 1'-0"H10 WALL MOUNTED HANDRAIL - MAPLE 1 1/2" = 1'-0"G3 TYPE 1 HORIZONTAL GUARDRAIL - CABLE RAIL - ELEVATION 1 1/2" = 1'-0"G1 TYPE 1 HORIZONTAL GUARDRAIL - CABLE RAIL - SECTION 1 1/2" = 1'-0"A7 TYPE 3A HANDRAIL - SECTION 1 1/2" = 1'-0"G7 TYPE 1A HORIZONTAL GUARDRAIL - CABLE RAIL- SECTION 1 1/2" = 1'-0"A10 TYPE 1 HORIZONTAL GUARDRAIL AT BALCONY - CABLE RAIL 1 1/2" = 1'-0"A3 TYPE 3 HANDRAIL - ELEVATION REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 CEILING HEIGHT REFER TO RCP 1/8" EPOXY GROUT JOINT, TYP FULL SETTING BED UNDER TREAD AND BEHIND RISER EPOXY ABRASIVES, TYP CAST IN PLACE CONCRETE LANDING PRECAST CONCRETE STAIR POUR STOP, REFER TO STRUCTURAL DRAWINGS PRECAST EPOXY TERRAZZO PANEL AT LANDING, REFER TO FINISH SCHEDULE SECTIONSEE STAIR11"1" PRECAST EPOXY TERRAZZO TREAD AND RISER, REFER TO FINISH SCHEDULE 1/4" A469 A7 11"4"4"SECTIONSEE STAIR1 1/2" CONCRETE FILL TYPICAL ALL METAL PAN STAIRS PAINT ALL EXPOSED STEEL, REFER TO FINISH PLANS RUBBER STAIR TREAD, WITH CONTRASTING MARKING STRIPE AT NOSING C12 CHANNEL STRINGER, UON 1" METAL STAIR PAN RUBBER STAIR RISER 1 1/2" CONCRETE FILL TYPICAL ALL METAL PAN STAIRS 11"11"4"SECTIONSEE STAIRRUBBER STAIR TREAD, WITH CONTRASTING MARKING STRIPE AT NOSING C12 CHANNEL STRINGER, UON PAINT ALL EXPOSED STEEL, REFER TO FINISH PLANS METAL STAIR PAN 1"RUBBER STAIR RISER POUR STOP, REFER TO STRUCTURAL DRAWINGS 4" STAIR CONSTRUCTION SEE STRUCTURAL DRAWINGS CONCRETE FILLED METAL PAN LANDING CLIP ANGLE STRINGER DIMENSION REFER TO PLANS WALL CONSTRUCTION 1/2" STAIR CONSTRUCTION SEE STRUCTURAL DRAWINGS CONCRETE FILLED METAL PAN LANDING CLIP ANGLE STRINGER DIMENSION REFER TO PLANS REFER TO PLANS VARIES CURTAINWALL 1/4" STEEL PLATE WELDED TO STRINGER. GRIND SMOOTH ALL WELDS AND EASE EDGES TO PROVIDE CLEAN CLOSED STRINGER APPEARANCE 1 1/2" CONCRETE FILL TYPICAL ALL METAL PAN STAIRS PAINT ALL EXPOSED STEEL, REFER TO FINISH PLANS C12 CHANNEL STRINGER, UON METAL STAIR PAN LINEAR LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS WALL CONSTRUCTION 1/2"SECTIONSEE STAIR4"A469 A7 SIM PAINT ALL EXPOSED STEEL, REFER TO FINISH PLANS 1/8" EPOXY GROUT JOINT FULL SETTING BED UNDER TREAD AND BEHIND RISER EPOXY ABRASIVES, TYP GYPSUM BOARD SUSPENSION SYSTEM C12 CHANNEL STRINGER, UON METAL STAIR PAN POUR STOP, REFER TO STRUCTURAL DRAWINGS 11"1" TERRAZZO TILE, REFER TO FINISH SCHEDULE SECTIONSEE STAIRPRECAST EPOXY TERRAZZO TREAD AND RISER, REFER TO FINISH SCHEDULE EQ3' - 4"3' - 4"3' - 4"EQ 15' - 5" A10 A468 ________________________________________________ TYPE 1 GUARDRAIL AND HANDRAIL O P E N B E Y O N D A10 A468 ________________________________________________O P E N B E Y O N D TYPE 1 GUARDRAIL AND HANDRAIL CORNER GUARD 13' - 11" EQ3' - 4"3' - 4"3' - 4"EQ TYPE 1 GUARDRAIL AND HANDRAIL 23' - 1" A10 A468 ________________________________________________ EQ 3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"3' - 4"EQ O PEN BEYO ND (3) EPOXY ABRASIVES, STOP 3" FROM EACH END OF TREAD 1"1/2" TYP 1/2" TYP 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.2/5/2021 4:53:58 PMA469 STAIR DETAILS & ELEVATIONS 02/05/2021 2018089 KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1 1/2" = 1'-0"A9 TERRAZZO TILE AT PRECAST CONCRETE 1 1/2" = 1'-0"G8 STAIR SECTION AT BOTTOM LANDING - METAL PAN 1 1/2" = 1'-0"G11 STAIR SECTION AT TOP LANDING - METAL PAN 1 1/2" = 1'-0"G6 TYPICAL STAIR STRINGER SECTION AT WALL 1 1/2" = 1'-0"G4 TYPICAL STAIR STRINGER SECTION AT CURTAINWALL 1 1/2" = 1'-0"D7 STAIR SECTION AT BOTTOM LANDING - METAL PAN & TERRAZZO TREAD 1 1/2" = 1'-0"E10 STAIR SECTION AT TOP LANDING - METAL PAN & TERRAZZO TREAD 1/4" = 1'-0"A3 WALKING TRACK 200 - BALCONY GUARDRAIL - NORTH 1/4" = 1'-0"A1 WALKING TRACK 200 - BALCONY GUARDRAIL - WEST 1/4" = 1'-0"A5 WALKING TRACK 200 - BALCONY GUARDRAIL -EAST 3" = 1'-0"A7 TERRAZZO TILE AT PRECAST CONCRETE - NOSING REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 EWS-1 FS-2FWS-1 FS-1EWS-1 EWS-1 EWS-1CS-1EWS-1 EWS-1 CS-2CS-2ESF-1 FS-2EWS-1 FWS-1 EWS-1 FS-1ESF-1 EWS-1 4DEWS- 1 4 B FWS-1 EWS-1 1A3A EWS-1 FS-2FWS-1 CEILING HEIGHT REFER TO RCP 1A CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP ESF-1 EWS-1 D MEMBRANE FLASHING EMBEDDED FLASHING WEEP/VENT 24" OC CONTINUOUS VAPOR-IMPERMEABLE AIR BARRIER SYSTEM EXTEND WATERPROOFING OVER LEDGE AND UP FACE OF WALL UNDER EMBEDDED FLASHING TYP 2" SOLID GROUT DRAINAGE MAT SECOND FLOOR 114' -0" D FILL VOID WITH CLOSED CELL SPRAY-APPLIED FOAM INSULATION DECORATIVE CMU ACCENT DECORATIVE CONCRETE MASONRY UNIT ACCENT, TYPICAL DECORATIVE CMU ACCENT DECORATIVE CMU ACCENT CONTINUOUS VAPOR-IMPERMEABLE AIR BARRIER SYSTEM ACCENT BRICK (BRK-2) ACCENT BRICK (BRK-2) ACCENT BRICK (BRK-2) 1/2" 14"X1" CHANNEL SIGNAGE SLIP CONNECTION AT STUD, REFER TO STRUCTURAL DRAWINGS D EXTEND AIR BARRIER SYSTEM INTO ROUGH OPENING AND SEAL ALUMINUM SUB SILL SEAL TO CASTSTONE SILL CAST STONE WINDOW SILL BACKER ROD AND SEALANT BOTH SIDES EMBEDDED FLASHING MEMBRANE FLASHING 8" TYP DELETE STOOL AND PROVIDE EXTENDED COUNTERTOP SOLID SURFACE WHERE INDICATED AT ADJACENT LOCATIONS MIN 1 1/2" MIN 2" REFER TO F3/A501 WOOD BLOCKING THERMAL ISOLATION MATERIAL 14 GA BENT METAL PLATE @ 24" OC THERMAL ISOLATION MATERIAL D MEMBRANE FLASHING EMBEDDED FLASHING WEEP/VENT 24" OC EXTEND AIR BARRIER SYSTEM INTO ROUGH OPENING AND SEAL UON 8" TYP WINDOW ROLLER SHADES WHERE SCHEDULED BACKER ROD AND SEALANT BOTH SIDES WOOD BLOCKING STEEL LINTEL, SEE STRUCTURAL DRAWINGS 16 GA PREFINISHED GALVANIZED SHEET METAL WITH HEMMED OUTSIDE EDGE TO WRAP STEEL ANGLE, WEDGE AND SEAL INSIDE EDGE TO STOREFRONT; LENGTH TO MATCH STEEL ANGLE; FINISH TO MATCH BRICK MASONRY CONTINUOUS SEALANT AT SIM: THERMAL ISOLATION MATERIAL AND FIXED LINTEL, SEE STRUCTURAL DRAWINGS EXTEND AIR BARRIER SYSTEM OF WALL TO AIR BARRIER SYSTEM OF CEILING COMPRESSIBLE FILLER WOOD BLOCKING METAL FLASHING TO MATCH RF-2 WEEP/VENT 24" OC 3.9 EXTEND AIR BARRIER SYSTEM OF WALL TO AIR BARRIER SYSTEM OF CEILING CONCEALED LINTEL SYSTEM: CUSTOM HALFEN FK4 BRICKWORK SUPPORT SYSTEM CLOSED-CELL SPRAY- APPLIED INSULATION WEEP/VENT 24" OC MEMBRANE FLASHING SOFFIT VENT BASIS-OF-DESIGN: FRY REGLET PERIMETER SOFFIT VENT 1680-V; BLACK POWDER-COAT FINISH ROUT BOARD EDGE TO FIT TRIM EMBEDDED FLASHING 1/2" DRAINAGE MAT PROVIDE TEMPORARY SUPPORT FOR BRICK UNTIL CONCEALED LINTEL INSTALLATION IS COMPLETE AND CURED BACKER ROD AND SEALANT BOTH SIDES EXTEND AIR BARRIER SYSTEM INTO ROUGH OPENING AND SEAL LINEAR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS 1/2" CONTINUOUS FIBERGLASS INSECT SCREEN, WRAP END OF FURRING AND FOLD AT ENDS, EXTEND 3" HORIZONTALLY 2X VERTICAL WOOD FURRING @ 12" OC EMBEDDED FLASHING EXTEND AIR BARRIER SYSTEM INTO ROUGH OPENING AND SEAL ALUMINUM SUB SILL SEAL TO CASTSTONE SILL CAST STONE WINDOW SILL BACKER ROD AND SEALANT BOTH SIDES MEMBRANE FLASHING GROUT SOLID EXTEND WATERPROOFING OVER LEDGE AND UP FACE OF WALL UNDER EMBEDDED FLASHING 1/2" MIN 1 1/2" CAST STONE PANEL 11 3/4" ± VIF2" MIN 2"8" MIN 1/2" 3/8" DRIP6°TYPICAL CAST STONE SILL SS DOWEL WITH SEALANT AROUND PENETRATIONS THROUGH FLASHING 2" EXTEND AIR BARRIER SYSTEM INTO ROUGH OPENING AND SEAL BACKER ROD AND SEALANT BOTH SIDES BACK ROD AND SEALANT RETURN BRICK TO WINDOW SYSTEM 8" TYP MEMBRANE FLASHING EMBEDDED FLASHING WEEP/VENT 24" OC EXTEND AIR BARRIER SYSTEM INTO ROUGH OPENING AND SEAL STEEL LINTEL, SEE STRUCTURAL DRAWINGS WINDOW BLINDS WHERE SCHEDULED MINERAL-WOOL BOARD INSULATION WOOD BLOCKING THERMAL ISOLATION MATERIAL STEEL PLATE, SEE STRUCTURAL DRAWINGS FILL VOID WITH CLOSED CELL SPRAY-APPLIED FOAM INSULATION DECORATIVE CMU ACCENT DECORATIVE CONCRETE MASONRY UNIT ACCENT, TYPICAL DECORATIVE CMU ACCENT DECORATIVE CMU ACCENT CONTINUOUS VAPOR-IMPERMEABLE AIR BARRIER SYSTEM ACCENT BRICK (BRK-2) ACCENT BRICK (BRK-2) BACKER ROD AND SEALANT BOTH SIDES CONTINUOUS SEALANT 16 GA PREFINISHED GALVANIZED SHEET METAL WITH HEMMED OUTSIDE EDGE TO WRAP STEEL ANGLE, WEDGE AND SEAL INSIDE EDGE TO STOREFRONT; LENGTH TO MATCH STEEL ANGLE; FINISH TO MATCH BRICK MASONRY CONTINUOUS PERIMETER ADAPTOR 2 5 /8 "2 5/8" 1 1 /4 "1 1/4" ALUMINUM-FRAMED STOREFRONT SYSTEM 1 4 7 ° E 2 BRI CKSEXTEND AIR BARRIER SYSTEM INTO ROUGH OPENING AND SEAL ALUMINUM STOREFRONT BACKER ROD AND SEALANT BOTH SIDES TONGUE AND GROOVE HORIZONTAL WOOD SIDING TONGUE AND GROOVE WOOD SIDING (WD1); FINISHED FACE OF WOOD TO ALIGN WITH FACE OF BRICK BACK ROD AND SEALANT 2X VERTICAL WOOD FURRING GLASS-MAT GYPSUM SHEATHING 3 5/8" METAL FRAMING BACKER ROD AND SEALANT BACKER ROD AND SEALANT ALUMINUM STOREFRONT SOLID SURFACE WINDOW STOOL, BELOW FACE OF WALL, BELOW WEATHER BARRIER RAINSCREEN SIDING VENT WEATHER BARRIER CAST STONE SILL, BELOW CONTINUOUS SEALANT WOOD BLOCKING CLOSED-CELL SPRAY APPLIED FOAM INSULATION FIRST FLOOR 100' -0" 2 1/2" 2 3/4" 2 3/4" HM DOOR FRAME 7 5/8" 2 1/2" CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS SLOPE SIDEWALK FOR POSITIVE DRAINAGE HM DOOR FRAME THERMAL BREAK AT JAMB THERMALLY-BROKEN HOLLOW METAL DOOR ASSEMBLY EWS-1 SEALANT, ENTIRE PERIMETER OF THRESHOLD POLYSTYRENE BOARD INSULATION REINFORCING BARS, REFER TO STRUCTURAL DRAWINGS DOWEL WITH SLEEVE, REFER TO STRUCTURAL DRAWINGS 1 HM DOOR FRAME THERMAL BREAK AT JAMB THERMALLY-BROKEN HOLLOW METAL DOOR ASSEMBLY CONTINUOUS SEALANT ENTIRE PERIMETER BOTH SIDES OF FRAME 2 3/4" HM DOOR FRAME THERMAL BREAK CONTINUOUS SEALANT ENTIRE PERIMETER BOTH SIDES OF FRAME WEEP/VENT 24" OC THERMAL ISOLATION MATERIAL CAST STONE STILL, BELOW ALUMINUM SUB SILL, BELOW ALUMINUM-FRAMED STOREFRONT SYSTEM WINDOW STOOL BELOW FACE OF WALL, BELOW FACE OF WALL, BELOW THERMALLY-BROKEN ALUMINUM DOOR ASSEMBLY CAST STONE STILL, BELOW ALUMINUM SUB SILL, BELOW ALUMINUM-FRAMED STOREFRONT SYSTEM WINDOW STOOL BELOW FACE OF WALL, BELOW FACE OF WALL, BELOW CAST STONE STILL, BELOW ALUMINUM SUB SILL, BELOW ALUMINUM-FRAMED STOREFRONT SYSTEM WINDOW STOOL BELOW FACE OF WALL, BELOW FACE OF WALL, BELOW BACKER ROD AND SEALANT CAST STONE STILL, BELOW ALUMINUM SUB SILL, BELOW ALUMINUM-FRAMED STOREFRONT SYSTEM WINDOW STOOL BELOW FACE OF WALL, BELOW FACE OF WALL, BELOW CONTINUOUS PERIMETER ADAPTOR GROUT SOLID EXTEND WATERPROOFING OVER LEDGE AND UP FACE OF WALL UNDER EMBEDDED FLASHING CAST STONE SILL AND PANEL, BEYOND 2" CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS SLOPE SIDEWALK FOR POSITIVE DRAINAGE THERMALLY-BROKEN ALUMINUM DOOR ASSEMBLY SEALANT, ENTIRE PERIMETER OF THRESHOLD BACKER ROD AND SEALANT ALUMINUM SUB SILL POLYSTYRENE BOARD INSULATION REINFORCING BARS, REFER TO STRUCTURAL DRAWINGS DOWEL WITH SLEEVE, REFER TO STRUCTURAL DRAWINGS BRUSHED ALUMINUM COVE TRIM SCHLUTER DILEX-AHKA TERRAZZO TILE UP TO BOTTOM OF SOLID SURFACE SILL ALUMINUM STOREFRONT SYSTEM CARPET TILE8"CONTINUOUS SEALANT IWS-1 ALUMINUM STOREFRONT SYSTEM WOOD BLOCKING CORNER BEAD, TYPICAL ALL EXPOSED CORNERS CONTINUOUS SEALANT ALL SIDES, TYPICAL WOOD BLOCKING ALUMINUM STOREFRONT SYSTEM J BEAD, TYPICAL ALL EXPOSED CORNERS ALUMINUM BACK PAN, TYPICAL, UON DOOR CONTINUOUS SEALANT ALL SIDES, TYPICAL GYPSUM BOARD MIN 1/4" 3.9 BACK ROD AND SEALANT CONCEALED LINTEL SYSTEM: CUSTOM HALFEN FK4 BRICKWORK SUPPORT SYSTEM CLOSED-CELL SPRAY- APPLIED INSULATION THERMAL BREAK WEEP/VENT 24" OC MEMBRANE FLASHING 1/2" DRAINAGE MAT EMBEDDED FLASHING WOOD BLOCKING BACK ROD AND SEALANT EXTEND AIR BARRIER SYSTEM INTO ROUGH OPENING AND SEAL PROVIDE TEMPORARY SUPPORT FOR BRICK UNTIL CONCEALED LINTEL INSTALLATION IS COMPLETE AND CURED 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.2/5/2021 8:23:26 PMA501 EXTERIOR DETAILS 02/05/2021 2018089 CRB Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1 1/2" = 1'-0"A5 BRICK BASE - TYPICAL 1 1/2" = 1'-0"D7 TYPICAL BELT COURSE 1 1/2" = 1'-0"C5 STOREFRONT WINDOW SILL @ BRICK - TYPICAL 1 1/2" = 1'-0"F5 WINDOW HEAD @ BRICK 1 1/2" = 1'-0"H5 BRICK HEAD @ METAL PANEL SOFFIT - TYPICAL 1 1/2" = 1'-0"F1 BRICK BOTTOM @ SECOND FLOOR 1 1/2" = 1'-0"H3 SOFFIT/CEILING @ STOREFRONT 1 1/2" = 1'-0"F3 CAST STONE BASE @ STOREFRONT ENTRANCE 1 1/2" = 1'-0"D5 STOREFRONT WINDOW JAMB @ BRICK - TYPICAL 1 1/2" = 1'-0"A7 STOREFRONT HEAD @ SPANDRAL 3" = 1'-0"A4 STOREFRONT ANGLED MULLION DETAIL 1 1/2" = 1'-0"G8 BRICK TO WOOD SIDING 3" = 1'-0"A1 EXTERIOR HOLLOW METAL DOOR FRAME - THRESHOLD DETAIL 3" = 1'-0"D1 EXTERIOR HOLLOW METAL DOOR FRAME - HEAD DETAIL 1 1/2" = 1'-0"H11 STOREFRONT JAMB DETAIL AT DOOR 1 1/2" = 1'-0"H10 STOREFRONT JAMB DETAIL - THREE-WAY GLAZING 1 1/2" = 1'-0"C4 STOREFRONT JAMB DETAIL 1 1/2" = 1'-0"D4 STOREFRONT JAMB DETAIL 3" = 1'-0"A10 STOREFRONT THRESHOLD 3" = 1'-0"F11 STOREFRONT SILL DETAIL - INTERIOR 1 1/2" = 1'-0"D11 STOREFRONT HEAD DETAIL - INTERIOR 1 1/2" = 1'-0"D10 STOREFRONT HEAD DETAIL @ 100V2B REVISION SCHEDULE NAME DATE 1 1/2" = 1'-0"H1 STOREFRONT HEAD DETAIL @ HUNG BRICK LINTEL Received by DiMarco 2/15/2021 RS-2RS-1EWS-3 EWS-2 RS-1RS-1FS-1EWS-2 RS-2RS-2EWS-1SIM EWS-3EWS-3SIMEWS-3CS-1EWS-2 EWS-1FS-1ECW-1 EWS-2CS-1EWS-2 EWS-1 FS-1PRE-FORMED SEAMLESS PIPE FLASHING BOOT VENT PIPE OR STRUCTURAL SUPPORT ROOF SYSTEM STANDARD JOINT SEALANT STAINLESS STEEL CLAMPING RING WATER CUT-OFF MASTIC ROOF SYSTEM 2'-0" TAPER 1/2" PER FOOT ROOF MEMBRANE ROOF DRAIN ROOF MEMBRANE ROOF SYSTEM STANDARD JOINT SEALANT ROOF SYSTEM PROVIDE GRAVEL GUARD AT RS-2 MINIMUM1' - 0"ROOF SYSTEM STANDARD JOINT SEALANT ROOF SYSTEM ROOF SYSTEM FLASHING MEMBRANE EQUIPMENT CURB AND INTEGRAL CAP FLASHING MECHANICAL EQUIPMENT ROOF MEMBRANE ROOF HATCH ROOF CURB BLOCKING AS REQUIRED SEE STRUCTURAL DRAWINGS FOR ROOF OPENING FRAMING 5/8" GYPSUM BOARD ON METAL FRAMING 5/8" GYPSUM BOARD ON METAL FRAMING CANT FULLY ADHERED MEMBRANE ROOFING GLASS-MAT GYPSUM SHEATHING CANT SIM FULLY ADHERED MEMBRANE ROOFING EXTEND VAPOR RETARDER UP SHEATHING TO TOP OF CANT WOOD BLOCKING, AS REQUIRED FULLY ADHERED MEMBRANE ROOFINGEXTEND ROOF MEMBRANE DOWN FACE, AND MECHANICALLY FASTEN TO BLOCKING JOIN AIR BARRIER SYSTEM OF WALL TO AIR BARRIER SYSTEM OF ROOF WITH TRANSITION FLASHING CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM SEE STRUCTURAL DRAWINGS FOR STAIR ROOF FRAMING METAL FASCIA ALUMINUM FLASHING WITH DRIP TO MATCH METAL COMPOSITE PANELS CONTINUOUS SEALANT ENTIRE PERIMETER OF DOOR FRAME LAP WEATHER BARRIER UNDER AND OVER FLASHING ALUMINUM GUTTER SLOPE, 1/4"/FT FLASHING CANT THERMALLY BROKEN EXTERIOR THRESHOLD CONTINUOUS SEALANT ALUMINUM SUB SILL EXTEND ROOF MEMBRANE UP OVER BLOCKING AND UNDER THRESHOLD BENT PLATE THERMAL ISOLATION MATERIAL MEMBRANE FLASHING 1' - 0"STAINLESS STEEL COUNTER FLASHING WITH MIN 1/2" DRIP FULLY ADHERED MEMBRANE ROOFING CANT ROOFING MANUFACTURER'S STANDARD TERMINATION B/O LOW ROOF DECK 124' -6" T/O LOW ROOF PARAPET 125' -11"6 1/2"CONTINUOUS VAPOR-IMPERMEABLE AIR BARRIER SYSTEM EXTEND ROOF MEMBRANE DOWN FACE, AND MECHANICALLY FASTEN TO BLOCKING JOIN AIR BARRIER SYSTEM OF WALL TO AIR BARRIER SYSTEM OF ROOF WITH TRANSITION FLASHING METAL FASCIA CANT WOOD BLOCKING, AS REQUIRED W FULLY ADHERED MEMBRANE ROOFING WEEP/VENT 24" OC D PLYWOOD SHEATHING EXTEND MEMBRANE ROOFING DOWN THE EXTERIOR FACE OF PARAPET AND JOIN AIR BARRIER SYSTEM OF WALL WITH TRANSITION FLASHING SEAL AIR BARRIER SYSTEM TO CURTAIN WALL T/O CURTAIN WALL 176' -4" METAL FASCIA6"5"3"1' - 4" CFMF TRUSS, SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS FOR TRUSS BEARING AND BRACES COMPOSITE METAL PANEL RAINSCREEN SEE STRUCTURAL DRAWINGS FOR TRUSS BEARING WITHOUT COVER BOARD AND ROOF MEMBRANEA502 A9 SIM CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM PLYWOOD SHEATHING PLYWOOD SHEATHING FULLY ADHERED MEMBRANE ROOFING SEE STRUCTURAL DRAWINGS FOR THERMAL BREAK, LOCATE WITHIN ROOF INSULATION 7' - 0" FULLY ADHERED MEMBRANE ROOFING FILL WITH CLOSED-CELL INSULATION, TYPICAL A503 G8 SEE STRUCTURAL FOR ANGLE SUPPORT @ 6'-0" OC TO ALIGN WITH CURTAIN WALL VERTICAL MULLIONS FIRESTOP SEALANT FIRESAFING INSULATION 3" CONTINUOUS LINEAR ALUMINUM SOFFIT VENT NOTE: OMIT VENT AT AREAS OF RATED CONSTRUCTION; SEE ROOF CODE CONFORMANCE PLAN 3" CONTINUOUS LINEAR ALUMINUM SOFFIT VENT NOTE: OMIT VENT AT AREAS OF RATED CONSTRUCTION; SEE ROOF CODE CONFORMANCE PLAN TO MATCH METAL COMPOSITE PANEL RAINSCREEN SYSTEM WOOD BLOCKING, AS REQUIRED NOTE: FR BLOCKING AT AREAS OF RATED CONSTRUCTION; SEE ROOF CODE CONFORMANCE PLAN 5/8" GYPSUM BOARD PROVIDE AT AREAS OF RATED CONSTRUCTION; SEE ROOF CODE CONFORMANCE PLAN 5/8" GLASS-MAT GYPSUM SHEATHING IN LIEU OF PLYWOOD PROVIDE AT AREAS OF RATED CONSTRUCTION; SEE ROOF CODE CONFORMANCE PLANMETAL FRAMING OR FR WOOD BLOCKING, AT PANEL JOINTS AT AREAS OF RATED CONSTRUCTION; SEE ROOF CODE CONFORMANCE PLAN THIRD FLOOR 128' -6" 1 WEATHER BARRIER A501 H5 4" LEG AIR BARRIER STRIP AT CORNER TO OVERLAP HORIZONTAL AND VERTICAL AIR BARRIER SYSTEM, TYP JOIN AIR BARRIER SYSTEM OF HORIZONTAL WALL TO AIR BARRIER SYSTEM OF VERTICAL WALL SLOPE 1/4" : 12" BACK ROD AND SEALANT 8"EXTEND AIR BARRIER INTO ROUGH OPENING AND SEAL TO CURTAIN WALL AND FLASHING ALUMINUM FLASHING WITH DRIP TO MATCH METAL COMPOSITE MATERIAL WALL PANELS (MCP-1) SINGLE-PIECE MULLION COVER THERMAL ISOLATION MATERIAL SEAL WEATHER BARRIER TO AIR BARRIER FIRESTOP SEALANT ALUMINUM TRIM FIRESAFING INSULATION WEEP & BAFFLE THIRD FLOOR 128' -6" 1 A501 H5 WEATHER BARRIER CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM WEEP & BAFFLE 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.2/10/2021 2:36:49 PMA502 EXTERIOR DETAILS 02/05/2021 2018089 CRB, GLM Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1 1/2" = 1'-0"A7 TYPICAL ROOF PENETRATION 1 1/2" = 1'-0"E7 ROOF DRAIN 1 1/2" = 1'-0"A11 EQUIPMENT CURB DETAIL 1 1/2" = 1'-0"F11 ROOF HATCH 1 1/2" = 1'-0"A9 ROOF CANT - TYPICAL 1 1/2" = 1'-0"D11 DOOR HEAD @ STAIR 2 ROOF 1 1/2" = 1'-0"B11 DOOR THRESHOLD @ STAIR 2 ROOF 1 1/2" = 1'-0"B9 ROOF BASE FLASHING @ METAL PANEL 1 1/2" = 1'-0"E9 FASCIA @ BRICK - TYPICAL 1 1/2" = 1'-0"E1 ROOF DETAIL @ TOP OF CURTAINWALL 1 1/2" = 1'-0"A5 CURTAIN WALL THRESHOLD @ BALCONY 1 1/2" = 1'-0"A1 SECTION DETAIL @ EWS-2 BASE REVISION SCHEDULE NAME DATE DD Addendum 1 4/9/2020 Received by DiMarco 2/15/2021 FINISHED FLOOR EWS-34AECW-1EWS-3 EWS-2FS-1EWS-3 ECW-1 4A ECW-1 EWS-3 ECW-1 2B5A 4C ECW-1 3A3AEWS -2 EWS-34 A 4AEWS-2EW S -2 ECW-1CS-1CS-1EWS-1EWS-1CW-1 EWS-3 1 CURTAIN WALL MULLION CURTAIN WALL MULLION STEEL BEAM, REFER TO STRUCTURAL DRAWINGS CURTAIN WALL BRACKET ALUMINUM TRIM FRY REGLET CORNER TRIM DMCT-1250; CLEAR ANODIZED FINISH ALIGN TUBE COLUMN ENCLOSURE BEYOND ALIGN ALUMINUM TRIM FRY REGLET CORNER TRIM DMCT-1250; CLEAR ANODIZED FINISH ALUMINUM BACKPAN TO MATCH CURTAIN WALL FINISH 2 1/2" CFMF @ 16" OC BACKER ROD AND SEALANT MINERAL WOOD BOARD INSULATION 5/8" GYPSUM BOARD, TYPICAL PROVIDE FINISHED 5/8" GYPSUM BOARD WHERE BACK SIDE OF TUBE IS EXPOSED. BACK ROD AND SEALANT 168° PREFINISHED ALUMINUM BREAK METAL TO MATCH CURTAIN WALL FINISH BACK ROD AND SEALANT CONTINUOUS SEALANT MINERAL-WOOL BATT INSULATION BREAK METAL FILLER TO MATCH CURTAIN WALL WOOD BLOCKING THERMAL ISOLATION MATERIAL BACK ROD AND SEALANT EXTEND AIR BARRIER SYSTEM AROUND CURTAIN WALL SUPPORT BENT PLATE D SEALANT SOLID SURFACE PLYWOOD BACKING PANEL A503 E1 SEALANT WOOD BLOCKING 9"WINDOW ROLLER SHADES WHERE SCHEDULED ACOUSTICAL PANEL CEILING 1 FR SEALANTEQEQOF MULLION FINISH AND PAINT END OF WALL EDGE OF SLAB, BELOW ALUMINUM TRIM AT FLOOR BELOW 2 1/2" 1 C ALIGN EXTEND AIR BARRIER SYSTEM INTO ROUGH OPENING AND SEAL CURTAIN WALL TEE ANCHOR BACK ROD AND SEALANT WOOD BLOCKING WEATHER BARRIER CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM CLOSED-CELL SPRAY APPLIED FOAM INSULATION CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEM WEATHER BARRIER BACKER ROD AND SEALANT BOTH SIDES WOOD BLOCKING SEAL AIR BARRIER SYSTEM TO CURTAIN WALL 3.8 WEATHER BARRIER CONTINUOUS VAPOR-PERMEABLE AIR BARRIER SYSTEMBACK ROD AND SEALANT EXTEND AIR BARRIER SYSTEM INTO ROUGH OPENING AND SEAL WOOD BLOCKING ALIGN, CURTAIN WALL AND FACE OF GYPSUM BOARD 1' - 5 5/8"1' - 2" +/- TYP 1/2"1 1/2"2 3/4"1/2"3"PERFORATED ANODIZED ALUMINUM METAL GRATING, BASIS OF DESIGN MCNICHOLS ROUND, ALUMINUM, 20 GAUGE ROUND HOLES ON STAGGERED CENTERS, 51% OPEN AREA OR EQUAL BRUSHED ALUMINUM CHANNEL TRIM. BASIS OF DESIGN FRY REGLET J MOLDING OR EQUAL. CONTINUOUS CLEAR SEALANT BELOW SILL WALL BASE, SEE FINISH SCHEDULE SEALANT, ENTIRE PERIMETER 1/4"WALL PROTECTION OR RUB RAIL AS INDICATED ON FINISH PLANS. PROVIDE CONTINUOUS SEALANT JOINT AT ALL TRIM INTERSECTIONS 1' - 0" TYPICALPERFORATED ANODIZED ALUMINUM METAL GRATING, BASIS OF DESIGN MCNICHOLS ROUND, ALUMINUM, 20 GAUGE ROUND HOLES ON STAGGERED CENTERS, 51% OPEN AREA OR EQUAL BRUSHED ALUMINUM CHANNEL TRIM. BASIS OF DESIGN FRY REGLET J MOLDING OR EQUAL. NOTE: OMIT BASE CAVITY OPENING AT PLANTER LOCATIONS. THIS DETAIL ONLY APPLIES TO WINDOW OPENINGS ON FLOORS 3, 4 AND 5 D T/O CURTAIN WALL 176' -4" RUN AIR BARRIER INTO ROUGH OPENING AND SEAL TO CURTAIN WALL BACK ROD AND SEALANT WOOD BLOCKING, AS REQUIRED CURTAIN WALL TEE ANCHOR SEE STRUCTURAL FOR ANGLE SUPPORT @ 6'-0" OC TO ALIGN WITH CURTAIN WALL VERTICAL MULLIONS ALUMINUM VENT TURN AIR BARRIER SYSTEM INTO VENT, SEAL EDGES 4" 1 EXTEND AIR BARRIER SYSTEM INTO ROUGH OPENING AND SEAL CURTAIN WALL CURTAIN WALL TEE ANCHOR FIRE RETARDANT WOOD BLOCKING BACKER ROD AND SEALANT SEAL WEATHER BARRIER TO AIR BARRIER CLOSED-CELL SPRAY APPLIED FOAM INSULATION CONTINUOUS ALUMINUM TRIM WITH HEMMED EDGE TO MATCH CURTAIN WALL THIRD FLOOR 128' -6" 1 SLOPE 1/4" : 12" A502 A5 A503 C8 ALIGN 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.2/5/2021 4:54:23 PMA503 EXTERIOR DETAILS 02/05/2021 2018089 CRB, KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3" = 1'-0"F10 CURTAIN WALL DETAIL @ BALCONY 1 1/2" = 1'-0"A11 CURTAIN WALL ANGLED MULLION 1 1/2" = 1'-0"A9 CURTAIN WALL BASE @ METAL PANEL - TYPICAL 1 1/2" = 1'-0"C8 CURTAINWALL STOOL 1 1/2" = 1'-0"E8 CURTAIN WALL HEAD/JAMB DETAIL @ WINDOW - TYPICAL 1 1/2" = 1'-0"D6 CURTAIN WALL MULLION - PLAN DETAIL 1 1/2" = 1'-0"E6 CURTAIN WALL - PLAN DETAIL 1 1/2" = 1'-0"A7 CURTAIN WALL JAMB DETAIL 1 1/2" = 1'-0"A5 CURTAIN WALL JAMB DETAIL 6" = 1'-0"E1 EXTERIOR WALL - PASSIVE CAVITY CONVECTION DETAIL AT WINDOWS 1 1/2" = 1'-0"G8 CURTAIN WALL HEAD DETAIL - TYPICAL, UNO (SIMILAR @ JAMB) 1 1/2" = 1'-0"G6 CURTAIN WALL HEAD DETAIL 1 1/2" = 1'-0"A2 CURTAIN WALL DETAIL@ BASE REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 DOOR RESILIENT FLOORING CARPET TILE SCHLUTER ADJUSTABLE ANODIZED ALUMINUM TRANSITION STRIP FLOORING SEAM CENTERED UNDER DOOR DOOR RESILIENT FLOORING CERAMIC TILE SCHLUTER METAL TRANSITION TRIM FLOORING SEAM CENTERED UNDER DOOR, TYPICAL RESILIENT FLOORING SHIM WATERPROOF MEMBRANE RESILIENT SHEET FLOORINGRESLIENT TILE FLOORING RESILIENT TRANSITION TRIM DOOR RESILIENT SHEET CERAMIC TILE SCHLUTER METAL TRANSITION TRIM FLOORING SEAM CENTERED UNDER DOOR, TYPICAL RESILIENT SHEET SHIM DOOR SEALED CONCRETE SCHLUTER METAL TRANSITION TRIM FLOORING SEAM CENTERED UNDER DOOR, TYP CARPET TILE DOOR SEALED CONCRETE SCHLUTER METAL TRANSITION TRIM FLOORING SEAM CENTERED UNDER DOOR, TYP RESILIENT FLOORING DOOR RESILIENT FLOORING TERRAZZO TILE SCHLUTER METAL TRANSITION TRIM FLOORING SEAM CENTERED UNDER DOOR, TYPICAL RESILIENT FLOORING SHIM CARPET TILE TERRAZZO TILE SCHLUTER FLUSH ANODIZED ALUMINUM TRANSITION STRIP WATERPROOF MEMBRANE CERAMIC TILETERRAZZO TILE SCHLUTER FLUSH ANODIZED ALUMINUM TRANSITION STRIP DOOR WATERPROOF MEMBRANE SCHLUTER METAL TRANSITION TRIM FLOORING SEAM CENTERED UNDER DOOR, TYP CARPET TILE CERAMIC TILE DOOR CERAMIC TILE SEALED CONCRETE SCHLUTER METAL TRANSITION TRIM FLOORING SEAM CENTERED UNDER DOOR, TYP WATERPROOF MEMBRANE RESILIENT FLOORING CARPET TILE SCHLUTER ADJUSTABLE ANODIZED ALUMINUM TRANSITION STRIP, RADIUS TO MATCH FINISH PLAN DIMENSIONS 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.2/5/2021 4:54:26 PMA550 INTERIOR DETAILS - FLOOR TRANSITIONS 02/05/2021 2018089 KAS, HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3" = 1'-0"A1 FLOOR TRANSITION - RESILIENT TILE TO CARPET 3" = 1'-0"A4 FLOOR TRANSITION - RESILIENT TILE TO CERAMIC TILE 3" = 1'-0"A7 FLOOR TRANSITION - RESILIENT TILE TO RESILIENT SHEET 3" = 1'-0"E7 FLOOR TRANSITION - CERAMIC TILE TO RESILIENT SHEET 3" = 1'-0"C1 FLOOR TRANSITION - CARPET TO SEALED CONCRETE 3" = 1'-0"C4 FLOOR TRANSITION - RESILIENT TILE TO SEALED CONCRETE 3" = 1'-0"A10 FLOOR TRANSITION - RESILIENT TILE TO TERRAZZO TILE 3" = 1'-0"E10 FLOOR TRANSITION - TERRAZZO TILE TO CARPET 3" = 1'-0"E1 FLOOR TRANSITION - CERAMIC TILE TO TERRAZZO TILE 3" = 1'-0"E4 FLOOR TRANSITION - CERAMIC TILE TO CARPET 3" = 1'-0"C7 FLOOR TRANSITION - CERAMIC TILE TO SEALED CONCRETE 3" = 1'-0"C10 FLOOR TRANSITION - RESILIENT TILE TO CARPET (RADIUSED) REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 WALL BASE AS SCHEDULED WALL PROTECTION RUB RAIL, REFERENCE FINISH SCHEDULE FOR TYPE/COLOR UON3' - 6"TYPICAL1' - 0"2' - 2"4"WALL TO BE PAINTED AS INDICATED BY FINISH PLANS WALL BASE, SEE FINISH SCHEDULE SEALANT, ENTIRE PERIMETER 1/4"WALL PROTECTION AS INDICATED ON FINISH PLANS. PROVIDE 1/4" OVERLAP WITH BASE. WALL CONSTRUCTION WALL CONSTRUCTION AS SCHEDULED WALL PROTECTION AS INDICATED ON FINISH PLANS CORNER GUARD AS SCHEDULED WALL BASE AS SCHEDULED PARTITION TYPE AS SCHEDULED WALL PROTECTION AS INDICATED ON FINISH PLANS 4"SEAL JOINT, PAINT TO MATCH ADJACENT WALL COLOR 4'-0" U.O.N.NOTE:PANEL JOINTS TO BE CAULKED. COLOR MATCH CAULK TO PANEL. WALL CONSTRUCTION AS SCHEDULED WALL PROTECTION AS INDICATED ON FINISH PLANS BRUSHED ALUMINUM TOP CAP TRIM PIECE 5/16"WALL CONSTRUCTION AS SCHEDULED WALL PROTECTION RUB RAIL ADHEAR PER MANUFACTURER REQUIREMENTS 1' - 0"WALL CONSTRUCTION AS SCHEDULED WALL PROTECTION AS INDICATED ON FINISH PLANS INSIDE CORNER TRIM 1/2" WATERPROOF MEMBRANE WATERPROOF MEMBRANE AT WET LOCATIONS CERAMIC OR TERRAZZO TILE AS SCHEDULED BRUSED ALUMINIUM COVE TRIM BASIS OF DESIGN: SCHLUTER DILEX-AHK THINSET WATERPROOF MEMBRANE AT WET WALL LOCATIONS CERAMIC OR TERRAZZO TILE AS SCHEDULED BRUSED ALUMINIUM COVE TRIM BASIS OF DESIGN: SCHLUTER DILEX-EHK THINSET BRUSHED ALUMINUM TILE EDGE TRIM, BASIS OF DESIGN: SCHLUTER JOLLY TRIM THINSET CERAMIC TILE WALL CONSTRUCTION WATERPROOF MEMBRANE BRUSHED ALUMINUM TILE EDGE TRIM, BASIS OF DESIGN: SCHLUTER JOLLY TRIM THINSET CERAMIC TILE WALL CONSTRUCTION WATERPROOF MEMBRANE BRUSHED ALUMINUM TILE EDGE TRIM, BASIS OF DESIGN: SCHLUTER JOLLY TRIM THINSET CERAMIC TILE OR TERRAZZO TILE AS SCHEDULED PARTITION TYPE AS SCHEDULED SEALANT, ENTIRE PERIMETER RESILIENT WALL BASE WALL BASE, SEE FINISH SCHEDULE STRAIGHT BASE AT CARPET WALL CONSTRUCTION CONTINOUS COVE FILLER STRIP INTEGRAL FLASH COVE BASE, SEE FINISH SCHEDULE COVE CAP 1/4"WALL PROTECTION AS INDICATED ON FINISHPLANS. PROVIDE 1/4" OVERLAP WITH BASE. WALL CONSTRUCTION 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.2/5/2021 4:54:30 PMA551 INTERIOR DETAILS - FINISHES 02/05/2021 2018089 KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1 1/2" = 1'-0"G1 TYPICAL CORRIDOR ELEVATION 6" = 1'-0"G6 WALL PROTECTION - BASE DETAIL 6" = 1'-0"E4 WALL PROTECTION DETAIL - OUTSIDE CORNER 1 1/2" = 1'-0"G4 WALL PROTECTION SECTION 6" = 1'-0"G8 WALL PROTECTION DETAIL - CAP TRIM 3" = 1'-0"E1 WALL PROTECTION DETAIL - RUB RAIL 6" = 1'-0"G10 WALL PROTECTION DETAL - INSIDE CORNER 6" = 1'-0"C6 TILE COVE BASE DETAIL 6" = 1'-0"C9 TILE INSIDE CORNER DETAIL 6" = 1'-0"C3 CORNER DETAIL AT TILE WALL - 1 SIDE 6" = 1'-0"C1 CORNER DETAIL AT TILE WALL - BOTH SIDES 6" = 1'-0"C11 EDGE DETAIL AT TILE WALL 6" = 1'-0"A1 TYPICAL WALL BASE DETAILS 6" = 1'-0"A3 RESILIENT FLASH COVE BASE DETAIL REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 4"2' - 10" UON4"3" 2' - 1" UON 1" BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS COUNTERTOP ADJUSTABLE SHELF CABINET DOOR CABINET CONTINUOUS BASE PULL 2' - 1" UON 2' - 10" UON4"9"1' - 6"6"11"4 1/2"4"1 1/2"4" 6"1" COUNTERTOP APRON CONTINUOUS BASECONTINUOUS BASE MAINTAIN ADA CLEARANCES END PANEL PIPE SHIELD (CHOOSE - MATCHING OR CIRCULAR) PIPE SHIELD ON 1" X 1" ALUMINUM ANGLE SUPPORT FULL LENGTH OF SHIELD WITH KEYHOLED SLOTS IN FACE PIPE SHIELD (CHOOSE - MATCHING OR CIRCULAR) PIPE SHIELD ON 1" X 1" ALUMINUM ANGLE SUPPORT FULL LENGTH OF SHIELD WITH KEYHOLED SLOTS IN FACE LAY-IN SINK, SEE PLUMBING DRAWINGS ? BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS 4"2' - 10" UON4"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 4"2' - 10" UON4"2' - 1" UON 1 1/2"1"4 1/2"EQEQ3" BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS COUNTERTOP PULL CONTINUOUS BASE CABINET DRAWER CABINET 7'-2" AFF UON1' - 2" UON 3/4"2"2' - 8" UONSEE 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"7'-2" AFF UON1' - 