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HomeMy WebLinkAboutPhillips Hall Restroom 100% CD16 5 1 14 2 V ARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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. DATE: !2"1qJ A ES ENGI TEERING E ! E HEALTH AND SAFETY ARC I CIVIL: ELEC: MECH: REVISIONS: DATE: 12/20112 - ISSUE FOR CON DRAW NG IST T-001 TITLE SHEET G-001 CODE REVIEW SU ARY Facilities Engineering Civil, Structural, Architecture, Mechanical Electrical, EnvironmeEergy Engineering ARCHITECTURE A-000 SCOPE OF WORK, PATTERNS, SYMBOLS, SCHEDULES AND DOOR DETAILS A-001 MOUNTING HEIGHTS, CLEARANCES AND ACCESSORY SCHEDULE The purpose of this project is to make interior modifications to the existing men's and women's restrooms on the second floor of Phillips Hall. Each room receives new fixtures, finisi upgrades and modifications to improve accessibility. Infrastructure provisions for a unisex single occupant stall to be added in the future are also part of the project. PARTIAL SECOND FLOOR DEMOLITION AND CONSTRUCTION PLANS PARTIAL SECOND FLOOR REFLECTED CEILING AND FINISH PLANS INTERIOR ELEVATIONS INTERIOR ELEVATIONS AND DETAILS GENERAL NOTES, SYMBOLOGY, SCOPE OF WORK AND SUB I , AL SCHEDULES STANDARDS AND SPECIFICATIONS PARTIAL SECOND FLOOR MECHANICAL PLANS FIXTURES AND EQUIPMENT SCHEDULES PARTIAL SECOND FLOOR PLUMBING DEMOLITION PLANS PARTIAL FIRST FLOOR PLUMBING DEMOLITION PLANS PARTIAL SECOND FLOOR PLUMBING CONSTRUCTION PLANS PARTIAL FIRST FLOOR PLUMBING CONSTRUCTION PLANS PLUMBING RISER DIAGRAMS AND DETAILS FIRE PROTECTION FP -000 GENERAL NOTES, SCOPE OF WORK, SYMBOLOGY AND SCHEDULES FP -101 PARTIAL SECOND FLOOR FIRE PROTECTION CONSTRUCTION PLAN AREAS OF WORK December 20, 2012 PROJECT: FACILITY: DESIGN: 2039H FE DESIGN TIT E SHEET ELECTRICAL E-000 ELECTRICAL SCOPE OF WORK, GENERAL NOTES, SCHEDULES, SYMBOLOGY & ABBREVIATIONS E-101 PARTIAL SECOND FLOOR ELECTRICAL DEMOLITION AND CONSTRUCTION PLANS T-001 P0278 6 14 12 0 6 4 2 0 BUILDING CODE DATA: APPLICABLE CODES: BUILDING CODE OF NYSTATE, 2010 (BCNYS) FIRE CODE OF NYSTATE, 2010 (FCNYS) EXISTING BULDING CODE OF NY STATE, 2010 (EBCNYS) USE AND OCCUP Y CLA FI CATIONS (CHAPT ): US E S BUSINESS CLASSIFICATION(S) B *NO CHANGE IN USE OR OCCUPANCY FOR THIS PROJECT. C ` IFICATION 0 13e • S C PT ER 4): LEVEL 2 ALT ERATION AND LEVEL 1 ALTERATION HEIGHT AND AREA LIMITATIONS (BC CHA 5): EXISTING COMPLIES WITH TABLE 503 E OF CONST TION YCHAPTER6 2B (EXISTING) FIRE PROTECTION SYSTEMS (FC ` S CHAPTER 9) REQUIRED PROVIDED AUTOMATIC SPR ER SYSTEMS N Y* FIRE ALARM & DETECTION SYSTEM (SECTION 9072) MANUAL Y Y AU MAflC N Y v©ICE/ALARM I N VISUAL M NOTIFICATION (SECTION 907.10) Y Y DANS OF EGRESS (BCNYS ER 10) PROPOSED OCCUPANT LOAD (ENTIRE FLOOR) 439 MAX ALLO ABLE CUPANT LOAD 100SF / OCCUPANT FOR B OCCUPANCY,15SF / OCCUPANT FORA OCCUPANCY NUMBER PER AR ALLOW CE (TABLE 1x}04.1.1) ROOM USE SF OCCUPANTS 201 194 OFFICE 2 202 143 OFFICE 2 203 1451 CLASSROOM (A) 97 204 148 OFFICE 2 205 147 OFFICE 2 207 152 OFFICE 2 208 144 OFFICE 2 209 611 OFFICE 7 211 147 OFFICE 2 212 148 OFFICE 2 213 720 OFFICE 8 214 153 OFFICE 2 215 144 OFFICE 2 216 97 OFFICE 1 217 242 OFFICE 3 217A 166 OFFICE 2 218 132 OFFICE 2 219 1271 CLASSROOM (A) 85 221 196 OFFICE 2 222 351 OFFICE 4 223 159 OFFICE 2 224 330 OFFICE 4 225 197 OFFICE 2 225A 399 OFFICE 4 226 417 OFFICE 5 227 225 OFFICE 3 228 358 CONFERENCE 4 229 262 OFFICE 3 229A 152 OFFICE 2 231 198 KITCHEN 2 232 1005 LOUNGE (A) 67 233 799 CONFERENCE () 54 234 161 OFFICE 2 235 137 OFFICE 2 236 610 OFFICE 7 237 1636 LABORATORY 17 238 1443 LABO RAT 0 R 15 239 860 OFFICE 9 239A 357 OFFICE 4 TOTAL 439 EGRESS - DTH (TABLE 1005.1) REQUIRED PROVIDED STAJRWAYS 0.3" PER OCCUPANT EXISTING EXCEEDS OTHER COMPONENTS 0.2" PER OCCUPANT EXISTING EXCEEDS REQUIRED PROVIDED EMERGENCY LIGHTING (10x16.1) Y Y EXIT SIGNS (1011.1) N N TRA DISTANCE (1016.1) < 200' 185' (SEE EGRESS PLAN) CORRIDOR FIRE TED (TABLE 1017.1) Y Y( HOUR) DEAD END (1017.3) <50' NONE EXITS STORY (1019.1) 2 2 PLUMBING SYSTEM REQ #IR ENTS (BCNYS C _ ;' " ER 3) MINI UM PLUMBING FACILITIES (TABLE 2902.1) N/A - SEE NOTE BELOW PER EBCNYS SECTION 710, A LEVEL 2 ALTERATION THAT DOES NOT INCREASE THE OCCUPANT LOAD OF A STORY BY20% IS NOT REQUIRED TO COM PLYWITH MINIMUM PLUMBING FIXTURE QUANTITIES SPECIFIED BY THE BCNYS_ THIS PROJECT PROVIDES BETTER FIXTURE EQUITY BETWEEN THE MEN'S AND WOMEN'S ROOMS, INCREASES THE WOMEN'S ROOM FIXTURE COUNT AND IMPROVES ACCESSIBILITY FOR BOTH ROOMS. TOTAL TRAVEL DISTANCE: 170 FT ARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER. TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT iS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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. AP"' _':VAL: LITIES ENGINEERING DATE: i2• 19•t ENVIROAL H THAND SAFETY A WOMEN 232SF 200TA MEN 215SF LEGEND — "> PATH OF TRAVEL — - • 1 HR FIRE RESISTANCE RATED CONSTRUCTION PROJECT: CODE REVIEW SUMMARY 0 10 20 SCALE: 120 BU I D NG CODE DATA 16 15 14 12 11 10 8 6 5 4 3 EGRESS P N 2 SCALE: G-001 1 " = 20'-0" P0278 6 5 4 2 DOOR SCHEDULE LOCATION' DOOR F iIE HARD E SCHEDULE DOOR NO. 001 DOOR LOCAT ION Cor 200CA to Women 2 DOOR WIDTH 36 DOOR HEIGHT HAND LH 0 P9xEPx9D© m U 0 w SD- E op op U C©r200CAFrom Mens 200TB 84 RHR NOTE: CORES AND S UNIVERSITY LOCK SHOP. BE PROVID AND INST LED BY THE CORNELL NOTE: BASIS OF DESIGN IS ALGOMA HARDWOOD 3/4 HOUR POSITIVE PRESSURE CATEGORY A DOOR WITH ROTARY CUT ITE OAK A GRADE FACE VENEER, B NCE MATCH, RA -100 CLEAR FACTORY FINISH **UNDERCUT ON DOORS NOT TO EXCEED 3/4 DOOR AND HARDWARE SCHEDULES SCALE: NONE ARCHITECTU SUB AL SCHEDULE MATER' SCHEDULE/ SHOP DWGS. PRODUCT DATA S PLES INSPECT IONS &TESTS 0 DATA WARRANTIES GENERAL CONCRETE TOPPING SINK COUNTERTOPS FIRESTOPPING & JOINT S TS HM FRAMES WOOD DOORS DOOR HARDWARE Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y FINISHES LIGHT GAUGE METAL F INC SYSTEM ACOUSTICAL TILE CEILINGS & GRID THIN SET PORCELAIN TILE, MORTAR AND GROUT PAINTING VCT Y Y Y Y Y Y Y Y Y ACCESSORIES PAPER TOWEL DISPENSER TOILET PAPER DISPENSER MIRROR G' : BARS COAT HOOKS T" CAN Y Y Y Y Y Y Y Y Y SPEC iALTIES SIG E Y TOILET COMPARTMENTS & URINAL SCREENS Y Y 1/2 " 6" V.I.F. HEAD EXISTING CMU WALL PRECAST CONCRETE LINTEL AT NEW OPENINGS HM FRAME, GROUTED SOLID RATED WOOD DOOR EX. OR N CMU WALLS MASONRY JAMB ANCHORS AS REQUIRED HM FRAME, GROUTED SOLID IMMO CM= MOM DOOR - EXISTING TO REMAIN ITEM FOR DEMOLITION KEYNO - DEMOLITION 99 KEYNOTE - NEW WORK TAG - FINISH TAG - NEW DOOR TAG - FIXTURE / ACCESSORY BREAK LINE D16 A103 N 999 ELEVATION MARKER INTERIOR ELEVATION NORTH ARROW ROOM DATA SECTION ARCHITECTURAL SCOPE OF WORK: 1.0 THIS PROJECT IS A RENOVATION OF THE MEN'S AND WOMEN'S RESTROOMS LOCATED ON THE SECOND FLOOR OF PHILLIPS HALL. THE PROJECT AIMS TO IMPROVE ACCESSIBILITY, FIXTURE COUNT EQUITY AND AESTHETICS. 2.0 ARCHITECTURAL WORK INVOLVES BOTH DEMOLITION AND NEW CONSTRUCTION AND WILL INCLUDE MECHANICAL CONSTRUCTION ELEMENTS. THE EXTENT OF DEMOLITION AND CONSTRUCTION IS AS DESCRIBED WITHIN THESE DOCUMENTS. 3.0 THE PROJECT CALLS FOR NEW FINISHES AND FIXTURES THROUGHOUT. 4.0 ASBESTOS CONTAINING MATERIALS (ACM) WILL BE MANAGED BY OWNER INCLUDING TESTING AND ABATEMENT UNDER SEPARATE CONTRACTS. IF CONTRACTORS UNCOVER OR SUSPECT ASBESTOS CONTAINING MATERIALS THEY ARE TO STOP WORK AND NOTIFY OWNER IMMEDATELY. SCOPE OF WORK WARNING: IT ISA V1OLAT1ON OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION FALTERED BY FOLLOWED BY 1-1I5 SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. DATE: 12.'9.I ENTAL HEALTH AND SAF A ARC CIVIL. • ELEC: MECH- rllr►. SYMBO S WALL - EXISTING TO BE REMOVED i - EXISTING TO REMAIN WALL - NEW GWB & STUD WALL - NEW CMU SUB I AL SCHEDULE SCALE: NONE F E DETAILS SCALE: NONE ARCHITECTU PA ERNS CRIPPLE STUD DC IF WELDED 1B EXISTING S B ANCHORAGE C -STUD CK MAINTAIN LEVEL BEARING SURFACE IF SCR ATTACHED MIN. (1) SCREW EACH SIDE 1/4" TAPCON SCR S ct 24" O.C. WITH 3" EMBEDMENT. 