1" CABINET CABINET DOOR PULL SEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS 2' - 6" UONPAPER TOWEL (ROLL) DISPENSER, OFCI 1' - 6" MIN PULL1' - 3" ±COORDINATE WITH POWER TOWEL DISPENSERSECTION VIEW ELEVATION VIEWMIN4"MOUNTING HEIGHT BASED ON SENSOR OPERATION 1' - 2" 2' - 0" UON 7' - 2" UON3"4"SEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS CONTINUOUS BASE CABINET DOOR TALL CABINET PULL PROVIDE FOUR (4) 3/4" ADJUSTABLE SHELVES AT HALF-HEIGHT FIXED SHELF 2' - 5" UON4"2' - 1" UON 1 1/2"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 BASECONTINUOUS BASE 4"2' - 1" UON 2' - 10" UON4"COUNTERTOP CONTINUOUS BASE BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS PULL CABINET DOOR-MOUNTED PULL OUT HARDWARE AND WASTE CONTAINER 1' - 1" UON 1' - 0"SEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS CABINET REMOVABLE SHELVES 2' - 10"3' - 8 1/2"COUNTER AND BASE CABINETS AS SHOWN ON ELEVATIONS 2' - 1" UON 2' - 10" UON4"1 1/2"4 1/2"1" CONTINUOUS BASE COUNTERTOP CABINET DRAWER ? BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS PULL CABINET DOOR-MOUNTED PULL OUT HARDWARE AND WASTE CONTAINER 4"7"2' - 10"3' - 4"CONTINUOUS BASE TALL CABINET 3' - 9"PROVIDE (1) ADJUSTABLE SHELF, SUITABLE FOR HEAVY LOADS 2' - 1" CABINET DRAWER FIXED SHELF, SUITABLE FOR HEAVY LOADS HALF-SIZED REFRIGERATOR (OFOI) COORDINATE CUTOUT AT ELECTRICAL OUTLET COORDINATE CUTOUT AT ELECTRICAL OUTLET PULL 7'-2" AFF UON1' - 1" UON 3/4"2' - 8" UON1' - 1" SEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS CABINET DOOR CABINET 3/4" SHELF, BACK AND SIDE PANELS 3/4" SHELF, BACK AND SIDE PANELS 3/4" X 2" VALANCE TO MATCH CABINET PULL LOCATE ELECTRIC OUTLET AT ONE SIDE1' - 2"1' - 3 1/4"MICROWAVE, OFOI (NIC) LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS 1' - 10" PROVIDE 1" RADIUSED OUTSIDE CORNERS 3' - 6" UON4"4"1 1/2"2' - 1" UON BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS OPEN BOTTOM BASE CABINET BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS OPENING, FINISH TO MATCH COUNTERTOP COUNTERTOP CONTINUOUS BASECONTINUOUS BASECONTINUOUS BASE PULL 7'-2" AFF UON1' - 2" UON 3/4"2"2' - 8" UON1' - 1" SEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS CABINET ADJUSTABLE SHELF 3/4" X 2" VALANCE TO MATCH CABINET UNDERCABINET LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS 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" UONPROVIDE 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" UON4"2' - 1" UON BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS BACKSPLASH AND SIDESPLASH WHERE INDICATED ON ELEVATIONS COUNTERTOP ADJUSTABLE SHELF CABINET CONTINUOUS BASE 1/2" CORE1/2" CORE BUILT-UP SOLID SURFACE EDGE 3/16" RADIUSED EDGE2"1 1/2"BRACE A MAINTAIN ADA CLEARANCES 1'-4 1/8" +/-2'-9 1/4" +/-9"PROVIDE 2"X2"X3/16" STAINLESS STEEL HSS WITH WELDED CONNECTIONS GROUND SMOOTH PROVIDE 2"X2"X3/16" STAINLESS STEEL HSS WITH WELDED CONNECTIONS GROUND SMOOTH PROVIDE 2"X2"X3/16" STAINLESS STEEL HSS WITH WELDED CONNECTIONS GROUND SMOOTH PROVIDE 2"X3"X1/4" STAINLESS STEEL BASEPLATE WELDED TO VERTICAL LEG, ANCHOR TO FLOOR WITH EXPANSION ANCHORS ALIGN WITH OUTSIDE FACE OF LAVATORY 3/4" CORE3/4" CORE 1 1/2"PLASTIC LAMINATE 3/16" RADIUSED EDGE BUILT-UP SOLID SURFACE EDGE FULLY ADHERED JOINT CONTINUOUS CLEAR SEALANT AT JOINT 3' - 7 3/4"1/4"4 1/2"1/4"4 1/2"1/4"2' - 4 1/2"4"CONTINUOUS BASE PULL CABINET DOOR-MOUNTED PULL OUT HARDWARE AND WASTE CONTAINER 2' - 0" UON 7' - 2" UONSEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS CABINET DRAWER TALL CABINET FIXED SHELF CABINET DRAWER PROVIDE TWO (2) ADJUSTABLE SHELVES AT HALF-HEIGHT SOLID SURFACE COUNTERTOP WITH INTEGRAL SINK AND INTEGRAL BACK AND SIDESPLASHES COUNTERTOP SUPPORT BRACKET: RAKKS MAKE-TO- ORDER VANITY BRACKET REMOVABLE PIPE SHIELD: 1/2" SOLID SURFACE ON 1/2" MARINE- GRADE PLYWOOD, NOTCH TOP OF PIPE SHIELD AT SINK BOWLS PROVIDE QUICK RETURN DRAIN; SEE PLUMBING DRAWINGS 6" 1' - 10" UON TWO (2) LAYERS 1/2" MARINE GRADE PLYWOOD 4"2' - 10" UONSINK TYPE #- BASIS-OF -DESIGN: DUPONT CORIAN LAVATORY #820 1' - 8" 7 0 ° 7 1/4"1' - 6"3" FRONT OVERFLOW4"1/2"REMOVABLE PIPE SHIELD TO SIT PROUD OF END PANEL(2) 8" MIN 6"END PANEL AT EXPOSED ENDS:EXTEND 6" APRON TO CREATE CONTINUOUS 1/2" SOLID SURFACE ON 1/2" MARINE GRADE PLYWOOD TO MATCH COUNTERTOP 7 3/4"6"UON 1' - 10"1' - 9"MAINTAIN ADA CLEARANCES 1"VARIES1" 1/16" STAINLESS STEEL BREAK FORMED METAL ALL 4 SIDES AND SILL WALL CONSTRUCTION AS INDICATED MAGNETIC CATCH PLASTIC LAMINATE CLAD 3/4" PARTICLE BOARD DOOR WIRE PULL SELF-CLOSING SPRING HINGES 2(TOTAL) (LABRATORY SIDE) (TOILET ROOM SIDE) PLASTIC LAMINATE CLAD 3/4" PARTICLE BOARD DOOR WIRE PULL SELF-CLOSING SPRING HINGES 2(TOTAL)7'-2" AFF UON3/4"2"2' - 8" UONSEE 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 2' - 1"1"2' - 1"1"1' - 1"1' - 1"SECTION VIEW PLAN VIEW PROVIDE SCRIBE AS REQURIED TO PERMIT DOOR TO OPEN FULLY AND MIRROR ON OPPOSITE SIDE (MINIMUM 1", VIF) DOOR SHALL OPEN RIGHT-HANDED WHERE CABINET IS MOUNTED WITH CORNER AT RIGHT SIDE OF ROOM ELEVATION. MIRROR FOR OPPOSITE.3' - 8 3/4"3' - 1 1/4"4"CONTINUOUS BASE PULL CABINET DOOR-MOUNTED PULL OUT HARDWARE AND WASTE CONTAINER 2' - 0" UON 7' - 2" UONSEE REFLECTED CEILING PLAN FOR SOFFIT LOCATIONS TALL CABINET FIXED SHELF PROVIDE TWO (2) ADJUSTABLE SHELVES AT HALF-HEIGHT 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.2/5/2021 4:54:36 PMA552 INTERIOR DETAILS - CASEWORK 02/05/2021 2018089 HRT, KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/4" = 1'-0"A9 CDS 101, 102 - BASE CABINET - DOOR 3/4" = 1'-0"C7 CDS 155M - SINK - LAY IN 3/4" = 1'-0"A7 CDS 211, 212 - BASE CABINET - DRAWER AND DOOR 3/4" = 1'-0"A6 CDS 230 - BASE CABINET - 3 DRAWER 3/4" = 1'-0"E9 CDS 301M, 302M, 309M - WALL HUNG CABINET - DOOR 1" = 1'-0"E6 CDS 301G - PAPER TOWEL DISPENSER CABINET 3/4" = 1'-0"G11 CDS 401, 402, 411, 412 - TALL STORAGE CABINET - DOOR 3/4" = 1'-0"C11 CDS 901 - SUPPORT BRACKETS AND END PANEL - SIT DOWN 3/4" = 1'-0"A3 CDS 903 - BASE CABINET - DOOR MOUNTED BIN 3/4" = 1'-0"G4 CDS 350M - HUTCH CABINET - MAIL BOX 3/4" = 1'-0"A1 CDS 904 - BASE CABINET - DRAWER AND DOOR MOUNTED BIN 3/4" = 1'-0"G5 CDS 905 - TALL STORAGE CABINET - MICROWAVE/REFRIGERATOR 3/4" = 1'-0"E1 CDS 326M - WALL HUNG CABINET WITH MICROWAVE 3/4" = 1'-0"A5 CDS 902 - CUSTOM BASE CABINET - SOILED LINEN 3/4" = 1'-0"E11 CDS 300M - WALL HUNG CABINET - OPEN 3/4" = 1'-0"C9 CDS 152 - SINK CABINET 3/4" = 1'-0"A11 CDS 100 - BASE CABINET - OPEN 6" = 1'-0"G1 COUNTER EDGE - SOLID SURFACE - SOFT EDGE - E1 3/4" = 1'-0"C3 LAVATORY BRACES 6" = 1'-0"H1 COUNTER EDGE - PLASTIC LAMINATE TO SOLID SURFACE - SOFT EDGE - E2 3/4" = 1'-0"G7 CDS 400 - TALL STORAGE W/ TRASH DISPOSAL 3/4" = 1'-0"C5 CDS 154C - LAVATORY SECTION - INTEGRAL SINK - SOLID SURFACE 1 1/2" = 1'-0"C1 PASS-THROUGH SPECIMEN CABINET 3/4" = 1'-0"E3 CDS 308 - WALL HUNG CORNER CABINET 3/4" = 1'-0"G9 CDS 400M - TALL STORAGE W/ TRASH DISPOSAL - NO DRAWERS REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 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 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 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 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 CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP 5C 5C CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP CEILING HEIGHT REFER TO RCP SUSPENSION WIRE WALL ANGLE ACOUSTICAL PANEL CEILING, CUT PARTIAL PANEL TO MATCH EDGE, TYP. PAINT EDGES TO MATCH PANEL SUSPENSION TEE FACE OF WALL 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 SUSPENSION WIRE FACE OF WALL GYPSUM BOARD WALL ANGLE WOOD CEILING FACE OF WALL SUSPENSION WIRE SUSPENSION WIRE GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL ALUMINUM CEILING TRIM 6" UON6" UON1" MINWALL ANGLE NON-STRUCTURAL METAL FRAMING, BRACING AS REQUIRED GYPSUM BOARD GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL SUSPENSION WIRE VARIES CORNERBEAD GYPSUM BOARD NON-STRUCTURAL METAL FRAMING, BRACING AS REQUIRED WALL ANGLE 6" UONSUSPENSION WIRE GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL CORNERBEAD FACE OF WALL VARIES 1" FACE OF CABINET, WHERE APPLICABLE FACE OF SOFFIT SHALL EXTEND 1" BEYOND FACE OF CABINET TYP, UON 6" UONSUSPENSION 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 NON-STRUCTURAL METAL FRAMING, BRACING AS REQUIRED CORNERBEAD FACE OF WALL 1" FACE OF CABINET, WHERE APPLICABLE VARIES, SEE RCP FACE OF SOFFIT SHALL EXTEND 1" BEYOND FACE OF CABINET TYP, UON WOOD CEILING GYPSUM BOARD NON-STRUCTURAL METAL FRAMING, BRACING AS REQUIRED 6" UONSUSPENSION WIRE SUSPENSION SYSTEM WALL ANGLE GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL SUSPENSION WIRE PROVIDE LEVEL 5 FINISH AT WALL BELOW WALL WASH FIXTURE, TYP2"LED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS GYPSUM BOARD CORNERBEAD FACE OF WALL NON-STRUCTURAL METAL FRAMING, BRACING AS REQUIRED SUSPENSION WIRE PROVIDE LEVEL 5 FINISH AT WALL BELOW WALL WASH FIXTURE, TYP LED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS6" UONWALL ANGLE VARIES CORNERBEAD 6" UONGYPSUM BOARD GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL NON-STRUCTURAL METAL FRAMING, BRACING AS REQUIRED NON-STRUCTURAL METAL FRAMING, BRACING AS REQUIRED 2"ALUMINUM CEILING TRIM BASIS OF DESIGN: ARMSTRONG AXIOM - AXTBC GYPSUM BOARD ACOUSTICAL PANEL CEILING, CUT PARTIAL PANEL TO MATCH EDGE, TYP. PAINT EDGES TO MATCH PANEL SUSPENSION WIRE ALUMINUM CEILING TRIM. BASIS OF DESIGN: ARMSTRONG AXIOM "F" VERTICAL - AXTR7906 NON-STRUCTURAL METAL FRAMING ALUMINUM TRIM BASIS OF DESIGN: ARMSTRONG INDIRECT LIGHT COVE SUSPENSION WIRE GYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL COVE CEILING-TO-CEILING LIGHT FIXTURE4"10"1' - 2"STRUCTURAL SUPPORT, REFER TO STRUCTURAL DRAWINGS AND OPERABLE PARTITION MANUFACTURER DRAWINGS FOR FURTHER INFORMATION OPERABLE ACOUSITC PARITION, REFER TO MANUFACTURER DRAWINGS FOR FURTHER INFORMATION Low Roof 124'-6" Low Roof 124'-6"WOOD CEILING GYPSUM BOARD NON-STRUCTURAL METAL FRAMING, BRACING AS REQUIRED 6" UONSUSPENSION WIRE SUSPENSION SYSTEM WALL ANGLE 6" UONGYPSUM BOARD OR ACOUSTICAL PANEL CEILING, AS INDICATED, CUT PARTIAL PANEL TO MATCH TEGULAR EDGE, TYP. PAINT EDGES TO MATCH PANEL CORNERBEAD 1" MINVARIES 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.2/5/2021 4:54:41 PMA561 RCP DETAILS 02/05/2021 2018089 BPL, KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1 1/2" = 1'-0"H2 TYP CEILING DETAIL - APC @ WALL - SQUARE LAY-IN 1 1/2" = 1'-0"H4 TYP CEILING DETAIL - APC AT WALL - TEGULAR 1 1/2" = 1'-0"H6 TYP CEILING DETAIL - GYPSUM AT WALL 1 1/2" = 1'-0"H7 TYP CEILING DETAIL - WOOD AT WALL 1 1/2" = 1'-0"H10 CEILING DETAIL - FLUSH TRANSITION - APC TO APC 1 1/2" = 1'-0"F1 CEILING DETAIL - GYPSUM BOARD SOFFIT - TEGULAR 1 1/2" = 1'-0"F4 CEILING DETAIL - GYPSUM BOARD TO APC - SQUARE LAY-IN 1 1/2" = 1'-0"F7 CEILING DETAIL - GYPSUM BOARD TO APC - TEGULAR 1 1/2" = 1'-0"D11 CEILING DETAIL - WOOD TO GYPSUM BOARD 1 1/2" = 1'-0"D9 CEILING DETAIL - LED FIXTURE 1 1/2" = 1'-0"F10 CEILING DETAIL - GYPSUM BOARD CEILING TO GYPSUM BOARD SOFFIT 1 1/2" = 1'-0"D5 CEILING DETAIL - LED FIXTURE WITH GYPSUM BOARD HEADER 1 1/2" = 1'-0"A4 CEILING DETAIL - TRANSITION - VERTICAL GYPSUM BOARD TO APC 1 1/2" = 1'-0"D2 CEILING DETAIL - METAL TRIM COVE LIGHT AT CEILING 1 1/2" = 1'-0"A6 CEILING DETAIL - OPERABLE ACOUSTIC PARTITION 1 1/2" = 1'-0"A2 CEILING DETAIL - SECTION @ RECEPTION 101B REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 EWS-12' - 3 1/2"3' - 2"1B 1B 1' - 3"3 3 ° 2' - 1 1 " LINE OF WALL BELOW SOLID SURFACE TRANSACTION COUNTER COUNTER SUPPORT BRACKETS @ 3'-0" O.C. MAX SOLID SURFACE COUNTER 1 0 1 /4"A6 A562 ________________________________________________ A10 A562 ________________________________________________ SOLID SURFACE RETURN, SOFT EDGE ON ALL OUTSIDE EDGES, TYP 2' - 8 1/2"3' - 1 3/4"2' - 9 1/4" 52° 3' - 3"6' - 0"2' - 0"G11 A562 ________________________________________________3' - 0"SOLID SURFACE BENCH LINE OF P-LAM FACE BELOW ALIGN P-LAM FACE TO WALL, NO TOE KICK AT THIS SIDE 2" RADIUS AT CORNERS 11' - 5 3/8" 4 ' - 8 1 /4 "9 1 /8 "VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FABRICATION 1 ' - 8 1 /2 "D11 A562 ________________________________________________ A562 A1 C8 A562 ________________________________________________ 1 ' - 1 0 5 /8"2' - 6"1' - 5 7/8"6' - 1 3 /4"2' - 2 7/ 8 " 1 ' - 1 0 3 /8" 2 ' - 0 5 /8 "2 ' - 2 3 /4 "3 ' - 1 1 7 /8 "1' - 6" R12 ' - 0 " 8 ' - 3 1 /8 "13' - 8" R 4' - 0" R 12 ' - 0 1/ 4 " 10' - 0 3/4" R 8 ' - 9 7 /8 "1B 1B TOP OF WALL CAP @ 24" AFF 1B BL-D SOILID SURFACE WITH BULLNOSE EDGE 2"4"1' - 6"WALL BASE AS SCHEDULED, TYP. (3) BUILT-UP 1/4" BENDABLE PLYS FACED WITH PLASTIC LAMINATE FIXED PANEL VARIES 2 3/4" SEALANT 101BA 1B 1B 1B 1B BL-SG-C 1 1 3 /4 "3 ' - 5 1 /4 "1' - 0 1/4" 2' - 0" 1' - 0"1' - 0"3' - 9 3/4"3 ' - 2 1 /4 " 3 ' - 1 1 1 /4 "2' - 0 1/4"1' - 0"8"1' - 8"3 ' - 8 " 4' - 8" A L IG N 103° 103°1' - 1 3/4"5 1/2"2' - 1"DAYGATE 101B RECEPTION 101 LOBBY/WAITING ALUMINUM COLUMN COVER COUNTER SUPPORT BRACKETS @ 3'-0" O.C. MAX LINE OF WALL BELOW D10 A565 ________________________________________________ 6' - 0"7' - 10"2' - 0"1' - 0"10"10"8' - 8 1/4"102°A3 A562 ________________________________________________ SOLID SURFACE BENCH WITH SOFT EDGE ON ALL OUTSIDE EDGES, TYP 1' - 2 1/2"3' - 9"2' - 1 1/4"1' - 4"3' - 5"3' - 10 1/4" FIRST FLOOR 100' -0" 3/4" MARINE GRADE PLYWOOD FLUID APPLIED WATERPROOFING BARRIER. APPLY TO ENTIRE INNER SURFACE OF PLYWOOD PLANTER BOX AS SHOWN. BASIS OF DESIGN GACOFLEX LM60 SYSTEM BY GACO PROVIDE A REMOVABLE GALVANIZED METAL PLANTER BOX, CUSTOM FIT FOR PLANTER AREA 3"1/4"1' - 0"5/8" MARINE PLYWOOD SOLID SURFACE STOOL WITH SOFT EDGES AT ALL OUTSIDE CORNERS, TYP STIFFCLIP CL ANCHOR @ 16"OC (OR APPROVED EQUAL) 2X8 WOOD BLOCKING AT 12" OC PARTITION TYPE AS SCHEDULED 3/4" MARINE GRADE PLYWOOD FLUID APPLIED WATERPROOFING BARRIER. APPLY TO ENTIRE INNER SURFACE OF PLYWOOD PLANTER BOX AS SHOWN. BASIS OF DESIGN GACOFLEX LM60 SYSTEM BY GACO PROVIDE A REMOVABLE GALVANIZED METAL PLANTER BOX, CUSTOM FIT FOR PLANTER AREA SOLID SURFACE STOOL WITH SOFT EDGES AT ALL OUTSIDE CORNERS, TYP STIFFCLIP CL ANCHOR @ 16"OC (OR APPROVED EQUAL) 2X8 WOOD BLOCKING AT 12" OC 2' - 0"1/2" TEMPERED GLAZING WITH WINDOW FILM (WF1)3"1' - 0"CONTINUOUS SEALANT ALL SIDES, TYPICAL GLAZING GASKET, PER MANUFACTURER RECOMMENDATIONS SHIM AS REQUIRED 1" BLACK FINISH ANODIZED ALUMINUM DEEP CHANNEL, BASIS OF DESIGN CR LAURENCE CASCADE GLASS WALL, FASTEN PER MANUFACTURER RECOMMENDATIONS CONTINUOUS WOOD BLOCKING 1-1/2" BLACK FINISH ANODIZED ALUMINUM DEEP CHANNEL, BASIS OF DESIGN CR LAURENCE CASCADE GLASS WALL, FASTEN PER MANUFACTURER RECOMMENDATIONS GLAZING GASKET, PER MANUFACTURER RECOMMENDATIONS CONTINUOUS BOX BEAM HEADER CONTINUOUS SEALANT ALL SIDES, TYPICAL OPEN CORNER FOR WIRE MANAGEMENT SUPPORT BRACKET STIFFCLIP CL ANCHOR @ 16" OC (OR APPROVED EQUAL) PROVIDE PATHWAYS FOR FUTURE ELECTRICAL/DATA RUNS A552 G1 8"2' - 11"2' - 6"SOFT EDGE ON ALL OUTSIDE EDGES, TYP SOLID SURFACE COUNTERTOP, RETURN SOLID SURFACE AT ENDS 2" WALL PROTECTION CONTINUOUS BASE SOLID SURFACE ON 3/4" PLYWOOD BLOCKING WALL BASE AS SCHEDULED 1' - 3" 1' - 11 1/2" LED LIGHT TAPE 3 3/8"8 1/2"7 1/2"1 1/2"3" DIAMETER GROMMET, MINIMUM ONE (1) PER 3' -0" OC, COORDINATE LOCATIONS WITH OWNER 3/4" CORE SOLID SURFACE COUNTERTOP, RETURN SOLID SURFACE AT ENDS SOFT EDGE ON ALL OUTSIDE EDGES, TYP TACKABLE PANEL CONTINUOUS BASE 2" PROVIDE PATHWAYS FOR FUTURE ELECTRICAL/DATA RUNS OPEN CORNER FOR WIRE MANAGEMENT 2X4 WOOD BLOCKING AT 12" OC SUPPORT BRACKET STIFFCLIP CL ANCHOR @ 16" OC (OR APPROVED EQUAL) 2' - 6"3' - 6"2" A552 G1 A552 G1 3' - 2 1/2" 2' - 11" WALL PROTECTION SOLID SURFACE ON 3/4" PLYWOOD BLOCKING WALL BASE AS SCHEDULED D11 A562 ________________________________________________ 1/2" TEMPERED GLAZING WITH WF1 2' - 0"CONTINUOUS BASE SOLID SURFACE CAP7' - 4"3"BL-D 5/8" PLYWOOD FLUID APPLIED WATERPROOFING BARRIER. APPLY TO ENTIRE INNER SURFACE OF PLYWOOD PLANTER BOX AS SHOWN. BASIS OF DESIGN GACOFLEX LM60 SYSTEM BY GACO PROVIDE A REMOVABLE GALVANIZED METAL PLANTER BOX, CUSTOM FIT FOR PLANTER AREA 3"11 1/4"2X4 WOOD BLOCKING AT 12" OC SOLID SURFACE BENCH WITH SOFT EDGE ON ALL OUTSIDE EDGES, TYP WALL BASE AS SCHEDULED, TYP. 3/4" PLYWOOD 3 5/8"8"1' - 7"VARIES 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.2/5/2021 4:54:48 PMA562 ENLARGED PLANS, ELEVATIONS AND SECTIONS 02/05/2021 2018089 KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/2" = 1'-0"G1 ENLARGED PLAN - MAIN LOBBY 100 RECEPTION DESK 1/2" = 1'-0"G8 LOBBY/ WAITING 101 MILLWORK BENCH ENLARGED PLAN 1/2" = 1'-0"C4 LOBBY/WAITING 101 - ENLARGED PLANTER PLAN 1 1/2" = 1'-0"G11 DETAIL - SOLID SURFACE BENCH WITH P-LAM FACE 1/2" = 1'-0"C1 RECEPTION 101B ENLARGED PLAN 1/2" = 1'-0"G4 ENLARGED PLAN - MAIN LOBBY 100 STAIR PLANTER/BENCH 1 1/2" = 1'-0"C8 DETAIL - LOBBY/WAITING 101 PLANTER AT WINDOW 1 1/2" = 1'-0"D11 DETAIL - LOBBY/WAITING 101 PLANTER AT PANEL 1 1/2" = 1'-0"A10 DETAIL - SECTION @ MAIN LOBBY 100 DESK - COUNTER 1 1/2" = 1'-0"A6 DETAIL - SECTION @ MAIN LOBBY 100 DESK - TRANSACTION 1/2" = 1'-0"A1 LOBBY/WAITING 101 - ENLARGED PLANTER/PANEL ELEVATION 1 1/2" = 1'-0"A3 DETAIL - SECTION @ MAIN LOBBY 100 PLANTER/ BENCH REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 3A 4C 3A 3A 3A 202 SHARED RECEPTION/ REGISTRATION 201 WAITING 207 CIRCULATION 2 ' - 10 1/4"1' - 0"5 1/ 2 "2' - 7" 3 ' - 0 "5 ' - 1 0 "1 "5 1 /2 "1 "4 ' - 1 0 "1 "5 1 /2 "1 "2 ' - 1 0 "1 " 3A 3A 3A 3A 3A 3A 3A 3A 3A 3A BL-C BL-C BL-C 2 ' - 2 1 /2 " 1 ' - 6 "1 ' - 2 "3 3 /4 "5 3 /4 "2 ' - 0 "1 ' - 6 "1 ' - 2 "1 2 0 ° 1 2 0 ° 4C 4C BL-SG-B BL-SG-A C7 A563 ________________________________________________ A7 A563 ________________________________________________ A8 A563 ________________________________________________ A10 A563 ________________________________________________1' - 0"4' - 0"2' - 9 1/2"BL-SC-C 3A 3A LINE OF WALL BELOW, TYPICAL PROVIDE SOLID SURFACE FRONT AND SIDE FACE, TYPICAL FOR ALL LINE OF WP1 BELOW, TYPICAL 147°LINE OF SAW1 WALL WRAP, TYPICAL BL-G A604 D7 3A 3A 3A 3A 3A 3A 6"2' - 0"1' - 6"1' - 2"3 3/4"6"2' - 0"1' - 6"1' - 2"3 3/4"6"2' - 0"1' - 6"1' - 2"3 3/4"1' - 6"2' - 0"1' - 6"1' - 2"3' - 10 1/4"1' - 0" 5 1/2" 2' - 5"1"5 1/2"1"5' - 10"1"5 1/2"1"4' - 10"1"5 1/2"1"4' - 10"1"5 1/2"1"4' - 11"BL-SG-B BL-SG-B BL-SG-B 402 REGISTRATION 402A 402B BL-A BL-A BL-A BL-A 2' - 10"2' - 10"401 IMAGING GUEST LOUNGE/WAITING 4C 4C 4C 4C 3A 3A 3A 3A 3A 3A 3A A8 A563 ________________________________________________ C7 A563 ________________________________________________2' - 10"3' - 0"LINE OF WALL BELOW, TYPICAL 120°120°120°BL-SG-A A7 A563 ________________________________________________ A10 A563 ________________________________________________120°PROVIDE SOLID SURFACE FRONT AND SIDE FACE, TYPICAL FOR ALL LINE OF WP1 BELOW, TYPICAL LINE OF SAW1 WALL WRAP, TYPICAL BL-K A604 D7 3A 3A 3A 3A 3A 3A 3 3/4"6"2' - 0"1' - 6"1' - 2"3 3/4"6"2' - 0"1' - 6"1' - 2"3 3/4"1' - 6"2' - 0"1' - 6"1' - 2"3' - 10 1/4"1' - 0"5 1/2"1"5 1/2"1"5' - 10"1"5 1/2"1"4' - 10"1"5 1/2"1"4' - 11"BL-SG-A BL-SG-B BL-SG-B BL-A BL-A BL-A 3' - 0"2' - 10"2' - 10"A8 A563 ________________________________________________ LINE OF WALL BELOW, TYPICAL 3A 120°1' - 0" 3A 1' - 0" 1' - 0"120°120°501 GUEST WAITING/ CIRCULATION 502 REGISTRATION 4C 4C 4C 3A 3A A10 A563 ________________________________________________ A7 A563 ________________________________________________ PROVIDE SOLID SURFACE FRONT AND SIDE FACE, TYPICAL FOR ALL LINE OF WP1 BELOW, TYPICAL LINE OF SAW1 WALL WRAP, TYPICAL C7 A563 ________________________________________________ A604 D7 3A 3A 3A 3A 3 3/4"6' - 0 1/4"1" 5 1/2" 1"4' - 10"1" 5 1/2" 1"4' - 11"2' - 5"5 1/2"1' - 0"3' - 10 1/4"BL-SG-B BL-SG-B BL-A BL-A 501 GUEST WAITING/ CIRCULATION 502 REGISTRATION 2' - 10"2' - 10" 3A 3A3A3A4C4C 4C 1' - 0"3 3/4" 1' - 6" 2' - 0" 1' - 6" 1' - 2" 3 3/4" 6" 2' - 0" 1' - 6" 1' - 2" 3 3/4" 6" 2' - 0" 1' - 6" 1' - 2"1' - 0"1' - 0"3' - 0" BL-SG-A 3A 3A C7 A563 ________________________________________________ A8 A563 ________________________________________________ LINE OF WALL BELOW, TYPICAL 120°120°120° A7 A563 ________________________________________________ A10 A563 ________________________________________________ PROVIDE SOLID SURFACE FRONT AND SIDE FACE, TYPICAL FOR ALL LINE OF WP1 BELOW, TYPICAL LINE OF SAW1 WALL WRAP, TYPICAL A604 D7 66° 2B 3A BL-SG-A BL-SG-A BL-B 1A 3A 3A 3A A7 A563 ________________________________________________ 66° 4C 4C PROVIDE SOLID SURFACE FRONT AND SIDE FACE, TYPICAL FOR ALL 4' - 1"1' - 0"5 1/2"2' - 5"1' - 8"1' - 0"5 1/2"2' - 5" LINE OF WALL BELOW, TYPICAL 2 ' - 4 1 /8 " 2 ' - 0 " 1 ' - 6 " 1 ' - 3 1 /8 "3 5 /8 " 6 3 /8 " 2 ' - 0 " 1 ' - 6 "1 ' - 0 " 1 2 0 ° A8 A563 ________________________________________________ A10 A563 ________________________________________________ C7 A563 ________________________________________________ LINE OF WP1 BELOW, TYPICAL LINE OF SAW1 WALL WRAP, TYPICAL 1 2 0 ° A604 D7 CONTINUOUS SEALANT ALL SIDES, TYPICAL SOLID SURFACE SILL OVER 3/4" PLYWOOD SOLID SURFACE APRON PROVIDE 3/16" EASED EDGE AT EXPOSED CORNER SURFACE APPLIED FIXED RAIL, PER MANUFACTURER 1/4" TEMPERED GLAZING SOLID SURFACE COUNTERTOP OVER 3/4" PLYWOOD LINE OF WALL BEYOND, SOLID SURFACE APRON TO ALIGN TO FACE OF WALL PROVIDE SAW2 BULLETIN BOARD SURFACE SURFACE APPLIED GUIDE PER MANUFACTURER STIFFCLIP CL ANCHOR @ 16" OC (OR APPROVED EQUAL) RESILIENT BASE (BOTH SIDES) OPEN CORNER FOR WIRE MANAGEMENT SURFACE MOUNT SUPPORT BRACKET REMOVABLE PANEL FOR WIRE MANAGEMENT POWER & DATA OUTLETS, SEE ELECTRICAL DRAWINGS WALL PROTECTION (WP1), TYPICAL SOLID SURFACE OVER 3/4" PLYWOOD, PROVIDE 3/16" RADIUS CORNERS AND CONTINUOUS WATERFALL EDGES TYPICAL 1/2" TEMPERED GLAZING 1/2" TEMPERED GLAZING WITH APPLIED WINDOW FILM (WF1) SOUND ABSORBING WALL WRAP (SAW1) CONTINUOUS SEALANT ALL SIDES, TYPICAL CORNER BEAD, TYPICAL CORNER BEAD, TYPICAL SEE FLOOR PLAN VARIES INSIDE WALL FLUSH MOUNT COUNTER SUPPORT BRACKET A604 C9 SEE FLOOR PLAN VARIES 6' - 6"2' - 0" SOUND ABSORBING WALL UNIT FASTENED WITH CLEAT SYSTEM (SAW3) A11 A563 ________________________________________________6' - 10"2' - 6"SOLID SURFACE SILL OVER 3/4" PLYWOOD 1/2" TEMPERED GLAZING WITH APPLIED WINDOW FILM (WF1) SECURED IN BLACK FINISH ANODIZED ALUMINUM DEEP CHANNEL RESILIENT BASE (BOTH SIDES) STIFFCLIP CL ANCHOR @ 16" OC (OR APPROVED EQUAL) CONTINUOUS SEALANT ALL SIDES, TYPICAL A604 C1 WP1, TYPICAL (BOTH SIDES) SURFACE APPLIED GUIDES, PER MANUFACTURER 1/4" TEMPERED GLAZING SOLID SURFACE COUNTERTOP OVER 3/4" PLYWOOD LINE OF SOLID SURFACE TOP AND FRONT BASED BEYOND LINE OF FIXED LITE BEYOND SAW1 SOUND ABSORPTION WALL FABRIC WRAP SAW3 SOUND ABSORPTION WALL UNIT CLEATS FASTENER SOLID SURFACE COUNTERTOP TYPES SEE PARTITION 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.2/5/2021 4:54:56 PMA563 ENLARGED PLANS, ELEVATIONS AND SECTIONS 02/05/2021 2018089 JDC, KAS, HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/2" = 1'-0"A4 SHARED RECEPTION REGISTRATION 202 ENLARGED PLAN 1/2" = 1'-0"E4 REGISTRATION 402 ENLARGED PLAN 1/2" = 1'-0"C1 REGISTRATION 502 NORTH ENLARGED PLAN 1/2" = 1'-0"A1 REGISTRATION 502 SOUTH ENLARGED PLAN 1/2" = 1'-0"G1 REGISTRATION 124 ENLARGED PLAN 1 1/2" = 1'-0"A8 SECTION @ CHECK-IN SOLID SURFACE BARRIER 1 1/2" = 1'-0"C7 SECTION @ CHECK-IN TRANSACTION COUNTER 1 1/2" = 1'-0"A7 SECTION @ CHECK-IN PRIVACY DIVIDER 1 1/2" = 1'-0"A10 SECTION @ CHECK-IN TRANSACTION WINDOW 1 1/2" = 1'-0"A11 SOUND ABSORPTION WALL UNIT DETAIL REVISION SCHEDULE NAME DATE DD Addendum 1 4/9/2020 Received by DiMarco 2/15/2021 S E S E E E S E D E DTV DETV E A564 A8 A5 100A PUBLIC TOILET A3 A1 MIRROR FRAMED LIQUID-SOAP DISPENSER, OFCI PAPER TOWEL DISPENSER, OFCI GRAB BAR CERAMIC TILE COVE BASE GRAB BAR3' - 0"2' - 0" TOILET SEAT COVER STACK BOND CERAMIC TILE (CT2) ONE STRIP COLORED TILE ACCENT (CT3) GRAB BAR TOILET TISSUE (ROLL) DISPENSER GRAB BAR CERAMIC TILE COVE BASE WALL PROTECTION BABY-CHANGING STATION, OFCI 2' - 6"CERAMIC TILE COVE BASE3' - 6"1' - 0"1' - 2" 9" ROBE HOOKROBE HOOK 3' - 3"4' - 8 7/8" WALL PROTECTION CERAMIC TILE COVE BASE WALL PROTECTION A564 D1 F6 D7 D3 509 EXAM/CONSULTMARKERBOARD (PL4) STUD MOUNTED ARTWORK ,OFCI RESILIENT BASE PLASTIC LAMINATE WALL PANEL -(TL2) ACCENT PAINT COLOR, REFER TO FINISH PLANS PLASTIC LAMINATE WALL PANEL -(TL1) ACOUSTICAL TACK SURFACE (SAW-1) ROBE HOOKS3' - 8"3' - 6"2"4' - 0"6"3' - 10"2" EXTEND TO ADJACENT WALL VARIES 1' - 6"4' - 0"A564 F10 HEALTHCARE EQUIPMENT ROBE HOOK WALL PROTECTION RUB RAIL (WP2)2' - 6"1' - 0"2' - 1"4' - 0"GLOVE DISPENSER, OFCI SOAP DISPENSER, OFCI PAPER TOWEL DISPENSER, OFCI 2' - 10"1' - 10"2' - 6"FULL-HEIGHT SOLID SURFACE BACKSPLASH TO MATCH COUNTER. PROVIDE COVE BASE DETAIL AT INTERSECTION REFER TO ACCENT WALL COLOR FOR SOFFIT PAINT COLOR 903 24"34"15" 152 24"34"24" 301M 13"30"24" 301M 13"30"16" 400 24"86"16" RESILIENT BASE 2' - 6"1' - 3"TELEVISION, OFOI PROVIDE BLOCKING FOR WALL MOUNT STUD MOUNTED ARTWORK ,OFCI PLASTIC LAMINATE WALL PANEL -(TL2) ACCENT PAINT COLOR, REFER TO FINISH PLANS PLASTIC LAMINATE WALL PANEL -(TL1) ACOUSTICAL TACK SURFACE (SAW-1) ROBE HOOKS RESILIENT BASE4' - 0"1' - 6"3' - 6"3' - 8"EXTEND TO ADJACENT WALL VARIES 4' - 6"4' - 0"2" CONSULT TABLE UNIT (OFOI) TELEVISION, OFOI PROVIDE BLOCKING FOR WALL MOUNT 4' - 4"9" SOLID SURFACE CLADDING AT FACE AND SIDES (SS1) SOLID SURFACE CAP (SS2) 3-SIDED ELECTRIC FIREPLACE UNIT. COORDINATE POWER BASED ON MANUFACTURER RECOMMENDATIONS. UNIT SHALL BE PROGRAMMED TO EMIT LIGHT BUT NOT HEAT FOR PATIENT SAFETY SOLID SURFACE CLADDING AT FACE AND SIDES TO FINISH FLOOR (SS1)5' - 0"1/2" THICK SOLID SURFACE FACE TRIM AT WALL (SS1)1' - 4"1' - 11"301M 13"32"18" 301G 13"32"24" 903 24"34"18" 152 24"34"24" CORNER GUARDCORNER GUARD LIQUID-SOAP DISPENSER, OFCI PAPER TOWEL DISPENSER, OFCI SOFFIT9' - 0" 1 ' - 6 "PROVIDE 2 1/2" CFMF @ 12" O.C. WITH 1/2" SUBSTRATE AND SOLID SURFACE CLADDING COORDINATE VENTING WITH MANUFACTURER RECOMMENDATIONS 4 ' - 4" 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.2/5/2021 4:55:07 PMA564 ENLARGED PLANS, ELEVATIONS AND SECTIONS 02/05/2021 2018089 HRT, KAS, AFD Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/2" = 1'-0"A11 ENLARGED PLAN - TYPICAL TOILET 1/2" = 1'-0"A8 PUBLIC TOILET 100A - NORTH 1/2" = 1'-0"A5 PUBLIC TOILET 100A - WEST 1/2" = 1'-0"A3 PUBLIC TOILET 100A - SOUTH 1/2" = 1'-0"A1 PUBLIC TOILET 100A - EAST 1/2" = 1'-0"D10 ENLARGED PLAN - TYPICAL EXAM/ CONSULT 1/2" = 1'-0"D7 EXAM/CONSULT - TYPICAL EXAM ACCENT WALL 1 1/2" = 1'-0"D3 EXAM/ CONSULT #509 - SOUTH1/2" = 1'-0"D1 EXAM/ CONSULT #509 - EAST 1/2" = 1'-0"F10 TYPICAL EXAM CASEWORK 1/2" = 1'-0"F6 EXAM/ CONSULT #509 - NORTH 1/2" = 1'-0"F8 EXAM/CONSULT - TYPICAL EXAM ACCENT WALL 2 1/2" = 1'-0"F3 FIREPLACE FEATURE UNIT - TYPICAL ELEVATION 1/2" = 1'-0"D5 EXAM/ CONSULT #320 & #520 - WEST REVISION SCHEDULE NAME DATE 1/2" = 1'-0"F1 ENLARGED PLAN - FIREPLACE FEATURE Received by DiMarco 2/15/2021 EWS-1 F10 A565 ________________________________________________ 4' - 4 1/2"15'-0" LONG AT NURSE WORK 539 & 3396'-6" LONG AT NURSE WORK 214, SCRIBE TO FIT COLUMN ENCLOSURE11' - 3" LONG AT NURSE WORK 517E & 317E2' - 2 1/4"PLASTIC LAMINATE WORK SURFACE WITH SOLID SURFACE EDGE SOUND ABSORBING PARTITION LINE OF WALL BELOW COUNTER SUPPORT BRACKETS @ 4''-0" O.C. MAX PROVIDE CFMF TRIPLE STUD SHEAR POST AT PARTITION END TO PROVIDE ADDITIONAL LATERAL SUPPORT WOOD BLOCKING AS REQUIRED CONTINUOUS BASE PLASTIC LAMINATE ON (2) LAYERS 3/4" CORE 3" DIAMETER GROMMET. COORDINATE LOCATIONS, WITH OWNER SURFACE MOUNTED ALUMINUM SUPPORT BRACKET PAINTED TO MATCH ADJACENT WALL COLOR CABLE RACEWAY 4"5/8" GYPSUM BOARD 1" SOUND ABSORBING WALL UNIT, WRAPPED IN TACKABLE FABRIC (SAW1) 4 7/8" A552 H1 A552 H1 1"1 1/2"1"(2) LAYERS 3/4" CORE BRUSHED ALUMINUM TRIM CHANNEL AT TOP AND EXPOSED ENDS NOTE: PROVIDE 3/8" ALUMINUM TRIM PIECE AT ALL PLASTIC LAMINATE OUTSIDE CORNERS OFFSET ELECTRICAL OUTLETS STIFFCLIP CL ANCHOR @ 16" OC (OR APPROVED EQUAL) PROVIDE PATHWAYS FOR FUTURE ELECTRICAL/DATA RUNS WALL PROTECTION (WP1)1' - 0"D10 A565 ________________________________________________ 5 1/2"6' - 4 1/2"5 1/2"10' - 0"5 1/2"5' - 5 1/8"TYPICAL 9" SOLID SURFACE TRANSACTION COUNTER LINE OF WALL BELOW PLASTIC LAMINATE WORK COUNTER WITH SOLID SURFACE EDGE COUNTER SUPPORT BRACKETS @ 4''-0" O.C. MAX SOLID SURFACE OVER 1/2" PLYWOOD BLOCKING PROVIDE 3/16" RADIUS EASED EDGING AT ALL EXPOSED CORNERS TACKABLE PANEL (SAW2) 3" GROMMETS, COORDINATE LOCATION WITH OWNER IN THE FIELD PLASTIC LAMINATE COUNTERTOP WITH SOLID SURFACE EDGE OPEN CORNER FOR WIRE MANAGEMENT SUPPORT BRACKET WALL PROTECTION STIFFCLIP CL ANCHOR @ 16" OC (OR APPROVED EQUAL) PROVIDE PATHWAYS FOR FUTURE ELECTRICAL/DATA RUNS 3/4" CORE1' - 0"GYPSUM BOARD CONTINUOUS BASE 9" 1 1/2" 1 7/8" PLASTIC LAMINATE FACE SHEET (PL1) PROVIDE SOLID SURFACE END CAP AT ALL EXPOSED LOCATIONS (BEYOND) A552 H1 A D10 A565 ________________________________________________1' - 4"2' - 8"2' - 8"2' - 8"4' - 0" SOLID SURFACE TRANSACTION COUNTER LINE OF WALL BELOW PLASTIC LAMINATE WORK COUNTER WITH SOLID SURFACE EDGE COUNTER SUPPORT BRACKETS @ 4''-0" O.C. MAX SOLID SURFACE END CAP, TYPICAL ALL EXPOSED LOCATIONS SECOND FLOOR 114' -0"3"1/4"1' - 0"3/4" MARINE GRADE PLYWOOD FLUID APPLIED WATERPROOFING BARRIER. APPLY TO ENTIRE INNER SURFACE OF PLYWOOD PLANTER BOX AS SHOWN. BASIS OF DESIGN GACOFLEX LM60 SYSTEM BY GACO PROVIDE A REMOVABLE GALVANIZED METAL PLANTER BOX, CUSTOM FIT FOR PLANTER AREA. BOXES SHALL BE MAXIMUM 6'-0" IN LENGTH FOR EACH SECTION SOLID SURFACE STOOL WITH SOFT EDGES AT ALL OUTSIDE CORNERS, TYP STIFFCLIP CL ANCHOR @ 16"OC (OR APPROVED EQUAL) PARTITION TYPE AS SCHEDULED 6"8" CONTINUOUS BASE 3"2X4 BLOCKING 3"1/4"5/8" MARINE GRADE PLYWOOD 3' - 6"4 3/4"4 3/4"SOLID SURFACE MONOLITHIC TABLE WITH SOFT EDGES AT ALL OUTSIDE CORNERS, TYP NOTE:PROVIDE A MITERED SEAM AT VERTICAL AND HORIZONTAL PANELS, SEE ELEVATION STIFFCLIP CL ANCHOR @ 16"OC (OR APPROVED EQUAL) AT BOTH SIDES OF TABLE LEG 2 1/2" METAL STUD 5/8" MARINE GRADE PLYWOOD ALL SIDES, TYP 4 3/4" SOLID SURFACE APRON BEYOND CONTINUOUS BENT PLATE SUPPORT, TYP 3' - 6"13' - 0" A6 A565 ________________________________________________ LINE OF SOLID SURFACE TABLE LEG BELOW, TYP A565 D8 SOLID SURFACE MONOLITHIC TABLE TOP 3' - 6"13' - 0" SOLID SURFACE MONOLITHIC TABLE WITH SOFT EDGES AT ALL OUTSIDE CORNERS, TYP PROVIDE MITERED SEAMS AT HORIZONTAL AND VERTICAL PANELS, TYP D8 A565 ________________________________________________ FINISHED FLOOR AS SCHEDULED TYP 3' - 6"4 3/4" STIFFCLIP CL ANCHOR @ 16"OC (OR APPROVED EQUAL) AT BOTH SIDES OF TABLE LEG PROVIDE 2 1/2" X 2 1/2" X 1/4" TUBE STEEL FOR HORIZONTAL PANEL (TABLE TOP) SUPPORT, TYP SOLID SURFACE WITH SOFT EDGES AT ALL OUTSIDE CORNERS, TYP 5/8" MARINE GRADE PLYWOOD ALL SIDES, TYP 123° 2 ' - 1 "3' - 7" A L IG N SOLID SURFACE SILL, PROVIDE WATERFALL EDGE A7 A563 ________________________________________________ SIMILAR 4 ' - 0 "BL-H 3/8" CURVED TRANSLUCENT RESIN PANEL (RP1) PROVIDE BENDABLE METAL STUD TRACK ALONG RADIUS (2) LAYERS 1/4" BENDABLE GYPSUM BOARD PLASTIC LAMINATE FACE SHEET (PL1), ALIGN FINISH WITH FACE OF CORRIDOR WALL BEYOND, EXTEND 1/4" MIN BELOW RESILENT BASE SOLID SURFACE WALL CAP (SS1) LINE OF WALL BEYOND RESILIENT BASE STIFFCLIP CL ANCHOR @ 16" OC (OR APPROVED EQUAL) 1/2"1/2" PROVIDE BENDABLE METAL STUD TRACK ALONG RADIUS BRUSHED NICKEL FINISH GLASS CLAMP MOUNTS @ 30" OC. BASIS OF DESIGN CR LAURENCE CMC1. ALL SET SCREWS TO FACE OPPOSITE FROM CORRIDOR 1"6" UON1' - 0" CFMF BOX BEAM HEADER AT CURVED WALL LOCATION REFER TO REFLECTED CEILING PLAN FOR SOFFIT EDGE DETAILS VARIES WITH SLOPEDATE: 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.2/5/2021 4:55:13 PMA565 ENLARGED PLANS, ELEVATIONS AND SECTIONS 02/05/2021 2018089 EKT, KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/2" = 1'-0"G1 ENLARGED PLAN - TYPICAL NURSE STATION POD DESK 1 1/2" = 1'-0"F10 TYPICAL NURSE POD SECTION - SIT DOWN COUNTER 1/2" = 1'-0"C1 ENLARGED PLAN - IMAGING NURSE STATION DESK 1 1/2" = 1'-0"D10 TYPICAL NURSE TRANSACTION COUNTER SECTION 1/2" = 1'-0"F6 ENLARGED PLAN - PRIMARY CARE NURSE STATION 1 1/2" = 1'-0"A10 DETAIL - SECTION @ STAFF BREAK PLANTER/EXTERIOR WALL 1 1/2" = 1'-0"A6 SOLID SURFACE TABLE @ STAFF BREAK 1/2" = 1'-0"A1 ENLARGED PLAN - SOLID SURFACE TABLE @ STAFF BREAK 1/2" = 1'-0"A4 ENLARGED ELAVATION - SOLID SURFACE TABLE @ STAFF BREAK 1 1/2" = 1'-0"D8 PLAN DETAIL - SOLID SURFACE TABLE @ STAFF BREAK 1/2" = 1'-0"H4 ENLARGED PLAN - TRIAGE NURSE ALCOVE 3" = 1'-0"C4 CURVED RESIN PANEL FEATURE WALL DETAIL REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 ABBREVIATION GLASS G GLASS TG NG MONOLITHIC FPLG FIRE PROTECTION LAMINATED GLASS LAMINATED INSULATING IG INSULATING GLASS TEMPERED GLASS SPANDREL GLASS LAG LAMINATED TRANSLUCENT GLASS ITNG INSULATING TEMPERED SPANDREL GLASS ITG INSULATING TEMPERED GLASS REFER TO SPECIFICATION SECTION 088000 'GLAZING' FOR ADDITIONAL INFORMATION. ILG INSULATING LAMINATED GLASS ABBREVIATION DEFINITION UC UNDERCUT DOOR 3/4" HM HOLLOW METAL AL ALUMINUM WD WOOD ISF INTERIOR STORE FRONT ESF EXTERIOR STORE FRONT BL BORROWED LIGHT ECW EXTERIOR CURTAIN WALL STL STEEL LG LAMINATED GLASS FRLG FIRE RESISTANCE LAMINATED GLASS OPENING WIDTH 20 GA METAL STUDS AT 16" OC, TYP (2) 20 GA METAL STUDS (FASTEN TOGETHER AT 12" OC). USE (2) 16 GA STUDS AT OPENINGS 3' - 8" AND GREATER. 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.2/11/2021 3:32:22 PMA601 DOOR AND FRAME SCHEDULES AND LEGENDS 02/05/2021 2018089 CRB Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGDOOR NUMBER ROOM NUMBER ROOM NAME FIRE RATING FRAME DOOR HARDWARE GROUP Comments DOOR NUMBERELEV MATERIAL HEAD JAMB GLAZING TYPE MATERIAL WIDTH HEIGHT GLAZING THIRD FLOOR 300AA 300A PUBLIC TOILET - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-12.0 UC, EMERGENCY RESCUE HARDWARE 300AA 300BA 300B PUBLIC TOILET - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-12.0 UC, EMERGENCY RESCUE HARDWARE 300BA 301A 301 REGISTRATION - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-27.0 -301A 301AA 301A OFFICE MANAGER - F6 HM D5,H5/A603 D5,D6, H6/A603 -D7 WD 3' - 0" 7' - 0"TG 45.0 -301AA 301B 301 REGISTRATION - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 28.0 -301B 301C 301 REGISTRATION - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-52.0 -301C 302A 302 PATIENT TOILET - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-53.0 UC 302A 303A 303 SPECIALTY EXAM/TREATMENT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-54.0 -303A 303B 303 SPECIALTY EXAM/TREATMENT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -303B 304A 304 CIRCULATION - F1 HM H5/A603 H6/A603 -D7 WD 3' - 6" 7' - 0"TG 25.0 -304A 304B 304 CIRCULATION - F1 HM H5/A603 H6/A603 -D7 WD 3' - 6" 7' - 0"TG 25.0 -304B 305A 305 STAFF BREAK AREA - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-54.0 -305A 305AA 305A STAFF TOILET - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-13.0 UC 305AA 306A 306 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -306A 306B 306 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -306B 307A 307 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -307A 307B 307 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -307B 308A 308 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -308A 308B 308 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -308B 309A 309 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -309A 309B 309 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -309B 311A 311 CENTRAL SOILED WORK - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-54.0 UC 311A 311B 311 CENTRAL SOILED WORK - F1 HM H5/A603 H6/A603 -D3 WD 3' - 0" 7' - 0"TG 27.0 UC 311B 312A 312 CENTRAL CLEAN WORK - F1 HM H5/A603 H6/A603 -D3 WD 3' - 0" 7' - 0"TG 55.0 -312A 312B 312 CENTRAL CLEAN WORK - F1 HM H5/A603 H6/A603 -D3 WD 3' - 0" 7' - 0"TG 29.0 -312B 313A 313 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -313A 313B 313 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -313B 314A 314 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -314A 315A 315 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -315A 315B 315 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -315B 316A 316 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -316A 316B 316 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -316B 317A 317 STAFF CIRCULATION - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 28.0 -317A 317AA 317A PROVIDER OFFICE - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 45.0 -317AA 317B 317 STAFF CIRCULATION - F5 HM D5,H5/A603 D5,D6, H6/A603 TG D7 WD 3' - 0" 7' - 0"TG 27.0 -317B 317BA 317 STAFF CIRCULATION - F5 HM D5,H5/A603 D5,D6, H6/A603 TG D7 WD 3' - 0" 7' - 0"TG 27.0 -317BA 317BB 304 CIRCULATION - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 28.0 -317BB 317FA 317F PROVIDER OFFICE - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 46.0 -317FA 318A 318 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -318A 318B 318 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -318B 319A 319 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -319A 319B 319 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -319B 320A 320 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-54.0 -320A 320B 314 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -320B 320B 320 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -320B 321A 321 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -321A 321B 321 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -321B 322A 322 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -322A 322B 322 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -322B 323A 323 ELEC/ DATA - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-17.0 -323A 324A 324 TRIAGE NURSE - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 54.0 -324A 325A 325 STAFF TOILET - F1A AL F5/A603 F6/A603 -D1 WD 3' - 4" 7' - 0"-53.0 UC 325A 326A 326 SPECIALTY EXAM/ TREATMENT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -326A 326AA 326A PATIENT TOILET - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-53.0 UC 326AA 326B 326 SPECIALTY EXAM/ TREATMENT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 6" 7' - 0"-56.0 -326B 327A 327 PATIENT TOILET - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-53.0 UC 327A 327A 327 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -327A 327B 327 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -327B 328A 328 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -328A 328B 328 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -328B 329.1A 329.1 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -329.1A 329.1B 329.1 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -329.1B 329A 329 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -329A 329B 329 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -329B 330A 330 EVS - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-16.0 UC 330A 331A 331 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -331A 331B 331 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -331B 332A 332 LAB DRAW - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 UC 332A 333A 333 SPECIMEN COLLECTION - F1A AL F5/A603 F6/A603 -D1 WD 3' - 4" 7' - 0"-53.0 UC 333A 334A 334 LAB - F1 HM H5/A603 H6/A603 -D4 WD 3' - 0" 7' - 0"TG 27.0 UC 334A 335A 335 SPECIALTY EXAM/TREATMENT/ TELEMED - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -335A 335AA 335A PATIENT TOILET - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 UC 335AA 335B 335B STORAGE - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-28.0 -335B 336A 336 PATIENT TOILET - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-12.0 UC, EMERGENCY RESCUE HARDWARE 336A 339A 339 NURSE WORK - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 28.0 -339A 339AA 339A PROVIDER OFFICE - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 45.0 -339AA 339BA 339B TRIAGE NURSE - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-54.0 -339BA 350A 350 STORAGE - F1 HM H5/A603 H6/A603 -D1 WD 2' - 4" 7' - 0"-16.0 -350A ST1-3 ST1-3 STAIR 1 ISF8 STL SEE NOTE #1 SEE NOTE #1 FRLG (W-120) D6 STL 4' - 0" 7' - 6"FRLG (D-T-H-W-90) 3.0 -ST1-3 ST2-3 ST2-3 STAIR 2 90 MIN F1 HM H5/A603 H6/A603 -D2 WD 3' - 8" 7' - 0" FRLG (D-H-90) 4.0 -ST2-3 DOOR NUMBER ROOM NUMBER ROOM NAME FIRE RATING FRAME DOOR HARDWARE GROUP Comments DOOR NUMBERELEV MATERIAL HEAD JAMB GLAZING TYPE MATERIAL WIDTH HEIGHT GLAZING SECOND FLOOR 200A 200A PUBLIC TOILET - F1 HM F8/A603 F10/A603 -D1 WD 3' - 0" 7' - 0"-12.0 UC, EMERGENCY RESCUE HARDWARE 200A 200B 200B PUBLIC TOILET - F1 HM F8/A603 F10/A603 -D1 WD 3' - 0" 7' - 0"-12.0 UC, EMERGENCY RESCUE HARDWARE 200B 201A 201 WAITING ISF2 STL SEE NOTE #1 SEE NOTE #1 FPLG (D-H-OH-45) D6 STL 4' - 0" 8' - 0" FPLG (D-20) 24.0 -201A 202A 202 SHARED RECEPTION/ REGISTRATION - F1 HM H5/A603 H6/A603 -D2 WD 3' - 0" 7' - 0"TG 27.0 -202A 203A 203 SHARED CLERICAL OFFICE - F1A AL F5/A603 F6/A603 -D1 WD 3' - 4" 7' - 0"-52.0 -203A 204A 204 MULTIPURPOSE/ CONSULT/ TELEMED - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -204A 205A 205 STAFF TOILET - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-13.0 UC 205A 206A 206 SHARED MULTIPURPOSE/ CONSULT/ TELEMED - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-54.0 -206A 207A 207 CIRCULATION - F1 HM H5/A603 H6/A603 -D3 WD 4' - 0" 7' - 0"TG 25.0 -207A 208A 208 SHARED STAFF BREAK - F1A AL F5/A603 F6/A603 -D7 WD 3' - 4" 7' - 0"TG 52.0 -208A 209A 209 MANAGER OFFICE - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-45.0 -209A 210A 210 EXAM - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -210A 211A 211 EXAM - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -211A 212A 212 EXAM - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -212A 213A 213 PHYSICIAN OFFICE/ DICTATION - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 45.0 -213A 215A 215 EXAM - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -215A 216A 216 EXAM - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -216A 217A 217 EXAM - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -217A 218A 218 EXAM (GYN)- F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -218A 219A 219 SHARED CLEAN WORK/ MED PREP - F1 HM H5/A603 H6/A603 -D3 WD 3' - 0" 7' - 0"TG 27.0 -219A 219B 219 SHARED CLEAN WORK/ MED PREP - F1 HM H5/A603 H6/A603 -D3 WD 3' - 0" 7' - 0"TG 29.0 -219B 220A 220 EXAM (GYN) PoS - F1A AL F5/A603 F6/A603 -D1 WD 4' - 4" 7' - 0"-52.0 -220A 221A 221 LAB - F1 HM H5/A603 H6/A603 -D3 WD 3' - 0" 7' - 0"TG 27.0 UC 221A 222A 222 PATIENT TOILET - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-53.0 UC 222A 224A 224 VISITOR TOILET (PoS)- F1 HM H5/A603 H6/A603 -D1 WD 4' - 0" 7' - 0"-12.0 UC, EMERGENCY RESCUE HARDWARE 224A 225A 225 DENTAL TREATMENT ROOM - F1A AL F5/A603 F6/A603 -D1 WD 4' - 4" 7' - 0"-52.0 -225A 226A 226 EVS - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-16.0 UC 226A 227A 227 DENTAL EQUIPMENT STERILIZATION - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-33.0 -227A 227B 227 DENTAL EQUIPMENT STERILIZATION - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-33.0 -227B 228A 228 CIRCULATION - F1 HM H5/A603 H6/A603 -D3 WD 4' - 0" 7' - 0"TG 26.0 -228A 228B 228 CIRCULATION - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-39.0 -228B 228C 228 CIRCULATION - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 54.0 -228C 229A 229 SHARED SOILED HOLDING - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-27.0 UC 229A 230A 230 DENTAL OFFICE - F1 HM H5/A603 H6/A603 -D3 WD 3' - 0" 7' - 0"TG 45.0 -230A 231A 231 SHARED EQUIPMENT STORAGE - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-21.0 -231A 232A 200 WALKING TRACK 20 MIN F1 HM A8/A603 A10/A603 -D3-PR WD 2' - 10" 7' - 0" FPLG (D-20) 65.0 -232A 232B 232 CORRIDOR - F1 HM H5/A603 H6/A603 -D7 WD 3' - 6" 7' - 0"TG 41.0 -232B 232C 232 CORRIDOR - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-36.0 -232C 233A 233 TELMED 20 MIN F1 HM H5/A603 H6/A603 -D2 WD 3' - 0" 7' - 0" FPLG (D-20) 47.0 -233A 234A 234 EDUCATION/ CONFERENCE 20 MIN F1 HM H5/A603 H6/A603 -D7 WD 3' - 6" 7' - 0" FPLG (D-20) 48.0 -234A 235A 235 MULTIPURPOSE/ ACTIVITY 20 MIN F1 HM H5/A603 H6/A603 -D7 WD 3' - 6" 7' - 0" FPLG (D-20) 48.0 -235A 235AA 235 MULTIPURPOSE/ ACTIVITY -A5/A603 A6/A603 66.0 -235AA 236A 236 STAFF TOILET - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-13.0 UC 236A 237A 237 STAFF TOILET - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-13.0 UC 237A 238A 238 OFFICE - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-45.0 -238A 239A 239 RESPITE/ LACTATION - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-13.0 -239A 240A 240 RESPITE/ LACTATION - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-13.0 -240A 241A 241 RESPITE/ MEDITATION - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-54.0 -241A 242A 242 STAFF BREAK - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-67.0 -242A 243A 243 IT/ELEC - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-16.0 -243A ST1-2A ST1-2 STAIR 1 ISF7 STL SEE NOTE #1 SEE NOTE #1 FRLG (W-120) D6 STL 4' - 0" 8' - 0"FRLG (D-T-H-W-90) 2.0 -ST1-2A ST1-2B ST1-2 STAIR 1 ISF5 STL SEE NOTE #1 SEE NOTE #1 FRLG (W-120) D6 STL 3' - 6" 8' - 0"FRLG (D-T-H-W-90) 2.0 -ST1-2B ST2-2A ST2-2 STAIR 90 MIN F1 HM H5/A603 H6/A603 -D2 HM 3' - 8" 7' - 0" FRLG (D-H-90) 4.0 -ST2-2A DOOR NUMBER ROOM NUMBER ROOM NAME FIRE RATING FRAME DOOR HARDWARE GROUP Comments DOOR NUMBERELEV MATERIAL HEAD JAMB GLAZING TYPE MATERIAL WIDTH HEIGHT GLAZING FIRST FLOOR 100AA 100A PUBLIC TOILET - F1 HM F8/A603 F10/A603 -D1 WD 3' - 0" 7' - 0"-12.0 UC, EMERGENCY RESCUE HARDWARE 100AA 100BA 100B PUBLIC TOILET - F1 HM F8/A603 F10/A603 -D1 WD 3' - 0" 7' - 0"-12.0 UC, EMERGENCY RESCUE HARDWARE 100BA 100CA 100C HOLDING/MAIL 20 MIN -STL D8/A603 D10/A603 -D1 HM 3' - 0" 8' - 0"-14.0 PAINTED TO MATCH ADJACENT WALL 100CA 100V1A 100V1 VESTIBULE ESF4 AL SEE NOTE #2 SEE NOTE #2 ITG D6-PR AL 3' - 0" 8' - 0"ITG 6.0 -100V1A 100V1B 100V1 VESTIBULE ESF7 AL SEE NOTE #2 SEE NOTE #2 ITG D6-PR AL 3' - 0" 8' - 0"ITG 22.0 -100V1B 100V2A 100V2 VESTIBULE ESF2 AL SEE NOTE #2 SEE NOTE #2 ITG D6 AL 4' - 0" 8' - 0"ITG 7.0 -100V2A 100V2B 100V2 VESTIBULE ESF5 AL SEE NOTE #2 SEE NOTE #2 ITG D6 AL 4' - 0" 8' - 0"ITG 23.0 -100V2B 101 101 LOBBY/WAITING ISF4 STL SEE NOTE #1 SEE NOTE #1 FPLG (D-H-OH-45) D6 STL 4' - 0" 8' - 0" FPLG (D-20) 24.0 -101 101AA 101A VISITOR TOILET - F1 HM F8/A603 F10/A603 -D1 WD 4' - 0" 7' - 0"-12.0 UC, EMERGENCY RESCUE HARDWARE 101AA 101B 101 LOBBY/WAITING - F1 HM H5/A603 H6/A603 -D7 WD 4' - 0" 7' - 0"TG 25.0 -101B 101BA 101B RECEPTION - F12 HM - F10/A603 -D1 WD 3' - 0" 3' - 4"-32.0 -101BA 101BB 108 NURSE CORE - F1 HM H5/A603 H6/A603 -D2 WD 3' - 0" 7' - 0"TG 33.0 -101BB 102A 102 STAFF BREAK - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-27.0 -102A 103A 103 STAFF TOILET - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-13.0 UC 103A 104A 104 SHARED PROVIDER OFFICE - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-45.0 -104A 105A 122 CORRIDOR - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-49.0 -105A 105B 143 CORRIDOR - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-50.0 -105B 105CA 105C PoS PATIENT TOILET - F1 HM F8/A603 F10/A603 -D1 WD 4' - 0" 7' - 0"-12.0 UC, EMERGENCY RESCUE HARDWARE 105CA 106B 106 TRIAGE/ INTERVIEW - F1A AL F5/A603 F6/A603 -D1 WD 4' - 4" 7' - 0"-52.0 -106B 107A 107 CLEAN HOLDING - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-27.0 -107A 109A 108 NURSE CORE - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-28.0 UC 109A 110A 110 STAT LAB/ MED - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-29.0 UC 110A 111A 111 SOILED WORK - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-27.0 UC 111A 112A 112 EXAM - F1A AL F5/A603 F6/A603 -D1 WD 4' - 4" 7' - 0"-52.0 -112A 113A 113 EXAM - F1A AL F5/A603 F6/A603 -D1 WD 4' - 4" 7' - 0"-52.0 -113A 114A 114 EXAM - F1A AL F5/A603 F6/A603 -D1 WD 4' - 4" 7' - 0"-52.0 -114A 115A 115 EXAM - F1A AL F5/A603 F6/A603 -D1 WD 4' - 4" 7' - 0"-52.0 -115A 116A 116 EXAM - F1A AL F5/A603 F6/A603 -D1 WD 4' - 4" 7' - 0"-52.0 -116A 117A 117 TREATMENT - F1A AL F5/A603 F6/A603 -D1 WD 4' - 4" 7' - 0"-52.0 -117A 118A 118 EXAM - F1A AL F5/A603 F6/A603 -D1 WD 4' - 4" 7' - 0"-52.0 -118A 119A 119 RADIOLOGY (X-RAY)- F1 HM H8/A603 H10/A603 -D1 WD 4' - 0" 7' - 0"-34.0 VINYL DOOR PROTECTION 119A 120A 120 EXAM - F1A AL F5/A603 F6/A603 -D1 WD 4' - 4" 7' - 0"-52.0 -120A 121A 121 EXAM - F1A AL F5/A603 F6/A603 -D1 WD 4' - 4" 7' - 0"-52.0 -121A 122A 122 CORRIDOR 20 MIN F1 HM A8/A603 A10/A603 -D3-PR WD 2' - 10" 7' - 0" FPLG (D-20) 51.0 -122A 122B 122 CORRIDOR - F2 HM D1/A501 D1/A501-SIM -D2 HM 3' - 8" 7' - 0"ITG 8.0 INSULATED EXTERIOR DOOR 122B 123A 123 WAITING / CIRCULATION 20 MIN ISF1 STL SEE NOTE #1 SEE NOTE #1 FPLG (D-H-OH-45) D7 STL 4' - 0" 8' - 0" FPLG (D-20) 24.0 -123A 123B 123 WAITING / CIRCULATION - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-36.0 -123B 124A 124 REGISTRATION - F1A AL F5/A603 F6/A603 -D1 WD 3' - 4" 7' - 0"-52.0 UC 124A 125A 125 EVS - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-16.0 UC 125A 126A 126 LABORATORY - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-33.0 UC 126A 127A 127 SPECIMEN TOILET - F1A AL F5/A603 F6/A603 -D1 WD 4' - 4" 7' - 0"-53.0 UC 127A 128A 128 BLOOD DRAW (PoS)- F1A AL F5/A603 F6/A603 -D1 WD 4' - 4" 7' - 0"-52.0 -128A 129A 129 BLOOD DRAW - F1A AL F5/A603 F6/A603 -D1 WD 3' - 4" 7' - 0"-52.0 -129A 130A 130 BLOOD DRAW - F1A AL F5/A603 F6/A603 -D1 WD 3' - 4" 7' - 0"-52.0 -130A 131A 131 STAFF TOILET - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-13.0 UC 131A 132A 132 SOILED - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-17.0 UC 132A 133A 133 STAFF BREAK - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-54.0 -133A 134A 134 CLEAN SUPPLY - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-18.0 -134A 135A 135 CORRIDOR - F1 HM H5/A603 H6/A603 -D3-PR WD 3' - 0" 7' - 0"TG 61.0 -135A 135B 135 CORRIDOR - F2 HM D1/A501 D1/A501-SIM -D3-PR HM 3' - 0" 7' - 0"ITG 9.0 INSULATED EXTERIOR DOOR 135B 136A 136 WASTE HOLDING - F1 HM H5/A603 H6/A603 -D1 HM 4' - 0" 7' - 0"-19.0 UC 136A 137A 137 CLEAN LINEN HOLDING - F1 HM H5/A603 H6/A603 -D1 HM 4' - 0" 7' - 0"-20.0 -137A 138A 138 SUPPLY CHAIN AREA - F1 HM H5/A603 H6/A603 -D3-PR WD 3' - 0" 7' - 0"TG 62.0 -138A 138AA 138A BUILDING MAINTENANCE TOILET/SHOWER - F1 HM H5/A603 F6/A603 -D1 HM 3' - 0" 7' - 0"-13.0 -138AA 138B 138 SUPPLY CHAIN AREA - F1 HM H5/A603 H6/A603 -D1 HM 4' - 0" 7' - 0"-37.0 -138B 139A 139 EVS SUPPLY & EQUIPMENT - F1 HM H5/A603 H6/A603 -D1 HM 3' - 0" 7' - 0"-54.0 -139A 139B 139 EVS SUPPLY & EQUIPMENT - F1 HM H5/A603 H6/A603 -D1 WD 4' - 0" 7' - 0"-19.0 -139B 140A 140 MAIN SERVER - F1 HM H5/A603 H6/A603 -D1 HM 3' - 0" 7' - 0"-16.0 -140A 141A 141 EMERGENCY EQUIPMENT ROOM - F1 HM H5/A603 H6/A603 -D1 HM 3' - 0" 7' - 0"-16.0 -141A 142A 142 MAIN ELECTRICAL - F1 HM H5/A603 H6/A603 -D1 HM 3' - 0" 7' - 0"-16.0 -142A 143A 143 CORRIDOR - F1 HM H5/A603 H6/A603 -D1 WD 3' - 8" 7' - 0"-41.0 -143A 143B 143 CORRIDOR - F2 HM D1/A501 D1/A501-SIM -D2 HM 4' - 0" 7' - 0"-10.0 INSULATED EXTERIOR DOOR 143B 144A 144 STORAGE - F1 HM H5/A603 H6/A603 -D1 HM 3' - 6" 7' - 0"-19.0 -144A 145A 145 MECHANICAL - F1 HM H5/A603 H6/A603 -D1 HM 3' - 0" 7' - 0"-63.0 2'-0" LEAF 145A 146A 146 WATER SERVICE - F1 HM H5/A603 H6/A603 -D1 HM 3' - 0" 7' - 0"-64.0 2'-0" LEAF 146A ST1-1A ST1-1 STAIR 1 ISF2 STL SEE NOTE #1 SEE NOTE #1 FRLG (W-120) D6 STL 4' - 0" 8' - 0"FRLG (D-T-H-W-90) 1.0 -ST1-1A ST2-1A ST2-1 STAIR 2 90 MIN F1 HM H5/A603 H6/A603 -D2 HM 3' - 8" 7' - 0" FRLG (D-H-90) 4.0 -ST2-1A ST2-1B ST2-1 STAIR 2 - F2 HM D1/A501 D1/A501-SIM -D2 HM 4' - 0" 7' - 0"ITG 5.0 INSULATED EXTERIOR DOOR ST2-1B DOOR AND FRAME SCHEDULE -SECOND FLOOR GLASS TYPES LEGENDKEYED DOOR & FRAME NOTES DOOR AND FRAME ABBREVIATIONS LEGEND DOOR AND FRAME SCHEDULE -FIRST FLOOR DOOR AND FRAME SCHEDULE -THIRD FLOOR 1 INTERIOR STOREFRONT SYSTEM. SEE FRAME ELEVATION A605. 2 EXTERIOR STOREFRONT SYSTEM. SEE FRAME ELEVATION ON A651. 3 XX 4 XX F1 HM -D1-PR WD 4' - 0" 7' - 0"- 1/4" = 1'-0"B7 TYPICAL NON-LOAD-BEARING WALL FRAMING AT DOORS REVISION SCHEDULE NAME DATE GALVANIZED Received by DiMarco 2/15/2021 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.2/5/2021 4:55:25 PMA602 DOOR AND FRAME SCHEDULES 02/05/2021 2018089 CRB Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGDOOR NUMBER ROOM NUMBER ROOM NAME FIRE RATING FRAME DOOR HARDWARE GROUP REMARKS DOOR NUMBERELEV MATERIAL HEAD JAMB GLAZING TYPE MATERIAL WIDTH HEIGHT GLAZING FIFTH FLOOR 500A 500 ELEVATOR CONTROL ROOM 90 MIN F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-15.0 -500A 501A 501 GUEST WAITING/ CIRCULATION - F1 HM F8/A603 F10/A603 -D1 WD 3' - 0" 7' - 0"-12.0 UC, EMERGENCY RESCUE HARDWARE 501A 501AA 501 GUEST WAITING/ CIRCULATION - F1 HM H5/A603 H6/A603 -D7 WD 3' - 6" 7' - 0"TG 25.0 -501AA 501B 501 GUEST WAITING/ CIRCULATION - F1 HM H5/A603 H6/A603 -D7 WD 3' - 6" 7' - 0"TG 25.0 -501B 501BB 501B PUBLIC TOILET - F1 HM F8/A603 F10/A603 -D1 WD 3' - 0" 7' - 0"-12.0 UC, EMERGENCY RESCUE HARDWARE 501BB 502A 502 REGISTRATION - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-28.0 -502A 502AA 502A OFFICE MANAGER - F6 HM D5,H5/A603 D5,D6, H6/A603 TG D7 WD 3' - 0" 7' - 0"TG 45.0 -502AA 502B 501 GUEST WAITING/ CIRCULATION - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 28.0 -502B 502BB 502 REGISTRATION - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 40.0 -502BB 503A 503 PATIENT TOILET - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-53.0 UC 503A 504A 504 CIRCULATION - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 28.0 -504A 504AA 504A STAIR VESTIBULE - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 31.0 -504AA 504B 504 CIRCULATION - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 28.0 -504B 504BB 504BB CIRCULATION - F5 HM D5,H5/A603 D5,D6, H6/A603 TG D7 WD 3' - 0" 7' - 0"TG 27.0 -504BB 504C 504 CIRCULATION - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 28.0 -504C 504D 504 CIRCULATION - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 28.0 -504D 505A 505 STAFF BREAK AREA - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 27.0 -505A 505AA 505A STAFF TOILET - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-13.0 UC 505AA 506A 506 SPECIALTY EXAM/ TREATMENT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-54.0 -506A 506B 506 SPECIALTY EXAM/ TREATMENT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-54.0 -506B 507A 507 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -507A 507B 507 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -507B 508A 508 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -508A 508B 508 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -508B 509A 509 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -509A 509B 509 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -509B 511A 511 CENTRAL SOILED WORK - F1 HM H5/A603 H6/A603 -D3 WD 3' - 0" 7' - 0"TG 27.0 UC 511A 511B 511 CENTRAL SOILED WORK - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-54.0 UC 511B 512A 512 CENTRAL CLEAN WORK - F1 HM H5/A603 H6/A603 -D3 WD 3' - 0" 7' - 0"TG 55.0 -512A 512B 512 CENTRAL CLEAN WORK - F1 HM H5/A603 H6/A603 -D3 WD 3' - 0" 7' - 0"TG 55.0 -512B 513A 513 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -513A 513B 513 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -513B 514A 514 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -514A 514B 514 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -514B 515A 515 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -515A 515B 515 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -515B 516A 516 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -516A 516B 516 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -516B 517AA 517A PROVIDER OFFICE - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 45.0 -517AA 517FA 517F PROVIDER OFFICE - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 46.0 -517FA 518A 518 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -518A 518B 518 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -518B 519A 519 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -519A 519B 519 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -519B 520A 520 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -520A 520B 520 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -520B 521A 521 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -521A 521B 521 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -521B 522A 522 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -522A 522B 522 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -522B 523A 523 IT/ELEC - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-17.0 -523A 524A 524 TRIAGE NURSE - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 54.0 -524A 525A 517 STAFF CIRCULATION - F1A AL F5/A603 F6/A603 -D1 WD 3' - 4" 7' - 0"-53.0 