1-A" ROOM # ROOM NAME WIDTH HEIGHT DEPTH TYPE MAT FIN LABEL TYPE MAT. FIN. LABEL HEAD HT. DETAIL rtilvinrtn0 001 TOOTB WOMEN 36 84 13/4 WOOD NAT C HM1 HM PTD C 2" 4/A-000 NOT TO EXCEED 5LB OPENING FORCE 2 TOOTA MEN 36 84 13/4 FW WOOD NAT C HM1 HM PTD C 2" 4/A-000 NOT TO EXCEED 5LB OPENING FORCE HARD E SCHEDULE DOOR NO. 001 DOOR LOCAT ION Cor 200CA to Women 2 DOOR WIDTH 36 DOOR HEIGHT HAND LH 0 P9xEPx9D© m U 0 w SD- E op op U C©r200CAFrom Mens 200TB 84 RHR NOTE: CORES AND S UNIVERSITY LOCK SHOP. BE PROVID AND INST LED BY THE CORNELL NOTE: BASIS OF DESIGN IS ALGOMA HARDWOOD 3/4 HOUR POSITIVE PRESSURE CATEGORY A DOOR WITH ROTARY CUT ITE OAK A GRADE FACE VENEER, B NCE MATCH, RA -100 CLEAR FACTORY FINISH **UNDERCUT ON DOORS NOT TO EXCEED 3/4 DOOR AND HARDWARE SCHEDULES SCALE: NONE ARCHITECTU SUB AL SCHEDULE MATER' SCHEDULE/ SHOP DWGS. PRODUCT DATA S PLES INSPECT IONS &TESTS 0 DATA WARRANTIES GENERAL CONCRETE TOPPING SINK COUNTERTOPS FIRESTOPPING & JOINT S TS HM FRAMES WOOD DOORS DOOR HARDWARE Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y FINISHES LIGHT GAUGE METAL F INC SYSTEM ACOUSTICAL TILE CEILINGS & GRID THIN SET PORCELAIN TILE, MORTAR AND GROUT PAINTING VCT Y Y Y Y Y Y Y Y Y ACCESSORIES PAPER TOWEL DISPENSER TOILET PAPER DISPENSER MIRROR G' : BARS COAT HOOKS T" CAN Y Y Y Y Y Y Y Y Y SPEC iALTIES SIG E Y TOILET COMPARTMENTS & URINAL SCREENS Y Y 1/2 " 6" V.I.F. HEAD EXISTING CMU WALL PRECAST CONCRETE LINTEL AT NEW OPENINGS HM FRAME, GROUTED SOLID RATED WOOD DOOR EX. OR N CMU WALLS MASONRY JAMB ANCHORS AS REQUIRED HM FRAME, GROUTED SOLID IMMO CM= MOM DOOR - EXISTING TO REMAIN ITEM FOR DEMOLITION KEYNO - DEMOLITION 99 KEYNOTE - NEW WORK TAG - FINISH TAG - NEW DOOR TAG - FIXTURE / ACCESSORY BREAK LINE D16 A103 N 999 ELEVATION MARKER INTERIOR ELEVATION NORTH ARROW ROOM DATA SECTION ARCHITECTURAL SCOPE OF WORK: 1.0 THIS PROJECT IS A RENOVATION OF THE MEN'S AND WOMEN'S RESTROOMS LOCATED ON THE SECOND FLOOR OF PHILLIPS HALL. THE PROJECT AIMS TO IMPROVE ACCESSIBILITY, FIXTURE COUNT EQUITY AND AESTHETICS. 2.0 ARCHITECTURAL WORK INVOLVES BOTH DEMOLITION AND NEW CONSTRUCTION AND WILL INCLUDE MECHANICAL CONSTRUCTION ELEMENTS. THE EXTENT OF DEMOLITION AND CONSTRUCTION IS AS DESCRIBED WITHIN THESE DOCUMENTS. 3.0 THE PROJECT CALLS FOR NEW FINISHES AND FIXTURES THROUGHOUT. 4.0 ASBESTOS CONTAINING MATERIALS (ACM) WILL BE MANAGED BY OWNER INCLUDING TESTING AND ABATEMENT UNDER SEPARATE CONTRACTS. IF CONTRACTORS UNCOVER OR SUSPECT ASBESTOS CONTAINING MATERIALS THEY ARE TO STOP WORK AND NOTIFY OWNER IMMEDATELY. SCOPE OF WORK WARNING: IT ISA V1OLAT1ON OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION FALTERED BY FOLLOWED BY 1-1I5 SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. DATE: 12.'9.I ENTAL HEALTH AND SAF A ARC CIVIL. • ELEC: MECH- rllr►. SYMBO S WALL - EXISTING TO BE REMOVED i - EXISTING TO REMAIN WALL - NEW GWB & STUD WALL - NEW CMU SUB I AL SCHEDULE SCALE: NONE F E DETAILS SCALE: NONE ARCHITECTU PA ERNS CRIPPLE STUD DC IF WELDED 1B EXISTING S B ANCHORAGE C -STUD CK MAINTAIN LEVEL BEARING SURFACE IF SCR ATTACHED MIN. (1) SCREW EACH SIDE 1/4" TAPCON SCR S ct 24" O.C. WITH 3" EMBEDMENT. 1-A" FLUSH WOOD C LABEL 3,-4" H HOLLOW METAL C LABEL TYP. DETA I 16 NON- OADBI 15 ING PARTITION 14 SCA NONE TYP. DETAIL: 12 CK TO EXISTING B 11 AL NONE 0 9 DOOR AND FRA E PES 7 SCALE: NONE B.O. BOTTOM OF BYND BEYOND CLG CEILING DTL DETAIL GWB GYPSUM WALL BOARD MTL METAL O.C. ON CENTER PTD PAINTED RCP REFLECTED CEILING PLAN SIM SIMILAR T.O. TOP OF TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE U/S UNDERSIDE V.I.F. VERIFY IN FIELD ARCHITECTURAL GENERAL NOTES: 1.0 DESIGN, CONSTRUCTION AND SAFETY SHALL CONFORM TO ALL LOCAL, STATE AND OWNER SPECIFIC CODES, INCLUDING (BUT NOT LIMITED TO) THE "NEW YORK STATE UNIFORM FIRE PROTECTION AND BUILDING CODE", LATEST REVISION, THE NFPA 101 LIFE SAFETY CODE, LATEST REVISION, ANSI A117.1 - LATEST REVISION, OSHA, AND ANY OTHER CODES GOVERNED BY THE JURISDICTION IN WHICH THIS PROJECT IS BEING CONSTRUCTED. 2.0 THIS CONTRACT REQUIRES COMPLETE, FINISHED WORKABLE PROJECT OF THE AREAS INDICATED BY THE CONTRACT DOCUMENTS, AND SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO COMPLETE, REGARDLESS OF WHETHER OR NOT ALL WORK OR EACH ITEM IS SPECIFICALLY INDICATED ON ANY OTHER PORTION OF THE DRAWINGS AND / OR NOTES. 3.0 WHERE TERIALS REFERENCED ON DRAWINGS, OR NECESSARY TO COMPLETE THE WORK OF THIS CONTRACT ARE NOT SPECIFIED HEREIN, PROVIDE BEST QUALITY MATERIALS. WHERE MATERIALS ARE INTENDED TO MATCH EXISTING, PROVIDE CLOSEST POSSIBLE MATCH, SUBJECT TO OWNER'S APPROVAL. ALL ITEMS AND WORK ON DRAWINGS ARE NEW, UNLESS INDICATED EXISTING. ALL WORK WHICH HAS BEEN DAMAGED SHALL BE REPAIRED OR REPLACED AT NO COST TO THE O ER. WHERE ITEMS CAN NOT BE REPAIRED TO A "NEW CONDITION", OR ERE THE STRUCTURAL INTEGRITY HAS BEEN AFFECTED, ITEMS SHALL BE REPLACED AT NO COST TO THE OWNER. 4.0 CONTRACTOR IS RESPONSIBLE TO VERIFY ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, NOTIFY THE PROJECT MANAGER, WHO WILL REQUEST CLARIFICATION FROM THE ARCHITECT/ENGINEER AND PROVIDE CLARIFICATION IN WRITING. 5.0 WHERE EXISTING CONSTRUCTION OR ITEMS HAVE BEEN INFILLED, REMOVED AND / OR DISTURBED FOR INSTALLATION OF NEW WORK, CAUSING THE EXPOSURE OF UNFINISHED AND/OR DAMAGED SURFACES RESULTING SURFACES AND INFILLED SURFACES SHALL BE RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED AREAS. ALL ABANDONED OPENINGS (i.e. DUCT/PIPE REMOVALS, ETC.) AT WALLS, ROOF OR FLOOR TO BE INFILLED SOLID. 6.0 WORK IS REQUIRED IN VARIOUS PORTIONS OF THE FACILITY TO EXECUTE WORK OF OTHER TRADES (i.e. ELECTRICAL, MECHANICAL). ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, WORK IS REQUIRED IN THESE AREAS CONSISTING OF REMOVAL / REPLACEMENT OF CEILINGS, WALLS, FINISHES, PAVEMENT AND OTHER CONSTRUCTION AS NECESSARY TO PERFORM WORK AND RESTORE THESE SPACES OR AREAS TO ORIGINAL CONDITION. 7.0 GENERAL CONTRACTOR IS TO COORDINATE WORK OF ALL TRADES. SCHEDULE WORK PROGRESS THROUGHOUT THE ENTIRE PROJECT TO PREVENT CONFLICTS AND INTERFERENCES. OBTAIN ALL NECESSARY INFORMATION SUCH AS SIZES, LOCATIONS, TEMPLATES, LAYOUT, DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER AND WELL COORDINATED INSTALLATION. PRIOR TO INSTALLATION OF ITEMS, VERIFY AND CONFIRM WITH EACH CON CTOR EXACT LOCATION OF ALL ITEMS. 8.0 ALL PENETRATIONS (EXISTING OR NEW )THROUGH FLOORS AND FULL HEIGHT WALLS - IN AREA OF WORK TO BE FIRE STOPPED. ALL GAPS AND JOINTS AT RATED FLOORS, ROOFS AND WALLS TO BE FIRE & SMOKE STOPPED. GAPS AND JOINTS INCLUDE (BUT ARE NOT LIMITED TO) TOP OF WALL TO FLOOR OR ROOF DECK, WALL TO BEAMS, AND CONTROL OR EXPANSION JOINTS. FIRE STOPPING INCLUDES BOTH FORM OR PACKING MATERIAL AND THE FILL, VOID OR CAVITY MATERIAL. 9.0 JOBSITE WILL BE CLEANED DAILY AND DEBRIS REMOVED TO CONTAINERS OR TO VEHICLE WHICH WILL REMOVE DEBRIS FROM CAMPUS. CONTAINERS WILL BE REMOVED AS SOON AS FULL OR WHEN THE PROJECT HAS PROGRESSED TO A POINT THAT A CONTAINER IS NO LONGER REQUIRED. 10.0 CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL AREAS USED TO BRING SUPPLIES AND EQUIPMENT INTO THE PROJECT AREA. ANY DAMAGE TO AREAS OUTSIDE THE PROJECT AREA INCLUDING BUT NOT LIMITED TO THE LOBBY AND CORRIDOR SHALL BE REPAIRED AT NO COST TO THE OWNER. REVISIONS: DATE: 12120112 - ISSUE FOR CONSTRUCTION 1.001161.1201 U a) c E 0 E .6.8621.2 114013.11121151014 3.123211218190116 1191 4.16<efe. w DATE: PROJECT: FACILITY: DESIGN: DRAWN: SCOPE OF WORK, PATTERNS, SYMBOLS, SCHEDULES AND DOOR DETAILS 6 5 ABBREVIATIONS 4 2 NOTES A-000 P0278 / / / / / / / / / / / / / / / / / / / o - FLUSH WOOD C LABEL 3,-4" H HOLLOW METAL C LABEL TYP. DETA I 16 NON- OADBI 15 ING PARTITION 14 SCA NONE TYP. DETAIL: 12 CK TO EXISTING B 11 AL NONE 0 9 DOOR AND FRA E PES 7 SCALE: NONE B.O. BOTTOM OF BYND BEYOND CLG CEILING DTL DETAIL GWB GYPSUM WALL BOARD MTL METAL O.C. ON CENTER PTD PAINTED RCP REFLECTED CEILING PLAN SIM SIMILAR T.O. TOP OF TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE U/S UNDERSIDE V.I.F. VERIFY IN FIELD ARCHITECTURAL GENERAL NOTES: 1.0 DESIGN, CONSTRUCTION AND SAFETY SHALL CONFORM TO ALL LOCAL, STATE AND OWNER SPECIFIC CODES, INCLUDING (BUT NOT LIMITED TO) THE "NEW YORK STATE UNIFORM FIRE PROTECTION AND BUILDING CODE", LATEST REVISION, THE NFPA 101 LIFE SAFETY CODE, LATEST REVISION, ANSI A117.1 - LATEST REVISION, OSHA, AND ANY OTHER CODES GOVERNED BY THE JURISDICTION IN WHICH THIS PROJECT IS BEING CONSTRUCTED. 2.0 THIS CONTRACT REQUIRES COMPLETE, FINISHED WORKABLE PROJECT OF THE AREAS INDICATED BY THE CONTRACT DOCUMENTS, AND SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO COMPLETE, REGARDLESS OF WHETHER OR NOT ALL WORK OR EACH ITEM IS SPECIFICALLY INDICATED ON ANY OTHER PORTION OF THE DRAWINGS AND / OR NOTES. 3.0 WHERE TERIALS REFERENCED ON DRAWINGS, OR NECESSARY TO COMPLETE THE WORK OF THIS CONTRACT ARE NOT SPECIFIED HEREIN, PROVIDE BEST QUALITY MATERIALS. WHERE MATERIALS ARE INTENDED TO MATCH EXISTING, PROVIDE CLOSEST POSSIBLE MATCH, SUBJECT TO OWNER'S APPROVAL. ALL ITEMS AND WORK ON DRAWINGS ARE NEW, UNLESS INDICATED EXISTING. ALL WORK WHICH HAS BEEN DAMAGED SHALL BE REPAIRED OR REPLACED AT NO COST TO THE O ER. WHERE ITEMS CAN NOT BE REPAIRED TO A "NEW CONDITION", OR ERE THE STRUCTURAL INTEGRITY HAS BEEN AFFECTED, ITEMS SHALL BE REPLACED AT NO COST TO THE OWNER. 