UC 525A 526A 504 CIRCULATION - F1 HM H5/A603 H6/A603 -D1 WD 3' - 6" 7' - 0"-56.0 -526A 526AA 526 SPECIALTY EXAM/ TREATMENT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-53.0 UC 526AA 526B 526 SPECIALTY EXAM/ TREATMENT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -526B 527A 527 PATIENT TOILET - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-53.0 UC 527A 528A 528 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -528A 528B 528 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -528B 529A 529 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -529A 529B 529 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -529B 530A 504 CIRCULATION - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-16.0 -530A 531A 531 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -531A 531B 531 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -531B 532A 532 LAB DRAW - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 UC 532A 533A 504 CIRCULATION - F1A AL F5/A603 F6/A603 -D1 WD 3' - 4" 7' - 0"-53.0 -533A 534A 534 LAB - F1 HM H5/A603 H6/A603 -D4 WD 3' - 0" 7' - 0"TG 27.0 UC 534A 535A 535 SPECIALTY EXAM/TREATMENT/ TELEMED - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -535A 535AA 535A PATIENT TOILET - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-53.0 UC 535AA 535BA 535 SPECIALTY EXAM/TREATMENT/ TELEMED - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-28.0 -535BA 536A 536 PATIENT TOILET - F1 HM F8/A603 F10/A603 -D1 WD 3' - 0" 7' - 0"-12.0 UC, EMERGENCY RESCUE HARDWARE 536A 537A 537 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -537A 537B 537 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -537B 538A 538 EXAM/CONSULT - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-55.0 -538A 538B 538 EXAM/CONSULT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-52.0 -538B 539AA 539 NURSE WORK - F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 45.0 -539AA 539B 539B TRIAGE NURSE - F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-54.0 -539B 539CA 539 NURSE WORK - F1 HM H5/A603 H6/A603 -D1 WD 2' - 4" 7' - 0"-16.0 -539CA ST1-5 ST1-5 STAIR 1 SRF8 STL SEE NOTE #1 SEE NOTE #1 FRLG (W-120) D6 STL 4' - 0" 7' - 6" FRLG (D-T-H-W-90) 3.0 -ST1-5 ST2-5 ST2-5 STAIR 2 90 MIN F1 HM H5/A603 H6/A603 -D2 HM 3' - 8" 7' - 0" FRLG (D-H-90) 4.0 -ST2-5 ROOF ST2-R S600 STAIR 2 - F1 HM D11/A502 D11/A502 -D1 HM 3' - 8" 7' - 0" FRLG (D-H-90) 11.0 INSULATED EXTERIOR DOOR, SEE B11/A502 FOR THRESHOLD DETAIL; LIMIT SWING TO 90 DEGREES ST2-R DOOR NUMBER ROOM NUMBER ROOM NAME FIRE RATING FRAME DOOR HARDWARE GROUP REMARKS DOOR NUMBERELEV MATERIAL HEAD JAMB GLAZING TYPE MATERIAL WIDTH HEIGHT GLAZING FOURTH FLOOR 400A 400 ELEVATOR LOBBY & PUBLIC CORRIDOR -F1 HM F8/A603 F10/A603 -D1 WD 3' - 0" 7' - 0"-12.0 UC, EMERGENCY RESCUE HARDWARE 400A 400B 400B PUBLIC TOILET -F1 HM F8/A603 F10/A603 -D1 WD 3' - 0" 7' - 0"-12.0 UC, EMERGENCY RESCUE HARDWARE 400B 400C 400 ELEVATOR LOBBY & PUBLIC CORRIDOR -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-16.0 -400C 401A 400 ELEVATOR LOBBY & PUBLIC CORRIDOR -F7 HM D5,H5/A603 D5,D6/A603 TG D7 WD 3' - 6" 7' - 0"TG 43.0 -401A 402A 402 REGISTRATION -F1 HM H5/A603 H6/A603 -D3 WD 3' - 0" 7' - 0"TG 33.0 -402A 402B 403 PRACTICE MANAGER - F1A AL F5/A603 F6/A603 -D1 WD 3' - 4" 7' - 0"-52.0 -402B 403A 403 PRACTICE MANAGER -F1 HM H5/A603 H6/A603 -D2 WD 3' - 0" 7' - 0"TG 45.0 -403A 404A 406 CIRCULATION -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-21.0 -404A 405A 405 MULTIPURPOSE/ CONSULT -F1 HM H5/A603 H6/A603 -D4 WD 3' - 0" 7' - 0"TG 54.0 -405A 406A 401 IMAGING GUEST LOUNGE/WAITING -F1 HM H5/A603 H6/A603 -D7 WD 4' - 0" 7' - 0"TG 42.0 -406A 406B 406 CIRCULATION -F1 HM H5/A603 H6/A603 -D2 WD 4' - 0" 7' - 0"TG 57.0 -406B 407A 407 WOMEN'S CIRCULATION -F1 HM H5/A603 H6/A603 -D1 WD 3' - 8" 7' - 0"-56.0 -407A 407AA 407 WOMEN'S CIRCULATION - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-53.0 -407AA 407BA 407B PATIENT TOILET -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-13.0 UC 407BA 407CA 407C GOWNING 2 -F1 HM F8/A603 F10/A603 -D1 WD 3' - 0" 7' - 0"-12.0 EMERGENCY RESCUE HARDWARE 407CA 407DA 407D GOWNING 3 -F1 HM F8/A603 F10/A603 -D1 WD 3' - 0" 7' - 0"-12.0 EMERGENCY RESCUE HARDWARE 407DA 408A ST3-4 STAIR 3 -F1 HM H5/A603 H6/A603 -D2 WD 3' - 0" 7' - 0"TG 59.0 -408A 409A 425 WOMEN'S CIRCULATION -F1 HM H5/A603 H6/A603 -D2 WD 3' - 8" 7' - 0"TG 60.0 -409A 410A 410 RESULTS ALCOVE -F1 HM H5/A603 H6/A603 -D7 WD 3' - 0" 7' - 0"TG 54.0 -410A 412A 422 MEN'S CIRCULATION -F1 HM H5/A603 H6/A603 -D1 WD 3' - 8" 7' - 0"-41.0 -412A 413A 413 PATIENT TOILET -F1 HM F8/A603 F10/A603 -D1 WD 3' - 0" 7' - 0"-12.0 UC, EMERGENCY RESCUE HARDWARE 413A 414A 414 STAFF TOILET -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-13.0 UC 414A 415A 415 ULTRASOUND (GUIDED BIOPSY)-F1 HM H5/A603 H6/A603 -D1 WD 3' - 8" 7' - 0"-56.0 -415A 415AA 415 ULTRASOUND (GUIDED BIOPSY)- F1A AL F5/A603 F6/A603 -D1 WD 4' - 0" 7' - 0"-53.0 -415AA 416A 416 DIAGNOSTIC RADIOGRAPHY -F1 HM H8/A603 H10/A603 -D1 WD 4' - 0" 7' - 0"-34.0 VINYL DOOR PROTECTION 416A 416B 416 DIAGNOSTIC RADIOGRAPHY -F1 HM H8/A603 H10/A603 -D1 WD 4' - 0" 7' - 0"-35.0 VINYL DOOR PROTECTION 416B 417A 417 EVS -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-16.0 UC 417A 418A 418 MEN'S SUB-WAIT -F1 HM H5/A603 H6/A603 -D1 WD 3' - 8" 7' - 0"-56.0 -418A 418AA 418 MEN'S SUB-WAIT - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-53.0 UC 418AA 418BA 418B PATIENT TOILET -F1 HM F8/A603 F10/A603 -D1 WD 3' - 0" 7' - 0"-12.0 UC, EMERGENCY RESCUE HARDWARE 418BA 419A 419 CLEAN WORKROOM -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-27.0 -419A 420A 420 SOILED WORKROOM -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-27.0 UC 420A 421A 421 EQUIPMENT STORAGE & FLEX SPACE -F1 HM H5/A603 H6/A603 -D1 WD 3' - 8" 7' - 0"-38.0 -421A 422A 400 ELEVATOR LOBBY & PUBLIC CORRIDOR -F1 HM H5/A603 H6/A603 -D3 WD 3' - 8" 7' - 0"TG 41.0 -422A 422B 425 WOMEN'S CIRCULATION -F1 HM H5/A603 H6/A603 -D2 WD 3' - 0" 7' - 0"TG 58.0 -422B 423A 423 ULTRASOUND (PoS)-F1 HM H5/A603 H6/A603 -D1 WD 4' - 0" 7' - 0"-56.0 -423A 423AA 423 ULTRASOUND (PoS)- F1A AL F5/A603 F6/A603 -D1 WD 4' - 4" 7' - 0"-53.0 UC 423AA 423B 423 ULTRASOUND (PoS)- F1A AL F5/A603 F6/A603 -D1 WD 4' - 4" 7' - 0"-52.0 -423B 424A 424 ULTRASOUND -F1 HM H5/A603 H6/A603 -D1 WD 3' - 8" 7' - 0"-56.0 -424A 424AA 424 ULTRASOUND - F1A AL F5/A603 F6/A603 -D1 WD 4' - 0" 7' - 0"-53.0 UC 424AA 425A 425 WOMEN'S CIRCULATION -F1 HM H5/A603 H6/A603 -D2 WD 3' - 0" 7' - 0"TG 58.0 -425A 425B 400 ELEVATOR LOBBY & PUBLIC CORRIDOR -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-36.0 -425B 426A 426 READING ROOM -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-45.0 -426A 427A 427 MAMMOGRAPHY -F1 HM H5/A603 H6/A603 -D1 WD 3' - 8" 7' - 0"-56.0 -427A 428A 428 OFFICE/ READING -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-45.0 -428A 429A 429 IMAGING IT/DATA -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-16.0 -429A 430A 425 WOMEN'S CIRCULATION -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-16.0 -430A 431A 431 MAMMOGRAPHY (STEREOTATIC BIOPSY) -F1 HM H5/A603 H6/A603 -D1 WD 3' - 8" 7' - 0"-56.0 -431A 431AA 431 MAMMOGRAPHY (STEREOTATIC BIOPSY) - F1A AL F5/A603 F6/A603 -D1 WD 3' - 4" 7' - 0"-52.0 UC 431AA 431B 431 MAMMOGRAPHY (STEREOTATIC BIOPSY) -F1 HM H5/A603 H6/A603 -D1 WD 3' - 8" 7' - 0"-56.0 -431B 432A 432 DEXASCAN -F1 HM H5/A603 H6/A603 -D1 WD 3' - 8" 7' - 0"-56.0 -432A 432B 432 DEXASCAN -F1 HM H5/A603 H6/A603 -D1 WD 3' - 8" 7' - 0"-56.0 -432B 433B 400 ELEVATOR LOBBY & PUBLIC CORRIDOR -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-44.0 -433B 434A 434 WAITING -F7 HM D5,H5/A603 D5,D6/A603 TG D7 WD 3' - 6" 7' - 0"TG 43.0 -434A 435A 434 WAITING -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-30.0 -435A 435B 400 ELEVATOR LOBBY & PUBLIC CORRIDOR -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-36.0 -435B 436A 435 CIRCULATION -F1 HM H5/A603 H6/A603 -D3 WD 3' - 0" 7' - 0"TG 45.0 -436A 436AA 436 RECEPTION -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-45.0 -436AA 437A 437 CLEAN WORKROOM& EQUIP.STORAGE -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-27.0 -437A 438A 438 SOILED WORKROOM -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-27.0 UC 438A 439A 435 CIRCULATION -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-16.0 UC 439A 440A 435 CIRCULATION -F1 HM H5/A603 H6/A603 -D1 WD 3' - 8" 7' - 0"-56.0 -440A 441A 435 CIRCULATION -F1 HM H5/A603 H6/A603 -D1 WD 3' - 8" 7' - 0"-56.0 -441A 442A 435 CIRCULATION -F1 HM H5/A603 H6/A603 -D1 WD 3' - 8" 7' - 0"-56.0 -442A 443A 443 STAFF BREAK -F1 HM H5/A603 H6/A603 -D3 WD 3' - 0" 7' - 0"TG 27.0 -443A 444A 444 PATIENT TOILET - F1A AL F5/A603 F6/A603 -D1 WD 3' - 10" 7' - 0"-53.0 UC 444A 445A 445 STAFF TOILET -F1 HM H5/A603 H6/A603 -D1 WD 3' - 0" 7' - 0"-13.0 UC 445A ST1-4 ST1-4 STAIR 1 SRF8 STL SEE NOTE #1 SEE NOTE #1 FRLG (W-120) D6 STL 4' - 0" 7' - 6" FRLG (D-T-H-W-90) 3.0 -ST1-4 ST2-4 ST2-4 STAIR 2 90 MIN F1 HM H5/A603 H6/A603 -D2 HM 3' - 8" 7' - 0" FRLG (D-H-90) 4.0 -ST2-4 DOOR AND FRAME SCHEDULE -FOURTH FLOOR DOOR AND FRAME SCHEDULE -FIFTH FLOOR & ROOF 1 INTERIOR STOREFRONT SYSTEM. SEE FRAME ELEVATION A605. 2 EXTERIOR STOREFRONT SYSTEM. SEE FRAME ELEVATION ON A651. 3 XX 4 XX KEYED DOOR & FRAME NOTES REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 D1 D2 D3 D4 D6 D7 MAX 100 SQUARE INCH FOR 90 MIN MAX 1296 SQUARE INCH FOR 45 MIN 3' - 6"2' - 9"3' - 6"3' - 6"10"2' - 0"8"10"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 A117.1-2009, 404.2.9 5. THE BOTTOM EDGE OF VISION LITES TO BE 3’-6” AFF PER ICC/ANSI A117.1-2009, 404.2.10 UNLESS OTHERWISE NOTED. F1 F2 2"2"2"2"2"4"F5 2"2"2" 1' - 2" 2"10"2' - 6"2"F6 2"2" 1' - 2" 2"3' - 4"2"F12 5'-0" AT DOOR 502AA AND 301AA 9" AT DOOR 434A 12" AT DOOR 401A F1A 2"2"2"2"2" PROVIDE DOOR FRAME CAP, WELDED AND FINISHED SMOOTH TO MATCH HM FRAME 2"2"2"5/8"1/2"1/2" VARIES WALL CONSTRUCTION HOLLOW METAL FRAME DOOR TYP @ WALL RETURN 2"2"5/8"2"2" UON VARIESWALL CONSTRUCTION HOLLOW METAL FRAME DOOR DOOR CONTINUOUS BLOCKING TO EXTEND FULL LENGTH OF TRACK PLUS 6" AT EACH END WALL CONSTRUCTION TRACK SYSTEM ALUMINUM FRAME BY DOOR MANUFACTURER VARIES 3/8"3/8" WALL CONSTRUCTION ALUMINUM FRAME BY DOOR MANUFACTURER DOOR3/8"3/8"16 GAUGE DOUBLE STUDS 2"2"2"5/8"1/2"1/2" VARIES WALL CONSTRUCTION LEAD SHIELDING, REFER TO FLOOR PLANS FOR WALL TYPE AND THICKNESS LEAD-LINED STEEL HOLLOW-METAL DOOR FRAME LEAD-LINED STEEL HOLLOW-METAL DOOR , REFER TO PLANS FOR LEAD THICKNESS TUBE STEEL HEADER, REFER TO STRUCTURAL FOR FURTHER INFORMATION TYP @ WALL RETURN 2"2"5/8"2" 2" UON VARIESWALL CONSTRUCTION LEAD SHIELDING, REFER TO FLOOR PLANS FOR WALL TYPE AND THICKNESS TUBE STEEL JAMB POST, REFER TO STRUCTURAL FOR FURTHER INFORMATION LEAD-LINED STEEL HOLLOW-METAL DOOR FRAME LEAD-LINED STEEL HOLLOW-METAL DOOR , REFER TO PLANS FOR LEAD THICKNESS 1/2" VARIES WALL CONSTRUCTION HOLLOW METAL FRAME DOOR2"1/2" TYP AT WALL RETURN VARIESWALL CONSTRUCTION HOLLOW METAL FRAME DOOR 2" UON 2"5/8"2"2"EQ EQ 2" 1/2"1/2" VARIES WALL CONSTRUCTION HOLLOW METAL FRAME REMOVABLE STOP ON SECURE SIDE OF FRAME GLAZING SET IN SEALANT VARIES5/8"2"5/8"EQ2"2"EQ2"2"HOLLOW METAL FRAME DOOR REMOVABLE STOP ON SECURE SIDE OF FRAME GLAZING SET IN SEALANT VARIES WALL CONSTRUCTION DOOR EZYJAMB SRC DOOR JAMB SYSTEM TYP @ WALL RETURN VARIESWALL CONSTRUCTION DOOR 4" EZYJAMB SRC DOOR JAMB SYSTEM 1/4"1/4"WALL CONSTRUCTION WOOD SHIM ALUMINUM STOREFRONT DOOR WALL CONSTRUCTION TYP AT WALL RETURN 1/4" 4" UON 1/4"ALUMINUM STOREFRONT WOOD SHIM BACKER ROD AND SEALANT BOTH SIDES DOOR WALL CONSTRUCTION 1/4"1/4"BACKER ROD AND SEALANT BOTH SIDES WOOD SHIM ALUMINUM STOREFRONT GLAZING SET IN SEALANT WALL CONSTRUCTION 1/4" 4" UON TYP AT WALL RETURN 1/4"WOOD SHIM ALUMINUM STOREFRONT WALL CONSTRUCTION GLAZING SET IN SEALANT WALL CONSTRUCTION TRACK AND HANGER WALL CONSTRUCTION DOOR WALL CONSTRUCTION DOOR 4" UON TYP AT WALL RETURN 1 3/8"5/8"1/2"1/2" EQ EQ1 15/16" WALL CONSTRUCTION HOLLOW METAL FRAME DOOR VARIES EQEQ2"FRAME ANCHOR HOLLOW METAL FRAME DOOR 2" WALL CONSTRUCTION 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.2/5/2021 4:55:30 PMA603 DOOR AND FRAME TYPES 02/05/2021 2018089 CRB Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGDOOR TYPES FRAME TYPES 3" = 1'-0"H5 2" HM WRAPPED DOOR HEAD 3" = 1'-0"H6 2" HM WRAPPED DOOR JAMB 3" = 1'-0"F5 SLIDING DOOR HEAD 3" = 1'-0"F6 SLIDING DOOR JAMB 3" = 1'-0"H8 2" LEAD-LINED HM WRAPPED DOOR HEAD 3" = 1'-0"H10 2" LEAD-LINED HM WRAPPED DOOR JAMB FRAME TYPES 3" = 1'-0"F8 2" HM WRAPPED DOOR HEAD - STOPLESS FRAME 3" = 1'-0"F10 2" HM WRAPPED DOOR JAMB - STOPLESS FRAME 3" = 1'-0"D5 2" HM WRAPPED LITE HEAD/ JAMB/ SILL 3" = 1'-0"D6 2" HM WRAPPED LITE/ DOOR MULLION 3" = 1'-0"D8 FRAMELESS DOOR HEAD 3" = 1'-0"D10 FRAMELESS DOOR JAMB 3" = 1'-0"C5 INTERIOR ALUMINUM STOREFRONT DOOR HEAD 3" = 1'-0"C6 INTERIOR ALUMINUM STOREFRONT DOOR JAMB 3" = 1'-0"C8 INTERIOR ALUMINUM STOREFRONT LITE HEAD 3" = 1'-0"C10 INTERIOR ALUMINUM STOREFRONT LITE JAMB 3" = 1'-0"A5 HM BYPASS DOOR HEAD DETAIL 3" = 1'-0"A6 HM BYPASS DOOR JAMB DETAIL 3" = 1'-0"A8 2" HM DOUBLE EGRESS WRAPPED DOOR HEAD 3" = 1'-0"A10 2" HM DOUBLE EGRESS WRAPPED DOOR JAMB REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 CLEAR OPENING7' - 0"AFF2' - 6"OBSCURE GLASS PANEL - WF1 CLEAR OPENING6' - 10"AFF2' - 6"CLEAR OPENING 8' - 7" OBSCURE GLASS PANEL - WF1 C5 C5 A5 A5 CLEAR OPENING 9' - 0 1/2" EQ EQ EQ C5 C5 A5 A5 BL-LCLEAR OPENING6' - 4"AFF3' - 2"CLEAR OPENING 4' - 3" C5 C5 A5A5 BL-M BL-N OBSCURE GLASS PANEL - WF1 CLEAR OPENING3' - 8"AFF3' - 6"OBSCURE GLASS PANEL - WF1 CLEAR OPENING 8' - 6" EQ EQ EQ C5 C5 A5 A5 BL-JCLEAR OPENING6' - 0"AFF3' - 6"CLEAR OPENING 14' - 0" EQ EQ EQ EQ C5 C5 A5 BL-I A5 BL-HCLEAR OPENING5' - 10"AFF3' - 6"CLEAR OPENING 4' - 0" C1 C1 A1A1 OBSCURE GLASS PANEL - WF1 OBSCURE GLASS PANEL - WF1 BL-BCLEAR OPENING6' - 10"AFF2' - 6"2' - 8" C1 C1 A1 A1 OBSCURE GLASS PANEL - WF1 BL-ACLEAR OPENING6' - 10"AFF2' - 6"CLEAR OPENING 4' - 10" C1 C1 A1A1 OBSCURE GLASS PANEL - WF13' - 6" 1' - 4" GLAZED GLASS PANEL BL-GCLEAR OPENING6' - 10"AFF2' - 6"2' - 0" C5 C5 A5 A5 OBSCURE GLASS PANEL - WF1 BL-K2' - 0"AFF2' - 6"2' - 8" C5 C5 A5 A5 OBSCURE GLASS PANEL - WF1 CLEAR OPENING CLEAR OPENINGCLEAR OPENING CLEAR OPENINGCLEAR OPENING5' - 8"AFF3' - 8"CLEAR OPENING 5' - 0" BL-FCLEAR OPENING4' - 8"AFF2' - 6"2' - 0" C5 C5 A5A5 GLAZED GLASS PANEL CLEAR OPENING CLEAR OPENING7' - 4"AFF2' - 0"OBSCURE GLASS PANEL - WF1 CLEAR OPENING 9' - 0 1/2" C1 C1 BL-D CLEAR OPENING5' - 10"AFF3' - 6"OBSCURE GLASS PANEL - WF1 CLEAR OPENING 7' - 7" EQ EQ EQ C5 C5 A5 A5 BL-E CLEAR OPENING AFF9' - 6"CLEAR OPENING 11' - 0" EQ EQ EQ EQ C5 C5 A5 BL-O A5 OBSCURE GLASS PANEL - WF1 BL-CCLEAR OPENING6' - 10"AFF2' - 6"3' - 9" C1 C1 A1A1 OBSCURE GLASS PANEL - WF1 CLEAR OPENING CLEAR OPENING4' - 0"AFF2' - 10"CLEAR OPENING 4' - 0" C9 C9 A9A9 EQ EQ GLAZED GLASS PANEL BL-SG-CCLEAR OPENING6' - 10"AFF2' - 6"2' - 10" 2' - 2"4' - 0"1' - 8"5' - 2"1' - 8"BL-SG-BCLEAR OPENING5' - 8"AFF3' - 8"CLEAR OPENING 6' - 0" GLAZED GLASS PANEL CLEAR OPENING6' - 10"AFF2' - 6"3' - 0" 3' - 0"4' - 0"1' - 8"5' - 2"1' - 8"C9 C9 BL-SG-A A5A5 A9A9 C9 C9 C9 A5 A9 A5 A9 C9 GLAZED GLASS PANEL A11 BL-P4' - 0"AFF3' - 4"2' - 3" 3' - 0" 9" A11 A11 LEADED X-RAY SHIELD UNIT BY MFR 135 DEGREE ANGLE A11 FIXED FIXED FIXED 90 DEGREE ANGLE VARIES EQ EQ WALL CONSTRUCTION PONY WALL FRAMING SUPPORT CONNECTION TO FLOOR MODULAR X-RAY SHIELD PANEL LEAD SHIELDING, REFER TO FLOOR PLANS FOR WALL TYPE AND THICKNESS WOOD BLOCKING, AS REQUIRED 1/4" TEMPERED GLAZING, TYPICAL CLEAR BUMPERS, TYPICAL BOTH SIDES TYPESSEE PARTITIONCORNER BEAD, TYPICAL ALL EXPOSED CORNERSWOOD BLOCKING AS REQUIRED SHIM AS REQUIRED GYPSUM BOARD RETURN, TYPICAL TYPESSEE PARTITION2-1/2" BLACK FINISH ANODIZED ALUMINUM OVERHEAD TRACK, BASIS OF DESIGN CR LAURENCE SHARYN FRAMELESS PASS-THRU, FASTEN PER MANUFACTURER RECOMMENDATIONS 1/2" TEMPERED GLAZING 1-1/2" BLACK FINISH ANODIZED ALUMINUM DEEP CHANNEL, BASIS OF DESIGN CR LAURENCE CASCADE GLASS WALL, FASTEN PER MANUFACTURER RECOMMENDATIONS CONTINUOUS SEALANT ALL SIDES, TYPICAL GLAZING GASKET, PER MANUFACTURER RECOMMENDATIONS 1" BLACK FINISH ANODIZED ALUMINUM DEEP CHANNEL, BASIS OF DESIGN CR LAURENCE CASCADE GLASS WALL, FASTEN PER MANUFACTURER RECOMMENDATIONS NEOPRENE SETTING BLOCK, PER MANUFACTURER RECOMMENDATIONS CONTINUOUS BOX BEAM HEADER SEE REFLECTED CEILING PLAN FOR CEILING TYPE 2X2 BLACK FINISH ANODIZED ALUMINUM TUBE, BASIS OF DESIGN CR LAURENCE, MOUNT TO SIDE WALL WITH CONCEALED FASTENERS 1/4" TEMPERED GLAZING FIXED LITE SLIDING DOOR TYPES SEE PARTITION SURFACE APPLIED FIXED RAIL, PER MANUFACTURER SOLID SURFACE SILL OVER 3/4" PLYWOOD SURFACE APPLIED GUIDES, PER MANUFACTURER 1/2" TEMPERED GLAZING WITH APPLIED WINDOW FILM WF1 CLEAR COPOLYMER STRIP FOR 90 DEGREE ABUTMENT TO WALL, PER MANUFACTURER RECOMMENDATIONS TYPESSEE PARTITIONCORNER BEAD, TYPICAL ALL EXPOSED CORNERS WOOD BLOCKING AS REQUIRED SHIM AS REQUIRED GYPSUM BOARD RETURN, TYPICAL 1/2" TEMPERED GLAZING CLEAR COPOLYMER STRIP FOR 180 DEGREE GLASS-TO-GLASS JOINT, PER MANUFACTURER RECOMMENDATIONS LINE OF SOLID SURFACE SILL BELOW LINE OF SOLID SURFACE WATERFALL EDGE BELOW ALIGN EXPOSED EDGE OF TEMPERED GLAZING TO SOLID SURFACE EDGE BELOW 1/2" TEMPERED GLAZING WITH APPLIED WINDOW FILM WF1 1-1/2" BLACK FINISH ANODIZED ALUMINUM DEEP CHANNEL, BASIS OF DESIGN CR LAURENCE CASCADE GLASS WALL, FASTEN PER MANUFACTURER RECOMMENDATIONS CONTINUOUS SEALANT ALL SIDES, TYPICAL GLAZING GASKET, PER MANUFACTURER RECOMMENDATIONS CONTINUOUS BOX BEAM HEADER CONTINUOUS SEALANT ALL SIDES, TYPICAL GLAZING GASKET, PER MANUFACTURER RECOMMENDATIONS SHIM AS REQUIRED 1" BLACK FINISH ANODIZED ALUMINUM DEEP CHANNEL, BASIS OF DESIGN CR LAURENCE CASCADE GLASS WALL, FASTEN PER MANUFACTURER RECOMMENDATIONS NEOPRENE SETTING BLOCK, PER MANUFACTURER RECOMMENDATIONS SOLID SURFACE SILL OVER 3/4" PLYWOOD CONTINUOUS WOOD BLOCKING TYPES SEE PARTITION SEE REFLECTED CEILING PLAN FOR CEILING TYPE CLEAR COPOLYMER STRIP FOR 90 DEGREE ABUTMENT TO WALL, PER MANUFACTURER RECOMMENDATIONS TYPESSEE PARTITIONCORNER BEAD, TYPICAL ALL EXPOSED CORNERS WOOD BLOCKING AS REQUIRED SHIM AS REQUIRED GYPSUM BOARD RETURN, TYPICAL 1/2" TEMPERED GLAZING, SEE BORROWED LITE ELEVATION FOR GLAZING FINISH CLEAR COPOLYMER STRIP FOR 180 DEGREE OR 90 DEGREE GLASS-TO- GLASS JOINTS WHERE MULTIPLE PANELS OCCUR, PER MANUFACTURER RECOMMENDATIONS TYPESSEE PARTITION1/2" TEMPERED GLAZING WITH APPLIED WINDOW FILM WF1 1-1/2" BLACK FINISH ANODIZED ALUMINUM DEEP CHANNEL, BASIS OF DESIGN CR LAURENCE CASCADE GLASS WALL, FASTEN PER MANUFACTURER RECOMMENDATIONS CONTINUOUS SEALANT ALL SIDES, TYPICAL GLAZING GASKET, PER MANUFACTURER RECOMMENDATIONS CONTINUOUS BOX BEAM HEADER CONTINUOUS SEALANT ALL SIDES, TYPICAL GLAZING GASKET, PER MANUFACTURER RECOMMENDATIONS SHIM AS REQUIRED 1" BLACK FINISH ANODIZED ALUMINUM DEEP CHANNEL, BASIS OF DESIGN CR LAURENCE CASCADE GLASS WALL, FASTEN PER MANUFACTURER RECOMMENDATIONS NEOPRENE SETTING BLOCK, PER MANUFACTURER RECOMMENDATIONS CORNER BEAD, TYPICAL AT ALL EXPOSED CORNERS CONTINUOUS WOOD BLOCKING TYPES SEE PARTITION TYPES SEE PARTITION CORNER BEAD, TYPICAL AT ALL EXPOSED CORNERS SURFACE APPLIED GUIDES, PER MANUFACTURER WOOD BLOCKING AS REQUIRED TYPES SEE PARTITION 1/4" TEMPERED GLAZING TYPES SEE PARTITION CORNER BEAD, TYPICAL ALL EXPOSED CORNERS WOOD BLOCKING AS REQUIRED SHIM AS REQUIRED CONTINUOUS SEALANT ALL SIDES, TYPICAL GYPSUM BOARD RETURN, TYPICAL 2-1/2" BLACK FINISH ANODIZED ALUMINUM OVERHEAD TRACK, BASIS OF DESIGN CR LAURENCE SHARYN FRAMELESS PASS-THRU, FASTEN PER MANUFACTURER RECOMMENDATIONS FIXED LITE SLIDING DOOR SURFACE APPLIED FIXED RAIL, PER MANUFACTURERTYPESEE PARTITION2X2 BLACK FINISH ANODIZED ALUMINUM TUBE, BASIS OF DESIGN CR LAURENCE, MOUNT TO SIDE WALL WITH CONCEALED FASTENERS SUPPORT STUD FOR ALUMINUM TUBES TO FASTEN INTO, TYPICAL AT ALL LOCATIONS CONTINUOUS SEALANT ALL SIDES, TYPICAL 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.2/5/2021 4:55:35 PMA604 BORROWED LITES 02/05/2021 2018089 JDC/HRT/KAS Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3" = 1'-0"A11 LEAD LINED HM WINDOW HEAD / JAMB / SILL DETAIL 3" = 1'-0"A9 TRANSACTION WINDOW JAMB DETAIL 3" = 1'-0"C9 CHECK-IN TRANSACTION WINDOW HEAD/SILL DETAIL 3" = 1'-0"A1 CHECK-IN BORROWED LITE JAMB DETAIL 3" = 1'-0"C1 CHECK-IN BORROWED LITE HEAD/SILL DETAIL 3" = 1'-0"A5 BORROWED LITE JAMB DETAIL 3" = 1'-0"C5 BORROWED LITE HEAD/SILL DETAIL REVISION SCHEDULE NAME DATE 3" = 1'-0"C11 TRANSACTION WINDOW HEAD/SILL DETAIL 3" = 1'-0"D7 ALUMINUM HEADER JAMB SUPPORT DETAIL Received by DiMarco 2/15/2021 EE E FA FP 2A 2A FS-12A 2A FS-2FS-12A 9 99 92 1/2" VIF 1' - 11 1/8" ± EQEQEQEQ5" 1' - 11 1/2" 2 1/2"9' - 3"1' - 7"1' - 0"32°BUTT-JOINT, TYPICAL REFER ALSO TO ALTERNATE #7. ISF1 17' - 4 1/4" GLAZING FRLG (W-120) REFER ALSO TO ALTERNATE #7. FIRE-RATED STOREFRONT ASSEMBLY H7 A605 ________________________________________________ F7 A605 ________________________________________________ H7 A605 ________________________________________________ H4 A605 SIM ________________________________________________ H7 A605 ________________________________________________ CORNER GUARD TERRAZZO TILE BASE ALIGN GLASS JOINTS WITH OPPOSITE WALL ALUMINUM TRIM SLOPED STAIR ENCLOSURE BEYOND 5"10" 2 1/2" FRAME REFER TO DOOR AND 2 1/2" 8"5"1' - 7"GLAZING FRLG (W-120) CURVED SOLID SURFACE BENCH TERRAZZO TILE BASE CERAMIC WALL TILE BEYOND ISF2 ST1-1A GLAZING FRLG (D-H-T-W-90) FIRE-RATED STOREFRONT ASSEMBLYF7 A605 ________________________________________________ F11 A605 ________________________________________________ F7 A605 ________________________________________________ SCHEDULE 6' - 9 1/4" H7 A605 ________________________________________________ H4 A605 SIM ________________________________________________ H4 A605 SIM ________________________________________________10' - 10"1' - 7"2 1/2"2 1/2"2' - 5"2 1/2"ALUMINUM TRIM 10 3/4" ±EQ EQ EQ EQ 5"64°148° BUTT-JOINT, TYPICAL REFER ALSO TO ALTERNATE #7. PLANTER/CURVED SOLID SURFACE BENCH CERAMIC WALL TILE ALIGN GLASS JOINTS WITH OPPOSITE WALL ISF3 F7 A605 ________________________________________________ GLAZING FRLG (W-120) REFER ALSO TO ALTERNATE #7. FIRE-RATED STOREFRONT ASSEMBLY H4 A605 SIM ________________________________________________ 14' - 4 1/8" ± H7 A605 ________________________________________________ ALUMINUM TRIM F7 A605 ________________________________________________ SIM BUTT-JOINT, TYPICAL REFER ALSO TO ALTERNATE #7 FIRE-RATED STOREFRONT ASSEMBLY OPEN BEYOND2 1/2" EQEQEQEQEQ 2 1/2"FRAME REFER TO DOOR AND2 1/2" TERRAZZO TILE BASE ISF5 ST1-2B SCHEDULE 23' - 7" GLAZING FRLG (W-120) REFER ALSO TO ALTERNATE #7. GLAZING FRLG (D-H-T-W-90)F11 A605 ________________________________________________ H11 A605 ________________________________________________ F9 A605 ________________________________________________ H7 A605 ________________________________________________ F11 A605 ________________________________________________ H9 A605 ________________________________________________ CORNER GUARD CORNER GUARD 8' - 2 1/2"2 1/2"2 1/2"5" FRAME REFER TO DOOR AND 2 1/2"6' - 3"BUTT-JOINT, TYPICAL REFER ALSO TO ALTERNATE #7.32°ISF7 ST1-2A H11 A605 ________________________________________________ F9 A605 ________________________________________________ F4 A605 ________________________________________________ H7 A605 ________________________________________________ H4 A605 SIM ________________________________________________ GLAZING FRLG (W-120) REFER ALSO TO ALTERNATE #7. SCHEDULE 26' - 2 3/8" H7 A605 ________________________________________________8' - 2 1/2"GLAZING FRLG (D-H-T-W-90) FIRE-RATED STOREFRONT ASSEMBLY F11 A605 ________________________________________________ 2 1/2" 5" 2 1/2" EQ EQ EQ EQ 5" EQ EQ 5" EQ EQ EQ EQ 2 1/2" BUTT-JOINT, TYPICAL REFER ALSO TO ALTERNATE #7.2 1/2"OPEN TO FLOOR BELOW ISF68' - 2 1/2"GLAZING FRLG (W-120) REFER ALSO TO ALTERNATE #7. FIRE-RATED STOREFRONT ASSEMBLY TERRAZZO TILE BASE CORNER GUARD 16' - 5" H4 A605 SIM ________________________________________________ H7 A605 ________________________________________________ F9 A605 ________________________________________________2 1/2"CONTROL JOINT 2 1/2"3' - 9 1/2" 2 1/2" FRAME REFER TO DOOR AND 2 1/2" SIGNAGE (BY OTHERS) PROVIDE BLOCKING 2-WAY COMMUNICATION SYSTEM, REFER TO ELECTRICAL DRAWINGS ISF10 ST1-3 8' - 5" F9 A605 ________________________________________________ F11 A605 ________________________________________________ FIRE-RESISTANCE GLAZING (W-120) 9' - 6"2 1/2"1' - 7"2 1/2"FRAME SCHEDULEREFER TO DOOR ANDSCHEDULE FIRE-RESISTANCE GLAZING (D-H-T-W-90) H7 A605 ________________________________________________ H11 A605 ________________________________________________ H9 A605 ________________________________________________ FIRE-RATED STOREFRONT ASSEMBLY EQEQ BUTT-JOINT, TYPICAL REFER ALSO TO ALTERNATE #7.OPEN BEYONDTERRAZZO TILE BASEOPEN BEYOND7 1/4"EQ EQ EQ EQ 5" ISF8 H7 A605 ________________________________________________ F4 A605 ________________________________________________ F9 A605 ________________________________________________ GLAZING FRLG (W-120) REFER ALSO TO ALTERNATE #7.6' - 3"2 1/2"5' - 10"2 1/2"H7 A605 ________________________________________________ CORNER GUARD FIRE-RATED STOREFRONT ASSEMBLY 11' - 4 1/4" FIRE-RETARDANT TREATED WOOD BLOCKING FIRE-RATED STOREFRONT FRAME DOOR COORDINATE FRAMING REQUIREMENTS WITH DOOR SYSTEM MANUFACTURER DOOR GLAZING PER DOOR AND FRAME SCHEDULE FACE OF FIRE-RATED STOREFRONT FRAME BEYOND THRESHOLD CONFIGURATION AND SIZE TO BE VERIFIED IN- FIELD (VIF) FIRE-RETARDANT TREATED WOOD BLOCKING FIRE-RATED STOREFRONT SYSTEM FIRE RESISTANCE LAMINATED GLASS (W-120) COORDINATE FRAMING REQUIREMENTS WITH DOOR SYSTEM MANUFACTURER FACE OF WALL BEYOND INTERIOR GLAZED FIRE-RATED DOOR SYSTEM FIRE RESISTANCE LAMINATED GLASS (W-120) ALUMINUM TRIM FRY REGLET CORNER TRIM DMCT-1250; CLEAR ANODIZED FINISH PROVIDE MITERED CORNERS SHIM AS REQUIRED FIRE-RATED STOREFRONT SYSTEM FIRE RESISTANCE LAMINATED GLASS (W-120) AT SIM: FIRE PROTECTION LAMINATED GLASS (D-H-OH-45) EQEQ @ SIMALUMINUM TRIM FRY REGLET CORNER TRIM DMCT-1250; CLEAR ANODIZED FINISH PROVIDE MITERED CORNERS AND END RETURNSTILE @ SIM FIRE-RETARDANT TREATED WOOD BLOCKING FIRE-RATED STOREFRONT FRAME DOOR COORDINATE FRAMING REQUIREMENTS WITH DOOR SYSTEM MANUFACTURER 1 1/2"INTERIOR GLAZED FIRE-RATED DOOR SYSTEM FIRE RESISTANCE LAMINATED GLASS (W-120) FIRE-RATED STOREFRONT SYSTEM FIRE RESISTANCE LAMINATED GLASS (W-120) INTUMESCENT COATED STRUCTURE ALIGNALIGN ALUMINUM FORMED COVER AT CORNER, FINISH TO MATCH STOREFRONT MULLION 1 /2 "SEALANT, TYP 3 D ALIGNINTERIOR GLAZED FIRE- RATED DOOR SYSTEM FIRE RESISTANCE LAMINATED GLASS (W-120) INTUMESCENT COATED STRUCTURE ALUMINUM FORMED COVER AT COLUMN, FINISH TO MATCH STOREFRONT MULLION 7 1/4"8 1/4"1' - 5 1/2"FIRE-RATED STOREFRONT SYSTEM FIRE RESISTANCE LAMINATED GLASS (W-120)1/16"5"5/8"FIRE BARRIER COMPOSITE ALUMINUM FORMED COVER SEALANT, TYP 2 1/2" FRAME REFER TO DOOR AND 2 1/2" 3' - 7"3' - 6 1/2"3' - 7"2 1/2"2 1/2"SCHEDULEREFER TODOOR AND FRAME2 1/2"BUTT-JOINT, TYPICAL REFER ALSO TO ALTERNATE #7. ISF9 15' - 4" H11 A605 ________________________________________________ H7 A605 ________________________________________________ 201A H9 A605 ________________________________________________ F7 A605 ________________________________________________ SIM GLAZING FRLG (W-120) REFER ALSO TO ALTERNATE #7. GLAZING FPLG (D-20) FIRE-RATED STOREFRONT ASSEMBLY SCHEDULE SIM 101 2 1/2" 1' - 4 1/2" 2 1/2"2 1/2"2 1/2"2 1/2" H11 A605 ________________________________________________ H9 A605 ________________________________________________ H7 A605 ________________________________________________ H7 A605 ________________________________________________ F7 A605 ________________________________________________ H11 A605 ________________________________________________ ISF4 GLAZING FPLG (D-H-OH-45) GLAZING FPLG (D-20) FIRE-RATED STOREFRONT ASSEMBLY 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.2/5/2021 4:55:48 PMA605 INTERIOR STOREFRONT ELEVATIONS & DETAILS 02/05/2021 2018089 KAS, CRB Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"A10 STAIR 1 #ST1-1 WEST WALL (LOBBY SIDE) 1/4" = 1'-0"A7 STAIR 1 #ST1-1 NORTH WALL (LOBBY SIDE) 1/4" = 1'-0"A4 STAIR 1 #ST1-1 EAST WALL (LOBBY SIDE) 1/4" = 1'-0"C10 STAIR 1 #ST1-2 WEST WALL (TRACK SIDE) 1/4" = 1'-0"C4 STAIR 1 #ST1-2 EAST WALL (ELEVATOR SIDE) 1/4" = 1'-0"C7 STAIR 1 #ST1-2 NORTH WALL (OPEN SIDE) 1/4" = 1'-0"E8 STAIR 1 #ST1-3, ST1-4 & ST1-5 EAST WALL (ELEVATOR SIDE) 1/4" = 1'-0"C1 STAIR 1 #ST1-2 SOUTH WALL (TRACK SIDE) 1 1/2" = 1'-0"H11 FIRE-RATED STOREFRONT SYSTEM - HEAD / JAMB DETAIL 1 1/2" = 1'-0"F11 FIRE-RATED STOREFRONT SYSTEM - THRESHOLD DETAIL 1 1/2" = 1'-0"H7 FIRE-RATED STOREFRONT SYSTEM - SIDELITE HEAD/JAMB DETAIL 1 1/2" = 1'-0"F9 FIRE-RATED STOREFRONT SYSTEM - SIDELITE SILL DETAIL 1 1/2" = 1'-0"F7 FIRE-RATED STOREFRONT SYSTEM - SIDELITE SILL DETAIL AT WALL 1 1/2" = 1'-0"H9 FIRE-RATED STOREFRONT SYSTEM - DOOR HEAD/JAMB DETAIL AT SIDELITE 3" = 1'-0"F4 FIRE-RATED STOREFRONT SYSTEM - CORNER JAMB DETAIL AT COLUMN 3" = 1'-0"F1 FIRE-RATED STOREFRONT SYSTEM - JAMB DETAIL 3" = 1'-0"H4 FIRE-RATED STOREFRONT SYSTEM - CORNER JAMB DETAIL 1/4" = 1'-0"E11 ISF9 - DOOR FRAME 1/4" = 1'-0"A3 ISF8 - DOOR FRAME REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 ML M K D E A KD D D D H N M D D DDH I D C2 1/2"2' - 6 1/2"9' - 4 1/2"2' - 4 3/4"2' - 2 3/4"9' - 4 1/2"9' - 10"1' - 10"1' - 10 3/4"2' - 4 3/4"42' - 1"G6 A503 ________________________________________________ D F10 A503 ________________________________________________ F10 A503 ________________________________________________ D D DD D D D D D D 7' - 0 1/2"8"6' - 10"O M M O FB 18' - 3" D11 A002 ________________________________________________ D11 A002 ________________________________________________ A5 A502 ________________________________________________ D D B.5 FHHE E AF F F I 6"2"1/2"2"3' - 4"1/2"2"A2 A503 ________________________________________________5' - 10"5' - 10"1' - 10 3/4"2' - 4 3/4"2' - 0"12' - 0"4' - 10"7' - 1"2 1/2"3' - 10"ALIGN ALIGN ALIGN L ALIGN 4' - 10"1/2"2"7' - 0 1/2"3' - 4"D ALIGN ALIGN 2' - 5" 7 1/2" 3' - 10"3' - 8" E6 A503 ________________________________________________ D6 A503 ________________________________________________ THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" 45 T/O CURTAIN WALL 176' -4" A2.1 B2 B2 A4 A1 A3 B2 B6 B2 A2 A2 A3 B3 B2 B2.7 D4.1 D4 C2 C6 D4 C2 C6 D4 C2 C3 C1.7 C2 C3 C1.7D4C2C6D4D4.1 D4 C2 C6 E4.1 E6 E2 F4 F3 F3 F3 E3 E5 E1 F4.7 G4.7G6G6G2G6G6G4.1 I2.7H2H2H2I2I2H4H1I5I6I3H3H2 H2.1 D4.1 D4 C2 C4 D2 D2 C4 C2 D4 C2 C4 C4.7 D4.1 D4 C2 C4 D2 D2 C4 C2 D4 C2 C4 C4.7 A3.1A1 A2 A3 B1 B3 A3 A3 B3 B1 B5 B2 B4 B1 A3.7 G4.1 G6 G6 G6G6 G6 G4.7 E3E1.1 E1 F5 F2 F4 F1 E5 E3 E3 E5 F1 F3 E1.7 C2 C2.7C2D4D2C4C2D4C3C3C2D4D4.1 C3C2D4D4.1 C4C2D4C3 C2 C2.7C2D4D2 B1.7 A3A3B3B1B2B3A4B2B4A2A3A3A4.1 H2I2I2I1H3.1 H5 I1 I3 I1I2 I2 H4 H1 H4 I1 I4.7 G4.7G6G6G6G6G6G4.1 2 1/2" X 12" MULLION (RED DASHED LINE) 39' - 0 1/8" ± STRUCTURAL VERTICAL MULLIONS 5 EQUAL BAYS @ 6' -0" OC4' - 5" 7 1/2" X 7 1/2" CORNER MULLION, ENTIRE HEIGHT OF CURTAIN WALL CW3 2 1/2" X 12" MULLION (RED DASHED LINE) 2 1/2" X 12" MULLION (RED DASHED LINE) E1 A502 ________________________________________________ A9 A503 ________________________________________________ ALL HORIZONTAL MULLIONS TO ALIGN WITH HORIZONTAL MULLIONS IN CURTAIN WALL ELEVATION CW5, UNLESS OTHERWISE DIMENSIONED .ALL VERTICAL JOINTS BETWEEN STRUCTURAL MULLIONS TO BE STRUCTURALLY GLAZED, TYPICAL .ALL VERTICAL JOINTS BETWEEN STRUCTURAL MULLIONS TO BE STRUCTURALLY GLAZED, TYPICAL ALL VERTICAL JOINTS BETWEEN STRUCTURAL MULLIONS TO BE STRUCTURALLY GLAZED, TYPICAL A7 A503 ________________________________________________ THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" 123 T/O CURTAIN WALL 176' -4" A6 .A4B2A3 A3 A3 B3 A3 A6 B3 B1 B3B4A2A2A4A6A4A2A2A2 C2D2D2C4C2D2C2C2D4C2C4D2C4D4C2C6C6C2D4C3C3C4 C4 C3C3 C2D4 C6C6 D4C2 D2C4 D4C2C4 C2D2C2C2 C2D2D2C4 E3 F1 E4F2F3F3F2E2E2F4E2E3F3F2F4F2F4E3E3F3E3E4E2E3 E1 G4.1 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G4 H2I2 I1 H5H4I2H3I3I6I4H2H4I2I3I3I4H2I6I3I3I4 C4 C4 D2 D4 C2 C3 C3 D2 D4 C6 C2 D4 C3 C3 C2 D4 C6 C2 D4 C4 D4 C6 C2 D4 C4C6C2D4C3C3C2D4C2C3C3D2D4C4C4D2 B1 B3 B3 B3 A2 B4 A2 A2 B2 A2 A4 A3 B3 B4 A2 B2 A4 B3 B1A2 A2 B3 B1 B2 A4 A3 A3 G4G6G6G6G6G6G6G6G6G6G6G4.1 E2 F2 F2 E4 E3 F3 F3 F3 F4 F2 F6 E2 F4 F4 F2 F2 E4 E3 E3 E3 F3 F1 E3 C2C2D2C4C4D2C2C2D2C6D2C4D4C2C4D2C6C2D4C2C4C4 D4C2C4C4 D2C6C2 C4D4C2C4 C2 D2C6D2 C4C4D2C2 C2C2D2 B4B4A2A3B3B2B4B4A2A3A3A2B4B3A3A3A3A3B2B3A3 A1 A3 H2 H2 H2 H4 I6 I4 H2 I2 H4 I3 H3 I2 I4 H4 H2 H2 I4 H5 H1 I1 I5 I4 G4G6G6G6G6G6G6G6G2G6G6G4.11' - 11 3/4"2' - 4 1/2"4' - 6 1/2"1' - 8 1/2"4' - 5 1/2"3' - 2"1' - 10 1/2"2' - 9 1/2"1' - 8 1/2"4' - 5 1/2"3' - 2"1' - 10 1/2"4' - 3 1/2"1' - 8 1/2"4' - 5 1/2"A9 A503 ________________________________________________ E1 A502 ________________________________________________..ALL VERTICAL JOINTS BETWEEN STRUCTURAL MULLIONS TO BE STRUCTURALLY GLAZED, TYPICAL ALL VERTICAL JOINTS BETWEEN STRUCTURAL MULLIONS TO BE STRUCTURALLY GLAZED, TYPICAL ALL VERTICAL JOINTS BETWEEN STRUCTURAL MULLIONS TO BE STRUCTURALLY GLAZED, TYPICAL 4' - 0" STRUCTURAL VERTICAL MULLIONS 10 EQUAL BAYS @ 6'-0" OC 68' - 0 7/8" ± A5 A503 ________________________________________________ A11 A B C DA652 F1 B3.4 A1 A3 B3 B4 A2 A6 A5 B1 B1 B5 B4 A2 A4 B2 B1 B3 B3 B2 A1A1 B5 B3 A1A2 A2 B4 B6 B2 A4 A5 B1 B2 B2.4 D6 D4.4C3C3C3C3C6D4C2C2D4D2C4C4C3C3D4C2C4D2C3C3C2C4C4D4D4.4 C2C4C4D4D4.4 C2C4D2C3C3 C4C3C3D4 C2D4D2C4 C6D4C2 D6C3C3C3C3 D4.4 E3.4 F1 F2F4F6F1E5E2F4F1E4F1F6F4E2E4E4F2F3E3E6E2F4F3E3E3F3F1F5F2F2.4 G4.4 G6 G6 G6 G4 G4.4 H3 H1.4H3H2 H1 H2I4I2H4H1H4I1H6H2H2I2I1H5H2H2H6H4I2I2I4I5I1I1H5H2H4H4I2H3 H1.4 D4.4 D3 D3 C3 C3 C4 D2 D4 C6 C4 C2 D4 C2 C4 C3 C3 D3 C3 C6 C3 C3 D3 D3 C6 C2 D4 D4.4 C3 C3 D3 D3 C6 C2 D4 D4.4C2D4C2C4C3C3D3C3C6C3C4D2D4C6C4D4.4 D3 D3 C3 B5 B1 B2B2.4 B2 A4 A1 A5 A4 A2 A5 B1 B5 B1 B3 A3 A4 A2 B2 A2 A4 B2 A3 B3 B6 B6 B1 A4 B1 B4 A2 A4.4 G2 G2.4G4G6G4.4 F3.4 F1 F3 E3 E1 F5 F2 E4 E6 E4 F2 F1 F5 F5 E1 E3 F1 F1 E5 E2 F3 F1 F4 F2 F2 E3 E1 E2 F4 F2 E4 E3 F2E1 E3 F1.4 D4.4D6D2C4C6D3D3C3C3C2D4D2C4C2C2C6D4C2C4D2C2C4C3C3C6C4D2D4.4 C6C4D2D4.4 C4D2C2C4C3C3 C2C6D4C2 D4D2C4C2 D3D3C3C3C2 D6D2C4C6 D4.4 A1 B3.4A3B2 A1 A3B3B3A3A4A2A5B1B3A3A3B3B4B2B3B1B3A3A3A3A3B3B4A2A1A5A3A3A1.4 H2H2.4 H3 I2 I3 H3 H4 H2 H2 I4 I4 H2 H6 H3 H3 H1 I3 I6 I6 I2 H4 H4 H2 H1 I5 H2 H4 I2 H3 H1 H2 I2.4 G4.4G6G6G4G6G6G6G4.4 A9 A503 ________________________________________________ E1 A502 ________________________________________________ 4' - 8 1/8" STRUCTURAL VERTICAL MULLIONS 7 EQUAL BAYS @ 6'-0" OC 4' - 0" STRUCTURAL VERTICAL MULLIONS 7 EQUAL BAYS @ 6'-0" 97' - 4 1/4" ± ALL HORIZONTAL MULLIONS TO ALIGN WITH HORIZONTAL MULLIONS IN CURTAIN WALL ELEVATION CW5, UNLESS OTHER WISE DIMENSIONED 2 1/2" X 12" MULLION (RED DASHED LINE) 2 1/2" X 12" MULLION (RED DASHED LINE) 2 1/2" X 12" MULLION (RED DASHED LINE) G6G6G6G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6G6 G6 G6 G6 G6G6G6G6G6 G6 G6 G6G6G6G6G6 G6 G6 B.3 B.5 A3 STAIR 3 LANDING 146' -3" C2 C2 C2 C2 C2 C2 THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" 1 2 3 4 53.8 T/O CURTAIN WALL 176' -4" E1 A502 ________________________________________________ A9 A503 ________________________________________________ A3B3B4A2A4B2B2B4B4B2B2B4B1A5A6A6A2B4B1B5B2A4A1A5A3B3B2B4B6B2A4A5A1A3B3B2B4B6B2.1 C2.1 D4 C2 C2 C4 D2 D2 C2 C2 C4 D3 C3 C4 C2 C3 C3 D4 C2 C2 C4 C2 C4 C2 D2 C2 C6 D2 D4 D2 C4 C2 D4 C3 D3 D6 C3 C3 D3 C3 D4 D2 D6 C3 C3 D3 C3 D4 D2 D6D4C3D3D6D2D4D2C4C2C4C2C4C2D2C2C6C4C2C3C3D4C2C2C2C4D3C3C2C2C4D2D2C2C2.1 D4 E3 E3 E1 E1.1 E3 F3 F6 F3 E3 E4 E2 E5 E1 E2 F4 F6 F1 F5 F1 E5 E3 F3 F3 F3 F1 E1 E3 F3 F3 F3 F2 F4 F4 E2 E5 E1 E1 F5 F5 E1 E6 H5 I5 I2 I4 I5 H1 H4 H2 H1 H5 H2 I4 I3 I3 I2 H4 H6 H5 I1 I2 I4 I1 H5 H4 I2 I4 H2 H6 H1 I4 H1 H3 H3 H3 H3 H2 H3 I1 I1 H5 H4 I2 D4D2D4C2C3D3D4C2C4D2C2D3C3C3D3D3D3C4C2C3C3C2D4D3C3C3D3D2D4D3C3C2D4C6D3D3D3C3C2D2C2C2.1 D3D3D3C3C2D2C2C2.1 D2D4D3C3C2D4C6 C2D4D3C3C3D3 D3D3C4C2C3C3 C2D3C3C3D3 D4C2C4D2 D4D2D4C2C3D3 B6B6B2B4B5A1A6A6A4B2B5B1B1B5B1B5B2A4A4B2B2B4B1B5B3A3A5A1A4B2B6B2B4B2A4A6 G2.10 G6 G6 G6 G6 G6 G6 G6 F4F2F3F3F4F2F2E4E6E3F3F5E1E1E5E3E3E4F2F3F3F2F4F4E2E2E4E5E1E2F4F1F5F1F5F4E2E5E1E5F1F2.1 C2.1 D3 C3 C4 C2 D4 C2 C4 D2 D2 D2 C2 C2 C4 C3 C3 C2 D4 D4 C2 C6 C2 D4 C4 D2 D6 D2 C2 C2 D4 C4 D2 D2 C2 C2 C3 D3 D3 C3 D6 D3 D3 D3 D3 C3 D6 D3 D3C4D2D2C2C2C3D6D2C2C2D4C6C2D4C4D2C3C3C2D4D4C2D2D2D2C2C2C4C3C4C2D4C2C4C2.1 D3 B2.1 B2 B4 B2 B4 B1 A5 A3 A3 A6 A3 B3 B2 B4 B1 A5 A2 B4 B3 B3 B1 A5 A3 A3 A4 B2 B2 A4 A4 A2 A2 B4 B1 B4 B2 A4 A2 A4 A4 B2 B1 A5 H4I2I3H3H6H2I4H1H5I3I3I3H3H2H2H3H3H2I4I2I4I4H2H3H3H6H1I5I2I4I3H3H4H2H2H4H1I5I6I2.1 G2.10 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G2.10 A2.10 H2.10 STRUCTURAL VERTICAL MULLIONS 21 EQUAL BAYS @ 6'-0" OC 128' - 9 7/8" ± ALL HORIZONTAL MULLIONS TO ALIGN WITH HORIZONTAL MULLIONS IN CURTAIN WALL ELEVATION CW5, UNLESS OTHERWISE DIMENSIONED 2 1/2" X 12" MULLION (RED DASHED LINE) 2 1/2" X 12" MULLION (RED DASHED LINE) 2 1/2" X 12" MULLION (RED DASHED LINE)...ALL VERTICAL JOINTS BETWEEN STRUCTURAL MULLIONS TO BE STRUCTURALLY GLAZED, TYPICAL CW1 & CW2, UON ALL VERTICAL JOINTS BETWEEN STRUCTURAL MULLIONS TO BE STRUCTURALLY GLAZED, TYPICAL CW1 & CW2, UON G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 G6 ALTERNATE #6 (TYPICAL ALL CURTAIN WALL ELEVATIONS) EXAMPLE OF STRUCTURALLY GLAZED VERTICAL WITH SAME GLASS TYPE ON EACH SIDE OF JOINT I2 C2 C2 C2 C2 C2 C2 1' - 5"1' - 6"A3.3H3.7B6I5.8 D5.8 D5.8 D5.8 D5.8 D5.8 D5.8 D6 D6 D3.7 D3.7 J5.8 J6 J3.7 J3.3 J3.3 J3.7 J5.8 J3.3 J5.8 D5.8 D5.8 D5.8 D5.8 D5.8 D5.8 D5.8 D5.8 D5.8 D6 D6 D6 D6D5.8 D3.7 D3.7 D3.7 D3.7 K3.7 K3.3 K3.3 K3.3 K6 K3.7 L6 L6 L6 L3.7 L3.3 L3.3 L3.3 M6 M6 M3.7 M3.7 M3.3 M3.3 N3.7 N3.3 N3.3 N3.7 N6 N3.3 O6 O3.3 O3.3 O3.3 O3.3 O3.3 H5.8 I6 H3.7 H3.3 G3.3G3.7G6G5.8 18' - 7 3/8" ± ALL HORIZONTAL MULLIONS TO ALIGN WITH HORIZONTAL MULLIONS IN CURTAIN WALL ELEVATION CW5, UNLESS OTHERWISE DIMENSIONED E1 A502 ________________________________________________ A9 A503 ________________________________________________ A5 A503 ________________________________________________ A5 A503 ________________________________________________ A11 N 8"2"10' - 10"8' - 2 7/8" ±REFER TO DOOR SCHEDULE4 1/2"2" 11 5/8" 2" 2"SCHEDULE REFER TO DOOR AND FRAME 2"2"4 1/2"100V1A H3 A501 ________________________________________________ A10 A501 ________________________________________________ F3 A501 ________________________________________________ D4 A501 ________________________________________________ H11 A501 ________________________________________________ D5 A501 ________________________________________________ G8 SEE STOREFRONT FRAME SF3 FOR CORNER MULLION D D K D D D D D A N N K A N D D K D D 2" 3' - 8 5/8" 2" 2' - 6" 4 1/2" 5' - 6 1/4" 2" 1' - 8" 2" 4' - 0" 2" 4' - 0" 2" 3' - 3" 2" 1' - 8" 2" 3' - 5 1/8" 2" 4' - 0" 4 1/2" 40' - 4 1/2"4 1/2"10' - 10"ALIGN ALIGN ALIGN 4 1/2" SF7 BEYOND SF4 BEYOND 4 1/2"2"REMOTE FREQUENCY AUTOMATIC DOOR OPERATOR PUSH PLATE H3 A501 ________________________________________________ F3 A501 ________________________________________________ CORNER MULLION SHARED WITH SF2 D4 A501 ________________________________________________ H10 A501 ________________________________________________ D4 A501 ________________________________________________ SIM D D D D D 8"2"10' - 10"6' - 9 1/2" ± ALIGN ALIGN ALIGN 4 1/2"2' - 1"4 1/2"2"2 1/2" 2" FRAME REFER TO DOOR AND2" 1' - 7 1/2" SCHEDULE 100V2A BREAK METAL TO MATCH STOREFRONT D4 A652 ________________________________________________ H3 A501 ________________________________________________ D4 A652 ________________________________________________ SEE SF3 FOR CORNER MULLIONA10 A501 ________________________________________________ F3 A501 ________________________________________________ DJDDD N N 4 1/2" 4' - 0" 2" 2' - 3"2"4' - 0 1/4"8"2"10' - 10"ALIGN ALIGN 4 1/2"SF5 BEYOND SF2 BEYOND 2" 4' - 0" 4 1/2" 12' - 1 7/8" ± 18' - 0 1/4" ± 4 1/2"4 1/2"ALIGN ALIGN B 60° H10 A501 ________________________________________________ F3 A501 ________________________________________________ H3 A501 ________________________________________________ D4 A501 ________________________________________________ H3 A501 ________________________________________________ H1 A501 ________________________________________________ 6' - 11 1/2" ±8"2"REFER TO DOOR SCHEDULE2" SCHEDULE REFER TO DOOR2"2"4 1/2"1' - 6" MIN D D SCHEDULE REFER TO DOOR 100V2BH10 A501 ________________________________________________ D10 A501 ________________________________________________ F11 A501 ________________________________________________ SIM CODE A1 A1.4 A1.10 A2 A2.1 A2.10 A3 A3.1 A3.3 A3.7 A4 A4.1 A4.4 A5 A6 B1 B1.7 B2 B2.4 B2.7 B2.1 B3 B3.4 B4 B5 B6 C0.7 C1.7 C2 C2.7 C2.1 C3 C4 C4.7 C6 D1.6 D2 D2.6 D2.9 D3 D3.5 D3.7 D4 D4.1 D4.2 D4.3 D4.4 D4.5 D5.8 D5.9 D6 E1 E1.1 E1.7 E2 E3 E3.4 E4 E4.1 E5 E6 F0.7 F1 F1.4 F2 F2.4 F2.1 F3 F3.4 F4 F4.7 F5 F6 G0.7 G1.7 G2 G2.1 G2.4 G2.10 G3 G3.3 G3.7 G4 G4.1 G4.4 G4.7 G5.8 G6 H1 H1.4 H2 H2.1 H2.4 H2.10 H3 H3.1 H3.3 H3.7 H4 H5 H5.8 H6 I0.7 I1 I2 I2.4 I2.7 I2.1 I3 I4 I4.7 I5 I5.8 I6 J2.1 J3.3 J3.7 J5.8 J6 K1.1 K1.10 K3.3 K3.7 K3.11 K4 K4.2 K6 L3.3 L3.7 L6 M3.3 M3.7 M6 N1.10 N3.3 N3.7 N4.5 N5.9 N6 N9 O3.3 O6 GLASS TYPE & COLOR SPANDREL LIGHT GREEN SPANDREL LIGHT GREEN SPANDREL LIGHT GREEN SPANDREL LIGHT GREEN SPANDREL LIGHT GREEN SPANDREL LIGHT GREEN SPANDREL LIGHT GREEN SPANDREL LIGHT GREEN SPANDREL LIGHT GREEN SPANDREL LIGHT GREEN SPANDREL LIGHT GREEN SPANDREL LIGHT GREEN SPANDREL LIGHT GREEN SPANDREL LIGHT GREEN SPANDREL LIGHT GREEN SPANDREL DARK GREEN SPANDREL DARK GREEN SPANDREL DARK GREEN SPANDREL DARK GREEN SPANDREL DARK GREEN SPANDREL DARK GREEN SPANDREL DARK GREEN SPANDREL DARK GREEN SPANDREL DARK GREEN SPANDREL DARK GREEN SPANDREL DARK GREEN SPANDREL COOL GREY SPANDREL COOL GREY SPANDREL COOL GREY SPANDREL COOL GREY SPANDREL COOL GREY SPANDREL COOL GREY SPANDREL COOL GREY SPANDREL COOL GREY SPANDREL COOL GREY VISION CLEAR VISION CLEAR VISION CLEAR VISION CLEAR VISION CLEAR VISION CLEAR VISION CLEAR VISION CLEAR VISION CLEAR VISION CLEAR VISION CLEAR VISION CLEAR VISION CLEAR VISION CLEAR VISION CLEAR VISION CLEAR SPANDREL LIGHT TEAL SPANDREL LIGHT TEAL SPANDREL LIGHT TEAL SPANDREL LIGHT TEAL SPANDREL LIGHT TEAL SPANDREL LIGHT TEAL SPANDREL LIGHT TEAL SPANDREL LIGHT TEAL SPANDREL LIGHT TEAL SPANDREL LIGHT TEAL SPANDREL DARK TEAL SPANDREL DARK TEAL SPANDREL DARK TEAL SPANDREL DARK TEAL SPANDREL DARK TEAL SPANDREL DARK TEAL SPANDREL DARK TEAL SPANDREL DARK TEAL SPANDREL DARK TEAL SPANDREL DARK TEAL SPANDREL DARK TEAL SPANDREL DARK TEAL SPANDREL BRIGHT WHITE SPANDREL BRIGHT WHITE SPANDREL BRIGHT WHITE SPANDREL BRIGHT WHITE SPANDREL BRIGHT WHITE SPANDREL BRIGHT WHITE SPANDREL BRIGHT WHITE SPANDREL BRIGHT WHITE SPANDREL BRIGHT WHITE SPANDREL BRIGHT WHITE SPANDREL BRIGHT WHITE SPANDREL BRIGHT WHITE SPANDREL BRIGHT WHITE SPANDREL BRIGHT WHITE SPANDREL BRIGHT WHITE SPANDREL DARK BLUE SPANDREL DARK BLUE SPANDREL DARK BLUE SPANDREL DARK BLUE SPANDREL DARK BLUE SPANDREL DARK BLUE SPANDREL DARK BLUE SPANDREL DARK BLUE SPANDREL DARK BLUE SPANDREL DARK BLUE SPANDREL DARK BLUE SPANDREL DARK BLUE SPANDREL DARK BLUE SPANDREL DARK BLUE SPANDREL LIGHT BLUE SPANDREL LIGHT BLUE SPANDREL LIGHT BLUE SPANDREL LIGHT BLUE SPANDREL LIGHT BLUE SPANDREL LIGHT BLUE SPANDREL LIGHT BLUE SPANDREL LIGHT BLUE SPANDREL LIGHT BLUE SPANDREL LIGHT BLUE SPANDREL LIGHT BLUE SPANDREL LIGHT BLUE VISION GLASS LIGHT BLUE VISION GLASS LIGHT BLUE VISION GLASS LIGHT BLUE VISION GLASS LIGHT BLUE VISION GLASS LIGHT BLUE VISION GLASS DARK BLUE VISION GLASS DARK BLUE VISION GLASS DARK BLUE VISION GLASS DARK BLUE VISION GLASS DARK BLUE VISION GLASS DARK BLUE VISION GLASS DARK BLUE VISION GLASS DARK BLUE VISION GLASS LIGHT GREEN VISION GLASS LIGHT GREEN VISION GLASS LIGHT GREEN VISION GLASS DARK GREEN VISION GLASS DARK GREEN VISION GLASS DARK GREEN VISION GLASS LIGHT TEAL VISION GLASS LIGHT TEAL VISION GLASS LIGHT TEAL VISION GLASS LIGHT TEAL VISION GLASS LIGHT TEAL VISION GLASS LIGHT TEAL VISION GLASS LIGHT TEAL VISION GLASS DARK TEAL VISION GLASS DARK TEAL WIDTH 1'-0" 1'-4" 1'-10" 2'-0" 2'-1" 2'-10" 3'-0" 3'-1" 3'-3" 3'-7" 4'-0" 4'-1" 4'-4" 5'-0" 6'-0" 1'-0" 1'-7" 2'-0" 2'-4" 2'-7" 2'-10" 3'-0" 3'-4" 4'-0" 5'-0" 6'-0" 0'-7" 1'-7" 2'-0" 2'-7" 2'-10" 3'-0" 4'-0" 4'-7" 6'-0" 1'-6 1/2" 2'-0" 2'-6" 2'-9" 3'-0" 3'-5" 3'-7" 4'-0" 4'-1" 4'-2" 4'-3 1/4" 4'-4" 4'-5 1/2" 5'-8" 5'-9 1/2" 6'-0" 1'-0" 1'-1" 1'-7" 2'-0" 3'-0" 3'-4" 4'-0" 4'-1" 5'-0" 6'-0" 0'-7" 1'-0" 1'-4" 2'-0" 2'-4" 2'-10" 3'-0" 3'-4" 4'-0" 4'-7" 5'-0" 6'-0" 0'-7" 1'-7" 2'-0" 2'-1" 2'-4" 2'-10" 3'-0" 3'-3" 3'-7" 4'-0" 4'-1" 4'-4" 4'-7" 5'-8" 6'-0" 1'-0" 1'-4" 2'-0" 2'-1" 2'-4" 2'-10" 3'-0" 3'-1" 3'-3" 3'-7" 4'-0" 5'-0" 5'-8" 6'-0" 0'-7" 1'-0" 2'-0" 2'-4" 2'-7" 2'-10" 3'-0" 4'-0" 4'-7" 5'-0" 5'-8" 6'-0" 2'-1 3/4" 3'-3" 3'-7" 5'-8" 6'-0" 1'-1" 1'-10" 3'-3" 3'-7" 3'-11" 4'-0" 4'-2" 6'-0" 3'-3" 3'-7" 6'-0" 3'-3" 3'-7" 6'-0" 1'-10" 3'-3" 3'-7" 4'-5" 5'-9" 1/2" 6'-0" 9'-0" 3'-3" 6'-0" NOTE: WIDTHS ARE FROM CENTER LINE OF JOINT/ MULLION TO CENTER LINE OF JOINT/MULLION EXCEPT AT FRAME ENDS. WIDTH AT FRAMED ENDS IS FROM OUTSIDE FACE OF MULLION TO CENTER LINE OF ADJACENT JOINT. 8' - 4 7/8" ± SCHEDULE REFER TO DOOR AND FRAME 1' - 0" ALIGN 2"2"2"2" SEE STOREFRONT FRAME SF6 FOR CORNER MULLION SEE STOREFRONT FRAME SF3 FOR END MULLION ALIGN ALIGN D D D 100V1B H10 A501 ________________________________________________ F11 A501 ________________________________________________ CORNER MULLION SF7 BEYOND D11 A501 ________________________________________________ DK D K 6' - 11 3/8" ± 2"3' - 0"4 1/2"10' - 2"7' - 2"4 1/2"4"4 1/2"2" F11 A501 ________________________________________________ F3 A501 ________________________________________________ G8 D11 A501 ________________________________________________ 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.2/10/2021 2:37:23 PMA651 CURTAINWALL AND STOREFRONT ELEVATIONS 02/05/2021 2018089 CRB, GLM, JDC Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/8" = 1'-0"D1 CURTAINWALL TYPES CW1 CW2 CW3 CW4 CW5 CW6 1/4" = 1'-0"A1 THERMAL STOREFRONT TYPES ESF1 ESF2 ESF3 ESF5ESF4 ESF6 ESF7 REVISION SCHEDULE NAME DATE (PRINT IN COLOR) Received by DiMarco 2/15/2021 EWS-2 4' - 8"2' - 0"6' - 0"2' - 0"7' - 4"2' - 0"4' - 8"3' - 0"5' - 4"3' - 0"6' - 0"3' - 0" 4' - 0"4' - 0"4' - 8"4' - 0"6' - 0"4' - 0"6' - 5"4' - 0" 5' - 0"4' - 8"6' - 0"5' - 0" 6' - 0"4' - 0"4' - 8"6' - 0"6' - 0"6' - 0"6' - 0"8' - 0" 10' - 0"4' - 0"W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 W32 W34 W35 W36 W38 W39 F5 A501 ________________________________________________ D5 A501 ________________________________________________ C5 A501 ________________________________________________ F5 A501 ________________________________________________ F5 A501 ________________________________________________ F5 A501 ________________________________________________ F5 A501 ________________________________________________ F5 A501 ________________________________________________ F5 A501 ________________________________________________ F5 A501 ________________________________________________ F5 A501 ________________________________________________ F5 A501 ________________________________________________ F5 A501 ________________________________________________ F5 A501 ________________________________________________ F5 A501 ________________________________________________ F5 A501 ________________________________________________ F5 A501 ________________________________________________ F5 A501 ________________________________________________ F5 A501 ________________________________________________ C5 A501 ________________________________________________ C5 A501 ________________________________________________ C5 A501 ________________________________________________ C5 A501 ________________________________________________ C5 A501 ________________________________________________ C5 A501 ________________________________________________ C5 A501 ________________________________________________ C5 A501 ________________________________________________ C5 A501 ________________________________________________ C5 A501 ________________________________________________ C5 A501 ________________________________________________ C5 A501 ________________________________________________ C5 A501 ________________________________________________ C5 A501 ________________________________________________ C5 A501 ________________________________________________ C5 A501 ________________________________________________ D5 A501 ________________________________________________ D5 A501 ________________________________________________ D5 A501 ________________________________________________ D5 A501 ________________________________________________ D5 A501 ________________________________________________ D5 A501 ________________________________________________ D5 A501 ________________________________________________ D5 A501 ________________________________________________ D5 A501 ________________________________________________ D5 A501 ________________________________________________ D5 A501 ________________________________________________ D5 A501 ________________________________________________ D5 A501 ________________________________________________ D5 A501 ________________________________________________ D5 A501 ________________________________________________ D5 A501 ________________________________________________7' - 4"5' - 0" C5 A501 ________________________________________________ D5 A501 ________________________________________________ F5 A501 ________________________________________________6' - 0"7' - 0" F5 A501 ________________________________________________ D5 A501 ________________________________________________ C5 A501 ________________________________________________ W37W33 4' - 4"3' - 4"W40 F5 A501 ________________________________________________ C5 A501 ________________________________________________ D5 A501 ________________________________________________ 5' - 0"3' - 4"W41 F5 A501 ________________________________________________ C5 A501 ________________________________________________ D5 A501 ________________________________________________ SIM SIM W45 A7 A501 ________________________________________________ F5 A501 ________________________________________________ D5 A501 ________________________________________________ 2' - 7" ± W44A ALIGN ALIGN ALIGN9' - 4" ±D5 A501 ________________________________________________8' - 10 3/4" ±C5 A501 ________________________________________________ ALIGN ALIGN ALIGN ALIGN ALIGN 2' - 10" 5' - 7" A4 A501 ________________________________________________ A4 A501 ________________________________________________ ALIGN L D D D H I M D J W45A F5 A501 ________________________________________________ 4' - 5" ± 2' - 3 1/2"9' - 4" ±A7 A501 ________________________________________________2' - 5"2' - 1 1/2"W44A D5 A501 ________________________________________________ C5 A501 ________________________________________________ 4' - 8 1/4" 2' - 0 1/2"9' - 5 3/4"2' - 1 3/4"1' - 11"IA DD D DD DD IN D 8' - 8 5/8" ±8' - 0" W43 A7 A501 ________________________________________________ ALIGN ALIGN EQ EQ C5 A501 ________________________________________________ D5 A501 ________________________________________________ D L H D J B 4' - 2 3/8"2' - 1"1' - 10 7/8"8' - 10 5/8"EQ EQ W429' - 5 3/4"6' - 0" A7 A501 ________________________________________________ C5 A501 ________________________________________________ D5 A501 ________________________________________________ D J E L D I A B SLOPED ROOF -HIGH POINT 175' -9 21/32" T/O CURTAIN WALL 176' -4" RACEWAY BY SIGN MANUFACTURER ILLUMINATED SIGNAGE A652 D1EQ EQ2' - 6" CURTAIN WALL BRACKET BY CURTAIN WALL MANUFACTURER AT VERTICAL MULLIONS, TYPICAL ILLUMINATED SIGNAGE: 24”TALL X 5”THICK LETTERS WITH TRANSLUCENT ACRYLIC FACE AND OPAQUE MATCHING SIDE AND BACK PANELS COLOR: WHITE OR MATCH CAYUGA MEDICAL CENTER LOGO COLOR TYPICAL3' - 0"SQUARETYP 2' - 9"1' - 0"9" TYPILLUMINATED PANEL SIGNAGE WITH TRANSLUCENT ACRYLIC FACE AND OPAQUE MATCHING SIDE AND BACK PANELS; COLORS TO MATCH CAYUGA MEDICAL CENTER BLUES AND GREEN ROOF FACE OF WEST PARAPET WALL D4 A652 ________________________________________________ 2' - 0"3' - 0" 3.9SQUARE3' - 0"PANEL SIGNAGE: FLAT-CUT ALUMINUM GRAPHIC POWDER-COATED TO MATCH CAYUGA MEDICAL CENTER LOGO COLORS 2' - 9"3' - 6" CAST SIGNAGE: 24”TALL X 1”DEEP FLAT- CUT BRUSHED ALUMINUM LETTERS CAST SIGNAGE: 14”TALL X 1”THICK FLAT-CUT BRUSHED ALUMINUM LETTERS ON STANDOFFS TEXT: TBD11"9"1' - 4" 1' - 0" 1' - 0" 2' - 0"8' - 2"DOWNSPOUT NOZZLE, REFER TO PLUMBING DRAWINGS RECESSED AUTOMATIC DOOR OPERATOR PUSH PLATE, REFER TO ELECTRICAL DRAWINGS LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS RECESSED KNOX BOX, COORDINATE WITH ITHCA FIRE DEPARTMENTEQEQD7 A501 ________________________________________________ 4' - 8" ± CAST SIGNAGE: 14”TALL X 1”THICK FLAT-CUT BRUSHED ALUMINUM LETTERS ON STANDOFFS TEXT: TBD ILLUMINATED SIGNAGE 2' - 4" A652 D1 D4 A652 ________________________________________________ SIM MIN 5" SIM ILLUMINATED SIGNAGE CONDUIT, REFER TO ELECTRICAL DRAWINGS SEAL AROUND PENETRATIONS, TYP 3° STANDOFFS AT SIM: OMIT STANDOFFS 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.2/5/2021 4:56:20 PMA652 EXTERIOR WINDOW AND SIGNAGE ELEVATIONS 02/05/2021 2018089 CRB, JDC Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"D6 EXTERIOR WINDOW ELEVATIONS 1/4" = 1'-0"F1 NORTH CURTAINWALL ELEVATION SIGNAGE 1/4" = 1'-0"D1 SOUTH ELEVATION - EXTERIOR SIGNAGE 1/4" = 1'-0"A4 WEST ELEVATION - EXTERIOR SIGNAGE 1/4" = 1'-0"A1 NORTH ELEVATION - QUICK CARE SIGNAGE 1/4" = 1'-0"H1 EAST ELEVATION - EXTERIOR SIGNAGE 1 1/2" = 1'-0"D4 SECTION DETAIL @ SOUTH ELEVATION REVISION SCHEDULE NAME DATE (PRINT IN COLOR) Received by DiMarco 2/15/2021 THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" T/O CURTAIN WALL 176' -4"2' - 4"A B B EC A F B BF 2' - 0"2' - 4"10 1/2"2' - 0"2' - 7 1/2"2' - 0"2' - 0"2' - 2"10 1/2"A C C B 2' - 4"2' - 0"3' - 7"3' - 6"B 2' - 0"A 2' - 0"B 2' - 2"A 8' - 6"EA 1' - 10 1/2"7' - 9"A D A A5' - 0"C A 2' - 4"STAIR 3 LANDING 146' -3" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" T/O CURTAIN WALL 176' -4"10' - 6"E1' - 10 1/2"B 1' - 8"E 1' - 10"C E 6' - 0"A 2' - 4"A 2' - 4"15' - 0"E D 11' - 8"A 1' - 10 1/2"8' - 2"A C E E A 5' - 9"1' - 10 1/2"STAIR 3 LANDING 146' -3" THIRD FLOOR 128' -6" FOURTH FLOOR 144' -0" FIFTH FLOOR 158' -0" T/O CURTAIN WALL 176' -4" A E C A A A A A A AA C E C E E E C E D FC A E B F STAIR 3 LANDING 146' -3" STAINLESS STEEL THRU-BOLT WITH PIPE SLEEVE BY SUNSHADE MANUFACTURER, SIZE, NUMBER AND FINAL CONFIGURATION TO BE DETERMINED BY DELEGATED DESIGN ALUMINUM CURTAIN WALL BRACKET BY SUNSHADE MANUFACTURER, SIZE, NUMBER AND FINAL CONFIGURATION TO BE DETERMINED BY DELEGATED DESIGN 1 1/2" X 14" ALUMINUM RECTANGULAR TUBE WITH TOP AND BOTTOM END CAPS, TYPICAL CURTAIN WALL SYSTEM STAINLESS STEEL SCREWS BY SUNSHADE MANUFACTURER, SIZE, NUMBER AND FINAL CONFIGURATION TO BE DETERMINED BY DELEGATED CURTAIN WALL MULLION 1/2" 1' - 2" 1/8" THICK ALUMINUM END CAP, TYPICAL TOP AND BOTTOM OF TUBE STAINLESS STEEL THRU-BOLT BY SUNSHADE MANUFACTURER, SIZE, NUMBER AND FINAL CONFIGURATION TO BE DETERMINED BY DELEGATED DESIGN ALUMINUM CURTAIN WALL BRACKET BY SUNSHADE MANUFACTURER, SIZE, NUMBER AND FINAL CONFIGURATION TO BE DETERMINED BY DELEGATED DESIGN 1 1/2" X 14" ALUMINUM RECTANGULAR TUBE WITH TOP AND BOTTOM END CAPS, TYPICAL CURTAIN WALL SYSTEM STAINLESS STEEL SCREWS BY SUNSHADE MANUFACTURER, SIZE, NUMBER AND FINAL CONFIGURATION TO BE DETERMINED BY DELEGATED CURTAIN WALL MULLION1/2"1' - 2"EQ EQ SUNSHADE BRACKET 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.2/5/2021 4:56:33 PMA653 VERTICAL SUNSHADES 02/05/2021 2018089 CRB, JDC Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/8" = 1'-0"G2 WEST ELEVATION - VERTICAL SUNSHADES 1/8" = 1'-0"D2 NORTH ELEVATION - VERTICAL SUNSHADES 1/8" = 1'-0"A2 EAST ELEVATION - VERTICAL SUNSHADES A 8' -0" B 13' -0" C 15' -0" D 20' -0" E 23' -0" F 25' -0" 3" = 1'-0"D10 SUNSHADE BRACKET - SECTION DETAIL - TYPICAL 3" = 1'-0"A10 SUNSHADE BRACKET - PLAN DETAIL - TYPICAL LABEL LENGTH SUNSHADE LEGEND REFER ALSO TO ALTERNATE #5. BASIS-OF-DESIGN: ARCHITECTURAL GRILLES & SUNSHADES, INC (AGS, INC) CUSTOM VERTICAL SUNSHADES 1 1/2" THICK X 14" DEEP X LENGTH NOTED CONTACT: ERIC NIEMEYER | 708.479.9458 | eric@agsshade.com CONTACT: JHC SALES CORP JIM CRANE | 914.388.3655 | jim@jhcsales.com REVISION SCHEDULE NAME DATE (PRINT IN COLOR) Received by DiMarco 2/15/2021 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.2/5/2021 4:56:36 PMA700 FINISH SCHEDULE 02/05/2021 2018089 KAS/HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGFINISH SCHEDULE CSI SPECIFICATION SECTION CODE BASIS OF