4.0 CONTRACTOR IS RESPONSIBLE TO VERIFY ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, NOTIFY THE PROJECT MANAGER, WHO WILL REQUEST CLARIFICATION FROM THE ARCHITECT/ENGINEER AND PROVIDE CLARIFICATION IN WRITING. 5.0 WHERE EXISTING CONSTRUCTION OR ITEMS HAVE BEEN INFILLED, REMOVED AND / OR DISTURBED FOR INSTALLATION OF NEW WORK, CAUSING THE EXPOSURE OF UNFINISHED AND/OR DAMAGED SURFACES RESULTING SURFACES AND INFILLED SURFACES SHALL BE RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED AREAS. ALL ABANDONED OPENINGS (i.e. DUCT/PIPE REMOVALS, ETC.) AT WALLS, ROOF OR FLOOR TO BE INFILLED SOLID. 6.0 WORK IS REQUIRED IN VARIOUS PORTIONS OF THE FACILITY TO EXECUTE WORK OF OTHER TRADES (i.e. ELECTRICAL, MECHANICAL). ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, WORK IS REQUIRED IN THESE AREAS CONSISTING OF REMOVAL / REPLACEMENT OF CEILINGS, WALLS, FINISHES, PAVEMENT AND OTHER CONSTRUCTION AS NECESSARY TO PERFORM WORK AND RESTORE THESE SPACES OR AREAS TO ORIGINAL CONDITION. 7.0 GENERAL CONTRACTOR IS TO COORDINATE WORK OF ALL TRADES. SCHEDULE WORK PROGRESS THROUGHOUT THE ENTIRE PROJECT TO PREVENT CONFLICTS AND INTERFERENCES. OBTAIN ALL NECESSARY INFORMATION SUCH AS SIZES, LOCATIONS, TEMPLATES, LAYOUT, DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER AND WELL COORDINATED INSTALLATION. PRIOR TO INSTALLATION OF ITEMS, VERIFY AND CONFIRM WITH EACH CON CTOR EXACT LOCATION OF ALL ITEMS. 8.0 ALL PENETRATIONS (EXISTING OR NEW )THROUGH FLOORS AND FULL HEIGHT WALLS - IN AREA OF WORK TO BE FIRE STOPPED. ALL GAPS AND JOINTS AT RATED FLOORS, ROOFS AND WALLS TO BE FIRE & SMOKE STOPPED. GAPS AND JOINTS INCLUDE (BUT ARE NOT LIMITED TO) TOP OF WALL TO FLOOR OR ROOF DECK, WALL TO BEAMS, AND CONTROL OR EXPANSION JOINTS. FIRE STOPPING INCLUDES BOTH FORM OR PACKING MATERIAL AND THE FILL, VOID OR CAVITY MATERIAL. 9.0 JOBSITE WILL BE CLEANED DAILY AND DEBRIS REMOVED TO CONTAINERS OR TO VEHICLE WHICH WILL REMOVE DEBRIS FROM CAMPUS. CONTAINERS WILL BE REMOVED AS SOON AS FULL OR WHEN THE PROJECT HAS PROGRESSED TO A POINT THAT A CONTAINER IS NO LONGER REQUIRED. 10.0 CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL AREAS USED TO BRING SUPPLIES AND EQUIPMENT INTO THE PROJECT AREA. ANY DAMAGE TO AREAS OUTSIDE THE PROJECT AREA INCLUDING BUT NOT LIMITED TO THE LOBBY AND CORRIDOR SHALL BE REPAIRED AT NO COST TO THE OWNER. REVISIONS: DATE: 12120112 - ISSUE FOR CONSTRUCTION 1.001161.1201 U a) c E 0 E .6.8621.2 114013.11121151014 3.123211218190116 1191 4.16<efe. w DATE: PROJECT: FACILITY: DESIGN: DRAWN: SCOPE OF WORK, PATTERNS, SYMBOLS, SCHEDULES AND DOOR DETAILS 6 5 ABBREVIATIONS 4 2 NOTES A-000 P0278 16 14 1 13 *"NOTE: FOR GANG TOILET ROOMS, USE 42" BAR MOUNTED 12" FROM BACK WALL. 58" 48" 40" r' Cr) LEGEND TOILET 36" GRAB BAR 48" GRAB BAR 18" GRAB BAR TOILET PAPER DISPENSER SANITARY KIN DISPOSAL URINAL : 12 11 10 1 9 KNEE CLEARANCE 15 COAT HOOK LAVATORY 16 ROOM SIGNAGE MIRROR? BABY CHANGING STATION SOAP DISPENSER El DRINKING FOUNTAIN PAPER TOWEL DISPENSER fl BOTTLE -FILLING STATION SANITARY NAPKIN DISPENSER SHELF 7 *3 1/2" MAX. SHELF DEPTH* u 6 1 5 1 4 1 3 1 2 2" 4" ti N 17" IN. 8" MIN. n 17 1$ 18 19 WALL-MOU RECESSED WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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. FIXTURE MOUNTING HEIGHTS SCALE: NONE DESCRIPTION MODEL NUMBER MOUNTING STYLE ACCESSORY SCHEDULE MOU ING HEIGHT MANUFACTURER REMARKS 3r G BAR B- : l SERIES SURFACE 4T GRAB BAR B-5806 SERIES SURFACE 18" GRAB BAR B-5806 SERIES SURFACE TOILET PAPER DISPENSER B-2740 SURFACE SANITARY NAPKIN DISPOSAL B-270 W/ 270-12 LINERS SURFACE MIRROR 2436 SURFACE SOAP DISPENSER SURFACE PAPER Ti <3 'EL DISPENSER VISTA 54338 SURFACE COAT HOOK B-6707 N/A SH CAN EQUAL PROD TS BY BRADL B-2280 / B-2270-3 LINER OR A N/A ACCEPTABLE ONLY ITH APPROVAL OF ARCHITECT/OWNER SEE MOUNTING HEIGHT DIAGRAM ABOVE. BOBRICK BOBRICK BOBRICK BOBRICK SATIN FINISH. SATIN FINISH. SATIN FINISH. CAST ALUMINUM, SATIN FINISH. BOBRICK BOBRICK SATIN FINISH. WELDED -FRAME, SATIN FINISH. SUPPLIED BYO ER GEORGIA PACIFIC BOBRICK BOBRICK PUSH PADDLE OPERATION. SATIN -FINISH STAINLESS STEEL. OPEN CONTAINER. ACCESSORY SCHEDU E SCALE: NONE 1 60" k i WHEELC R TURNING RADIUS 60" 30" CLEARANCE AT WALL -MOUNTED WATER CLOSET CLEARANCE AT LAVATORY (NO OTHER FIXTURES PERMITTED IN THIS (NO OTHER FIXTURES PERMITTED IN SPACE) THIS SPACE) 00000 r ACCEPTABLE CL NCE OVERLAPS MANEUVERING CLEA NCES 16 15 14 12 11 10 9 8 7 5 4 2 1 SCALE: NONE P FAC. YIES E -GI ""'' RING ENVIRONM AL H' TH AND SA ARC CIVIL ELEC: MECH. DATE: REVISIONS: DATE: 12/20/12 - ISSUE FOR CONSTRUCTION St123 01 IMP DATE: December 20, 2012 PROJECT: 70302 FACILITY: 2039H DESIGN: J. RUBEN D WN: jsr OUNTING HEIGHTS, CLEARANCES AND ACCESSORY SCHEDULE A-001 P0278 6 4 2 0 OFFICE 196SF 222 OFFICE 351SF CORRIDOR EXISTING CORRIDOR FINISHES TO REMAIN 200TA MEN 189SF CORR. 2 /4 OFFICE 196SF OFFICE 351SF ACCESSIBLE STALL 200CA EXISTING CORRIDOR FINISHES TO REMAIN 200TA LOBBY 161SF 0 2 4._1, GENERAL NOTES: 1.0 ALL ACCESSIBLE RESTROOM COMPONENTS MUST COMPLY WITH ADA STANDARDS, ICC/ANSI A117.1 STANDARDS AND CORNELL UNIVERSITY DESIGN STANDARDS. REFER TO SHEET A-002 FOR ADA MOUNTING HEIGHT REQUIREMENTS. ACCESSIBLE FIXTURES ARE KED AS SUCH ON THE PLAN AND MUST COMPLY WITH MOUNTING HEIGHT REQUIREMENTS ON A- 001. ALL OTHER FIXTURES MAY BE MOUNTED AT STANDARD HEIGHTS. 2.0 ASBESTOS CONTAINING MATERIALS (ACM) WILL BE MANAGED BY OWNER INCLUDING TESTING AND ABATEMENT UNDER SEPARATE CONTRACTS. IF CON CTORS UNCOVER OR SUSPECT ASBESTOS CONTAINING MATERIALS THEY ARE TO STOP WORK AND NOTIFY OWNER . KEYED DEMOLITION NOTES: QREMOVE DOOR AND FRAME ASSEMBLY. 0 REMOVE ALL TOILET ROOM ACCESSORIES INCLUDING MIRRORS, DISPENSERS, LEDGES, PARTITIONS, GRAB BARS, COAT HOOKS, ETC. REMOVE ALL FIXTURES, REFER TO PLUMBING DRAWINGS. REMOVE CHASE WALL Q REMOVE CMU PARTITION WALL. Q REMOVE FLOOR AND WALL TILE THROUGHOUT, INCLUDING BACKING MATERIAL. DEMO FINISH TO CMU WALL BELOW. Q REMOVE PLASTER CEILING THROUGHOUT. QREMOVE LAY -IN CEILING AT THIS PORTION OF CORRIDOR. ALL OTHER CORRIDOR CEILING TO REMAIN. Q REMOVE VCT TILE FLOORING AT THIS PORTION OF CORRIDOR. ALL OTHER CORRIDOR FLOORING TO REMAIN. 10 EXISTING RECESSED ELECTRICAL PANEL TO REMAIN. 11 EXISTING RECESSED FIRE EXTINGUISHER CABINET TO REMAIN. 12 REMOVE EXISTING DRINKING FOUNTAIN, REFER TO PLUMBING DRAWINGS. 13 SUSPECT ACM FLOOR TILE TO BE REMOVED BY OUTSIDE CONTRACTOR. 14 DEMO WALL AS REQUIRED TO MAKE CONNECTIONS FOR FUTURE SINGLE OCCUPANT RESTROOM. DEMO EXISTING CMU WALL AS REQUIRED TO ACCESS P BING. KEYED CONSTRUCTION NOTES: 01 CONSTRUCT FULL HEIGHT CHASE WALL, 3" MTL FRAMING WITH (1) LAYER 5/8" FIBEROCK AQUA -TOUGH ONE SIDE AND 3" ACOUSTICAL BATT INSULATION. Q CONSTRUCT NEW C U PARTITION WALL, TOOTH INTO EXISTING CORRIDOR WALL. Q INSTALL TOILET PARTITIONS AND URINAL SCREENS, SEE ELEVATIONS ON A-300 AND A-301. 04 INSTALL PLUMBING FIXTURES, SEE PLUMBING DRAWINGS. REFER TO ADA MOUNTING HEIGHT DIAGRAM ON SHEET A-001. ACCESSIBLE FIXTURES ARE MARKED AS ADA ON THE PLAN. Q INSTALL TOILET ROOM ACCESSORIES. REFER TO ELEVATIONS ON A-300 AND A-301 FOR ACCESSORY IDENTIFICATION AND ADA MOUNTING HEIGHT DIAGRAM ON SHEET A-001 FOR MOUNTING HEIGHTS AND ACCESSORY SCHEDULE. Q NEW DRINKING FOUNTAIN AND BOTTLE FILLING STATION, SEE PLUMBING DRAWINGS. Q REPAIR CORRIDOR FLOOR TILE AS REQUIRED WHERE WATER FOUNTAIN WAS REMOVED. Q REPLACE VCT TILE IN THIS AREA. MATCH ADJACENT VCT IN CORRIDOR. Q 24" DEEP SINK COUNTER, SEE FINISH P ON A-101. 10 FUTURE SINGLE OCCUPANT RESTROOM LOCATION. PREPARE ALL INFRASTRUCTURE FOR FUTURE INSTALLATION, SEE PLUMBING AND MECHANICAL DRAWINGS. 11 INSTALL NEW FLOOR DRAIN, SEE PLUMBING DRAWINGS. SEE FINISH PLAN ON A-101 FOR DRAIN INTEGRATION INTO FLOOR TILE LAYOUT. FILL S ; # AROUND N DRAIN TO PROVIDE A LEVEL FLOOR SURFACE PRIOR TO POURING UNDERLAYMENT, ARDEX LT -65 LITE -TECH LIGHTWEIGHT FLOORING. INSTALL PER MANUFACTURERS INSTRUCTIONS. 13 PROVIDE SMOOTH FLOOR SURFACE FOR TILE, ARDEX K 15 PREMIUM 0 SELF -LEVELING UNDERLAYMENT. SCARIFY EXISTING SLAB TO THE EXTENT REQUIRED. FINISHED FLOOR MAY NOT EXCEED 2% SLOPE. RESTORE CMU WALLS WHERE DEMOLISHED FOR ACCESS TO PLUMBING. AT DRINKING FOUNTAIN LOCATION, FINISH INFILLED AREA TO MATCH ADJACENT CORRIDOR WALLS. 