DESIGN DESCRIPTION COLOR/STYLE TYPICAL LOCATIONS 060660- PLASTIC FABRICATIONS 060660- PLASTIC FABRICATIONS RP1 3FORM, LLC VARIA ECORESIN 3/8" THICKNESS WAVE EMBOSS (FRONT) SANDSTONE (BACK); COLOR: CRATER CHECK-IN/REGISTRATION AREAS 062614- MINERAL PROFILE PANELING 062614- MINERAL PROFILE PANELING MP1 MODULAR ARTS 32"X32" INTERLOCKING ROCK PANELS DUNE/SEMI-GLOSS WHITE PAINT FINISH ELEVATOR BANK (ALL FLOORS) 064116 - LAMINATE FACED ARCHITECTURAL CABINETS 064116 - LAMINATE FACED ARCHITECTURAL CABINETS PL1 PIONITE HIGH PRESSURE LAMINATE (HPL)HP290 HARDROCK MAPLE II/ ARP (T-)BASE CABINET BODY 064116 - LAMINATE FACED ARCHITECTURAL CABINETS PL2 PANOLAM-NEVAMAR HIGH PRESSURE LAMINATE (HPL)WZ0049 CREMA/ ARP (T-)UPPER CABINET BODY 064116 - LAMINATE FACED ARCHITECTURAL CABINETS PL3 PANOLAM - NEVAMAR HIGH PRESSURE LAMINATE (HPL)AG6300 SILVER WINGS/ (SD)EXAM ROOM FEATURE WALL 064116 - LAMINATE FACED ARCHITECTURAL CABINETS PL4 PANOLAM - PIONITE MAGNETIC MARKER BOARD (MB1)FROSTY WHITE EXAM ROOM FEATURE WALL 064116 - LAMINATE FACED ARCHITECTURAL CABINETS TL1 PANOLAM - THICKLAM 1/2" THICK HIGH PRESSURE LAMINATE (HPL)MATCH PL1 EXAM ROOM FEATURE WALL 064116 - LAMINATE FACED ARCHITECTURAL CABINETS TL2 PANOLAM - THICKLAM 1/2" THICK HIGH PRESSURE LAMINATE (HPL)MATCH PL3 EXAM ROOM FEATURE WALL 088113 – DECORATIVE GLASS GLAZING 088113 – DECORATIVE GLASS GLAZING PS1 GOLDRAY GLASS, 3FORM OR EQUAL 3/8" BACK-PAINTED GLASS PANELS COLOR MATCH TO SHERWIN WILLIAMS SW 6780 NAUTILUS MAIN LOBBY RECEPTION DESK FEATURE WALL 088113 – DECORATIVE GLASS GLAZING WF1 OLEE VUE TRANSPARENT WINDOW FILM ON 1/2" TEMPERED GLAZING 448-DGF ANGLES CHECK-IN/REGISTRATION AREAS 093013 - CERAMIC TILE 093013 - CERAMIC TILE CT1 DALTILE COLORBODY PORCELAIN, 12x24 IRONCRAFT CHARCOAL GREY IC13 TOILET ROOMS 093013 - CERAMIC TILE CT2 DALTILE GLAZED CERAMIC, 6X18 COLOR COLLECTION - LINEAR; 0190 ARCTIC WHITE TOILET ROOMS 093013 - CERAMIC TILE CT3 DALTILE GLAZED CERAMIC, 6X18 COLOR COLLECTION - LINEAR; 0109 ARCHITECTURAL GREY TOILET ROOM ACCENT 093013 - CERAMIC TILE BASE & TRIM 093013 - CERAMIC TILE BASE & TRIM - LATICRETE EPOXY GROUT SPECTRALOCK; #45 RAVEN ALL TILE LOCATIONS 093013 - CERAMIC TILE BASE & TRIM CTB SCHLUTER ALUMINUM COVE TRIM DILEX-AHK ALL TILE BASE, CORNERS & TOP CAP LOCATIONS 095113 – ACOUSTICAL PANEL CEILINGS 095113 – ACOUSTICAL PANEL CEILINGS APC1 ARMSTRONG 2X4 ANGLED TEGULAR CEILING CIRRUS HIGH NRC/WHITE; PRELUDE XL 15/16" GRID/ WHITE CORRIDORS, OPEN AREAS 095113 – ACOUSTICAL PANEL CEILINGS APC2 ARMSTRONG 2X2 ANGLED TEGULAR CEILING CIRRUS HIGH NRC/WHITE; PRELUDE XL 15/16" GRID/ WHITE CORRIDORS, EXAMS, OFFICES 095113 – ACOUSTICAL PANEL CEILINGS APC3 ARMSTRONG 2X4 FIBERGLASS CONCEALED GRID CEILING LYRA CONCEALED/WHITE; PRELUDE XL 15/16" GRID/ WHITE MAIN LOBBY (1ST & 2ND FLOOR) 095429 – WOOD PANEL CEILINGS 095429 – WOOD PANEL CEILINGS LAP1 ARMSTRONG 1X4 ACCESSIBLE WOOD CEILING WOODWORKS VECTOR/ MAPLE (CMA) W4 PERFORATIONS; PRELUDE HD GRID/BLACK MAIN LOBBY (1ST & 2ND FLOOR) 096513 - RESILIENT BASE 096513 - RESILIENT BASE B1 ROPPE 100% RUBBER WALL BASE 193 BLACK BROWN TYPICAL 096513 – RESILIENT STAIR TREADS 096513 – RESILIENT STAIR TREADS ST1 ROPPE RUBBER STAIR TREADS & RISERS 178 PEWTER STAIR 2 096516 – RESILIENT SHEET FLOORING 096516 – RESILIENT SHEET FLOORING RS1 ARMSTRONG MEDINPURE PVC-FREE SHEET FLOORING H6003 LAMB'S WOOL WITH SELF-COVING BASE PROCEDURE ROOMS 096519 – RESILIENT TILE FLOORING 096519 – RESILIENT TILE FLOORING RT1 ARMSTRONG STRIATIONS BBT 12X24 BIO BASED TILE ATMOSPHERE FIELD TILE 096519 – RESILIENT TILE FLOORING RT2 ARMSTRONG STRIATIONS BBT 12X24 BIO BASED TILE GREY SKY ACCENT TILE 096519 – RESILIENT TILE FLOORING RT3 ARMSTRONG STRIATIONS BBT 12X24 BIO BASED TILE HAZE ACCENT TILE 096613 – PORTLAND CEMENT TERRAZZO TILE 096613 – PORTLAND CEMENT TERRAZZO TILE TT1 WASAU TILE 24X24 TILE & COORDINATING CAST TERRAZZO STAIR TREADS, 6" WALL BASE TZ302 – PLATINUM, SEE GROUT COLOR ABOVE MAIN LOBBY & STAIR 1 096813 – TILE CARPETING 096813 – TILE CARPETING CPT1 MILLIKEN WALKOFF CARPET TILE OBEX TILE CUT-FIZZ/ FZC27-173 GREY VESTIBULES 096813 – TILE CARPETING CPT2 MILLIKEN WALKOFF CARPET TILE OBEX TILE CUT-DRIFT/ DTC152-27-126 BLUE MAIN LOBBY 096813 – TILE CARPETING CPT3 SHAW CONTRACT 9"X36" PLANK CARPET TILE OBSERVE TILE 5T306, 5T307, 5T308/ OPTIMISTIC (05105)TYPICAL WAITING & OFFICES 096813 – TILE CARPETING CPT4 SHAW CONTRACT 9"X36" PLANK CARPET TILE OBSERVE TILE 5T306, 5T307, 5T308/ DEEPEST (05505)CHECK-IN AREA & ACCENTS 097200 - WALLCOVERING 097200 - WALLCOVERING WC1 MDC WALLCOVERING PVC-FREE CUSTOM PRINTED WALL COVERING CUSTOM GRAPIC TO BE PROVIDED. DESIGN INSPIRATION: SET TRAITS/ ST1.03 BY YO2 AS NOTED, SEE FINISH PLAN 097200 - WALLCOVERING WC2 MDC WALLCOVERING PVC-FREE CUSTOM PRINTED WALL COVERING CUSTOM GRAPIC TO BE PROVIDED. DESIGN INSPIRATION: SEASHORE BY OFFICINARKITETTURA AS NOTED, SEE FINISH PLAN 097200 - WALLCOVERING WC3 MDC WALLCOVERING PVC-FREE CUSTOM PRINTED WALL COVERING CUSTOM GRAPIC TO BE PROVIDED. DESIGN INSPIRATION: NATURE/ SPRING BY OFFICINARKITETTURA AS NOTED, SEE FINISH PLAN 097200 - WALLCOVERING WC4 MDC WALLCOVERING PVC-FREE CUSTOM PRINTED WALL COVERING CUSTOM GRAPHIC TO BE PROVIDED. DESIGN INSPIRATION: SHADOWS/ SH 13 BY AFFRESCHI & AFFRESCHI AS NOTED, SEE FINISH PLAN 097200 - WALLCOVERING WC5 MDC WALLCOVERING PVC-FREE CUSTOM PRINTED WALL COVERING CUSTOM GRAPHIC TO BE PROVIDED. DESIGN INSPIRATION: BOTANICA BY AFFRESCHI & AFFRESCHI AS NOTED, SEE FINISH PLAN 097200 - WALLCOVERING WC6 MDC WALLCOVERING PVC-FREE CUSTOM PRINTED WALL COVERING CUSTOM GRAPHIC TO BE PROVIDED. DESIGN INSPIRATION: ROMANTIC TRACES/ RT1.01 BY YO2 AS NOTED, SEE FINISH PLAN 097200 - WALLCOVERING WC7 MDC WALLCOVERING PVC-FREE CUSTOM PRINTED WALL COVERING CUSTOM GRAPHIC TO BE PROVIDED. DESIGN INSPIRATION: ROMANTIC TRACES/ RT1.07 BY YO2 AS NOTED, SEE FINISH PLAN 097200 - WALLCOVERING WC8 MDC WALLCOVERING PVC-FREE CUSTOM PRINTED WALL COVERING CUSTOM GRAPHIC TO BE PROVIDED. DESIGN INSPIRATION: ALOHA/ AH 001 BY AFFRESCHI & AFFRESCHI AS NOTED, SEE FINISH PLAN 097200 - WALLCOVERING WC9 MDC WALLCOVERING PVC-FREE CUSTOM PRINTED WALL COVERING CUSTOM GRAPHIC TO BE PROVIDED. DESIGN INSPIRATION: SMOOTH BY WALLPEPPER AS NOTED, SEE FINISH PLAN 097200 - WALLCOVERING WC10 MDC WALLCOVERING PVC-FREE CUSTOM PRINTED WALL COVERING CUSTOM GRAPHIC TO BE PROVIDED. DESIGN INSPIRATION: NATURE POEM BY OFFICINARKITETTURA AS NOTED, SEE FINISH PLAN 097200 - WALLCOVERING WC11 MDC WALLCOVERING PVC-FREE CUSTOM PRINTED WALL COVERING CUSTOM GRAPHIC TO BE PROVIDED. DESIGN INSPIRATION: ABOUT YOU BY AFFRESCHI & AFFRESCHI AS NOTED, SEE FINISH PLAN 097200 - WALLCOVERING WC12 MDC WALLCOVERING PVC-FREE CUSTOM PRINTED WALL COVERING CUSTOM GRAPHIC TO BE PROVIDED. DESIGN INSPIRATION: MAGIC NIGHT BY OFFICINARKITETTURA AS NOTED, SEE FINISH PLAN 098433 - SOUND ABSORBING WALL UNIT 098433 - SOUND ABSORBING WALL UNIT SAW1 CARNEGIE XOREL ACOUSTIC WALL COVERING FRACTAL EMBOSS/ 6261|753 RECEPTION CHECK-IN DESKS TYPICAL, WALL FINISH 098433 - SOUND ABSORBING WALL UNIT SAW2 FORBO ACOUSTIC TACKABLE PANEL 2162 DUCK EGG NURSE STATION & OFFICE AREAS TYPICAL 098433 - SOUND ABSORBING WALL UNIT SAW3 CARNEGIE XOREL WRAPPED ACOUSTIC ACCENT PANELS FRACTAL EMBOSS/ 6261|768 RECEPTION CHECK-IN DESKS TYPICAL, FABRIC WRAPPED ACCENT PANELS 099123 – INTERIOR PAINTING 099123 – INTERIOR PAINTING EP1 BENJAMIN MOORE COROTECH WATERBORN EPOXY PAINT MATCH SHERWIN WILLIAMS SW 7666 FLEUR DE SEL TREATMENT & PROCEDURE ROOMS 099123 – INTERIOR PAINTING P1 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW 7666 FLEUR DE SEL FIELD COLOR 099123 – INTERIOR PAINTING P2 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW 7016 MINDFUL GRAY ACCENT COLOR - LAB 099123 – INTERIOR PAINTING P3 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW 7018 DOVETAIL ACCENT COLOR - LAB 099123 – INTERIOR PAINTING P4 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW 6653 DELICIOUS MELON ACCENT COLOR - QUICK CARE 099123 – INTERIOR PAINTING P5 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW 6655 ADVENTURE ORANGE ACCENT COLOR - QUICK CARE 099123 – INTERIOR PAINTING P6 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW 6780 NAUTILUS ACCENT COLOR -QUICK CARE 099123 – INTERIOR PAINTING P7 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW 6212 QUIETUDE ACCENT COLOR - FQHC 099123 – INTERIOR PAINTING P8 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW 6214 UNDERSEAS ACCENT COLOR - FQHC 099123 – INTERIOR PAINTING P9 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW6716 DANCING GREEN ACCENT COLOR - THIRD FLOOR CLINIC 099123 – INTERIOR PAINTING P10 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW6718 OVERT GREEN ACCENT COLOR - THIRD FLOOR CLINIC 099123 – INTERIOR PAINTING P11 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW 6220 INTERESTING AQUA ACCENT COLOR - IMAGING 099123 – INTERIOR PAINTING P12 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW 6501 MANITOU BLUE ACCENT COLOR - IMAGING 099123 – INTERIOR PAINTING P13 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW 7698 STRAW HARVEST ACCENT COLOR - IMAGING 099123 – INTERIOR PAINTING P14 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW 6282 MAUVE FINERY ACCENT COLOR - WOMEN'S HEALTH 099123 – INTERIOR PAINTING P15 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW 9076 RUBY VIOLET ACCENT COLOR - WOMEN'S HEALTH 099123 – INTERIOR PAINTING P16 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW 6503 BOSPORUS ACCENT COLOR - STAFF BREAK AND RESPITE ROOMS 099123 – INTERIOR PAINTING P17 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW 6528 COSMOS ACCENT COLOR - STAFF BREAK AND RESPITE ROOMS 099123 – INTERIOR PAINTING P18 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW 7757 HIGH REFLECTIVE WHITE GYPSUM CEILINGS AND SOFFITS UON 099123 – INTERIOR PAINTING P19 BENJAMIN MOORE ULTRA SPEC 500 WATERBORNE INTERIOR PAINT MATCH SHERWIN WILLIAMS SW 7674 PEPPERCORN INTERIOR AND EXTERIOR HM DOOR FRAMES TYPICAL 099123 – INTERIOR PAINTING SC1 PROSOCO, CONSOLIDECK LS CONCRETE SLAB SEALER TRANSPARENT FINISH EXPOSED CONCRETE SLABS 102123 - CUBICLE CURTAINS 102123 - CUBICLE CURTAINS CC1 KNOLL TEXTILES CUBICLE CURTAIN FABRIC PORTRAIT #C18835 "WATERCOLOR"FOURTH FLOOR IMAGING, SEE REFLECTED CEILING PLAN 102600 - WALL AND DOOR PROTECTION 102600 - WALL AND DOOR PROTECTION CG1 INPRO CORNER GUARD COLOR: GALA 0380; TYPICAL 96" HIGH AS NOTED, SEE FINISH PLANS 102600 - WALL AND DOOR PROTECTION CG2 INPRO CORNER GUARD COLOR: CASTLE 0256; TYPICAL 96" HIGH AS NOTED, SEE FINISH PLANS 102600 - WALL AND DOOR PROTECTION WP1 INPRO WALL PROTECTION G2 BIOBLEND; COLOR: GALA 0380; TYPICAL 48" HIGH AS NOTED, SEE FINISH PLANS 102600 - WALL AND DOOR PROTECTION WP2 INPRO 12" RUB RAIL G2 BIOBLEND; COLOR: GALA 0380 CORRDIORS AND EXAM ROOMS TYPICAL 102600 - WALL AND DOOR PROTECTION WP3 INPRO DOOR PROTECTION PANEL; MODEL 30 KICKPLATE G2 BIOBLEND; COLOR: GALA 0380 RADIOLOGY LEAD-LINED DOORS 105100 - SOLID PHENOLIC LOCKERS 105100 - SOLID PHENOLIC LOCKERS LK1 SUMMIT LOCKERS Z-LOCKERS WILSONART FUSION MAPLE STAFF AREAS & IMAGING 122413 – ROLLER WINDOW SHADES 122413 – ROLLER WINDOW SHADES WS1 MECHOSHADE SYSTEMS, MECHO/5 SLIMLINE WITH FASCIA ROLLER WINDOW SHADES ECOVEIL 1550 SERIES/ GREY 1563 TYPICAL 123623 – PLASTIC LAMINATE CLAD COUNTERTOPS 123623 – PLASTIC LAMINATE CLAD COUNTERTOPS PL5 WILSONART HIGH PRESSURE PLASTIC LAMINATE WHITE CEMENT Y0715 NURSE STATION WORK SURFACES AND OFFCIES 123661 - SOLID SURFACE COUNTERTOPS 123661 - SOLID SURFACE COUNTERTOPS SS1 MEGANITE SOLID SURFACE MT CARRARA M007 COUNTERTOPS TYPICAL 123661 - SOLID SURFACE COUNTERTOPS SS2 MEGANITE SOLID SURFACE MT GRIGIO M020 ACCENT AT RECEPTIONS 123661 - SOLID SURFACE COUNTERTOPS SS3 MEGANITE SOLID SURFACE CHARCOAL CEMENT, , 1/2" THICK SQUARE EDGE PROFILE WINDOW SILLS TYPICAL, UON 123661 - SOLID SURFACE COUNTERTOPS SS4 MEGANITE SOLID SURFACE BRIGHT WHITE MAIN LOBBY RECEPTION DESK & WINDOW SILLS REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 UP FD 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 WINDOW 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. SAW1 TACKABLE ACOUSTIC SURFACE WS1 HR1 RESILIENT WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) RB1 CG1 EG2 WALL COVERINGWC1 RIGID VINYL WALL PROTECTION WP1 MINARAL PROFILE FEATURE PANEL MP1 BACK-PAINTED GLASS PANEL PS1 PULL SIDE * REFER TO ELEVATIONS MATERIAL FINISH KEY: NOT ALL MAY APPLY CERAMIC TILE ACCENT CT1 SECTOR 1 SECTOR 2 SECTOR 3 WC1 WP1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1CG1 CG1CG1 CG1 CG1 CG1 CG1 CG1CG1 CG1 CG1 CG1 CG1 WC CT E C PL2 E2 PL1 PL5 WC CT E C PL2 E2 PL5 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 SECTOR 2SECTOR 1SECTOR 3SECTOR 1WASTE HOLDING B1 P1 SC1 136 CLEAN LINEN HOLDING B1 P1 SC1 137 CORRIDOR B1 P1/WP2 RT1 135 STAFF BREAK B1 P1 RT3 133 CLEAN SUPPLY B1 P1 RT3 134 SPECIMEN TOILET CT1 P1 CT1 127 STAFF TOILET CT1 P1 CT1 131 SOILED B1 P1 RT3 132 LABORATORY B1 P1 RT3 126 BLOOD DRAW B1 P1 RT1 130 BLOOD DRAW B1 P1 RT1 129 BLOOD DRAW (PoS) B1 P18 RT1 128 CORRIDOR B1 P1/WP2 RT1 122 EVS SUPPLY & EQUIPMENT B1 P1 SC1 139 SUPPLY CHAIN AREA B1 P1 SC1 138 MAIN ELECTRICAL B1 P1 SC1 142 EMERGENCY EQUIPMENT ROOM B1 P1 SC1 141 BUILDING MAINTENANCE TOILET/SHOWER CT1 CT2/CT3 CT1 138A MAIN SERVER B1 P1 SC1 140 CORRIDOR B1 P1/WP2 RT1 143 WATER SERVICE B1 P1 SC1 146 MECHANICAL B1 P1 SC1 145 STORAGE B1 P1 SC1 144 STAIR 2 B1 P1 ST1 ST2-1 CT2 CT3 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 CG1 CT2 CT3 WP1 WP1 CT2 CT3 WP1 WP1 WS1 WS1 P9P9C4 A550 ________________________________________________ C4 A550 ________________________________________________ C4 A550 ________________________________________________ C4 A550 ________________________________________________ C4 A550 ________________________________________________ C4 A550 ________________________________________________ C4 A550 ________________________________________________ C4 A550 ________________________________________________ C4 A550 ________________________________________________ C4 A550 ________________________________________________ C4 A550 ________________________________________________2' - 3 5/8"RT3 RT1 A4 A550 ________________________________________________ A4 A550 ________________________________________________ 1 2 WP1 WP1 C7 A550 ________________________________________________ P17 (WALL) WP2 TYPICAL AT CORRIDORWP2 TYPICAL AT CORRIDOR WP2 TYPICAL AT CORRIDOR WP2 TYPICAL AT CORRIDOR WP2 TYPICAL AT CORRIDOR WP2 WP2 WP2 WP2 WP2 FD FD WP2 CT2 P2 (BOTTOM OF STAIR RUNS & LANDINGS & EXPOSED STRUCTURE) RT1 -RESILIENT TILE FLOORING NOTE: REFER TO FINISH PLANS AND FINISH SCHEDULE FOR SPECIFIC PRODUCT TYPES RT2 -RESILIENT TILE FLOORING RT3 -RESILIENT TILE FLOORING CT1 -CERAMIC TILE CPT2 -WALKOFF CARPET TILE CPT3 -CARPET TILE CPT4 -CARPET TILE CPT1 -WALKOFF CARPET TILE RS1 -RESILIENT SHEET FLOORING TT1 -TERRAZZO TILE 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.2/5/2021 4:56:45 PMA711 FIRST FLOOR FINISH PLAN - SECTOR 1 02/05/2021 2018089 KAS/HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL FINISH NOTES FINISH LEGEND KEY PLAN 1 ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED. 2 ALL HOLLOW METAL FRAMES TO BE PAINTED P17 UNLESS OTHERWISE NOTED. 3 REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION AND CLARIFICATION ON EXTENT OF FINISH MATERIALS. 4 ALIGN FLOOR TILE GROUT LINES WITH WALL TILE GROUT LINES. 5 TILE AND PLANK FLOORING UNITS SHALL NOT BE CUT LESS THAN 6” ON ANY EDGE. 6 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. 7 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. 8 ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISE NOTED. 9 EXTEND ALL FINISHES UNDER CABINETS, BENCHES, SHELVING, COUNTERTOPS AND LAVATORIES. 10 ALL UNDER-COUNTER SUPPORT BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR. 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 ALL COVER PLATES, SWITCHES, OUTLETS, RECEPTACLES AND DEVICES TO BE WHITE UON. 13 OUTSIDE CORNERS TO RECEIVE CORNER GUARDS (U.O.N.). 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 REFER TO REFLECTED CEILING PLANS FOR SOFFIT AND CEILING MATERIALS AND COLORS. KEYED FINISH NOTES 1/4" = 1'-0"A2 FIRST FLOOR FINISH PLAN - SECTOR 1 0'1'2'4'8' # 1 COORDINATE WITH OWNER FOR SPECIALTY BLACKLIGHT PAINT FINISHES TO BE INSTALLED IN THIS ROOM BY SEPARATE VENDOR. 2 COUNTERTOP TO BE FLUSH WITH WINDOW STOOL. PROVIDE CLEAR FLUSH SEALANT JOINT AT INTERSECTION REVISION SCHEDULE NAME DATE FLOOR FINISH LEGEND Received by DiMarco 2/15/2021 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 WINDOW 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. SAW1 TACKABLE ACOUSTIC SURFACE WS1 HR1 RESILIENT WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) RB1 CG1 EG2 WALL COVERINGWC1 RIGID VINYL WALL PROTECTION WP1 MINARAL PROFILE FEATURE PANEL MP1 BACK-PAINTED GLASS PANEL PS1 PULL SIDE * REFER TO ELEVATIONS MATERIAL FINISH KEY: NOT ALL MAY APPLY CERAMIC TILE ACCENT CT1 SECTOR 1 SECTOR 2 SECTOR 3 WC1 WC1 WC2 WC2 WP1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG2 CG2 CG2 CG2 CG2 CG1 CG2 CG2 CG2 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG2 CG2 CG1 CG1 CG1 CG2 PS1 MP1 WC CT E C E1 SS2 WC CT E C E1 SS1 WC CT E C E2 PL5 WC CT E C E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E2 PL5 WC CT E C E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E2 PL5 WC CT E C E2 PL5 WC CT E C E1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C E2 PL1 PL5 WP1 SECTOR 2SECTOR 1S E C T O R 2SECTOR 3 WAITING / CIRCULATION B1 P1 CPT3 123 RADIOLOGY (X-RAY) B1 P1 RT3 119 EXAM B1 P1 RT3 118 EXAM B1 P1 RT1 113 EXAM B1 P1 RT1 112 SOILED WORK B1 P1 RT1 111 EXAM B1 P1 RT3 120 EXAM B1 P1 RT3 121 STAT LAB/ MED B1 P1 RT3 110 TREATMENT RS1 P1 RS1 117 EXAM B1 P1 RT3 116 EXAM B1 P1 RT3 115 EXAM B1 P1 RT3 114 SUB-WAITING B1 P1 RT3 105B PoS PATIENT TOILET CT1 P1 CT1 105C SHARED PROVIDER OFFICE B1 P1 CPT3 104 STAFF TOILET CT1 P1 CT1 103 STAFF BREAK B1 P1 RT3 102 PUBLIC TOILET CT1 P1 CT1 100A PUBLIC TOILET CT1 P1 CT1 100B HOLDING/MAIL B1 P1 RT3 100C EVS B1 P1 RT3 109 VISITOR TOILET CT1 P1 CT1 101A RECEPTION B1 P1 RT3 101B CLEAN HOLDING B1 P1 RT3 107 TRIAGE/ INTERVIEW B1 P1 RT3 106 MP1 MP1 MP1 CT2 CT2 CT3 WP1 CT2 CT3 WP1 VESTIBULE B1 P1 CPT1 100V2 P3 P3 CORRIDOR B1 P1/WP2 RT1 122 WC CT E C E2 PL5 P6P6 WC CT E C PL2 E1 PL1 SS1 P4P6SEE TYPICAL EXAM ACCENT WALL 1WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 P6SEE TYPICAL EXAM ACCENT WALL 1P6SEE TYPICAL EXAM ACCENT WALL 1P6SEE TYPICAL EXAM ACCENT WALL 1P6SEE TYPICAL EXAM ACCENT WALL 1P6SEE TYPICAL EXAM ACCENT WALL 1 MIRROREDP6P6WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1P6P6 P6 P 6 P6 P4 P4 P4P4WC CT E C E2 PL1 PL5 CIRCULATION B1 P1 RT1/3 105 WC CT E C PL2 E1 PL1 SS1P4P4 P5 P5P 6 P 6 WC CT E C PL2 E2 PL5 WC CT E C PL2 E2 PL5 P 6 P 6 P 5 P4 P4 P6P6WC CT E C PL1 C T 2 C T 3 W P 1 W P 1 C T 2 C T 3WP1 LOBBY/WAITING B1 P1 RT2/3 101 C T 2 C T 3 W P 1 W P 1 P6SEE TYPI CAL EXAM ACCENT WALL 1 MI RROREDP 4 P4P 5 P5WS1 WS1 WS1 WS1 WS1 WS1 WS1 WS1 WS1 WS1 WS1 WS1 P L 1 PL1 PL1 PL1 A1 A550 ________________________________________________ A10 A550 ________________________________________________ E1 A550 ________________________________________________ E1 A550 ________________________________________________ A10 A550 ________________________________________________ A4 A550 ________________________________________________ A1 A550 ________________________________________________ A7 A550 ________________________________________________ A4 A550 ________________________________________________ A4 A550 ________________________________________________ A1 A550 ________________________________________________ 1' - 0"RT1RT3RT1 RT3 RT3 RT1 1' - 0"RT3RT11' - 0"1' - 0"RT1 RT3 1' - 0 " R T 1 R T 3 R T 3 R T 1 1 ' - 0 " R T 2 R T 3 RT3RT2WC CT E C PL2 E2 PL5 A1 A550 ________________________________________________ A10 A501 ________________________________________________ WP2 WP2 WP2 WP2 WC CT E C E1 PL1 SS1 WP1 UNDER DESK WP2 WP2 WP2 WP2 WP2 WP2 TYPICAL AT CORRIDOR WP2 WP2 WP2 WP2WP2WP2 WP2 WP2 WP2 WP2 WP2WP2 WP2 WP2 WP2 SS1 ELEV A TT1TT1 100EA ELEV B TT1TT1 100EB STAINLESS STEEL HANDRAILS & CRASH RAILS, RAISED LAMINATE WALL PANELS, PL1 SEE TYPICAL EXAM ACCENT WALL 1 MIRROREDSEE TYPICAL EXAM ACCENT WALL 1 MIRROREDMAIN LOBBY P1 100 CPT2/TT1 P5 CIRCULATION B1 P1 RT1/3 105 CIRCULATION B1 P1 RT1/3 105 NURSE CORE B1 P1 RT3 108 CIRCULATION B1 P1 RT1/3 105 CIRCULATION B1 P1 RT1/3 105 RT1RT3LK1 RT1 -RESILIENT TILE FLOORING NOTE: REFER TO FINISH PLANS AND FINISH SCHEDULE FOR SPECIFIC PRODUCT TYPES RT2 -RESILIENT TILE FLOORING RT3 -RESILIENT TILE FLOORING CT1 -CERAMIC TILE CPT2 -WALKOFF CARPET TILE CPT3 -CARPET TILE CPT4 -CARPET TILE CPT1 -WALKOFF CARPET TILE RS1 -RESILIENT SHEET FLOORING TT1 -TERRAZZO TILE 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.2/5/2021 4:56:56 PMA712 FIRST FLOOR FINISH PLAN - SECTOR 2 02/05/2021 2018089 KAS/HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL FINISH NOTES FINISH LEGEND KEY PLAN 1 ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED. 2 ALL HOLLOW METAL FRAMES TO BE PAINTED P17 UNLESS OTHERWISE NOTED. 3 REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION AND CLARIFICATION ON EXTENT OF FINISH MATERIALS. 4 ALIGN FLOOR TILE GROUT LINES WITH WALL TILE GROUT LINES. 5 TILE AND PLANK FLOORING UNITS SHALL NOT BE CUT LESS THAN 6” ON ANY EDGE. 6 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. 7 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. 8 ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISE NOTED. 9 EXTEND ALL FINISHES UNDER CABINETS, BENCHES, SHELVING, COUNTERTOPS AND LAVATORIES. 10 ALL UNDER-COUNTER SUPPORT BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR. 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 ALL COVER PLATES, SWITCHES, OUTLETS, RECEPTACLES AND DEVICES TO BE WHITE UON. 13 OUTSIDE CORNERS TO RECEIVE CORNER GUARDS (U.O.N.). 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 REFER TO REFLECTED CEILING PLANS FOR SOFFIT AND CEILING MATERIALS AND COLORS. KEYED FINISH NOTES 0'1'2'4'8' 1/4" = 1'-0"A1 FIRST FLOOR FINISH PLAN - SECTOR 2 # REVISION SCHEDULE NAME DATE FLOOR FINISH LEGEND Received by DiMarco 2/15/2021 RAPUP SECTOR 1 SECTOR 2 SECTOR 3 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 WINDOW 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. SAW1 TACKABLE ACOUSTIC SURFACE WS1 HR1 RESILIENT WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) RB1 CG1 EG2 WALL COVERINGWC1 RIGID VINYL WALL PROTECTION WP1 MINARAL PROFILE FEATURE PANEL MP1 BACK-PAINTED GLASS PANEL PS1 PULL SIDE * REFER TO ELEVATIONS MATERIAL FINISH KEY: NOT ALL MAY APPLY CERAMIC TILE ACCENT CT1 CG1 CG1 CG1 CG1 CG1 PS1 MP1 WC CT E C PL2 E2 PL1 PL5 WC CT E C E1 SS1 WC CT E C E1 SS2SECTOR 3SECTOR 1S E C T O R 2SECTOR 3 MP1 WC CT E C E1 SS1 WC CT E C E1 SS4 P 4 REGISTRATION B1 P1 RT3 124 CG1 EVS B1 P1 RT1 125 WP1 STAIR 1 TT1 P1 TT1 ST1-1 MAIN LOBBY P1 100 CPT2/TT1 TT1 WC CT E C E1 SS1 WS1 WS1 CG1 WS1 A10 A550 ________________________________________________ E10 A550 ________________________________________________ E10 A550 ________________________________________________ A1 A550 ________________________________________________ RT1 RT3 SS1 A10 A550 ________________________________________________ A1 A550 ________________________________________________ A10 A501 ________________________________________________ F11 A501 ________________________________________________ WP1 WP1 CT3 CG1 VESTIBULE TT1 P1 CPT1 100V1 MAIN LOBBY P1 100 CPT2/TT1 TT1 TT1CPT2CPT2TT1RT1 -RESILIENT TILE FLOORING NOTE: REFER TO FINISH PLANS AND FINISH SCHEDULE FOR SPECIFIC PRODUCT TYPES RT2 -RESILIENT TILE FLOORING RT3 -RESILIENT TILE FLOORING CT1 -CERAMIC TILE CPT2 -WALKOFF CARPET TILE CPT3 -CARPET TILE CPT4 -CARPET TILE CPT1 -WALKOFF CARPET TILE RS1 -RESILIENT SHEET FLOORING TT1 -TERRAZZO TILE 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.2/5/2021 4:57:04 PMA713 FIRST FLOOR FINISH PLAN - SECTOR 3 02/05/2021 2018089 KAS/HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL FINISH NOTES FINISH LEGEND KEY PLAN 1 ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED. 2 ALL HOLLOW METAL FRAMES TO BE PAINTED P17 UNLESS OTHERWISE NOTED. 3 REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION AND CLARIFICATION ON EXTENT OF FINISH MATERIALS. 4 ALIGN FLOOR TILE GROUT LINES WITH WALL TILE GROUT LINES. 5 TILE AND PLANK FLOORING UNITS SHALL NOT BE CUT LESS THAN 6” ON ANY EDGE. 6 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. 7 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. 8 ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISE NOTED. 9 EXTEND ALL FINISHES UNDER CABINETS, BENCHES, SHELVING, COUNTERTOPS AND LAVATORIES. 10 ALL UNDER-COUNTER SUPPORT BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR. 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 ALL COVER PLATES, SWITCHES, OUTLETS, RECEPTACLES AND DEVICES TO BE WHITE UON. 13 OUTSIDE CORNERS TO RECEIVE CORNER GUARDS (U.O.N.). 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 REFER TO REFLECTED CEILING PLANS FOR SOFFIT AND CEILING MATERIALS AND COLORS. KEYED FINISH NOTES 0'1'2'4'8' 1/4" = 1'-0"B3 FIRST FLOOR FINISH PLAN - SECTOR 3 # REVISION SCHEDULE NAME DATE FLOOR FINISH LEGEND Received by DiMarco 2/15/2021 DN UP 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 WINDOW 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. SAW1 TACKABLE ACOUSTIC SURFACE WS1 HR1 RESILIENT WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) RB1 CG1 EG2 WALL COVERINGWC1 RIGID VINYL WALL PROTECTION WP1 MINARAL PROFILE FEATURE PANEL MP1 BACK-PAINTED GLASS PANEL PS1 PULL SIDE * REFER TO ELEVATIONS MATERIAL FINISH KEY: NOT ALL MAY APPLY CERAMIC TILE ACCENT CT1 SECTOR 1 SECTOR 2 SECTOR 3 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 SHELL SPACE TO RECEIVE SEALED CONCRETE FLOOR FINISH, PRIME 1ST COAT ON WALLS WC CT E C PL2 E1 PL1 SS1 WC CT E C E1 PL1 SS1 WC CT E C E1 PL1 SS1 WC CT E C E1 PL1 SS1WC9 WC10WC11WC12 SECTOR 3SECTOR 1SECTOR 2SECTOR 1IT/ELEC B1 P1 SC1 243 STAFF BREAK B1 P1 RT1 242 MULTIPURPOSE/ ACTIVITY B1 P1/WP1 CPT3 235 EDUCATION/ CONFERENCE B1 P1/WP1 CPT3 234 STORAGE B1 P1 CPT3 235A RESPITE/ MEDITATION B1 P1 CPT3 241 OFFICE B1 P1 CPT3 238 STAFF TOILET CT1 CT2/CT3 CT1 237 STAFF TOILET CT1 CT2/CT3 CT1 236 RESPITE/ LACTATION B1 P1 CPT3 240 RESPITE/ LACTATION B1 P1 CPT3 239 CORRIDOR B1 P1 RT3 232 P7WS1WS1WS1WS1WS1WS1WS1WS1WS1CG1 STAIR B1 P1 ST1 ST2-2 CT2 CT3 P17P17 P17P17P16P16 P2P17 AT LOW WALL P9 P9 CG2 A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________A1 A550 ________________________________________________ A4 A550 ________________________________________________ A4 A550 ________________________________________________ C4 A550 ________________________________________________ C4 A550 ________________________________________________ E10 A550 ________________________________________________ E10 A550 ________________________________________________ A10 A565 ________________________________________________ WC CT E C PL2 E1 PL1 SS1 P17 (WALL) WP2 WP2 WP2 WP2 WP2 WP2 WP2 P2 AT EXPOSED STRUCTURAL BRACING, COORDINATE WITH MANUFACTURER REQUIREMENTS TO COVER INTUMESCENT FIREPROOFING P 9 WP2 TYPICAL WP1 TYPICAL WP1 TYPICAL CT2 CT3 WC CT E C E1 SS1 REFEER ALSO TO ALTERNATE #8. P2 (BOTTOM OF STAIR RUNS & LANDINGS & EXPOSED STRUCTURE) RT1 -RESILIENT TILE FLOORING NOTE: REFER TO FINISH PLANS AND FINISH SCHEDULE FOR SPECIFIC PRODUCT TYPES RT2 -RESILIENT TILE FLOORING RT3 -RESILIENT TILE FLOORING CT1 -CERAMIC TILE CPT2 -WALKOFF CARPET TILE CPT3 -CARPET TILE CPT4 -CARPET TILE CPT1 -WALKOFF CARPET TILE RS1 -RESILIENT SHEET FLOORING TT1 -TERRAZZO TILE 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.2/5/2021 4:57:11 PMA721 SECOND FLOOR FINISH PLAN - SECTOR 1 02/05/2021 2018089 KAS/HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL FINISH NOTES FINISH LEGEND KEY PLAN KEYED FINISH NOTES 1 ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED. 2 ALL HOLLOW METAL FRAMES TO BE PAINTED P17 UNLESS OTHERWISE NOTED. 3 REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION AND CLARIFICATION ON EXTENT OF FINISH MATERIALS. 4 ALIGN FLOOR TILE GROUT LINES WITH WALL TILE GROUT LINES. 5 TILE AND PLANK FLOORING UNITS SHALL NOT BE CUT LESS THAN 6” ON ANY EDGE. 6 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. 7 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. 8 ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISE NOTED. 9 EXTEND ALL FINISHES UNDER CABINETS, BENCHES, SHELVING, COUNTERTOPS AND LAVATORIES. 10 ALL UNDER-COUNTER SUPPORT BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR. 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 ALL COVER PLATES, SWITCHES, OUTLETS, RECEPTACLES AND DEVICES TO BE WHITE UON. 13 OUTSIDE CORNERS TO RECEIVE CORNER GUARDS (U.O.N.). 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 REFER TO REFLECTED CEILING PLANS FOR SOFFIT AND CEILING MATERIALS AND COLORS. 0'1'2'4'8'1/4" = 1'-0"A2 SECOND FLOOR FINISH PLAN - SECTOR 1 # REVISION SCHEDULE NAME DATE DD Addendum 1 4/9/2020 FLOOR FINISH LEGEND Received by DiMarco 2/15/2021 SECTOR 1 SECTOR 2 SECTOR 3 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 WINDOW 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. SAW1 TACKABLE ACOUSTIC SURFACE WS1 HR1 RESILIENT WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) RB1 CG1 EG2 WALL COVERINGWC1 RIGID VINYL WALL PROTECTION WP1 MINARAL PROFILE FEATURE PANEL MP1 BACK-PAINTED GLASS PANEL PS1 PULL SIDE * REFER TO ELEVATIONS MATERIAL FINISH KEY: NOT ALL MAY APPLY CERAMIC TILE ACCENT CT1 WC3 WP1 WP1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1CG1 CG1 CG1 CG1 CG1 CG1 CG2 CG2 CG2 WC CT E C E1 PL1 SS1 WC CT E C E1 SS1 WC CT E C PL2 E2 PL1 PL5 WC CT E C PL2 E2 PL5 WC CT E C PL2 E2 PL5 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E2 PL5 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E2 PL5 WC CT E C PL2 E2 PL5 WC CT E C PL2 E2 PL5 SECTOR 2SECTOR 1S E C T O R 2 S E C T O R 3 TELMED B1 P1 CPT3 233 SHARED EQUIPMENT STORAGE B1 P1 RT1 231 DENTAL OFFICE B1 P1 CPT3 230 SHARED SOILED HOLDING B1 P1 RT1 229 EXAM (GYN) B1 P1 RT1 218 CIRCULATION B1 P1 RT3 228 SHARED CLEAN WORK/ MED PREP B1 P1/WP1 RT1 219 DENTAL EQUIPMENT STERILIZATION B1 P1/WP1 RT1 227 DENTAL TREATMENT ROOM B1 P1 RT1 225 EXAM (GYN) PoS RS1 P1 RS1 220 EXAM B1 P1 RT1 217 EXAM B1 P1 RT1 216 EXAM B1 P1 RT1 215 NURSE B1 P1 CPT3 214 PHYSICIAN OFFICE/ DICTATION B1 P1 CPT3 213 EXAM B1 P1 RT1 212 EXAM B1 P1 RT1 211 EXAM B1 P1 RT1 210 MANAGER OFFICE B1 P1 CPT3 209 SHARED STAFF BREAK B1 P1 RT2 208 CIRCULATION B1 P1/WP2 RT3 207 LAB B1 P1 RT1 221 VITALS ALCOVE B1 P1/WP2 RT2 223 PATIENT TOILET CT1 P1 CT1 222 VISITOR TOILET (PoS) CT1 P1 CT1 224 EVS B1 P1 RT1 226 SHARED MULTIPURPOSE/ CONSULT/ TELEMED B1 P1 CPT3 206 STAFF TOILET CT1 P1 CT1 205 MULTIPURPOSE/ CONSULT/ TELEMED B1 P1 CPT3 204 SHARED CLERICAL OFFICE B1 P1 CPT3 203 SHARED RECEPTION/ REGISTRATION B1 P1 CPT3 202 WAITING B1 P1/WP2 RT1/2 201 PUBLIC TOILET CT1 P1 CT1 200A PUBLIC TOILET CT1 P1 CT1 200B WC CT E C E1 SS1 WC CT E C E1 SS2 CG1 CG2CG1 CG1 CG1 MP1 MP1 MP1 CT2 CT2 CT2 CT3 CT3 C T 2 C T 3 CT2 CT3 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E2 PL5 WC CT E C PL2 E2 PL5 WS1 WS1 WS1 WS1 WS1 WS1 WS1 WS1 WS1 WS1WS1WS1WS1WS1 P 7 P 7 P 7 P 7 P 7 P 7 P8 P7P7P7P7P7 P7 P7 P7P7P7P7P7 P7P7P7SEE TYPICAL EXAM ACCENT WALL 1 MIRROREDSEE TYPI CAL EXAM ACCENT WALL 1 MI RROREDSEE TYPICAL EXAM ACCENT WALL 1SEE TYPICAL EXAM ACCENT WALL 1 MIRROREDCORRIDOR B1 P1 RT3 232 WS1P 7 P7ALI GNRT1RT2R T 2RT1 R T 2RT1 E1 A550 ________________________________________________ E1 A550 ________________________________________________ A10 A550 ________________________________________________ E10 A550 ________________________________________________ A10 A550 ________________________________________________1' - 0"RT3 RT2 RT3RT21' - 0" RT2 RT3 1' - 0"1 ' - 0" 1 ' - 0 "R T 3RT2 RT3RT2A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A4 A550 ________________________________________________ A4 A550 ________________________________________________ A4 A550 ________________________________________________ A7 A550 ________________________________________________ WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP2WP2 WP2 WP2 WP2 WP2 WC3 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP1 WP1 SEE TYPICAL EXAM ACCENT WALL 1 MIRROREDSEE TYPICAL EXAM ACCENT WALL 1 MIRROREDSEE TYPI CAL EXAM ACCENT WALL 1 MI RROREDSEE TYPI CAL EXAM ACCENT WALL 1 MI RROREDWALKING TRACK TT1 P1 200 CPT2/TT1 CT2 CT3 WP2 WP2 ELEV A TT1TT1 200EA ELEV B TT1TT1 200EB STAINLESS STEEL HANDRAILS & CRASH RAILS, RAISED LAMINATE WALL PANELS, PL1 LK1 RT1 -RESILIENT TILE FLOORING NOTE: REFER TO FINISH PLANS AND FINISH SCHEDULE FOR SPECIFIC PRODUCT TYPES RT2 -RESILIENT TILE FLOORING RT3 -RESILIENT TILE FLOORING CT1 -CERAMIC TILE CPT2 -WALKOFF CARPET TILE CPT3 -CARPET TILE CPT4 -CARPET TILE CPT1 -WALKOFF CARPET TILE RS1 -RESILIENT SHEET FLOORING TT1 -TERRAZZO TILE 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.2/5/2021 4:57:20 PMA722 SECOND FLOOR FINISH PLAN - SECTOR 2 02/05/2021 2018089 KAS/HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL FINISH NOTES FINISH LEGEND KEY PLAN KEYED FINISH NOTES 1 ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED. 2 ALL HOLLOW METAL FRAMES TO BE PAINTED P17 UNLESS OTHERWISE NOTED. 3 REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION AND CLARIFICATION ON EXTENT OF FINISH MATERIALS. 4 ALIGN FLOOR TILE GROUT LINES WITH WALL TILE GROUT LINES. 5 TILE AND PLANK FLOORING UNITS SHALL NOT BE CUT LESS THAN 6” ON ANY EDGE. 6 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. 7 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. 8 ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISE NOTED. 9 EXTEND ALL FINISHES UNDER CABINETS, BENCHES, SHELVING, COUNTERTOPS AND LAVATORIES. 10 ALL UNDER-COUNTER SUPPORT BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR. 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 ALL COVER PLATES, SWITCHES, OUTLETS, RECEPTACLES AND DEVICES TO BE WHITE UON. 13 OUTSIDE CORNERS TO RECEIVE CORNER GUARDS (U.O.N.). 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 REFER TO REFLECTED CEILING PLANS FOR SOFFIT AND CEILING MATERIALS AND COLORS. 0'1'2'4'8'1/4" = 1'-0"A2 SECOND FLOOR FINISH PLAN - SECTOR 2 # REVISION SCHEDULE NAME DATE FLOOR FINISH LEGEND Received by DiMarco 2/15/2021 DN UP SECTOR 1 SECTOR 2 SECTOR 3 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 WINDOW 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. SAW1 TACKABLE ACOUSTIC SURFACE WS1 HR1 RESILIENT WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) RB1 CG1 EG2 WALL COVERINGWC1 RIGID VINYL WALL PROTECTION WP1 MINARAL PROFILE FEATURE PANEL MP1 BACK-PAINTED GLASS PANEL PS1 PULL SIDE * REFER TO ELEVATIONS MATERIAL FINISH KEY: NOT ALL MAY APPLY CERAMIC TILE ACCENT CT1OPEN TO BELOW CG1SECTOR 3SECTOR 1S E C T O R 2SECTOR 3 WALKING TRACK TT1 P1 200 MP1 CPT2/TT1 E10 A550 ________________________________________________ A10 A550 ________________________________________________ E10 A550 ________________________________________________ E10 A550 ________________________________________________ E10 A550 ________________________________________________ P 9 P9 P9P9SS1 A10 A468 ________________________________________________ STAIR 1 TT1 P1 TT1 ST1-2 P 9 WP2 WP2 TYPICAL P17 ABOVE & BELOW GLAZINGWP2 WP2 TYPICAL P1 TYPICAL AT OPENING FACE CG1 CG1 CG1CG1 CG1 CG2 CG2 CG2 CG2 CG2 CG2 CG2 P2 EXPOSED STAIR STRUCTURE OPEN TO BELOW WP2 RT1 -RESILIENT TILE FLOORING NOTE: REFER TO FINISH PLANS AND FINISH SCHEDULE FOR SPECIFIC PRODUCT TYPES RT2 -RESILIENT TILE FLOORING RT3 -RESILIENT TILE FLOORING CT1 -CERAMIC TILE CPT2 -WALKOFF CARPET TILE CPT3 -CARPET TILE CPT4 -CARPET TILE CPT1 -WALKOFF CARPET TILE RS1 -RESILIENT SHEET FLOORING TT1 -TERRAZZO TILE 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.2/5/2021 4:57:28 PMA723 SECOND FLOOR FINISH PLAN - SECTOR 3 02/05/2021 2018089 KAS/HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL FINISH NOTES FINISH LEGEND KEY PLAN KEYED FINISH NOTES 1 ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED. 2 ALL HOLLOW METAL FRAMES TO BE PAINTED P17 UNLESS OTHERWISE NOTED. 3 REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION AND CLARIFICATION ON EXTENT OF FINISH MATERIALS. 4 ALIGN FLOOR TILE GROUT LINES WITH WALL TILE GROUT LINES. 5 TILE AND PLANK FLOORING UNITS SHALL NOT BE CUT LESS THAN 6” ON ANY EDGE. 6 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. 7 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. 8 ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISE NOTED. 9 EXTEND ALL FINISHES UNDER CABINETS, BENCHES, SHELVING, COUNTERTOPS AND LAVATORIES. 10 ALL UNDER-COUNTER SUPPORT BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR. 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 ALL COVER PLATES, SWITCHES, OUTLETS, RECEPTACLES AND DEVICES TO BE WHITE UON. 13 OUTSIDE CORNERS TO RECEIVE CORNER GUARDS (U.O.N.). 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 REFER TO REFLECTED CEILING PLANS FOR SOFFIT AND CEILING MATERIALS AND COLORS. 0'1'2'4'8' 1/4" = 1'-0"B3 SECOND FLOOR FINISH PLAN - SECTOR 3 # REVISION SCHEDULE NAME DATE FLOOR FINISH LEGEND Received by DiMarco 2/15/2021 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 WINDOW 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. SAW1 TACKABLE ACOUSTIC SURFACE WS1 HR1 RESILIENT WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) RB1 CG1 EG2 WALL COVERINGWC1 RIGID VINYL WALL PROTECTION WP1 MINARAL PROFILE FEATURE PANEL MP1 BACK-PAINTED GLASS PANEL PS1 PULL SIDE * REFER TO ELEVATIONS MATERIAL FINISH KEY: NOT ALL MAY APPLY CERAMIC TILE ACCENT CT1 SECTOR 1 SECTOR 2 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E2 PL5 WC CT E C PL2 E2 PL5 WC CT E C PL2 E2 PL5 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E2 PL5 SECTOR 1SECTOR 2SECTOR 2SECTOR 1PROVIDER OFFICE B1 P1 CPT3 339A WC CT E C E2 PL5 NURSE WORK B1 P1 RT2 339 WC CT E C PL2 E2 PL1 PL5 WC CT E C PL2 E2 PL5 TRIAGE NURSE B1 P1 RT2 339B EXAM/CONSULT B1 P1/WP2 RT2 327 EXAM/CONSULT B1 P1/WP2 RT2 328 EXAM/CONSULT B1 P1/WP2 RT2 331 EXAM/CONSULT B1 P1/WP2 RT2 329.1 EXAM/CONSULT B1 P1/WP2 RT2 329 EVS B1 P1 RT2 330 SPECIALTY EXAM/TREATMENT/ TELEMED RS1 P1/WP1 RS1 335 PATIENT TOILET CT1 P1 CT1 336 PATIENT TOILET CT1 P1 CT1 335A LAB B1 P1/WP1 RT2 334 LAB DRAW B1 P1/WP1 BBT2 332 SPECIMEN COLLECTION CT1 P1 CT1 333 PATIENT TOILET CT1 P1 CT1 327 SPECIALTY EXAM/ TREATMENT RS1 P1/WP1 RS1 326 PATIENT TOILET CT1 P1 CT1 326A STAFF TOILET CT1 P1 CT1 325 ELEC/ DATA B1 P1 SC1 323 TRIAGE NURSE B1 P1 CPT3 324 PROVIDER OFFICE B1 P1 CPT3 317F NURSE WORK AREA B1 P1/WP2 RT3 317E EXAM/CONSULT B1 P1/WP2 RT2 322 EXAM/CONSULT B1 P1/WP2 RT2 321 EXAM/CONSULT B1 P1/WP2 RT2 320 EXAM/CONSULT B1 P1/WP2 RT2 319 EXAM/CONSULT B1 P1/WP2 RT2 318 CENTRAL CLEAN WORK B1 P1/WP1 RT2 312 EXAM/CONSULT B1 P1/WP2 RT2 313 EXAM/CONSULT B1 P1/WP2 RT2 314 EXAM/CONSULT B1 P1/WP2 RT2 315 EXAM/CONSULT B1 P1/WP2 RT2 316 STAFF CIRCULATION B1 P1 RT2 317 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 STORAGE B1 P1 RT2 350 STORAGE RS1 P1 RS1 335B WC CT E C PL2 E1 PL1 SS1 CIRCULATION B1 P1/WP2 RT1/2 304 STAIR 2 B1 P1 ST1 ST2-3 WC CT E C PL2 E1 PL1 SS1 WC CT E C E2 PL5 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 P9 P9 P9 P9P9 P9 P9 P9 P9 CT2 CT2 WP1 WP1 P9P9 WP1 WP1 P9SEE TYPICAL EXAM ACCENT WALL 2P9SEE TYPICAL EXAM ACCENT WALL 2P9 SEE TYPICAL EXAM ACCENT WALL 2 P9 SEE TYPICAL EXAM ACCENT WALL 2 P9 SEE TYPICAL EXAM ACCENT WALL 2 CT2 CT2 CT3 CT3 CT3 P9P9 P10 P10 P9P9WP1 WP1 WS1 CG1 CG1 CG1 CG1CG1 CG2 CG2 CG2 CG1CG1 CG1 CG1CG1 CG1 CG2 CG1 CG1 CG2 CG2 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 WS1WS1WS1WS1 WS1WS1 WS1WS1WS1WS1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 CT3 WP1 A1 A550 ________________________________________________ A4 A550 ________________________________________________ A7 A550 ________________________________________________ E7 A550 ________________________________________________RT2RT1RT2 RT1 A4 A550 ________________________________________________ RT1 RT2 RT3RT2RT3RT2A4 A550 ________________________________________________ A7 A550 ________________________________________________ A7 A550 ________________________________________________ E7 A550 ________________________________________________ A4 A550 ________________________________________________ C1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ALIGNALIGN1' - 0"11 7/8"1' - 0" WP1 WP1 WP1WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP1 WP2 WP2 WP2 WP2 P2 AT EXPOSED STRUCTURAL BRACING, COORDINATE WITH MANUFACTURER REQUIREMENTS TO COVER INTUMESCENT FIREPROOFING P2 AT EXPOSED STRUCTURAL BRACING, COORDINATE WITH MANUFACTURER REQUIREMENTS TO COVER INTUMESCENT FIREPROOFING WP1 P17P17 (WALL) P19 P19 P19 AT LOW WALL P19 AT LOW WALLP19 SEE TYPICAL EXAM ACCENT WALL 1 SEE TYPICAL EXAM ACCENT WALL 1 SEE TYPICAL EXAM ACCENT WALL 1 SEE TYPICAL EXAM ACCENT WALL 1 SEE TYPICAL EXAM ACCENT WALL 1 MIRRORED SEE TYPICAL EXAM ACCENT WALL 1 SEE TYPICAL EXAM ACCENT WALL 1 MIRRORED SEE TYPICAL EXAM ACCENT WALL 1 MIRRORED SEE TYPICAL EXAM ACCENT WALL 1 MIRRORED ALUMINUM TRIM, REFER TO DETAIL A5/A502 CT3 CT2 CT3 CT2 P2 (EXPOSED STRUCTURE) LK1 LK1 DN SEAL GAP PROVIDE EMSEAL HORIZONTAL COLORSEAL; COLOR TBD SOLID SURFACE SILL (SS4) FINISHED SURFACE OF SEALANT, FLORING AND SOLID SUFRAC SILL TO ALIGN UP RT1 -RESILIENT TILE FLOORING NOTE: REFER TO FINISH PLANS AND FINISH SCHEDULE FOR SPECIFIC PRODUCT TYPES RT2 -RESILIENT TILE FLOORING RT3 -RESILIENT TILE FLOORING CT1 -CERAMIC TILE CPT2 -WALKOFF CARPET TILE CPT3 -CARPET TILE CPT4 -CARPET TILE CPT1 -WALKOFF CARPET TILE RS1 -RESILIENT SHEET FLOORING TT1 -TERRAZZO TILE 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.2/11/2021 3:32:36 PMA731 THIRD FLOOR FINISH PLAN - SECTOR 1 02/05/2021 2018089 KAS/HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL FINISH NOTES FINISH LEGEND KEY PLAN KEYED FINISH NOTES 1 ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED. 2 ALL HOLLOW METAL FRAMES TO BE PAINTED P17 UNLESS OTHERWISE NOTED. 3 REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION AND CLARIFICATION ON EXTENT OF FINISH MATERIALS. 4 ALIGN FLOOR TILE GROUT LINES WITH WALL TILE GROUT LINES. 5 TILE AND PLANK FLOORING UNITS SHALL NOT BE CUT LESS THAN 6” ON ANY EDGE. 6 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. 7 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. 8 ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISE NOTED. 9 EXTEND ALL FINISHES UNDER CABINETS, BENCHES, SHELVING, COUNTERTOPS AND LAVATORIES. 10 ALL UNDER-COUNTER SUPPORT BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR. 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 ALL COVER PLATES, SWITCHES, OUTLETS, RECEPTACLES AND DEVICES TO BE WHITE UON. 13 OUTSIDE CORNERS TO RECEIVE CORNER GUARDS (U.O.N.). 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 REFER TO REFLECTED CEILING PLANS FOR SOFFIT AND CEILING MATERIALS AND COLORS. 0'1'2'4'8' 1/4" = 1'-0"A2 THIRD FLOOR FINISH PLAN - SECTOR 1 # REVISION SCHEDULE NAME DATE FLOOR FINISH LEGEND Received by DiMarco 2/15/2021 DN UP SECTOR 1 SECTOR 2 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 WINDOW 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. SAW1 TACKABLE ACOUSTIC SURFACE WS1 HR1 RESILIENT WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) RB1 CG1 EG2 WALL COVERINGWC1 RIGID VINYL WALL PROTECTION WP1 MINARAL PROFILE FEATURE PANEL MP1 BACK-PAINTED GLASS PANEL PS1 PULL SIDE * REFER TO ELEVATIONS MATERIAL FINISH KEY: NOT ALL MAY APPLY CERAMIC TILE ACCENT CT1 CG1 CG1 WC CT E C E2 PL5 WC CT E C PL2 E2 PL1 PL5 WC CT E C PL2 E2 PL1 PL5 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1SECTOR 1SECTOR 2SECTOR 2SECTOR 1CENTRAL SOILED WORK B1 P1/WP1 RT2 311 PATIENT VITALS ALCOVE B1 P1 RT2 310 NURSE WORK AREA B1 P1/WP2 RT2 317B PROVIDER OFFICE B1 P1 CPT3 317A EXAM/CONSULT B1 P1/WP2 RT2 308 EXAM/CONSULT B1 P1/WP2 RT2 307 EXAM/CONSULT B1 P1/WP2 RT2 306 EXAM/CONSULT B1 P1/WP2 RT2 309 CIRCULATION B1 P1/WP2 RT1/2 304 STAFF BREAK AREA B1 P1 RT1 305 STAFF TOILET CT1 P1 CT1 305ASPECIALTY EXAM/TREATMENT RS1 P1/WP1 RS1 303 PATIENT TOILET CT1 P1 CT1 302 OFFICE MANAGER B1 P1 CPT3 301A REGISTRATION B1 P1 CPT3 301 PUBLIC TOILET CT1 P1 CT1 300B PUBLIC TOILET CT1 P1 CT1 300A WC CT E C E1 SS1 STAIR 1 TT1 P1 TT1 ST1-3 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E2 PL5 WC CT E C E2 PL5 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E2 PL1 PL5 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C E2 PL5 GUEST WAITING/ CIRCULATION B1 P1 300 P9 P9 P9 P9 P9 P9WP1 CT2 WC8 WC4 WC4 MP1 MP1 MP1 CT2 CT2 CT2 CT3 P10 P9P9 CT3 CT3 CT2 CT3 P9 CT2 CT3 P2P2P9 P9P9 P9 SEE TYPICAL EXAM ACCENT WALL 1 P9 WP1 WP1 P10 P9 WS1 WS1 WS1 WS1 WS1 WS1 WS1 WS1WS1WS1 WS1WS1WS1 CG2 CG2 CG1 CG1 CG1 CG1 CG1 CG2 CG1CG1 CG2 CG1CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG2 CG2 CG2 CG2 CG1 CG2 CG2 CG1 CG1 CG2 WC CT E C E1 SS2 WC CT E C E1 SS1 WC CT E C E1 SS2 WC CT E C E1 PL1 SS1 RT1 RT2 1' - 0"RT1RT21' - 0"21° A10 A550 ________________________________________________ A4 A550 ________________________________________________ A4 A550 ________________________________________________ C10 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A4 A550 ________________________________________________ A4 A550 ________________________________________________ A7 A550 ________________________________________________ A7 A550 ________________________________________________ A1 A550 ________________________________________________ WP1 WP1 WP1 WP111' - 2 1/2"15' - 0"WP1 WP1 P10 P10P10WP1 WP1 WP1 WP1WP1WP1WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2WP2 WP2 WP2 WP2 WP2 CG1 WP2 WP2 WP2 WP2P17 P2 AT EXPOSED STRUCTURAL BRACING, COORDINATE WITH MANUFACTURER REQUIREMENTS TO COVER INTUMESCENT FIREPROOFING WP2 P19 AT LOW WALL SEE TYPICAL EXAM ACCENT WALL 1 SEE TYPICAL EXAM ACCENT WALL 1 SEE TYPICAL EXAM ACCENT WALL 1 P2 AT EXPOSED STAIR STRUCTURE P9CG2 CPT3/4 & RT3 CPT3 RT3 CPT3 RT3 CPT4RT3CPT4RT3CPT4RT3CPT4 RT3 CPT4 RT3 CPT4 RT3 RT3 RT1 ELEV A TT1TT1 300EA ELEV B TT1TT1 300EB STAINLESS STEEL HANDRAILS & CRASH RAILS, RAISED LAMINATE WALL PANELS, PL1 RT1 -RESILIENT TILE FLOORING NOTE: REFER TO FINISH PLANS AND FINISH SCHEDULE FOR SPECIFIC PRODUCT TYPES RT2 -RESILIENT TILE FLOORING RT3 -RESILIENT TILE FLOORING CT1 -CERAMIC TILE CPT2 -WALKOFF CARPET TILE CPT3 -CARPET TILE CPT4 -CARPET TILE CPT1 -WALKOFF CARPET TILE RS1 -RESILIENT SHEET FLOORING TT1 -TERRAZZO TILE 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.2/5/2021 4:57:48 PMA732 THIRD FLOOR FINISH PLAN - SECTOR 2 02/05/2021 2018089 KAS/HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL FINISH NOTES FINISH LEGEND KEY PLAN KEYED FINISH NOTES 1 ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED. 2 ALL HOLLOW METAL FRAMES TO BE PAINTED P17 UNLESS OTHERWISE NOTED. 3 REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION AND CLARIFICATION ON EXTENT OF FINISH MATERIALS. 4 ALIGN FLOOR TILE GROUT LINES WITH WALL TILE GROUT LINES. 5 TILE AND PLANK FLOORING UNITS SHALL NOT BE CUT LESS THAN 6” ON ANY EDGE. 6 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. 7 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. 8 ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISE NOTED. 9 EXTEND ALL FINISHES UNDER CABINETS, BENCHES, SHELVING, COUNTERTOPS AND LAVATORIES. 10 ALL UNDER-COUNTER SUPPORT BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR. 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 ALL COVER PLATES, SWITCHES, OUTLETS, RECEPTACLES AND DEVICES TO BE WHITE UON. 13 OUTSIDE CORNERS TO RECEIVE CORNER GUARDS (U.O.N.). 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 REFER TO REFLECTED CEILING PLANS FOR SOFFIT AND CEILING MATERIALS AND COLORS. 0'1'2'4'8'1/4" = 1'-0"A1 THIRD FLOOR FINISH PLAN - SECTOR 2 # REVISION SCHEDULE NAME DATE FLOOR FINISH LEGEND Received by DiMarco 2/15/2021 UP 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 WINDOW 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. SAW1 TACKABLE ACOUSTIC SURFACE WS1 HR1 RESILIENT WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) RB1 CG1 EG2 WALL COVERINGWC1 RIGID VINYL WALL PROTECTION WP1 MINARAL PROFILE FEATURE PANEL MP1 BACK-PAINTED GLASS PANEL PS1 PULL SIDE * REFER TO ELEVATIONS MATERIAL FINISH KEY: NOT ALL MAY APPLY CERAMIC TILE ACCENT CT1 SECTOR 1 SECTOR 2 WP1 WP1 WP1 WP1 WP1 WP1 WP1 CG1 CG1 CG1CG1 CG1 CG1 CG2 CG2 CG1 CG1 CG2 CG2 CG2 CG2 CG2 CG2 CG2 CG2 CG2 CG1 CG1 CG1 CG1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E2 PL5WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E2 PL5 WC CT E C PL2 E1 PL1 SS1 WC CT E C E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E2 PL1 PL5 WC CT E C PL2 E2 PL5 SECTOR 1SECTOR 2SECTOR 2SECTOR 1PROCEDURE ROOM RS1 P1/WP1 RS1 442 PROCEDURE ROOM RS1 P1/WP1 RS1 441 PROCEDURE ROOM RS1 P1/WP1 RS1 440 RECEPTION B1 P1 CPT3 436 PROVIDER OFFICE B1 P1 CPT3 436A WAITING B1 P1/WP2 CPT3 434 SHARED CONFERENCE B1 P1 CPT3 433 CLEAN WORKROOM& EQUIP.STORAGE B1 P1/WP1 RT1 437 SOILED WORKROOM B1 P1/WP1 RT1 438 EVS B1 P1/WP1 RT1 439 PATIENT TOILET CT1 P1 CT1 444 STAFF TOILET CT1 P1 CT1 445 STAFF BREAK B1 P1 RT1 443 CIRCULATION B1 P1/WP2 BBT3 435 DEXASCAN B1 P1 RT1 432 EQUIPMENT STORAGE & FLEX SPACE B1 P1 RT1 421 SOILED WORKROOM B1 P1/WP1 RT1 420 CLEAN WORKROOM B1 P1/WP1 RT1 419 MAMMOGRAPHY (STEREOTATIC BIOPSY) B1 P1 RT1 431 MAMMOGRAPHY B1 P1 RT1 427 EQUIPMENT STORAGE B1 P1 RT1 431A ELEC/DATA B1 P1 SC1 430 IMAGING IT/DATA B1 P1 RT1 429 OFFICE/ READING B1 P1 CPT3 428 READING ROOM B1 P1 CPT3 426 ULTRASOUND B1 P1 RT1 424 PATIENT TOILET CT1 P1 CT1 424A PATIENT TOILET (PoS) CT1 P1 CT1 423A ULTRASOUND (PoS) B1 P1 RT1 423 MEN'S CIRCULATION B1 P1/WP2 RT1 422 WOMEN'S CIRCULATION B1 P1/WP2 RT1 425 WC CT E C E2 PL5CT2CT3CT2CT3ELEVATOR LOBBY & PUBLIC CORRIDOR B1 P1 RT1 400 STAIR 2 B1 P1 ST1 ST2-4 WC CT E C E2 PL5 CT2CT3CT2 CT3 P11P11P11 P11P13P11 P11P11P11P11 P11 P11 P11P11P12 P11 P12 P12 P11 P11P11P11P11 P11P11P11 P11P11P11P11 P12P12P12 P11P11 P12CG1 CG2 CG1 WS1WS1 WS1WS1 WS1 WS1 WS1 WS1 WS1 WS1 A1 A550 ________________________________________________ WP1 WP1 WP1 WP1 A7 A550 ________________________________________________ A7 A550 ________________________________________________ A7 A550 ________________________________________________ A4 A550 ________________________________________________ A4 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A4 A550 ________________________________________________ A4 A550 ________________________________________________ C4 A550 ________________________________________________ A1 A550 ________________________________________________ WP1 WP1 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP1 WP1 WP2 WP2 P11WC11 P17 (WALL) P2 (EXPOSED STRUCTURE) P13 AT COLUMNS, P19 AT LOW WALL WP2 P11 WC10 WP2 TYPICAL P2 AT EXPOSED STRUCTURAL BRACING, COORDINATE WITH MANUFACTURER REQUIREMENTS TO COVER INTUMESCENT FIREPROOFING P2 AT EXPOSED STRUCTURAL BRACING, COORDINATE WITH MANUFACTURER REQUIREMENTS TO COVER INTUMESCENT FIREPROOFING P17WP1 LK1 ALUMINUM TRIM, REFER TO DETAIL A5/A502 SEAL GAP PROVIDE EMSEAL HORIZONTAL COLORSEAL; COLOR TBD OPEN TO BELOW ALUMINUM TRIM FINISHED SURFACE OF SEALANT, FLORING AND SOLID SUFRAC SILL TO ALIGN DN RT1 -RESILIENT TILE FLOORING NOTE: REFER TO FINISH PLANS AND FINISH SCHEDULE FOR SPECIFIC PRODUCT TYPES RT2 -RESILIENT TILE FLOORING RT3 -RESILIENT TILE FLOORING CT1 -CERAMIC TILE CPT2 -WALKOFF CARPET TILE CPT3 -CARPET TILE CPT4 -CARPET TILE CPT1 -WALKOFF CARPET TILE RS1 -RESILIENT SHEET FLOORING TT1 -TERRAZZO TILE 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.2/5/2021 4:57:56 PMA741 FOURTH FLOOR FINISH PLAN - SECTOR 1 02/05/2021 2018089 KAS/HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL FINISH NOTES FINISH LEGEND KEY PLAN KEYED FINISH NOTES 1 ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED. 2 ALL HOLLOW METAL FRAMES TO BE PAINTED P17 UNLESS OTHERWISE NOTED. 3 REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION AND CLARIFICATION ON EXTENT OF FINISH MATERIALS. 4 ALIGN FLOOR TILE GROUT LINES WITH WALL TILE GROUT LINES. 5 TILE AND PLANK FLOORING UNITS SHALL NOT BE CUT LESS THAN 6” ON ANY EDGE. 6 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. 7 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. 8 ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISE NOTED. 9 EXTEND ALL FINISHES UNDER CABINETS, BENCHES, SHELVING, COUNTERTOPS AND LAVATORIES. 10 ALL UNDER-COUNTER SUPPORT BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR. 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 ALL COVER PLATES, SWITCHES, OUTLETS, RECEPTACLES AND DEVICES TO BE WHITE UON. 13 OUTSIDE CORNERS TO RECEIVE CORNER GUARDS (U.O.N.). 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 REFER TO REFLECTED CEILING PLANS FOR SOFFIT AND CEILING MATERIALS AND COLORS. 0'1'2'4'8' 1/4" = 1'-0"A2 FOURTH FLOOR FINISH PLAN - SECTOR 1 # REVISION SCHEDULE NAME DATE FLOOR FINISH LEGEND Received by DiMarco 2/15/2021 DN UP UP SECTOR 1 SECTOR 2 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 WINDOW 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. SAW1 TACKABLE ACOUSTIC SURFACE WS1 HR1 RESILIENT WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) RB1 CG1 EG2 WALL COVERINGWC1 RIGID VINYL WALL PROTECTION WP1 MINARAL PROFILE FEATURE PANEL MP1 BACK-PAINTED GLASS PANEL PS1 PULL SIDE * REFER TO ELEVATIONS MATERIAL FINISH KEY: NOT ALL MAY APPLY CERAMIC TILE ACCENT CT1 WC6 WC6 WC6 WP1 CG2 CG2 CG1 CG1 CG1 CG2 CG2 CG1 CG1 CG1 CG1 CG1 CG1 CG2 CG2 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1CG1 WC CT E C E1 SS1 WC CT E C E2 PL1 PL5 WC CT E C E1 PL1 SS1 WC CT E C E2 PL5 WC CT E C E1 SS1 WC CT E C PL2 E2 PL5 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1SECTOR 1SECTOR 2SECTOR 2SECTOR 1GOWNING B1 P1 CPT3 418A ULTRASOUND (GUIDED BIOPSY) B1 P1 RT1 415 MEN'S SUB-WAIT B1 P1 CPT3 418 EVS B1 P1 RT1 417 PATIENT TOILET CT1 P1 CT1 418B WC CT E C E2 PL5 WC CT E C E2 PL5 DIAGNOSTIC RADIOGRAPHY B1 P1 RT1 416 PATIENT TOILET CT1 P1 CT1 413 PATIENT TOILET CT1 P1 CT1 415A STAFF TOILET CT1 P1 CT1 414 CIRCULATION B1 P1 RT2 412 NURSE/TECH STATION B1 P1 RT2 411 GOWNING 2 B1 P1 CPT3 407C GOWNING 3 B1 P1 CPT3 407D WOMEN'S CIRCULATION B1 P1 CPT3 407 GOWNING 1 B1 P1 CPT3 407A PATIENT TOILET CT1 P1 CT1 407B CIRCULATION B1 P1 RT1 406 MULTIPURPOSE/ CONSULT B1 P1 CPT3 405 PUBLIC TOILET CT1 P1 CT1 400B STORAGE B1 P1 RT1 404 PRACTICE MANAGER B1 P1 CPT3 403 PUBLIC TOILET CT1 P1 CT1 400A REGISTRATION B1 P1 CPT3 402 ELEVATOR LOBBY & PUBLIC CORRIDOR B1 P1 RT1 400 MP1 MP1 MP1 CT2 CT2 CT2 CT3 CT3 STAIR 1 TT1 P1 TT1 ST1-4 CT2 CT3 HOLDING BAY 1 B1 P1 RT2 412A HOLDING BAY 2 B1 P1 RT2 412B CT2 CT3 CT2 CT3 RESULTS ALCOVE TT1 P1 TT1 410 STAIR 3 TT1 P1 TT1 ST3-4 WC CT E C E2 PL5 WC CT E C E2 PL5 WC CT E C E2 PL5 IMAGING GUEST LOUNGE/WAITING B1 P1 401 CPT3/4 & RT1 P11 P13P13P13P11P13P13P11 P12 P12 P11 P12 P12P11P11P11P11P11P11P11P11P13P13P13P11 P11 P11 P13P13P13P11 P12 P12 P11P11 WC CT E C E1 SS1 MEN'S CIRCULATION B1 P1/WP2 RT1 422 CG1 CG2 CG2 CG1 CG2CG2 CG1 CG1 CG1 WS1 WS1 WS1 WS1 WS1 WS1 WS1 WS1WS1WS1 WS1WS1 WOMEN'S CIRCULATION B1 P1/WP2 RT1 425 WC CT E C E1 SS2 WC CT E C E1 PL1 SS1 P11 PL1 PL1 A1 A550 ________________________________________________ A10 A550 ________________________________________________ A4 A550 ________________________________________________ A4 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ E4 A550 ________________________________________________ A1 A550 ________________________________________________ A4 A550 ________________________________________________ A4 A550 ________________________________________________ A4 A550 ________________________________________________ R T 2 R T 1 E4 A550 ________________________________________________ WP1 WP1 WP1 WP1 WP1 WP1 CT2 CT3 WP1 A1 A550 ________________________________________________ A10 A550 ________________________________________________ E10 A550 ________________________________________________ A1 A550 ________________________________________________ WP1 WP1 WP1 WP1 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 CG1 P11P13 AT COLUMNS, P19 AT LOW WALL P2 AT EXPOSED STRUCTURAL BRACING, COORDINATE WITH MANUFACTURER REQUIREMENTS TO COVER INTUMESCENT FIREPROOFING P2 AT EXPOSED STAIR STRUCTURE P17RT1 CPT3 CPT4RT1CPT4RT1CPT4RT1CPT4RT1CT2 CT3 ELEV A TT1TT1 400EA ELEV B TT1TT1 400EB STAINLESS STEEL HANDRAILS & CRASH RAILS, RAISED LAMINATE WALL PANELS, PL1 RT1 -RESILIENT TILE FLOORING NOTE: REFER TO FINISH PLANS AND FINISH SCHEDULE FOR SPECIFIC PRODUCT TYPES RT2 -RESILIENT TILE FLOORING RT3 -RESILIENT TILE FLOORING CT1 -CERAMIC TILE CPT2 -WALKOFF CARPET TILE CPT3 -CARPET TILE CPT4 -CARPET TILE CPT1 -WALKOFF CARPET TILE RS1 -RESILIENT SHEET FLOORING TT1 -TERRAZZO TILE 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.2/5/2021 4:58:06 PMA742 FOURTH FLOOR FINISH PLAN - SECTOR 2 02/05/2021 2018089 KAS/HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL FINISH NOTES FINISH LEGEND KEY PLAN KEYED FINISH NOTES 1 ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED. 2 ALL HOLLOW METAL FRAMES TO BE PAINTED P17 UNLESS OTHERWISE NOTED. 