15 CONSTRUCT FULL HEIGHT CHASE WALL, 3" MTL FRAMING WITH (1) LAYER 5/8" GWB ONE SIDE AND 3" ACOUSTICAL BATT INSULATION. RUN GWB CONTINUOUS OVER FACE OF CONCRETE COLUMN. WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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. D SA ARCH' CIVIL ELEC. MECH. REVISIONS: DATE: 12/20/12 - ISSUE FOR CONSTRUCTION w A E PARTIA SECOND FLOOR DE 0 IT ON P SCALE: 1/4" = 1'-0" PARTIA SECOND F OOR CONSTRUCTION P SCALE: 1/4" =11-0" NOTES 16 15 14 13 12 11 10 9 7 6 5 DATE: PROJECT FACILITY: DESIGN: D December 20, 2012 2039H J. RUBEN PARTIAL SECOND FLOOR DEMOLITION AND CONSTRUCTION PLANS A-100 P0278 6 5 1 14 2 0 16 OFFICE 196SF OFFICE 351 SF EXISTING CEILING FINISH Tp -REMAIN_-_ 14 2 ALE: 114 =V-0" PART A SECOND FLOOR REFLECTED CEILING P 13 I 12 1 11 SCALE: 1/4" = 1'-0" 0 OFFICE 196SF OFFICE 351SF LOBBY 161SF 9 8 2 SCALE: 1/41'-0" PARTIAL SECOND FLOOR FINISH P N 7 1 6 5 SCALE: /4" = 1'-0" GENERAL NOTES: 1.0 PROVIDE 3' X 3' SAMPLE OF EACH PAINT COLOR UNDER FINISHED LIGHTING CONDITIONS FOR OWNER/ARCHITECT APPROVAL 2.0 NEW CEILINGS SCHEDULED TO BE 9'-O" A.F.F. THIS HEIGHT IS DEPENDENT UPON EXISTING CONDITIONS ABOVE PLASTER CEILINGS AND MAY BE CHANGED IN THE FIELD. KEYED CONSTRUCTION NOTES: Q 24" DEEP SINK COUNTER, 3/4" THICK DUPONT ZODIAQ, LUNAR PEARL, WITH MATCHING 4" HIGH BACKSPLASH. UNDERMOUNT CORIAN 810 SINK, GLACIER WHITE, SEE PLUMBING DRAWINGS. AT MEN'S ROOM COUNTER, PROVIDE 10" X 10" OPENING FOR TRASH RECEPTACLE BELOW CENTERED BETWEEN SINK AND WALL, 6" FROM COUNTER EDGE. Q AT WOMENS ROOM DOOR, PROVIDE SMOOTH TRANSITION FROM CORRIDOR FLOOR FINISH TO RESTROOM FLOOR FINISH AND COVER NSITION WITH FLAT STAINLESS STEEL THRESHOLD TO MATCH WID OF DOOR JAMB. THRESHOLD HEIGHT IS NOT TO EXCEED 1/8 INCH. 0 CONSTRUCT 6" WIDE GYP BOARD SOFFIT, BOTTOM OF SOFFIT AT 7'-6" A.F.F. 04 PROVIDE WALL MOUNTED FLAT AND B j P E STYLE ROOM SIGNS TO MATCH EXISTING BUILDING SIGNAGE. REFER TO MOUNTING HEIGHT DIAGRAM ON A-001 FOR MOUNTING HEIGHT INFORMATION. Q REPAINT ENTIRE SECTION OF CORRIDOR WALL HERE WALL HAS BEEN ALTERED. EXISTING CEILING TILE AND GRID TO REMAIN. REPAIR AS REQUIRED AT NEW SOFFIT AND WALL. LAVIN LIGHT FIXTURE, SEE ELECTRICAL D WINGS. COORDINATE LOCATION OF 8X8 FLOOR DRAIN COVER WITH FLOOR TILE LAYOUT AS SHOWN. Q AT MEN'S ROOM DOOR, PROVIDE TRANSITION BETWEEN NEW VCT IN CORRIDOR AND NEW TILE IN RESTROOM EQUAL TO SCHLUTER RENO -U PROFILE, ANODIZED ALUMINUM. PAINT NEW GYP WALL TO MATCH ADJACENT WALLS. NEW SPRINKLER HEAD, SEE FIRE PROTECTION DRAWINGS. AT NEW SPRINKLER HEADS IN CORRIDOR, REPAIR ANY DAMAGED CEILING TILE OR GRID AS REQUIRED. MATCH EXISTING CEILING SYSTEM FINISHES. NEW DIFFUSER, SEE MECHANICAL DRAWINGS. ARCHITECTURAL FINISHES: PAINT GENERAL PAINT SPECIFICATIONS: FOR CMU AND GWB PARTITION WALLS: 1ST COAT: S -W HARMONY LOW ODOR INTERIOR LATEX PRIMER 2ND COAT: S -W DURATION HOME INTERIOR LATEX EGGSHELL 3RD COAT: S -W DURATION HOME INTERIOR LATEX EGGSHELL HOLLOW METAL FRAMES: 1ST COAT: S -W PRO INDUSTRIAL PRO-CRYL PRIMER 2ND COAT: S -W PROMAR 200 LATEX EGGSHELL 3RD COAT: S -W PRO ° x ` 200 LATEX EGGSHELL 0 PAINT WALLS ABOVE TILE SHERWIN WILLIAMS WOOL SKEIN SW 6148 0 PAINT DOOR FRAME INTERIOR RESTROOM SIDE SHERWIN WILLIAMS SUPERIOR BRONZE SW 6153 PAINT DOOR FRAME CORRIDOR SIDE TO MATCH EXISTING FRAME COLOR P4 PAINT CORRIDOR WALLS TO MATCH EXISTING CORRIDOR COLOR TILE 0 FLOOR TILE: BEST TILE GLAM GALA UNGLAZED PORCELAIN FLOOR TILE,12X24, COFFEE, STACKED BOND PATTERN. COORDINATE WITH FLOOR DRAIN LOCATION, SEE PLAN. GROUT: MATCH LATICRETE SPECTRALOCK PRO PREMIUM #35 MOCHA. WALL TILE: INSTALL TO 5'-O" A.F.F. AMERICAN OLEAN URBAN CANVAS WALL TILE, 4 X12, MATTE BISCUIT, RUNNING BOND PATTERN. TOP COURSE, USE 4X12 SURFACE BULLNOSE S -44C9. TRIM: SCHLUTER 5/16" QUADEC BRUSHED STAINLESS STEEL EDGE PROFILE Q80EB AT OUTSIDE CORNERS. VERIFY THICKNESS OF CUT WALL TILES BEFORE FINALIZING PROFILE DIMENSION FOR SUBMITTAL. GROUT: MATCH LATICRETE SPECTRALOCK PRO PREMIUM #35 MOCHA. FLOOR TILE: MATCH 12X12 VCT IN CORRIDOR. AVOID CUT TILES WHERE NEW TILES ARE ADJACENT TO EXISTING. CEILING C1 CEILING GRID: ARMSTRONG PRELUDE 5/16" EXPOSED TEE SYSTEM, WHITE CEILING TILE: 24 X 24 X 5/8" ARMSTRONG FINE FISSURED #1728 SQUARE LAYIN TILE, WHITE NOTES ARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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. APP F' ILITiES ENGINEERING ENVIRO AR CIVIL: AND DATE: Z. (5. r ELEC. Cit- MECH: R SIONS: DATE: 12/20/12 - ISSUE FOR CONSTRUCTION A PARTIAL SECOND FLOOR REFLECTED CEILING AND FINISH PLANS 16 4 1 13 1 12 1 11 1 10 GENERAL NOTES: 1.0 REFER TO SHEET A-001 FOR MOUNTING HEIGHTS AND ACCESSORY SCHEDULE. 2.0 REFER TO PLAN ON A-100 FOR IDENTIFICATION OF FIXTURES REQUIRED TO BE ADA COMPLIANT. 3.0 MOUNT ALL TOILET ROOM ACCESSORIES ACCORDING TO MOUNTING HEIGHT DIAGRAM ON A-001 UNLESS NOTED OTHERWISE. WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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. FIN. FLOOR 0'-0" FIN. FLOOR 0'-0" 0 2 SCALE: 1I21'-0' KEYED CONSTRUCTION NOTES: FA ITI=- ENGINEERING Q SINK COUNTER WITH DUPONT ZODIAQ QUARTZ SURFACE, 3/4" THICK, LUNAR PEARL, WITH MATCHING 4" HIGH BACKSPLASH. Q FLOOR MOUNTED OVERHEAD -BRACED TOILET PARTITIONS, BOBRICK 2082 SERIES SOLID PHENOLIC DURALINE MAXIMUM HEIGHT PARTITIONS, STANDARD COMMERCIAL HARDWARE, FINISH TO MATCH ARBORITE P-705 CA WHITE SPECKLE. PROVIDE COAT HOOK ON INSIDE OF EACH STALL DOOR, BOBRICK B-6707. Q WALL MOUNTED URINAL SCREENS, BOBRICK 1085 SERIES SOLID PHENOLIC DURALINE, 18" WIDE X 48" HIGH, FINISH TO MATCH ARBORITE P-705 CA WHITE SPECKLE. Q WALL -MOUNTED ADJUSTABLE LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. Q CLEAN OUT COVER. COORDINATE LOCATION WITH TILE YOUT AND PLUMBING DRAWINGS. Q WALL -MOUNTED ' NOTIFICATION DEVICE, SEE ELECTRICAL DRAWINGS. • 10" X 10" ACCESS PANEL, SEE SHEET MP -501 FOR SPECIFICATION. BOTTOM TRIM OF PANEL TO BE 2" ABOVE TOP COURSE OF WALL TILE. PAINT PANEL TO MATCH WALL. E AL'; THANDSA ARC CIVIL. ELEC- MECH: REVISIONS: DATE; 12/20/12 - ISSUE FOR CONSTRUCTION A SCALE: /2" = 1'- INTERIOR ELEVATION SCALE: /2" = 1' - ARCHITECTURAL FINISHES: FIN. FLOOR 0'-0" SCALE 1/2'=1'-0" SCALE; 1/2"=1'-0" SCALE: SCALE: 1/2" = 1'-0" PAINT GENERAL PAINT SPECIFICATIONS: FOR CMU AND GWB PARTITION WALLS: 1ST COAT: S -W HARMONY LOW ODOR INTERIOR LATEX PRIMER 2ND COAT: S -W DURATION HOME INTERIOR LATEX EGGSHELL 3RD COAT: S -W DURATION HOME INTERIOR LATEX EGGSHELL HOLLOW METAL F ES: 1ST COAT: S -W PRO INDUSTRIAL PRO-CRYL PRIMER 2ND COAT: S -W PRO R 200 LATEX EGGSHELL 3RD COAT: S -W PROMAR 200 LATEX EGGSHELL 0 PAINT WALLS ABOVE TILE SHERWIN WILLI S WOOL SKEIN SW 6148 Q PAINT DOOR F ' ' f,E INTERIOR RESTROOM SIDE SHERWIN WILLIAMS SUPERIOR BRONZE SW 6153 Q PAINT DOOR FRAME CORRIDOR SIDE TO MATCH EXISTING FRAME COLOR TILE 0 FLOOR TILE: BEST TILE GLAM GALA UNGLAZED PORCELAIN FLOOR TILE,12X24, COFFEE, STACKED BOND PATTERN. COORDINATE WITH FLOOR DRAIN LOCATION, SEE PLAN. GROUT: MATCH LATICRETE SPECTRALOCK PRO PREMIUM #35 MOCHA. T2 WALL TILE: INSTALL TO 5'-0" A.F.F. AMERICAN GLEAN URBAN CANVAS WALL TILE, 4 X12, MATTE BISCUIT, RUNNING BOND PATTERN. TOP COURSE, USE 4X12 SURFACE BULLNOSE S -44C9. TRIM: SCHLUTER 5/16" QUADEC BRUSHED STAINLESS STEEL EDGE PROFILE Q80EB AT OUTSIDE CORNERS. VERIFY THICKNESS OF CUT TILES BEFORE FINALIZING PROFILE DIMENSION FOR SUBMITTAL. GROUT: MATCH LATICRETE SPECTRALOCK PRO PREMIUM #35 MOCHA. CEILING 0 CEILING GRID: ARMSTRONG PRELUDE 5/16" EXPOSED TEE SYSTEM, WHITE CEILING TILE: 24 X 24 X 5/8" ARMSTRONG FINE FISSURED #1728 SQUARE LAPIN TILE, WHITE ACCESSORIES: 06 **REFER TO ACCESSORY SCHEDULE ON SHEET A-001** WALL C.O. ACCESS PANEL t' . INTERIOR ELEVATIONS SCALE 1/2'=1'-0" INTERIOR ELEVATION SCALE: 1/2" = 1'-0" INTERIOR E EVATION SCALE: /2" =11-0" NOTES 16 15 14 12 11 10 8 7 6 5 2 1 6 4 1 1 12 1 11 1 10 2'-O" 1/8" CHAMFERED EDGE GENERAL NOTES: 1.0 REFER TO SHEET A-001 FOR MOUNTING HEIGHTS AND ACCESSORY SCHEDULE. 2.0 REFER TO PLAN ON A-100 FOR IDENTIFICATION OF FIXTURES REQUIRED TO BE ADA COMPLIANT. 3.0 MOUNT ALL TOILET ROOM ACCESSORIES ACCORDING TO MOUNTING HEIGHT DIAGRAM ON A-001 UNLESS NOTED OTHERWISE. ARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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. AP VAL: DATE: A T.O. COUNTER 2'-10" A.F.F. PROVIDE BLOCKING AS REQUIRED TO SUPPORT COUNTERTOP F ME WRAP ALL EXPOSED PIPES, SEE PLUMBING DRAWINGS oh FIN. FLOOR 0.-0" KEYED CONSTRUCTION NOTES: FAIL TIES ENGINE RING Q SINK COUNTER WITH DUPONT ZODIAQ QUARTZ SURFACE, 3/4" THICK, LUNAR PEARL, WITH MATCHING 4" HIGH BACKSPLASH. FLOOR MOUNTED OVERHEAD -BRACED TOILET PARTITIONS, BOBRICK 2082 SERIES SOLID PHENOLIC DURALINE MAXIMUM HEIGHT PARTITIONS, STANDARD COMMERCIAL HARDWARE, FINISH TO MATCH ARBORITE P-705 CA WHITE SPECKLE. PROVIDE COAT HOOK ON INSIDE OF EACH STALL DOOR, BOBRICK B-6707. 03 WALL MOUNTED URINAL SCREENS, BOBRICK 1085 SERIES SOLID PHENOLIC DURALINE, 18" WIDE X 48" HIGH, FINISH TO MATCH ARBORITE P-705 CA ITE SPECKLE. Q WALL -MOUNTED ADJUSTABLE LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS. ENVIRONMENTAL HEALTH AND SAF ARC ' CIVIL. ELEC: MECH. REVISIONS: DATE 12/20/12 - ISSUE FOR CONSTRUCTION Q CLEAN OUT COVER. COORDINATE LOCATION WITH TILE LAYOUT AND PLUMBING DRAWINGS. Q ALIGN INSIDE FACE OF PARTITION PANEL WITH FACE OF GYP PARTITION WALL. 0 WALL -MOUNTED NOTIFICATION DEVICE, SEE ELECTRICAL DRAWINGS. Q 10" X 10" ACCESS PANEL, SEE SHEET MP -501 FOR SPECIFICATION. BOTTOM TRIM OF PANEL TO BE 2" ABOVE TOP COURSE OF WALL TILE. PAINT PANEL TO MATCH WALL. TYPICAL COUNTER SECTION SCALE: 2" = 1,-0" B.O. CLG 9'-O" A.F.F.. ARCHITECTURAL FINISHES: PAINT GENERAL PAINT SPECIFICATIONS: FOR CMU AND GWS PARTITION WALLS: 1ST COAT: S -W HARMONY LOW ODOR INTERIOR LATEX PRIMER 2ND COAT: S -W DURATION HOME INTERIOR LATEX EGGSHELL 3RD COAT: S -W DURATION HOME INTERIOR LATEX EGGSHELL HOLLOW METAL FRAMES: 1ST COAT: S -W PRO INDUSTRIAL PRO-CRYL PRIMER 2ND COAT: S -W PROMAR 200 LATEX EGGSHELL 3RD COAT: S -W PROMAR 200 LATEX EGGSHELL P1 PAINT WALLS ABOVE TILE SHERWIN WILLIAMS WOOL SKEIN SW 6148 P2 PAINT DOOR FRAME INTERIOR RESTROOM SIDE SHERWIN WILLIAMS SUPERIOR BRONZE SW 6153 0 PAINT DOOR FRAME CORRIDOR SIDE TO MATCH EXISTING FRAME COLOR TILE 0 FLOOR TILE: BEST TILE GLAM GALA UNGLAZED PORCELAIN FLOOR TILE,12X24, COFFEE, STACKED BOND PATTERN. COORDINATE WITH FLOOR DRAIN LOCATION, SEE PLAN. GROUT: MATCH LATICRETE SPECTRALOCK PRO PREMIUM #35 OCHA. (FIN. FLOOR 0,-0" FIN. FLOOR 0,-0" 0 s 2 SCALE: 112"=1'-0" INTERIOR ELEVATION SCALE: 1/2" = 1'-0" 2 INTERIOR ELEVAT ON SCALE: 1/2" = 1'-0" B.O. CLG 9'-O" A.F.F. B.O. CLG 9'-O" A.F.F. WALL TILE: INSTALL TO 5'-O" A.F.F. AMERICAN OLEAN URBAN CANVAS WALL TILE, 4 X12, MATTE BISCUIT, RUNNING BOND PATTERN. TOP COURSE, USE 4X12 SURFACE BULLNOSE S -44C9. TRIM: SCHLUTER 5/16" QUADEC BRUSHED STAINLESS STEEL EDGE PROFILE Q80EB AT OUTSIDE CORNERS. VERIFY THICKNESS OF CUT WALL TILES BEFORE FINALIZING PROFILE DIMENSION FOR SUBMITTAL. GROUT: MATCH LATICRETE SPECTRALOCK PRO PREMIUM #35 MOCHA. CEILING CEILING GRID: ARMSTRONG PRELUDE 5/16" EXPOSED TEE SYSTEM, WHITE CEILING TILE: 24 X 24 X 5/8" ARMSTRONG FINE FISSURED #1728 SQUARE LAYIN TILE, WHITE ACCESSORIES: 06 **REFER TO ACCESSORY SCHEDULE ON SHEET A-001** DATE: PROJECT: h 70302 FACILITY: 2039H DESIGN: FIN. FLOOR 0'-O" FIN. FLOOR 0'-0" 0 CALE: 112"=1'-0" SCALE: =1 _tl" 16 14 12 11 INTERIOR ELEVATION 10 SCALE: /2" = 1'-0" INTERIOR ELEVATION SCALE: 1/2" = 1'-0" NOTES A-301 P0278 8 7 6 2 6 4 12 10 TO BE REMOVED TO BE REMAIN 'NAME' (E) POINT OF CONNECTION POINT OF DIS ECTION EXISTING PIPING PLEASE NOTE IF EXISTING 'E IS DED ti 999 NEW EQUIPMENT EXISTING EQUI ENT D ON / R BVD KEYNOTE - DEMOLITION KEYNOTE - NEW WOI BREAK LINE NORTH ARROW ROOM NUMBER SECTION K GENE SYMBOLOGY TAG NO. 7 X T DOUBLE UNE REGISTER, GRILLE, DIFFUSER NECK /CONNECTION SIZE CFM, GPM, CAPACITY SINGLE LINE DUCT UP (SUPPLY) DUCT DOWN (SUPPLY) DUCT UP (EXHAUST OR RETURN) DUCT DOWN (EXHAUST OR RETURN) SUPPLY UP THROUGH NEXT FLOOR/ROOF EXHAUST OR RETURN UP THROUGH NEXT FLOOR/ROOF RECTANGULAR ELBOW W/TURNING VANES RECTANGULAR ELBOW 4 4 4 FD 4 ACOUSTICALLY UNED DUCTWORK VOLUME DAMPER FIRE DAMPER KE IIxi FIRE D SMOKE AUTOMATIC LOUVERED DAMPER FLEXIBLE DUCT AIR FLOW DUCT AIR FLOW VD Fl MECHANICAL C 0 rm WC LAV MS FD DPCO WPCO WA PIPE DOWN PIPE UP BOTTOM PIPE CO CTi4 TOP PIPE CONNECTION FLANGE CONNECTION UNION CONNECTION DIRECTION OF FLOW PITCH PIPING (DOWN) TOR PIPING REDUCER (ECCENTRIC) PIPING RED (CO E' ISO VALVE CAP OR PLUG WATER CLOSET LAVATORY MOP SINK FLOOR DRAIN DECK PLATE CLEAN OUT WALL PLATE CLEAN OUT IC) SAN DCW WHA - CD CHWS C GWS - GWR HWS HWR HWRG AW --- CW . - TW - N - G - SP V S SANITARY CONDENSATE DRAIN CHILLED WATER SUPPLY CHILLED WA' EN RETURN GLYCOL HEATING SUPPLY GLYCOL HEATING RETURN HOT WATER HEATING SUPPLY HOT WATER HEATING RETURN HOT WA 1 tR RECIRC ACID WASTE PIPING DOMESTIC COLD WATER SUPPLY DOMESTIC HOT WA FJ' SUPPLY TEMPERED WATER NITROGEN PIPING NATURAL GAS PIPING SPRINKLER PIPING COMPRESSED AIR PIPING VENT PIPING SANITARY PIPING DOMESTIC HOT WATER DOMESTIC COW WATER WATER HAMMER ARRESTOR IP NG SYMBOLOGY 16 15 14 3 MECHANICAL SUB I A S SECTION MATERIAL SHOP DRAWINGS COORDINATION DRAWINGS AS BUILT DRAWINGS PRODUCT DATA SCHEDULES WIRING DIAGRAMS CALCULATIONS SAMPLES STANDARDS QUALIFICATIONS CERTIFICATIONS MANUFACTURER'S INSTRUCTIONS INSPECTION & TEST REPORTS OPERATION & MAINTENANCE DATA WARRANTIES & BONDS VALVES BALL VALVES QUALIFICATIONS CERTIFICATIONS MANUFACTURER'S INSTRUCTIONS I X OPERATION & MAINTENANCE DATA WARRANTIES & BONDS GENERAL WELDING CERTIFICATES TESTING, ADJUSTING AND BALANCING CERTIFIED TEST REPORT X VALVES BALL VALVES X X X DUCT RK SYSTEMS RECTANGULAR DUCTWORK X HANGERS & SUPPORTS PIPE HANGERS X X X X ROUND DUCTWORK X TRAPE7F HANGERS X X X X DUCT LINER METAL FRAMING SYSTEMS X X X SEALING & GAS - ING MATERIALS X THERMAL SHIELD INSERTS X SHOP CONSTRUCTION STANDARDS FASTENERS X X X X AIR DUCT ACCESSORIES VOLUME D PERS INSULATION X X X FLANGE CONNECTORS PIPING SYSTEMS X X TURNING VANES SPECIALTIES X X FLEXIBLE CONNECTORS JOINING MATERIALS X GRILLES & DIFFUSERS FIXTURES WATER CLOSETS 1 FLUSH VALVES / SEATS X X X X X , MECHANICAL SUBMITTAL SCHEDULE P B NG SUB A S SECTION MATERIAL SHOP DRAWINGS 1 COORDINATION DRAWINGS AS BUILT DRAWINGS PRODUCT DATA SCHEDULES WIRING DIAGRAMS CALCULATIONS [SAMPLES STANDARDS QUALIFICATIONS CERTIFICATIONS MANUFACTURER'S INSTRUCTIONS I INSPECTION & TEST REPORTS OPERATION & MAINTENANCE DATA WARRANTIES & BONDS GENERAL WELDING CERTIFICATES X VALVES BALL VALVES X HANGERS & SUPPORTS PIPE HANGERS X X X X TRAPE7F HANGERS X X X X METAL FRAMING SYSTEMS X X X THERMAL SHIELD INSERTS X FASTENERS X X X INSULATION PIPING INSULATION X X PIPING SYSTEMS PIPES, TUBES, FITINGS X SPECIALTIES X JOINING MATERIALS FIXTURES WATER CLOSETS 1 FLUSH VALVES / SEATS X X X LAVATORIES / FAUCETS X X X FLOOR DRAINS X X X TRAP PRIMERS X X X DRINKING FOUNTAINS / WATER COOLERS X X ACCESSORIES WALL CLEANOUTS X CARRIERS X ADA LAVATORY EXPOSED PIPING INSULATION X GENERAL CONSTRUCTION NOTES: 11.0 WHERE MATERIALS REFERENCED ON DRAWINGS, OR NECESSARY TO COMPLETE THE WORK OF THIS CONTRACT ARE NOT SPECIFIED HEREIN, THEN ASSUME THAT THE HIGHEST QUALITY MATERIALS ARE TO BE USED. APPROVAL SHALL BE GAINED BY THE OWNER'S AUTHORIZED AGENT PRIOR TO INSTALLATION OF SAID MATERIAL. 12.0 WHERE MATERIALS ARE INTENDED TO MATCH EXISTING WORK, PROVIDE CLOSEST POSSIBLE MATCH, SUBJECT TO APPROVAL BY OWNER'S AUTHORIZED AGENT PRIOR TO INSTALLATION. 0 ALL WORK WHICH HAS BEEN DAMAGED SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE UNIVERSITY. WHERE ITEMS CAN NOT BE REPAIRED TO A "NEW CONDITION", OR WHERE THE STRUCTURAL INTEGRITY HAS BEEN COMPROMISED, ITEMS SHALL BE RESTORED OR REPLACED AT NO ADDITIONAL COST TO THE UNIVERSITY. 14.0 THE CONTRACTOR SHALL REMOVE WHATEVER NEEDS TO BE REMOVED TO ACCOMMODATE THE WORK. THE CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING, AS REQUIRED, TO RESTORE ALL EXISTING MATERIALS AND FINISH SURFACES. SEE DEMOLITION DRAWINGS FOR GENERAL REPRESENTATION OF REMOVED MATERIALS. VERIFY AND CONFIRM WITH OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE WHICH ITEMS ARE TO BE SAVED FOR OWNER'S USE OR REINSTALLATION BY THE CONTRACTOR. 15.0 WHERE EXISTING CONSTRUCTION IS REMOVED, CAUSING AN EXPOSURE OF UNFINISHED AND/OR DAMAGED SURFACES, RESULTING SURFACE SHALL BE RECONSTRUCTED WITH MATERIALS TO MATCH FINISHED AREAS. 16.0 ALL CONTRACTORS ARE TO COORDINATE THE WORK OF EACH OTHER, SO THAT THE WORK AND SCHEDULE ARE NOT IMPEDED. SCHEDULE WORK PROGRESS THROUGHOUT THE ENTIRE PROJECT TO PREVENT CONFLICTS AND INTERFERENCES. OBTAIN ALL NECESSARY INFORMATION SUCH AS SIZES, LOCATIONS, TEMPLATES, LAYOUTS, DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER AND WELL COORDINATED LAYOUT. PRIOR TO INSTALLATION OF ITEMS, VERIFY AND CONFIRM WITH EACH CONTRACTOR EXACT LOCATION OF ALL ITEMS. 17.0 WORK IS REQUIRED IN VARIOUS PORTIONS OF THE FACILITY TO EXECUTE WORK OF OTHER TRADES. ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, WORK IS REQUIRED IN THESE AREAS CONSISTING OF REMOVAL REPLACEMENT OF CEILINGS, WALLS, FINISHES, AND OTHER CONSTRUCTION NECESSARY TO PERFORM WORK AND RESTORE THESE SPACES OR AREAS TO ORIGINAL CONDITION. 