3 REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION AND CLARIFICATION ON EXTENT OF FINISH MATERIALS. 4 ALIGN FLOOR TILE GROUT LINES WITH WALL TILE GROUT LINES. 5 TILE AND PLANK FLOORING UNITS SHALL NOT BE CUT LESS THAN 6” ON ANY EDGE. 6 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. 7 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. 8 ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISE NOTED. 9 EXTEND ALL FINISHES UNDER CABINETS, BENCHES, SHELVING, COUNTERTOPS AND LAVATORIES. 10 ALL UNDER-COUNTER SUPPORT BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR. 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 ALL COVER PLATES, SWITCHES, OUTLETS, RECEPTACLES AND DEVICES TO BE WHITE UON. 13 OUTSIDE CORNERS TO RECEIVE CORNER GUARDS (U.O.N.). 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 REFER TO REFLECTED CEILING PLANS FOR SOFFIT AND CEILING MATERIALS AND COLORS. 0'1'2'4'8'1/4" = 1'-0"A1 FOURTH FLOOR FINISH PLAN - SECTOR 2 # REVISION SCHEDULE NAME DATE FLOOR FINISH LEGEND Received by DiMarco 2/15/2021 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 WINDOW 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. SAW1 TACKABLE ACOUSTIC SURFACE WS1 HR1 RESILIENT WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) RB1 CG1 EG2 WALL COVERINGWC1 RIGID VINYL WALL PROTECTION WP1 MINARAL PROFILE FEATURE PANEL MP1 BACK-PAINTED GLASS PANEL PS1 PULL SIDE * REFER TO ELEVATIONS MATERIAL FINISH KEY: NOT ALL MAY APPLY CERAMIC TILE ACCENT CT1 SECTOR 1 SECTOR 2 WP1 WP1 WP1 CG1 CG1 CG1 CG1CG1 CG2 CG2 CG2 CG1CG1 CG1 CG1 CG1CG1 CG1 CG2 CG1 CG1 CG2 CG2 CG2 CG2 CG1 CG1 CG1 CG1 CG2 CG1 CG1 CG1 CG2 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E2 PL5 WC CT E C PL2 E2 PL5 WC CT E C PL2 E2 PL5 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E2 PL5 SECTOR 1SECTOR 2SECTOR 2SECTOR 1EXAM/CONSULT B1 P1 RT2 514 P14 SEE TYPICAL EXAM ACCENT WALL 1 P14 SEE TYPICAL EXAM ACCENT WALL 1 P14 SEE TYPICAL EXAM ACCENT WALL 1 P14 SEE TYPICAL EXAM ACCENT WALL 1 P14 P14 P14 P14 SEE TYPICAL EXAM ACCENT WALL 1 MIRRORED P14 SEE TYPICAL EXAM ACCENT WALL 1 EXAM/CONSULT B1 P1 RT2 513 EXAM/CONSULT B1 P1 RT2 515 EXAM/CONSULT B1 P1 RT2 519 EXAM/CONSULT B1 P1 RT2 520 EXAM/CONSULT B1 P1 RT2 521 EXAM/CONSULT B1 P1 RT2 522 CENTRAL CLEAN WORK B1 P1 RT2 512 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 EXAM/CONSULT B1 P1 RT2 516 EXAM/CONSULT B1 P1 RT2 518 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 STAFF CIRCULATION B1 P1 RT2 517 NURSE WORK AREA B1 P1 RT3 517E WC CT E C E2 PL5 PROVIDER OFFICE B1 P1 CPT3 517F IT/ELEC B1 P1 SC1 523 TRIAGE NURSE B1 P1 CPT3 524 PATIENT TOILET CT1 P1 CT1 526A STAFF TOILET CT1 P1 CT1 525CT2CT2 SPECIALTY EXAM/ TREATMENT RS1 P1 RS1 526 WP1 WC CT E C PL2 E1 PL1 SS1 PATIENT TOILET CT1 P1 CT1 527 P14P14 EXAM/CONSULT B1 P1 RT2 531 EXAM/CONSULT B1 P1 RT2 538 EXAM/CONSULT B1 P1 RT2 537 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 EXAM/CONSULT B1 P1 RT2 528 EXAM/CONSULT B1 P1 RT2 529 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 EVS B1 P1 RT2 530 STORAGE B1 P1 RT2 539C NURSE WORK B1 P1 RT2 539 WC CT E C E2 PL5 WC CT E C PL2 E2 PL5 TRIAGE NURSE B1 P1 RT2 539B PROVIDER OFFICE B1 P1 CPT3 539A PATIENT TOILET CT1 P1 CT1 536 SPECIMEN COLLECTION CT1 P1 CT1 533 LAB DRAW B1 P1/WP2 RT1 532 LAB B1 P1 RT2 534 PATIENT TOILET CT1 P1 CT1 535A STORAGE RS1 P1 RS1 535B SPECIALTY EXAM/TREATMENT/ TELEMED RS1 P1 RS1 535 WC CT E C PL2 E1 PL1 SS1 P14SEE TYPICAL EXAM ACCENT WALL 2P14SEE TYPICAL EXAM ACCENT WALL 2P14 SEE TYPICAL EXAM ACCENT WALL 2 P14 SEE TYPICAL EXAM ACCENT WALL 2 P14 SEE TYPICAL EXAM ACCENT WALL 2 CT2 CT2 ELEVATOR CONTROL ROOM B1 P1 SC1 500 CT3 STAIR 2 B1 P1 ST1 ST2-5 CIRCULATION B1 P1 RT1/2 504 CT3 CT3 P14P14 P15 P15 P14P14P14CG1 WS1WS1 WS1WS1WS1 WS1WS1 WS1WS1WS1WS1 CG1 CG1 A1 A550 ________________________________________________ A4 A550 ________________________________________________ A7 A550 ________________________________________________ E7 A550 ________________________________________________ A4 A550 ________________________________________________RT2RT1RT2 RT1 RT1 RT2 A4 A550 ________________________________________________ A7 A550 ________________________________________________ A7 A550 ________________________________________________ E7 A550 ________________________________________________ A4 A550 ________________________________________________RT3RT2RT3RT2A1 A550 ________________________________________________ C1 A550 ________________________________________________ A1 A550 ________________________________________________ RT1 RT2 CT3 WP1 WP1 WP1 WP1 WP1 WP1 WP1 CT3 CT2 WP1 ALIGNALIGN1' - 0"11 7/8"1' - 0" WP2WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP1 WP1 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP1 P19 P19 P19 AT LOW WALL P19 AT LOW WALLP19 AT LOW WALL SEE TYPICAL EXAM ACCENT WALL 1 MIRRORED SEE TYPICAL EXAM ACCENT WALL 1 MIRRORED SEE TYPICAL EXAM ACCENT WALL 1 MIRRORED P17P2 AT EXPOSED STRUCTURAL BRACING, COORDINATE WITH MANUFACTURER REQUIREMENTS TO COVER INTUMESCENT FIREPROOFING P2 AT EXPOSED STRUCTURAL BRACING, COORDINATE WITH MANUFACTURER REQUIREMENTS TO COVER INTUMESCENT FIREPROOFING CT3 CT2 LK1 LK1 P2 (EXPOSED STRUCTURE) ALUMINUM TRIM, REFER TO DETAIL A5/A502 SEAL GAP PROVIDE EMSEAL HORIZONTAL COLORSEAL; COLOR TBD OPEN TO BELOW ALUMINUM TRIM FINISHED SURFACE OF SEALANT, FLORING AND SOLID SUFRAC SILL TO ALIGN DN UP P2 (EXPOSED STRUCTURE) CONTINUE ALL NOTED FINISHES UP TO ROOF LEVEL STAIR LANDING AND CEILINGS ABOVE RT1 -RESILIENT TILE FLOORING NOTE: REFER TO FINISH PLANS AND FINISH SCHEDULE FOR SPECIFIC PRODUCT TYPES RT2 -RESILIENT TILE FLOORING RT3 -RESILIENT TILE FLOORING CT1 -CERAMIC TILE CPT2 -WALKOFF CARPET TILE CPT3 -CARPET TILE CPT4 -CARPET TILE CPT1 -WALKOFF CARPET TILE RS1 -RESILIENT SHEET FLOORING TT1 -TERRAZZO TILE 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.2/5/2021 4:58:15 PMA751 FIFTH FLOOR FINISH PLAN - SECTOR 1 02/05/2021 2018089 KAS/HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL FINISH NOTES FINISH LEGEND KEY PLAN KEYED FINISH NOTES 1 ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED. 2 ALL HOLLOW METAL FRAMES TO BE PAINTED P17 UNLESS OTHERWISE NOTED. 3 REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION AND CLARIFICATION ON EXTENT OF FINISH MATERIALS. 4 ALIGN FLOOR TILE GROUT LINES WITH WALL TILE GROUT LINES. 5 TILE AND PLANK FLOORING UNITS SHALL NOT BE CUT LESS THAN 6” ON ANY EDGE. 6 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. 7 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. 8 ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISE NOTED. 9 EXTEND ALL FINISHES UNDER CABINETS, BENCHES, SHELVING, COUNTERTOPS AND LAVATORIES. 10 ALL UNDER-COUNTER SUPPORT BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR. 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 ALL COVER PLATES, SWITCHES, OUTLETS, RECEPTACLES AND DEVICES TO BE WHITE UON. 13 OUTSIDE CORNERS TO RECEIVE CORNER GUARDS (U.O.N.). 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 REFER TO REFLECTED CEILING PLANS FOR SOFFIT AND CEILING MATERIALS AND COLORS. 0'1'2'4'8'1/4" = 1'-0"A2 FIFTH FLOOR FINISH PLAN - SECTOR 1 # REVISION SCHEDULE NAME DATE FLOOR FINISH LEGEND Received by DiMarco 2/15/2021 DN DN SECTOR 1 SECTOR 2 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 WINDOW 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. SAW1 TACKABLE ACOUSTIC SURFACE WS1 HR1 RESILIENT WALL BASE, MATCH EXISTING (SHOWN GRAPHICALLY ONLY WHEN IN PATCHING APPLICATIONS) RB1 CG1 EG2 WALL COVERINGWC1 RIGID VINYL WALL PROTECTION WP1 MINARAL PROFILE FEATURE PANEL MP1 BACK-PAINTED GLASS PANEL PS1 PULL SIDE * REFER TO ELEVATIONS MATERIAL FINISH KEY: NOT ALL MAY APPLY CERAMIC TILE ACCENT CT1 WALL ABOVE FLOOR LINE WC7 WC7 WC8 WP1 CG2 CG2 CG1CG1 CG2 CG1CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG1 CG2 CG2 CG1 CG2 CG2 CG1 CG1 CG1 CG2 WC CT E C E1 SS1 WC CT E C E2 PL5 WC CT E C E1 SS1WC CT E C PL2 E2 PL1 PL5 WC CT E C PL2 E2 PL1 PL5 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E2 PL5 WC CT E C PL2 E1 PL1 SS1 WC7 WC CT E C E2 PL5 MP1 MP1SECTOR 1SECTOR 2SECTOR 2SECTOR 1GUEST WAITING/ CIRCULATION B1 P1 501 PUBLIC TOILET CT1 P1 CT1 501A MP1 CT2 CT2 CT2 PUBLIC TOILET CT1 P1 CT1 501B P14 CIRCULATION B1 P1 RT1/2 504 EXAM/CONSULT B1 P1 RT2 509 P14 SEE TYPICAL EXAM ACCENT WALL 1 P14 SEE TYPICAL EXAM ACCENT WALL 1 P14 SEE TYPICAL EXAM ACCENT WALL 1 WC CT E C PL2 E1 PL1 SS1 WC CT E C PL2 E1 PL1 SS1 EXAM/CONSULT B1 P1 RT2 508 EXAM/CONSULT B1 P1 RT2 507 NURSE WORK AREA B1 P1 RT2 517B WC CT E C PL2 E2 PL1 PL5 PROVIDER OFFICE B1 P1 CPT3 517A SPECIALTY EXAM/ TREATMENT RS1 P1 RS1 506 WP1 PATIENT VITALS ALCOVE B1 P1 RT2 510 P14 P14CT2 ELEVATOR CONTROL ROOM B1 P1 SC1 500 STAFF BREAK AREA B1 P1 RT1 505 STAFF TOILET CT1 P1 CT1 505A OFFICE MANAGER B1 P1 CPT3 502A PATIENT TOILET CT1 P1 CT1 503 REGISTRATION B1 P1 CPT3 502 CT3 P15 P14P14P14 P15 P14 CENTRAL SOILED WORK B1 P1 RT2 511 P14 CT3 CT3 CT2 CT3 P14 STAIR 3 TT1 P1 TT1 ST3-5 STAIR VESTIBULE B1 P1 RT1 504A P14CT2CT3WC CT E C E2 PL5 CPT3/4 & RT3 STAIR 1 TT1 P1 TT1 ST1-5 P2P2WC CT E C PL2 E1 PL1 SS1 P14 CG1 CG1 WS1 WS1 WS1 WS1 WS1 WS1 WS1 WS1 WS1 WS1 P2WS1WS1 WS1WS1WS1 CG1 CG2 CG2 CG1 CG1 WC CT E C E1 SS2 WC CT E C E1 SS2 WC CT E C E1 PL1 SS1 P15P15 P15RT1 RT2 C4 A550 ________________________________________________ A10 A550 ________________________________________________ C10 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A4 A550 ________________________________________________ A4 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ A1 A550 ________________________________________________ 1' - 0"RT2RT1RT1RT21' - 0"21° A1 A550 ________________________________________________ A7 A550 ________________________________________________ A4 A550 ________________________________________________ A4 A550 ________________________________________________ A7 A550 ________________________________________________ WP1 WP1 WP1 WP1 WP1 CG111' - 2 1/2"15' - 0"P15 P15P15WP1 WP1 WP1 WP1WP1WP1WP2 WP1 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP1 WP2 WP2 CG1 WP2 WP2 WP2 WP2 WP2 WP2 WP2 WP2WP2 WP2 WP2 WP2 P19 AT LOW WALL WALL BELOW FLOOR LINE WALL BELOW FLOOR LINEWALL BELOW FLOOR LINEP2 EXPOSED STAIR STEEL P2 AT EXPOSED STAIR STRUCTURE P17CPT3 RT3 CPT3 RT3 CPT4RT3CPT4RT3CPT4RT3CPT4 RT3 CPT4 RT3 CPT4 RT3 RT3 RT1 P2 AT EXPOSED STRUCTURAL BRACING, COORDINATE WITH MANUFACTURER REQUIREMENTS TO COVER INTUMESCENT FIREPROOFING ELEV A TT1TT1 500EA ELEV B TT1TT1 500EB STAINLESS STEEL HANDRAILS & CRASH RAILS, RAISED LAMINATE WALL PANELS, PL1 RT1 -RESILIENT TILE FLOORING NOTE: REFER TO FINISH PLANS AND FINISH SCHEDULE FOR SPECIFIC PRODUCT TYPES RT2 -RESILIENT TILE FLOORING RT3 -RESILIENT TILE FLOORING CT1 -CERAMIC TILE CPT2 -WALKOFF CARPET TILE CPT3 -CARPET TILE CPT4 -CARPET TILE CPT1 -WALKOFF CARPET TILE RS1 -RESILIENT SHEET FLOORING TT1 -TERRAZZO TILE 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.2/5/2021 4:58:24 PMA752 FIFTH FLOOR FINISH PLAN - SECTOR 2 02/05/2021 2018089 KAS/HRT Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGGENERAL FINISH NOTES FINISH LEGEND KEY PLAN KEYED FINISH NOTES 1 ALL WALLS TO BE PAINTED P1 UNLESS OTHERWISE NOTED. 2 ALL HOLLOW METAL FRAMES TO BE PAINTED P17 UNLESS OTHERWISE NOTED. 3 REFER TO INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION AND CLARIFICATION ON EXTENT OF FINISH MATERIALS. 4 ALIGN FLOOR TILE GROUT LINES WITH WALL TILE GROUT LINES. 5 TILE AND PLANK FLOORING UNITS SHALL NOT BE CUT LESS THAN 6” ON ANY EDGE. 6 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. 7 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. 8 ALL FLOORING MATERIAL AND TRANSITIONS SHALL BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION UNLESS OTHERWISE NOTED. 9 EXTEND ALL FINISHES UNDER CABINETS, BENCHES, SHELVING, COUNTERTOPS AND LAVATORIES. 10 ALL UNDER-COUNTER SUPPORT BRACKETS TO BE PAINTED TO MATCH ADJACENT WALL COLOR. 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 ALL COVER PLATES, SWITCHES, OUTLETS, RECEPTACLES AND DEVICES TO BE WHITE UON. 13 OUTSIDE CORNERS TO RECEIVE CORNER GUARDS (U.O.N.). 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 REFER TO REFLECTED CEILING PLANS FOR SOFFIT AND CEILING MATERIALS AND COLORS. 0'1'2'4'8' 1/4" = 1'-0"A2 FIFTH FLOOR FINISH PLAN - SECTOR 2 # REVISION SCHEDULE NAME DATE FLOOR FINISH LEGEND Received by DiMarco 2/15/2021 RAPUP UP FD 136 WASTE HOLDING 135 CORRIDOR 137 CLEAN LINEN HOLDING 130 BLOOD DRAW 129 BLOOD DRAW 127 SPECIMEN TOILET 134 CLEAN SUPPLY 131 STAFF TOILET 133 STAFF BREAK 123 WAITING / CIRCULATION 100EA ELEV A 100EB ELEV B 100V1 VESTIBULE 100A PUBLIC TOILET 100C HOLDING/MAIL 100V2 VESTIBULE 101 LOBBY/WAITING 101B RECEPTION 101A VISITOR TOILET 100B PUBLIC TOILET 108 NURSE CORE 110 STAT LAB/ MED 106 TRIAGE/ INTERVIEW 102 STAFF BREAK 103 STAFF TOILET 104 SHARED PROVIDER OFFICE 113 EXAM 112 EXAM 111 SOILED WORK 109 EVS 120 EXAM 121 EXAM 119 RADIOLOGY (X-RAY) 105 CIRCULATION 107 CLEAN HOLDING 118 EXAM 117 TREATMENT 116 EXAM 115 EXAM 114 EXAM 105B SUB-WAITING 145 MECHANICAL 146 WATER SERVICE 142 MAIN ELECTRICAL 141 EMERGENCY EQUIPMENT ROOM 138A BUILDING MAINTENANCE TOILET/SHOWER 140 MAIN SERVER 138 SUPPLY CHAIN AREA 139 EVS SUPPLY & EQUIPMENT ST2-1 STAIR 2 MEDIA WALL / WELLNESS STATION COAT HOOKS 8 SINGLE 2 BARIATRIC 132 SOILED 105C PoS PATIENT TOILET RECESSED WATER COOLER MEDIA WALL & FIREPLACE CHILDREN'S AREA INTERACTIVE MEDIA WALL NOURISHMENT/ SNACK AREA P R IV A T E IN T A K ECHECK-I N KI OSKSCOURIER PICK-UP RECESSED WATER COOLER 20 SEATS PLANTER 6 SEATS 128 BLOOD DRAW (PoS) 57 48 47 57 48 47 48 47 48 47 48 47 484734 48 47 34 48 47 34 72 57 48 47 48 47 34 484734 TYPICAL 48 47 57 48 47 48 47 57 48 47 57 48 47 57 48 47 48 47 34 48 47 57 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 68 484734 484734 42 70 76 TYPICAL FOR ALL RADIOLOGY EQUIPMENT 49 49 5854 56 23 54 56 58 56 58 56 58 54 54 58 56 54 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 MED GAS OUTLETS INFUSION CHAIRS (OFOI) IV POLE (OFOI) SOILED LINEN BIN (IN CABINET, OFOI) CRASH CART (OFOI) WIRE SHELVING (OFOI) PYXIS (OFOI) BLANKET WARMER (OFOI) COPY/FAX/PRINT (OFOI) PAPER SHREDDER (OFOI) NOT USED EXAM TABLE (OFOI) VITALS ON WHEELS (OFOI) NOT USED COFFEE (OFOI) UNDER-COUNTER REFRIGERATOR (OFOI) FULL-SIZE REFRIGERATOR (OFOI) MICROWAVE (OFOI) BLOOD DRAW CHAIR (OFOI) STRETCHER PARKING WHEELCHAIR PARKING 24 CHEMO WASTE BIN 13.25"W x 17.5"D x 24.75"H (OFOI) 25 SHARPS BIN 11.25"W x 12.95"D x 19.7"H (OFOI) 26 WALL MOUNTED VITALS (OFCI) 27 SUPPLY CART WITH MOUNTED COMPUTER (OFOI) 28 PHLEBOTOMY CART (OFOI) 29 NURSE STOOL (OFOI) 30 TOASTER (OFOI) 31 TASK CHAIR (OFOI) 32 DIGITAL SCALE (OFOI) 33 DIGITAL PLATFORM SCALE (OFOI) 34 GLOVE BOX HOLDER (OFCI) 35 TRANSLATOR ON WHEELS (OFOI) 36 NURSE CALL (VFCC) 37 LABEL PRINTER (OFOI) 38 NOT USED 39 40 TRASH CONTAINER (IN CABINET, OFOI) 41 AUXIALLARY TOWER (OFOI) 42 HAND SANITIZER (OFCI) 43 CUPS DISPENSER (OFCI) WIRE LINEN CART (OFOI) 44 SANITARY BAG DISPENSER (OFCI) COAT RACK 45 TELEVISION (OFOI) 46 WALL MOUNTED PHONE (OFCI) OVERBED TABLE (OFOI) 47 PAPER TOWEL DISPENSER (OFCI) 48 SOAP DISPENSER (OFCI) 49 BABY-CHANGING STATION (OFCI) OFCI = OWNER FURNISHED, CONTRACTOR INSTALLED OFOI = OWNER FURNISHED, OWNER INSTALLED VFCC= VENDOR FURNISHED, CONTRACTOR TO COORDINATE WITH VENDOR AS REQUIRED 50 GUEST CHAIR (OFOI) 51 GUEST WAITING CHAIR (OFOI) 52 BARIATRIC GUEST WAITING CHAIR (OFOI) 53 MOBILE PEDESTAL FILE (OFOI) 54 COAT HOOK 55 CAFE CHAIR (OFOI) 56 ADA GRAB BARS 57 TOILET PAPER DISPENSER (OFCI) 58 MIRROR 59 SCANNER (OFOI) 60 MOP HOLDER/UTILITY SHELF 61 SOILED LINEN HAMPER (OFOI) 62 RED BAG WASTE BIN (OFOI) 63 64 65 66 67 68 69 70 TRASH BIN (OFOI) TALL STATION CHAIR (OFOI) WORKSTATION -SINGLE SCREEN (OFOI) WORKSTATION -DOUBLE SCREEN (OFOI) SIT/STAND DESK (OFOI) STUD MOUNTED ARTWORK (OFCI) COUNTER PRINT/SCAN/COPY (OFOI) WALL MOUNTED MAGAZINE RACK (OFCI) 71 WAITING ROOM SIDE TABLE (OFOI) 72 WALL MOUNTED MAILBOXES (OFCI) 73 74 75 76 77 78 79 80 PHLEBOTOMY CART (OFOI) WHEELCHAIR SCALE (OFOI) STEP-ON WASTE BIN (OFOI) IMAGING EQUIPMENT (VFCC) NOT USED NOT USED NOT USED NOT USED 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.2/5/2021 4:58:33 PMA901 FIRST FLOOR FURNITURE AND EQUIPMENT PLAN 02/05/2021 2018089 KAS, HRT, AFD Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/16" = 1'-0"A8 F1 - FIRST FLOOR FURNITURE AND EQUIPMENT PLAN REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 DN DN UP UP 240 RESPITE/ LACTATION 239 RESPITE/ LACTATION 235A STORAGE 237 STAFF TOILET238 OFFICE 241 RESPITE/ MEDITATION 236 STAFF TOILET ST2-2 STAIR 243 IT/ELEC 231 SHARED EQUIPMENT STORAGE 230 DENTAL OFFICE 229 SHARED SOILED HOLDING 218 EXAM (GYN) 227 DENTAL EQUIPMENT STERILIZATION 225 DENTAL TREATMENT ROOM 219 SHARED CLEAN WORK/ MED PREP 220 EXAM (GYN) PoS 221 LAB 224 VISITOR TOILET (PoS) 222 PATIENT TOILET 223 VITALS ALCOVE 200B PUBLIC TOILET 202 SHARED RECEPTION/ REGISTRATION 206 SHARED MULTIPURPOSE/ CONSULT/ TELEMED 205 STAFF TOILET 203 SHARED CLERICAL OFFICE 204 MULTIPURPOSE/ CONSULT/ TELEMED 208 SHARED STAFF BREAK 209 MANAGER OFFICE 210 EXAM 211 EXAM 212 EXAM 213 PHYSICIAN OFFICE/ DICTATION 214 NURSE 215 EXAM 216 EXAM 217 EXAM 228 CIRCULATION 200A PUBLIC TOILET 201 WAITING PATIENT NAVIGATOR ALCOVE 28 SEATS + 2 WC 3 SEATS PofS DENTAL RECORDS DECON ENTRANCE CLEAN EXIT PORTABLE X-RAY STORAGE SOILED LINEN HAMPER RED BAG TRASH COATSWELLNESS STATIONCOPY/PRI NTCOPY/ PRI NT(5) 2-TI ER Z-LOCKERSSPECIMEN PASS-THRU C O P Y / P R IN TTELEVISION VACC.REF.HOYER LIFT STORAGE TRAIGE NURSECLEAN AREASTER.M O N IT O R /T E LE V IS IO N M O N IT O R /T E LE V IS IO N SUPPLY STORAGE CHILDREN'S CORNER M E D IA /P L A Y W A L L S U P P L Y S T O R A G E WHEELCHAIR STORAGE C H E C K -IN C H E C K -IN CHECK-OUTWCWHEELCHAI R SCALEPATTERNED GLASS OR ACRYLIC FEATURE PANELS OPEN TO LOBBY BELOW C R A S H C A R TDECON AREA226 EVS ROLLING VITALS MED SAFETY ZONECOUNTERPYXIS235 MULTIPURPOSE/ ACTIVITY 242 STAFF BREAK 234 EDUCATION/ CONFERENCE 233 TELMED 200EA ELEV A 200EB ELEV B 57 48 47 48 47 57 4847 57 48 47 57 48 47 48 47 48 47 48 47 47 48 48 47 34 48 47 48 47 484757 57 48 47 47 48 48 47 57 484734 484734 26TYPICAL 42 42 42 42 42 42 42 42 42 42 42 42 70 68 68 49 49 5854 56 54 56 58 56 58 54 54 56 58 56 58 58 58 56 56 REFEER ALSO TO ALTERNATE #8. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 MED GAS OUTLETS INFUSION CHAIRS (OFOI) IV POLE (OFOI) SOILED LINEN BIN (IN CABINET, OFOI) CRASH CART (OFOI) WIRE SHELVING (OFOI) PYXIS (OFOI) BLANKET WARMER (OFOI) COPY/FAX/PRINT (OFOI) PAPER SHREDDER (OFOI) NOT USED EXAM TABLE (OFOI) VITALS ON WHEELS (OFOI) NOT USED COFFEE (OFOI) UNDER-COUNTER REFRIGERATOR (OFOI) FULL-SIZE REFRIGERATOR (OFOI) MICROWAVE (OFOI) BLOOD DRAW CHAIR (OFOI) STRETCHER PARKING WHEELCHAIR PARKING 24 CHEMO WASTE BIN 13.25"W x 17.5"D x 24.75"H (OFOI) 25 SHARPS BIN 11.25"W x 12.95"D x 19.7"H (OFOI) 26 WALL MOUNTED VITALS (OFCI) 27 SUPPLY CART WITH MOUNTED COMPUTER (OFOI) 28 PHLEBOTOMY CART (OFOI) 29 NURSE STOOL (OFOI) 30 TOASTER (OFOI) 31 TASK CHAIR (OFOI) 32 DIGITAL SCALE (OFOI) 33 DIGITAL PLATFORM SCALE (OFOI) 34 GLOVE BOX HOLDER (OFCI) 35 TRANSLATOR ON WHEELS (OFOI) 36 NURSE CALL (VFCC) 37 LABEL PRINTER (OFOI) 38 NOT USED 39 40 TRASH CONTAINER (IN CABINET, OFOI) 41 AUXIALLARY TOWER (OFOI) 42 HAND SANITIZER (OFCI) 43 CUPS DISPENSER (OFCI) WIRE LINEN CART (OFOI) 44 SANITARY BAG DISPENSER (OFCI) COAT RACK 45 TELEVISION (OFOI) 46 WALL MOUNTED PHONE (OFCI) OVERBED TABLE (OFOI) 47 PAPER TOWEL DISPENSER (OFCI) 48 SOAP DISPENSER (OFCI) 49 BABY-CHANGING STATION (OFCI) OFCI = OWNER FURNISHED, CONTRACTOR INSTALLED OFOI = OWNER FURNISHED, OWNER INSTALLED VFCC= VENDOR FURNISHED, CONTRACTOR TO COORDINATE WITH VENDOR AS REQUIRED 50 GUEST CHAIR (OFOI) 51 GUEST WAITING CHAIR (OFOI) 52 BARIATRIC GUEST WAITING CHAIR (OFOI) 53 MOBILE PEDESTAL FILE (OFOI) 54 COAT HOOK 55 CAFE CHAIR (OFOI) 56 ADA GRAB BARS 57 TOILET PAPER DISPENSER (OFCI) 58 MIRROR 59 SCANNER (OFOI) 60 MOP HOLDER/UTILITY SHELF 61 SOILED LINEN HAMPER (OFOI) 62 RED BAG WASTE BIN (OFOI) 63 64 65 66 67 68 69 70 TRASH BIN (OFOI) TALL STATION CHAIR (OFOI) WORKSTATION -SINGLE SCREEN (OFOI) WORKSTATION -DOUBLE SCREEN (OFOI) SIT/STAND DESK (OFOI) STUD MOUNTED ARTWORK (OFCI) COUNTER PRINT/SCAN/COPY (OFOI) WALL MOUNTED MAGAZINE RACK (OFCI) 71 WAITING ROOM SIDE TABLE (OFOI) 72 WALL MOUNTED MAILBOXES (OFCI) 73 74 75 76 77 78 79 80 PHLEBOTOMY CART (OFOI) WHEELCHAIR SCALE (OFOI) STEP-ON WASTE BIN (OFOI) IMAGING EQUIPMENT (VFCC) NOT USED NOT USED NOT USED NOT USED 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.2/5/2021 4:58:41 PMA902 SECOND FLOOR FURNITURE & EQUIPMENT PLAN 02/05/2021 2018089 KAS, AFD Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/16" = 1'-0"1 F2 - PARTIAL SECOND FLOOR FURNITURE AND EQUIPMENT PLAN REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 DN DN UP 335A PATIENT TOILET 323 ELEC/ DATA ST2-3 STAIR 2 ST1-3 STAIR 1 300EA ELEV A 300EB ELEV B 322 EXAM/CONSULT 312 CENTRAL CLEAN WORK 313 EXAM/CONSULT 314 EXAM/CONSULT 315 EXAM/CONSULT 316 EXAM/CONSULT 318 EXAM/CONSULT 319 EXAM/CONSULT 320 EXAM/CONSULT 321 EXAM/CONSULT 317 STAFF CIRCULATION 326 SPECIALTY EXAM/ TREATMENT 327 PATIENT TOILET 317F PROVIDER OFFICE 326A PATIENT TOILET 325 STAFF TOILET 324 TRIAGE NURSE 317E NURSE WORK AREA 328 EXAM/CONSULT 331 EXAM/CONSULT 329 EXAM/CONSULT 329.1 EXAM/CONSULT 339B TRIAGE NURSE 327 EXAM/CONSULT 330 EVS 339A PROVIDER OFFICE 339 NURSE WORK 333 SPECIMEN COLLECTION 332 LAB DRAW 334 LAB 335 SPECIALTY EXAM/TREATMENT/ TELEMED 336 PATIENT TOILET 309 EXAM/CONSULT 310 PATIENT VITALS ALCOVE 311 CENTRAL SOILED WORK 308 EXAM/CONSULT 307 EXAM/CONSULT 306 EXAM/CONSULT 317A PROVIDER OFFICE 305 STAFF BREAK AREA 305A STAFF TOILET 302 PATIENT TOILET 301A OFFICE MANAGER 303 SPECIALTY EXAM/TREATMENT 301 REGISTRATION 300 GUEST WAITING/ CIRCULATION 300A PUBLIC TOILET 300B PUBLIC TOILETCOAT HOOKSCOPY/SUPPLY350 STORAGE 317B NURSE WORK AREA 48 47 34 48 47 48 47 48 47 48 47 4847 48 47 48 47 48 47 48 47 34 48 47 4847 48 47 57 48 47 57 48 47 57 48 47 57 57 48 47 48 47 57 48 47 34 48 47 57 57 57 57 48 34 47 48 68 34 47 48 68 42 42 42 42 42 42 42 42 42 42 424242 42 42 42 42 42 42 42 42 42 42 42 70 47 26 TYPICAL 34 47 48 68 34 47 48 68 49 49 5854 56 54 56 58 54 56 58 54 58 56 54 58 56 54 58 56 54 60 58 56 58 56 54 54 48 47 34 5656 585854 54 54 54 54 484734484734 68 54 68 54 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.2/11/2021 3:32:47 PMA903 THIRD FLOOR FURNITURE & EQUIPMENT PLAN 02/05/2021 2018089 KAS, AFD Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDINGREVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 DN UP DN UP UP DN SUPPLY STORAGE(SKYLIGHT ABOVE) TELEVISION WELLNESS STATION 433 SHARED CONFERENCE PATTERNED GLASS OR ACRYLIC FEATURE PANELS 401 IMAGING GUEST LOUNGE/WAITING 403 PRACTICE MANAGER 402 REGISTRATION 407A GOWNING 1 407 WOMEN'S CIRCULATION407C GOWNING 2 407D GOWNING 3 409 WOMEN'S SUB-WAIT 407B PATIENT TOILET 412A HOLDING BAY 1 415A PATIENT TOILET 412B HOLDING BAY 2 411 NURSE/TECH STATION 432 DEXASCAN 420 SOILED WORKROOM 419 CLEAN WORKROOM 418 MEN'S SUB-WAIT 418A GOWNING 418B PATIENT TOILET 429 IMAGING IT/DATA 413 PATIENT TOILET 415 ULTRASOUND (GUIDED BIOPSY)COPY/PRINT 423 ULTRASOUND (PoS) 423A PATIENT TOILET (PoS) 431 MAMMOGRAPHY (STEREOTATIC BIOPSY) 427 MAMMOGRAPHY 426 READING ROOM 428 OFFICE/ READING 414 STAFF TOILET 416 DIAGNOSTIC RADIOGRAPHY 424 ULTRASOUND TRASH UP COPY/ PRINT430 ELEC/DATA 443 STAFF BREAK 445 STAFF TOILET 439 EVS 4' - 11 1/8"5' - 8"CHILDREN'S AREA MED SAFETY ZONE CHARTING STATION CHECK-IN/ OUT WINDOW 5' - 0"PATIENT ENTRANCE (SECURE DOOR) CONTROL STATION 417 EVS LOCKERS LOCKERS421 EQUIPMENT STORAGE & FLEX SPACE CRASH CART 431A EQUIPMENT STORAGE 424A PATIENT TOILETREF.TALL STORAGE20 SEATS + 2 WC 405 MULTIPURPOSE/ CONSULT 400B PUBLIC TOILET 400A PUBLIC TOILETSUPPLY STORAGECOPY/ PRINT442 PROCEDURE ROOM 441 PROCEDURE ROOM 440 PROCEDURE ROOM 436 RECEPTION 436A PROVIDER OFFICE 435 CIRCULATION 437 CLEAN WORKROOM& EQUIP.STORAGE 438 SOILED WORKROOM 434 WAITING DEEP SILLS & BUILT-IN STORAGE FOR WINDOWS ALONG THIS LINE 444 PATIENT TOILET 5' - 0" 406 CIRCULATION 425 WOMEN'S CIRCULATION 422 MEN'S CIRCULATION 412 CIRCULATION 400 ELEVATOR LOBBY & PUBLIC CORRIDOR ST3-4 STAIR 3 410 RESULTS ALCOVE CHARTING STATION 3'-6"3'-7"2'-7"3'-0"MED SAFETY ZONELAB DRAW CHAIRALSO USED FOR SPECIMEN COLLECTION SPECIMEN COLLECTION STORAGESECTOR 1SECTOR 2SECTOR 2SECTOR 1SECTOR 2SECTOR 13-SIDED FIRE PLACE MEDIA WALL 7' - 8"LOCKERS3 SEATS + 3 KID SEATS 5' - 1 1/2"4' - 0"2' - 8"TYPICAL ALL RADIOLOGY EQUIPMENT TRASH SOILED TRASHSOILED TRASH SOILED DISINFECTION UNITWHITEBOARD WALLWELLNESS STATION404 STORAGE 400EA ELEV A 400EB ELEV B ST1-4 STAIR 1 48 47 57 48 47 47 48 47 48 57 4748 5748 47 57 48 47 48 47 57 47 4857 47 48 57 47 48 47 48 47 48 48 47 48 47 48 47 48 47 48 44 47 48 47 48 48 47 47 48 57 48 4744 47 48 44 47 48 44 48 47 44 47 48 57 47 48 57 4748 57474844 70 42 42 42 42 42 42 42 42 42 42 424242 42 42 42 70 76 76 76 49 49 56 56 58 58 54 54 23 54 56 58 54 58 56 58 56 54 56 58 54 58 56 56 58 60 54 54 56 56 58 58 54 54 56 58 54 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.2/5/2021 4:59:05 PMA904 FOURTH FLOOR FURNITURE & EQUIPMENT 02/05/2021 2018089 KAS, AFD Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"A1 F4 - FOURTH FLOOR CONCEPT PLAN REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021 DN DN DN 500 ELEVATOR CONTROL ROOM 509 EXAM/CONSULT 505 STAFF BREAK AREA 501 GUEST WAITING/ CIRCULATION 501A PUBLIC TOILET 501B PUBLIC TOILET 504 CIRCULATION 505A STAFF TOILET 510 PATIENT VITALS ALCOVE511 CENTRAL SOILED WORK 512 CENTRAL CLEAN WORK 504A STAIR VESTIBULE 508 EXAM/CONSULT 507 EXAM/CONSULT 506 SPECIALTY EXAM/ TREATMENT 503 PATIENT TOILET 513 EXAM/CONSULT 514 EXAM/CONSULT 515 EXAM/CONSULT 516 EXAM/CONSULT 518 EXAM/CONSULT 519 EXAM/CONSULT 520 EXAM/CONSULT 521 EXAM/CONSULT 522 EXAM/CONSULT 526 SPECIALTY EXAM/ TREATMENT 527 PATIENT TOILET 517 STAFF CIRCULATION 517F PROVIDER OFFICE 526A PATIENT TOILET 525 STAFF TOILET 524 TRIAGE NURSE 517E NURSE WORK AREA 517A PROVIDER OFFICE 517B NURSE WORK AREA 533 SPECIMEN COLLECTION 532 LAB DRAW 538 EXAM/CONSULT 531 EXAM/CONSULT 529 EXAM/CONSULT 528 EXAM/CONSULT 534 LAB 535 SPECIALTY EXAM/TREATMENT/ TELEMED 535A PATIENT TOILET 536 PATIENT TOILET539B TRIAGE NURSE 537 EXAM/CONSULT 530 EVS 539A PROVIDER OFFICE 523 IT/ELEC ST2-5 STAIR 2 500EA ELEV A ST1-5 STAIR 1 500EB ELEV B 517C CIRCULATION 504BB CIRCULATION 517D CIRCULATION 539 NURSE WORK ST3-5 STAIR 3 502A OFFICE MANAGER 502 REGISTRATION (O P E N T O B E L O W )COPY/PRINT & SUPPLIESCHECK-IN KIOSK AREAWELLNESS STATIONBUTT-JOINTED GLASS SMOKE PARTITION CLEAN LINENCRASH CART COPY/SUPPLYPLANTER BELOW STEEL BRACES COAT HOOKS VACC. FRIDGEMED PREP ZONE COPY/SUPPLY STAFF LOCKERSRED BAGTRASH SOILED LINEN CARTCOAT HOOKSCLINICAL COOR. WORKSTATIONMED PREP ZONECOPY/SUPPLY OFFICE COORDINATOR ALCOVE SCHEDULERSMAILBOXES/ SUPPLIES 50 SEATS + 2 W.C. LOCATIONS TELEMED EQUIPMENT STORAGE (22) STAFF LOCKERSPLANTER BELOW STEEL BRACES CRASH CART MED PREP ZONE LARGE TRASH CART WC SCALE CLEAN LINENCRASH CART WCPLANTER BELOW STEEL BRACES 539C STORAGE 48 47 34 48 47 48 47 48 47 48 47 4847 48 47 48 47 48 47 48 47 34 48 47 4847 48 47 57 48 47 57 48 47 57 48 47 57 57 48 47 48 47 57 48 47 34 484734 4847 57 57 57 57 TYPICAL 26 48 47 26 68 34 47 48 26 68 34 47 48 68 26 42 42 42 42 42 42 42 42 42 42 424242 42 42 42 42 42 42 42 42 42 42 42 70 49 49 5854 56 54 56 58 56 58 54 58 56 54 58 56 54 58 56 54 54 56 58 56 54 5656 585854 54 54 54 54 54 68 68 484734484734 68 54 68 54 34 47 48 34 47 48 26 26 26 60 54 58 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.2/5/2021 4:59:14 PMA905 FIFTH FLOOR FURNITURE & EQUIPMENT PLAN 02/05/2021 2018089 KAS, AFD Cayuga Park, Ithaca, New York 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING1/4" = 1'-0"A1 F5 - FIFTH FLOOR FURNITURE AND EQUIPMENT PLAN REVISION SCHEDULE NAME DATE Received by DiMarco 2/15/2021