0 ALL PENETRATIONS THROUGH FLOOR AND FULL HEIGHT WALLS ARE TO BE FIRESTOPPED IN ACCORDANCE WITH UL STANDARDS. ALL GAPS AND JOINTS AT RATED FLOORS, ROOFS AND WALLS ARE TO BE FIRE AND SMOKE STOPPED. CAPS AND JOINTS INCLUDE (BUT ARE NOT LIMITED TO) TOP OF WALL TO FLOOR OR ROOF DECK, WALL TO BEAMS, AND CONTROL OR EXPANSION JOINTS. FIRESTOPPING INCLUDES BOTH FORM OR PACKING MATERIAL AND THE FILL, VOID OR CAVITY MATERIAL. 19.0 REMOVE DEBRIS AND OTHER MATERIALS RESULTING FROM DEMOLITION FROM SITE AS DEMOLITION WORK PROGRESSES. REMOVE RUBBISH FROM JOB SITE REGULARLY AND LEAVE PREMISES, AND WORK AREA IN A CLEAN CONDITION. 20.0 COORDINATE ALL WORK BETWEEN RESPECTIVE TRADES SO THAT THE WORK AND SCHEDULE ARE NOT IMPEDED. OBTAIN ALL NECESSARY INFORMATION SUCH AS SIZES, LOCATIONS, LAYOUT, DIMENSIONS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER AND WELL COORDINATED INSTALLATION. 21.0 PRIOR TO PROJECT COMPLETION, THE CONTRACTOR SHALL CLEAN PREMISES FOR OCCUPANCY BY OWNER. CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO; REMOVAL OF GREASE, MASTIC, ADHESIVE, DUST, DIRT, STAINS, =ELS AND OTHER FOREIGN MATERIALS FROM EXPOSED SURFACES; EXTERNAL SURFACE OF ALL EQUIPMENT SHALL BE CLEANED AT THE COMPLETION OF THE WORK TO REMOVE ALL CONCRETE, DUST, AND DIRT, WELDING AND CUTTING SPLATTER; INTERNAL SURFACE OF DUCTWORK SHALL BE CLEANED TO REMOVE ALL CONCRETE, DUST, AND DIRT, WELDING AND SUTTING SPLATTER. 22.0 NAMEPLATES AND DIRECTIONAL ARROWS: ALL MAJOR SYSTEM COMPONENTS WILL BE PROVIDED WITH PHENOLIC NAMETAGS DETAILING COMPONENT NAME AND INVENTORY NUMBER. COORDINATE APPROPRIA EQUIPMENT INVENTORY NUMBERS WITH THE CORNELL UNIVERSITY, FACILITIES MANAGEMENT MECHANICAL SHOP. PROVIDE UTILITY LABELS AND DIRECTIONAL ARROWS ON ALL MAJOR PIPING. 23.0 ALL SYSTEM TESTING SHALL BE CONDUCTED PRIOR TO INSULATION, FIREPROOFING, AND ENCLOSURE. ANY RESTORATION WORK REQUIRED AS A RESULT OF DISTURBING FINISHES OR STRUCTURE IN ORDER TO ACCESS SYSTEMS REQUIRING REPAIR SHALL BE AT NO COST TO THE UNIVERSITY. 23.1 INSPECTIONS AND TESTING: CONTRACTOR SHALL BEAR ALL COSTS OF INSPECTIONS, TESTS, AND APPROVALS, UNLESS OTHERWISE INDICATED. 24.0 SUBSTITUTIONS: 24.1. EN THE CONTRACTOR ES A REQUEST FOR SUBSTITUTION OF PRODUCTS,THE BURDEN IS UPON THE CONTRACTOR, SUPPLIER AND NUFACTURER TO SATISFY THE ENGINEER THAT THE PROPOSED SUBSTITUTE IS EQUAL TO, OR SUPERIOR TO, THE SPECIFIED ITEM. REQUEST FOR SUBSTITUTION OF PRODUCTS, EQUIPMENT OR TERIALS SHALL BE IN ITING ON CONTRACTOR'S LETTERHEAD AND SHALL INCLUDE: 24.1.1. CONTRACTOR'S DETAILED COMPARISON OF SIGNIFICANT QUALITIES BETWEEN SPECIFIED ITEM AND PROPOSED SUBSTITUTION. 24.1.2. STATEMENT OF EFFECT ON CONSTRUCTION TIME AND COORDINATION WITH OTHER AFFECTED WORK. 24.1.3. CONTRACTOR'S STATEMENT TO THE EFFECT THAT PROPOSED SUBSTITUTION WILL RESULT IN OVERALL WORK EQUAL TO, OR BETTER THAN, WORK ORIGI LY INTENDED. 24.1.4. CHANGES IN WORK OF OTHER DES, SUCH AS STRUCTURAL SUPPORTS OR WIRING, WHICH ARE REQUIRED AS A RESULT OF SUBSTITUTION, AND THE ASSOCIATED COSTS FOR SUCH CHANGES, SHALL BE THE COMPLETE RESPONSIBILITY OF THE CONTRACTOR PROPOSING THE SUBSTITUTION. MECHANICAL / PLUMBING SCOPE OF WORK: 1.0 PROVIDE MODIFICATIONS TO EXISTING EXHAUST SYSTEM SERVING RESTROOMS 200TA AND 200TB. 2.0 PROVIDE NEW TRANFER AIR DUCTWORK TO SERVE RESTROOMS 200TA AND 200TB. ARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED. THE ALTERING ARCHITECT OR ENGINEER 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. 3.0 REMOVE EXISTING SANITARY AND VENT PIPING, AS REQUIRED, IN PREPARATION FOR INSTALLATION OF NEW WORK AS PER DRAWINGS. 4.0 REMOVE ALL EXISTING PLUMBING FIXTURES AS SHOWN ON DRAWINGS. 5.0 REMOVE EXISTING WATER COOLER AND PREPARE PIPING FOR RECONNECTION. 6.0 PROVIDE FLOOR REPAIR OF PENETRATIONS AT LOCATIONS SHOWN ON PLAN. 7.0 PROVIDE NEW PLUMBING FIXTURES, PIPING AND APPURTENANCES AS PER DRAWINGS IN SUPPORT OF NEW RESTROOMS BEING RENOVATED. DATE: t2,Iq,12 0 PROVIDE NEW ADA COMPLIANT WATER COOLER / BOTTLE FILLER AT LOCATION NOTED ON PLAN. 9.0 SEE DRAWING FP -000 FOR FIRE PROTECTION SCOPE OF WORK. SCOPE OF WORK ENVIRONMENT . HEALTH AND SAFETY ARCH: CIVIL: ELEC. MECH- REVISIONS: DATE: 12/20/12 - ISSUE FOR CONSTRUCTION SCALE: NONE GENERAL CONSTRUCTION NOTES: 1.0 PROJECT SHALL CONFORM TO THE LASTEST REVISION OF ALL LOCAL, STATE, AND OWNER SPECIFIC CODES, INCLUDING (BUT NOT LIMITED TO) THE BUILDING CODES OF NEW YORK STATE, ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, NFPA 70 - NATIONAL ELECTRICAL CODE, AND ANY OTHER CODES REFERENCED AND GOVERNED BY THE JURISDICTION IN WHICH THIS PROJECT IS BEING CONSTRUCTED. 2.0 IF THERE ARE ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS, NOTIFY THE CORNELL UNIVERSITY PROJECT REPRESENTATIVE FOR A CLARIFICATION PRIOR TO PROCEEDING. 3.0 ASBESTOS CONTAINING MATERIAL (ACM) SCOPE SUMMARY: COORDINATE WITH THE OWNER FOR TYPES, QUANTITIES, AND LOCATIONS OF ASBESTOS CONTAINING MATERIALS. OWNER WILL MANAGE ALL ASBESTOS ABATEMENT UNDER SEPARATE CONTRACT, IF REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MARKING OF SUSPECT MATERIALS THAT MAY BE DISTURBED AS A RESULT OF CONSTRUCTION ACTIVITIES, ESPECIALLY UTILITY CONNECTION POINTS. 4.0 UTILITY SHUTDOWNS: SHUTDO OF ANY BUILDING UTILITY SYSTEM SHALL BE COORDINATED WITH CUSTOMER SERVICE AT PH: 607-255-5322. THE CONTRACTOR SHALL BEAR THE COST OF THE UTILITY SHUTDOWN. SCHEDULE WORK TEN DAYS IN ADVANCE AND NOTIFY THE CORNELL UNIVERSITY PROJECT REPRESENTATIVE TO COORDINATE BUILDING FUNCTIONS WITH THE BUILDING COORDINATOR. 5.0 THE CONTRACTOR IS ADVISED THAT EXISTING DUCTS, PIPING, VENTS, AND FIXTURES IN THIS AREA DATE TO 1954 OR BEFORE, MAY NOT BE INSTALLED OR LOCATED AS SHOWN, AND ARE IN UNKNOWN CONDITION. THE CONTRACTOR SHALL BASE BID ON ASSUMPTION THAT ALL SERVICES CAN BE CUT / DISCONNECTED IN ACCORDANCE WITH NOTES IN THIS DOCUMENT IN SUCH A MANNER THAT NEW SERVICES CAN BE CONNECTED AT DISCONNECT POINTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL DISCONNECTS IN A MANNER THAT WILL ALLOW SERVICES TO BE RECONNECTED. IN ANY INSTANCE WHERE, AFTER EXPOSURE, THE CONTRACTOR FEELS THAT WORK BEYOND THE BASE BID IS REQUIRED, THE CONTRACTOR SHALL OBTAIN THE CONCUR CE OF THE PROJECT MANAGER AND OBTAIN ANY REQUIRED CHANGE ORDERS PRIOR TO PROCEEDING WITH THE WORK. 6.0 ALL CONSTRUCTION WORK INDICATED IS NEW, AND IS TO BE PROVIDED UNDER THIS CONTRACT UNLESS OTHERWISE INDICATED AS "EXISTING", "RELOCATED", OR "NOT IN CONTRACT". 7.0 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE, FIELD, AND EXISTING BUILDING CONDITIONS APPLICABLE TO PROJECT PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS, NOTIFY THE CORNELL UNIVERSITY PROJECT REPRESENTATIVE FOR A CLARIFICATION. 8.0 THIS CONTRACT REQUIRES A COMPLETE, FINISHED, WORKABLE PROJECT WITHIN THE AREAS INDICATED BY THE CONTRACT DOCUMENTS, AND SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE INSTALLATION OF THE SYSTEMS INDICATED, REGARDLESS OF WHETHER OR NOT ALL WORK OR EACH ITEM IS SPECIFICALLY INDICATED ON ANY PORTION OF THE DRAWINGS AND/OR NOTES. 9.0 THE BUILDING WILL BE OCCUPIED DURING THE CONSTRUCTION OF THIS PROJECT. THE CON 'ACTOR SHALL PHASE THE WORK AS NECESSARY TO MAINTAIN SUFFICIENT CORRIDOR WIDTH TO MAINTAIN MINIMUM CODE REQUIRED EGRESS AT ALL TIMES. WORK MAY BE PERFORMED DURING MINIMUM PERIODS OF OCCUPANCY AT OFF -HOURS IN ORDER TO ACCOMMODATE EGRESS REQUIREMENTS. 10.0 ERE MATERIALS REFERENCED ON DRAWINGS, OR NECESSARY TO COMPLETE THE WORK OF THIS CONTRACT ARE NOT SPECIFIED HEREIN, THEN ASSUME THAT THE HIGHEST QUALITY MATERIALS ARE TO BE USED. APPROVAL SHALL BE GAINED BY THE OWNER'S AUTHORIZED AGENT PRIOR TO INSTALLATION OF SAID MATERIAL. 12 11 10 9 8 NG SUB A SCHEDU E NOTES 7 6 5 4 2 NOTES .661189111 DATE: cn c E � 0 CZU -0 Ct c6 E U0 ® Q E �w PROJECT: FACILITY: DESIGN: D December 20, 2012 70302 2039H C. CH IN cec GENERAL NOTES, SYMBOLOGY, SCOPE OF WORK AND SUBMITTAL SCHEDULES MP -000 P0278 A 5 4 PIPING STANDARDS AND SPEC F CATIONS PIPE SERVICE ABBREVIATION PIPE SIZE MATERIAL FITTINGS JOINT INSULATION JACKET MATERIAL DOMESTIC COLD WATER CW, DCW ALL SIZES ASTM 388 TYPE L COPPER ASTM B16.22 STD WROUGHT COPPER ASTM B32 SOLDER 1", k=0.27 (MAX) ASJ DOMESTIC HOT WATER HW, DHW ALL SIZES ASTM B88 TYPE L COPPER ASTM B16.22 STD WROUGHT COPPER ASTM B32 SOLDER 1", k=0.27 (MAX) ASJ DRAIN, WASTE & VENT (ABOVE GRADE) SAN / V ALL SIZES ASTM A74, CISPI 301 SERVICE WEIGHT CAST IRON HUBLESS ASTM A74, CISPI 301 SERVICE WEIGHT CAST IRON HUBLESS ASTM C564 ELASTOMERIC SEALING SLEEVE STAINLESS STEEL BAND N/A N/A DRAIN, WASTE & VENT (ABOVE GRADE) SAN ! V 4 -INCH & BELOW ASTM 63026 TYPE DWV ASME B16.29 WROUGHT COPPER, DWV ASTM B32 SOLDER 95 Sn / 5 Sb, 95.5 Sn / 4 Cu / 0.5 Ag N/A N/A PECIFICATIONS 1 SOLDER FILLER METALS: ASTM B32, LEAD-FREE ALLOYS. INCLUDE WATER FLUSHABLE FLUX ACCORDING TO ASTM B813. 2 DIELECTRIC FITTINGS: USE FLANGES OR COUPLINGS. UNIONS ARE UNACCEPTABLE 3 INSTALL ESCUTCHEONS FOR PENETRATIONS OF WALLS, CEILING: AND FLOORS 4 INSTALL SLEEVES FOR PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS, GYPSUM -BOARD PARTITIONS, AND CONCRETE FLOOR AND ROOF SLABS. 5 INSTALL PLUMBING SYS !EMS TO FACILITATE SERVICE, MAINTENANCE AND REPAIR OR REPLACEMENT OF COMPONENTS. 6 ALL WASTE PIPING SHALL BE SLOPED IN ACCORDANCE WITH TABLE 704.1 OF THE NYSPC. 7 PROVIDE VAPOR RETARDER ON ALL COLD WATER PIPING INSULATION SYSTEMS. 8 ALL PIPING AND INSULATION SYSTEM EXPOSED TO VIEW SHALL BE PAINTED TO MATCH SURROUNDING SURFACES 9 MAINTAIN INDICATED FIRE RA11NG OF WALLS, PARTMONS, CEILINGS, AND FLOORS AT PIPE PENETRATIONS. SEAL PIPE PENETRATIONS WITH FIRESTOP MATERIALS 10 DO NOT ENCLOSE, COVER OR PUT PLUMBING PIPING SYSTEMS INTO OPERATION UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE AUTHORITIES HAVING JURISDICTION. 11 LEAVE ALL NEW OR MODIFIED DOMESTIC WATER PIPING UNCOVERED AND UNCONCEALED UNTIL IT HAS BEEN TESTED. EXPOSE WORK THAT WAS COVERED OR CONCEALED BEFORE IT WAS TESTED. 12 ALL INSULATION AND ADHESIVE SHALL HAVE A MAXIMUM FLAME -SPREAD INDEX OF 25 AND A MAXIMUM SMOKE -DEVELOPED INDEX OF 50 WHEN TESTED IN ACCORDANCE WITH ASTM E84. 13 INSTALL PIPING AT RIGHT ANGLES OR PARALLEL TO BUILDING WALLS. DIAGONAL RUNS ARE PROHIBITED UNLESS SPECIFICALLY INDICATED. 14 SUPPORT PIPING SUCH THAT IT IS FREE OF SAGGING, SLOPED IN ACCORDANCE WITH THE DRAWINGS AND TO BE INDEPENDENT OF EQUIPMENT CONNECTIONS. 15 INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. INSTALL PIPE SUPPORTS OR HANGERS TO SUPPORT FITTINGS AT TAKE -OFFS. 16 CONNECT BRANCH PIPING FROM TOP OR SIDE OF HORIZONTAL PIPING. 17 INSTALL VALVES IN ACCESSIBLE LOCATIONS, PROTECT VALVES FROM PHYSICAL DAMAGE, 18 INSTALL METAL TAG ATTACHED WITH METAL CHAIN INDICATING PIPING SYSTEMS. 19 PIPE JOINT CONSTRUCTION: A. REAM ENDS OF PIPES AND TUBES; REMOVE BURRS. B. REMOVE SCALE, DIRT AND DEBRIS FROM INSIDE OF PIPE AND FITTINGS BEFORE ASSEMBLY. C. THREADED JOINTS - THREAD PIPE WITH TAPERED THREADS ACCORDING TO ASME B1.20.1. CUT THREADS FULL AND CLEAN USING SHARP DIES. REAM THREADED PIPE ENDS TO REMOVE BURRS AND RESTORE TO FULL ID. 1. JOIN PIPE FITTINGS AND VALVES AS FOLLOWS: a. APPLY TAPE OR THREAD COMPOUND TO EXTERNAL PIPE THREADS UNLESS DRY SEAL THREADING IS SPECIFIED. b. DAMAGED THREADS: DO NOT USE PIPE OR PIPE FITTINGS WITH THREADS THAT ARE CORRODED OR DAMAGED. DO NOT USE PIPE SECTIONS THAT HAVE CRACKED OR OPEN WELDS. TESTING OF DOMESTIC WATER PIPING: CAP AND SUBJECT DOMESTIC WATER PIPING TO STATIC WATER PRESSURE OF 50 PSIG ABOVE OPERATING PRESSURE, WITHOUT EXCEEDING PRESSURE RA11NG OF PIPING SYSTEM MATERIALS ISOLATE TEST SOURCE AND ALLOW TO STAND FOR FOUR HOURS. LEAKS AND LOSS IN TEST PRESSURE CONSTITUTE DEFECTS THAT MUST BE REPAIRED REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST PIPING UNTIL SATISFACTORY RESULTS ARE OBTAINED. 21 TESTING OF DOMESTIC WASTE AND VENT PIPING: CAP AND SUBJECT DOMESTIC WATER PIPING TO STATIC WATER PRESSURE OF 10 FEET HEAD PRESSURE ABOVE HIGHEST POINT OF SYSTEM UNDERGOING TEST ISOLATE TEST SOURCE AND ALLOW TO STAND UNTIL SYSTEM CAN BE VISUALLY INSPECTED BY AUTHORITY HAVING JURISDICTION. LEAKS CONSTITUTE DEFECTS THAT MUST BE REPAIRED REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST PIPING UNTIL SATISFACTORY RESULTS ARE OBTAINED. 22 CLEANING AND DISINFECTION OF POTABLE WATER SYSTEMS: STEP 1: FLUSH PIPING SYSTEM WITH CLEAN, POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR AT OUTLETS STEP 2: FILL SYSTEM WITH WATER/CHLORINE SOLUTION WITH AT LEAST 50 PPM OF CHLORINE. ISOLATE WITH VALVES AND ALLOW TO STAND FOR 24 HOURS. STEP 3: DRAIN SYSTEM OF PREVIOUS SOLUTION TO SANITARY SEWER. STEP 4: FLUSH SYSTEM WITH CLEAN, POTABLE WATER UNTIL NO TSP REMAINS IN WATER COMING FROM SYSTEM. STEP 5: SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AUTHORITIES HAVING JURISDICTION. REPEAT PROCEDURE IF BIOLOGICAL EXAMINATION SHOWS EVIDENCE OF CONTAMINATION. PREPARE REPORTS OF DISINFECTING ACTIVITIES. 23 CLEANING AND PROTECTION OF DOMESTIC WASTE AND VENT PIPING: CLEAN INTERIOR OF PIPING SYSTEM, REMOVE DIRT AND DEBRIS AS WORK PROGRESSES PROTECT DRAINS DURING CONSTRUCTION PERIOD TO AVOID CLOGGING WITH DIRT AND DEBRIS AND TO PREVENT DAMAGE FROM FFIC AND CONSTRUCTION WORK PLACE PLUGS IN ENDS OF UNCOMPLETED PIPING AT END OF DAY AND WHEN WORK STOPS. DUCT SERVICE LOCATION PRESSURE CLASS SEAL LASS DUCT STANDARDS AND SPECIFICATIONS EAKAGE CLASS RECT ROUND MATERIAL LINING INSULATION / LINER JACKET VAPOR RETARDER FINISH TRANSFER DUCT N/A N/A N/A G90 GALVANIZED YES LINER: ACOUSTICAL GLASS FIBER, 1", R-4, 1.5 PCF N/A N/A NONE EXHAUST: CONCEALED 3" NEG B 12 6 G90 GALVANIZED NONE NONE N/A N/A NONE SPECIFICATIONS: 1 ALL DUCTWORK AND ACCESSORIES SHALL BE FABRICATED AND INSTALLED IN COMPLIANCE WITH THE LATEST ISSUE OF SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE. 2 CONSTRUCT TEES, BENDS, AND ELBOWS WITH RADIUS OF NOT LESS THAN 1.5 TIMES THE WIDTH OF DUCT ON CENTER LINES. WHERE RECTANGULAR ELBOWS ARE USED, PROVIDE AIR FOIL TYPE TURNING VANES. 4 INCREASE DUCT SIZES GRADUALLY, AND IN COMPLIANCE WTH FIGURE 4-7 OF SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE. 5 BRANCH CONNECTIONS SHALL BE MADE WITH A 45 DEGREE ENTRY. STRAIGHT TEES ARE NOT ACCEPTABLE. 6 SEALANTS AND GASKETS SURFACE BURNING CHARACTERISTICS SHALL BE A MAXIMUM FLAME -SPREAD INDEX OF 25, AND MAXIMUM SMOKE -DEVELOPED INDEX OF 50 WHEN TESTED TO UL 723. 7 ALL INSULATION AND ADHESIVE SHALL HAVE A MAXIMUM FLAME -SPREAD INDEX OF 25 AND A MAXIMUM SMOKE -DEVELOPED INDEX OF 50 WHEN TESTED IN ACCORDANCE WITH ASTM E84. 8 ALL MANUAL BALANCING DAMPERS SHALL BE PROVIDED WITH LOCKING HAND QUADRANT. 9 PROVIDE HARD CONNECTIONS TO GRILLES. 0 INSTALL VOLUME DAMPERS AT POINTS ON SUPPLY. RETURN, AND EXHAUST SYSTEMS WHERE BRANCHES EXTEND FROM LARGER DUCTS. 1 REMOVE SURFACE CONTAMINANTS AND DEPOSITS FROM DUCTWORK AND EQUIPMENT PRIOR TO TESTING AND BALANCING. DARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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. DATE: ELEC: 63-4 MECH: REVISIONS: DATE: 12/20/12 - ISSUE FOR CONSTRUCTION m0) w i1) E �0 o U c a) co ctE V 0 E-0 112120.3695231 Rif "MS CF5 o (./) a) Qz = 0s U ,_, ,2 a� — 0 us DATE: December 20 2012 PROJECT: 70302 FACILITY: 2039H DESIGN: C. CHAPIN D N: cec 15 14 13 12 NOT USED 10 9 8 7 6 5 4 STANDARDS AND SPECIFICATIONS STANDARDS AND SPECIFICATIONS MP4?O1 P0278 16 14 i 13 12 11 10 8 7 1 6 5 4 2 NOTE: WORK RELATED TO THIS TRADE IS SHOWN ON A -SERIES DRAWINGS. EACH BIDDER IS RESPONSIBLE FOR COORDINATING PRICING AND INCLUDING ALL WORK OF THEIR T` f >!►E SHOWN IN THE DOCUMENTS. NOTE: WORK RELATED TO THIS TRADE IS SHOWN ON A -SERIES DRAWINGS. EACH BIDDER IS RESPONSIBLE FOR COORDINATING PRICING AND INCLUDING ALL WORK OF THEIR TRADE SHOWN IN THE DOCUMENTS. GENERAL DEMOLITION NOTES: 1.0 ASBESTOS CONTAINING MATERIAL (ACM) SCOPE SUMMARY: COORDINATE WITH THE OWNER FOR TYPES, QUANTITIES, AND LOCATIONS OF ASBESTOS CONTAINING MATERIALS. OWNER WILL MANAGE ALL ASBESTOS ABATEMENT UNDER SEPARATE CONTRACT, IF REQUIRED. WARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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. 2.0 THE CONTRACTOR IS ADVISED THAT EXISTING DUCTS, PIPING, VENTS, AND FIXTURES IN THIS AREA DATE TO 1954 OR BEFORE, MAY NOT BE INSTALLED OR LOCATED AS SHOWN, AND ARE IN UNKNOWN CONDITION. THE CONTRACTOR SHALL BASE BID ON ASSUMPTION THAT ALL SERVICES CAN BE CUT / DISCONNECTED IN ACCORDANCE WITH NOTES IN THIS DOCUMENT IN SUCH A MANNER THAT NEW SERVICES CAN BE CONNECTED AT DISCONNECT POINTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL DISCONNECTS IN A MANNER THAT WILL ALLOW SERVICES TO BE RECONNECTED. IN ANY INSTANCE WHERE, AFTER EXPOSURE, THE CONTRACTOR FEELS THAT WORK BEYOND THE BASE BID IS REQUIRED, THE CONTRACTOR SHALL OBTAIN THE CONCURRENCE OF THE PROJECT MANAGER AND OBTAIN ANY REQUIRED CHANGE ORDERS PRIOR TO PROCEEDING WITH THE WORK. P • -. trt ' L: DATE: A FACT . S S IN ING XFER-1 10"x10" 250 CFM P. OF 2 FUTURE RESTROOM KEYED DEMOLITION NOTES: ENVIRONM ' ► Q H ' : TH AND SA ARCH. ♦V CIVIL" ELEC. MECH.' REVISIONS: DATE: 12/20/12 - ISSUE FOR CONSTRUCTION Q REMOVE EXISTING EXHAUST DUCT, GRILLES AND HANGERS TO APPROXIMATE LIMITS SHOWN ON PLAN. PREPARE FOR RECONNECTION. QREMOVE PORTION OF EXISTING CMU WALL, CLOSE TOLERANCE, FOR INSTALLATION OF NSFER DUCT. COORDINATE WITH EXISTING FEATURES TO REMAIN AND NEW WORK. Q REMOVE PORTION OF EXHAUST DUCT TO ALLOW DEMOLITION OF EXISTING WALL AS INDICATED ON PLAN. KEYED CONSTRUCTION NOTES: QPROVIDE EXHAUST DUCT, HANGERS AND GRILLES AT LOCATIONS SHOWN ON PLAN. COORDINATE WITH EXISTING FEATURES TO REMAIN AND NEW WORK. BALANCE TO FLOWS INDICATED ON DRAWING. C> PROVIDE TRANSFER DUCT, HANGERS AND GRILLES AT LOCATIONS SHOWN ON PLANS. UPON COMPLETION OF DUCT INSTALLATION, PATCH AND PAINT WALLS TO MATCH EXISTING. QPROVIDE N EXHAUST DUCT AND FITTINGS TO RESTORE EXHAUST DUCT AT LOCATION SHOWN. COORDINATE WITH NEW WALL INSTALLATION. VERIFY SIZE IN FIELD. TYP. OF 2 16x8 XFER 18x8 EXH (E) 12"x12" 265 CFM P.OF2 14x6 EXH 16x8 EXH December 20, 2012 70302 DESIGN: C. CHAP IN DRAWN: cec PARTIAL SECOND FLOOR MECHANICAL PLANS SCALE: 1/4"=1•-0• PARTIAL SECOND FLOOR MECHANCA DEMOLIT ON PLAN 16 15 14 13 12 SCALE: 1/4" =11-0" PART A SECOND FLOOR MECHANICAL CONSTRUCTION PI 11 10 9 8 7 I 6 1 5 SCALE: 1/4" = 1-0" NOTES 2 16 15 14 13 12 10 8 7 6 5 4 2 FIXTURE SCHEDULE TAG LOCATION COMPONENTS MANUFACTURER MODEL DESCRIPTION MATERIAL FINISH / COLOR COLD WATER HOT WATER WASTE / SAN VENT NOTES STANDARDS NOTES WC 1 A 2007 200TB WATER CLOSET FLUSHOMETER CARRIER WATER CLOSET SEAT AMERICAN STANDARD SLOAN ZURN OLSONITE AFWALL 2257.001 111 ES OPTIMA 1 -SLOW, ZN120 L4 9SSCT WALL -MOUNTED, HORIZONTAL FLUSHOMETER CONSUMPTION 1.6 GPF NARROW SINGLE ADJUSTABLE HORIZONTAL LEFT SIPHON JET F ELONGATED, OPEN FRONT VITREOUS CHINA BRASS DURA -COATED CAST IRON P PLASTIC WHITE CHROME - ITE - 1 - _ - 3 - 4" - 2" _ INSTALL 18 FLOOR TO RIM, TOP SPUD CONNECTION - I ACTIVATEDACCESSORIES.. -154 TRANSFO R 10 VAC !VAC VA -485- FLUSHOMETER EL CTRICABOX POSITIONING AND SUPPORT KIT 1 1 2 TOP SPUD, EXPOSED SENSOR ACT VAT>= FLUSHOMETER, EL TRANSFORMER { 2 24 50 ), EL A E L NO -HUB CONNECTIONS, HORIZONTAL SIPHON JET ASME A112.19.2, ANSI A117.1 ASSE 1037. ASME A112.18.1 ANSI A117.1 ASME A112.18.2 ANSI 4.5 STAINLESS STEEL STA - THE HINGE; CHECK HINGEZ12 WC 2 20078 WATER CLOSET FLUSHOMETER CARRIER WATER CLOSET SEAT AMERICAN STANDARD SLOAN SOA ZURN OLSONITE AFWALL 2257.001 OPTIMA 111 S -S A E ZN1203-NR4 95SSCT WALL -MOUNTED. HORIZONTAL FLUSHOMETER LOW CONSUMPTION 1.6 GPF �TOPSPUD, NARROW SINGLE ADJUSTABLE HORIZONTAL LEFT SIPHON JET ELONGATED, OPEN FRONT VITREOUS CHINA BRASS DURA COATED CAST IRON PLASTIC WHITE CHROME ITE - 1 " - - 3" - 4" - - - 2" - INSTALL 18" FLOOR TO RIM, TOP SPUD CONNECTION 1-1/2 S DEXPOSED SENSOR ACTIVATEDFLUSHOMETER ACCESSORIES: EL -485-A FLUSHOMETER ELECTRICAL BOX POSFIIONI G AND SUPPORT KIT " � A N NO -HUB CONNECTIONS, HORIZONTAL SIPHON JET STAINLESS STEEL STA-TITE HINGE, CHECK HINGE ASME A112.19.2, ANSI A117.1 ASSE 1037 ASME A112.18.1 ANSI A117.1 � � ASME A112.18.2 ANSI Z124.5 WC -3 TB WATER CLOSET (ADA) FLUSHOMETER CARRIER WATER CLOSET SEAT AMERICAN STANDARD S A SLOAN ZURN OLSONITE AFWALL 2257.001 OPTIMA 111 ES -S ZN1203-NL4 95SSCT WALL -MOUNTED, HORIZONTAL FLUSHOMETER LOW CONSUMPTION 1.6 GPF � NARROW SINGLE ADJUSTABLE HORIZONTAL LEFT SIPHON JET ELONGATED, OPEN FRONT VITREOUS CHINA BRASS DURA -COATED CAST IRON PLASTIC ITE R CFI DME - ITE 1 " - - - - - 3" - 4 - - 2 R - INSTALL 18" FLOOR TO RIM, TOP SPUD CONNECTION 1 C F O R; ACCESSORIES: E' -485-A FLUSHOM E TER EL:ECTRCAL BOX POSITIONING AND SUPPORT KIT " 112 TOP SPUD, EXPOSED SENSOR ACTIVATED LUSH METE..... E � E I NO -HUB CONNECTIONS, HORIZONTAL SIPHON JET STAINLESS STEEL STA-TITE HINGE, CHECK HINGE ASME A112.19.2. ANSI A117.1 ASSE 1037. ASME A112.18.1 ANSI A117.1 ASME Al12.18:2 ANSI Z124.5 U-1 200TH URINAL FLUSHOMETER CARRIER AMERICAN STANDARD SL SLOAN J R SMITH WASHBROOK 6501.010 ROYAL 186-1 ES -S -0R 617 WALL -MOUNTED URINAL FLUSHOMETER LOW CONSUMPTION 1.0 GPF LABOR SAVER URINAL SUPPORTS W/ PLATE VITREOUS CHINA BRASS DURA -COATED CAST IRON ITE CHROME 3/4 - - 2" - 4" - 2" INSTALL 15-1/4" FLOOR TO RIM, TOP SPUD CONNECTION 314 TOP SPUD, EXPOSED SENSOR ACTIVATED FLUSHOMETER ACCESSORIES. EL 5-A FLUSHOMETER ELECTRICAL BOX POSITIONING AND SUPPORT KIT; OVERRIDE BU I ION NO -HUB CONNECTIONS, HORIZONTAL SIPHON JET ASME A112.19.2, ANSI A117.1 ASSE 1037 ASME A112.18.1 ANSI A117.1 ASME A112.18.2 L - U 2 T 20fl A URINAL FLUSHOMETER ETER L 0M CARRIER AMERICAN STANDARD SLOAN J R SMITH WASHBROOK 6501 01 ROYAL 186-1 ES -S R 617 WALL-MOUNTEDVITREOUS _ URINAL FLUSHOMETER LOW CONSUMPTION 1.0 GPF LABOR SAVER URINAL SUPPORTS W/ PLATE CHINA BRASS DURA -COATED CAST IRON ITE CHROME - 3!4 - - - 2" - 4 - 2 INSTALL 24" FLOOR TO RIM, TOP SPUD CONNECTION 314 TOP SPUD EXPOSED SENSOR ACTIVATED F USHOM TER ACCESSORIES. EL -485-A FLUSHOMETER ELECTRICAL BOX POSITK)NING AND SUPPORT KIT OVERRIDE BUTTON " SE S TE L C, NO -HUB CONNECTIONS, HORIZONTAL SIPHON JET ASME A112.19.2, ANSI A117,1 ASSE 1037 ASME A112.18.1 ANSI A117.1 ASME A112.18.2 L-1 200TH 200TB LAVATORY FAUCET (ADA) N '"WAY SUPPLIES & STOPS DUPONT CORIAN AMERICAN STANDARD 810 RELIANT 3385. 002) SEAMED UNDERMOUNT SINGLE CONTROL LAVATORY FAUCET 17 GAUGE, ADJUSTABLE P TRAP LOOSE -KEY ANGLE STOPS, 1/4 TURN CORIAN BRASS BRASS BRASS GLACIER WHITE POLISHED CHROME CHROME CHROME 1/2" 1/2" - 1/2" 1/2" 1 114" - - 1 1/2" - STANDARD DRAIN HOLE; COORDINATE WITH ARCHITECTURAL DRAWINGS FOR COUNTER MOUNTING DETAILS. VANDAL -RESISTANT, 0.5 GPM AERATOR LESS DRAIN AND POP-UP HOLE PROVIDE WITH CHROME DRAIN„ GRID COVER AND TAIL PIECE. PROVIDE WITH WALL ESCUTCHEONS ASME Al 2,19.2 ASME A112.18.1 ANSI A117.1 ASME A112.18.2 ASME A112.18.1 DF -1 200CA A R C AQ WATER COOLER 1°'.IN "w '"WAY SUPPLIES & STOPS EL Y RCGRNTL WSK LV 8 BI VEL EZH2O SYSTEM COOLER 1 BOTTLE FILLI STATION LE 17 GAUGE, ADJUSTABLE P -TRAP - STAINLESS E S LE TEL BRASS T FINISH SATIN SH CHROME / 1 2 1/2 - 1-112 - 1-112 - COMPLETE I A FILTERED W R O RAN BO Fl NG STATION WITH IN-LINE INLET WATER FILTER MODEL. WATER FILTER 51300 AND OTIONAL 36292C RECEPTACLE ADAPTOR PLUG. OM LET7= B LEVEL AD ILTERE ATE COLE D B G C 1-1/2 DRAIN OUTLET; PROVIDE 1-1/2 P -TRAP INTERNAL INLET SHUT-OFF VALVE UL 399 NSF/ANSI 61 NSF/ANSI 372 ASME A112.18.2 ASME A112.18.1 FD -1 200TA 200TB FLOOR DRAIN DRAIN ' PWAY SRN ZN415S P ADJUSTABLE FLOOR DRAIN, SQUARE TOP 17 GAUGE, ADJUSTABLE P -TRAP DURA COATED CAST IRON. DURA -COATED CAST IRON NICKEL BRONZE - - - 3 3" 8x8 SQ. STRAINER TOP WITH 3 NH (NO -HUB) OUTLET, POLISHED NICKEL BRONZE TOP, SQUARE HEEL -PR F; L{GHT DUTY STRAINER WITH P PRIMER CONNECTION (1I2) 3" NH (NO -HUB) P -TRAP PROVIDE TRAP PRIMER (TP -1) INSTALLATION AS SHOWN ON SHEET P-401. ASME A112.18.2 WCO-1 SEE PLANS WALL CLEAN OUT J R SMITH 4710 CLEANOUT BODY WITH CLOSURE PLUG AND COVER DURA COAT CAST IRON CI !STAINLESS 4 NO -HUB CONNECTION, LINE SIZE, TAPER THREADED BRONZE PLUG, ROUND STAINLESS STEEL ACCESS COVER (5-1/4 DIA. MAX) WGO-2 P SEE LAMS / WALL C N OUT J R SMITH 4710NU CL NOUT WITH CLO RE LU AND BODYSU P-GCOVER- DURA COAT CAST IRON CI /STAINLESS - 2 R - CE MAX) " NO -HUB CONNECTION LINE SILL, TAPER THREADED BRONZE PLUG, ROUND STAINLESS STEEL ACCESS SS COVER (4114 DIA. AX) NOTES: PROVIDE A SINGLE ELECTRICAL NSFORMER (MPGR: SLOAN. MODEL: EL -154 120 VAC, 50160 HZ PRIMARY, 24 VAC, 50160 HZ SECONDARY) FOR EACH RESTROOM FOR AUTOMATIC FLUSH VALVES. EACH TRANSFOMER CAN POWER UP TO 10 FLUSHOMETERS. 2 PROVIDE ADA COMPLIANT UNDER -LAV COVERS FOR P -TRAP AND, VALVE AND SUPPLY COVERS AS MANUFACTURED BY: PRO -EXTREME, MODEL X4333, COLOR. WHITE. INSTALL AS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AT ALL LAVATORIES. 3 PROVIDE ELECTRICAL SUPPLY (3) WIRE, RECESSED BOX DUPLEX OUTLET. SEE ELECTRICAL DRAWINGS FOR DETAILS. P U BING F XTURE SCHEDU E COMPONENT MANUFACTURER MODEL BAL VALVE SCHEDULE PRESSURE RATING SPECIFICATIONS SHUT-OFF BALL VALVE NPS 1/2 - 2 INCH APOLLO SERIES 70 WATTS B6000 -SS 300 PSG WOG MSS SP -110, 2 -PIECE, STANDARD PORT, BRONZE BODY, 316 SS BALL & STEM, PTFE OR TFE SEAT NOTES 1 FOR VALVES INSTALLED IN INSULATED PIPING SYSTEMS: PROVIDE EXTENDED HANDLE 2 PROVIDE DRAIN VALVES AT LOW POINTS OF PIPING SYSTEM, AND ELSEWHERE AS REQUIRED FOR SYSTEM D 3 PROVIDE TAGS FOR ALL NEW SHUT-OFF VALVES. TAGS SHALL BE BRASS, 1 -1/2 -INCH ROUND, WITH STAMPED INING. PROVIDE WITH CAP AND CHAIN. TIERS AND NUMBERS. PROVIDE VALVE CHART. WATER HA ER ARRESTOR SCHEDU E TAG COMPONENT MANUFACTURER MODEL SPECIFICATIONS WHA -1 WATER HAMMER ARRESTOR SMITH HYDROTROL 5005 PRECHARGED WATER HAMMER ARRESTOR, STAINLESS STEEL, ASSE 1010, PDI -201, 1-11 FIXTURE UNIT RATING SPECS 1 INSTALL WATER HAMMER ARRESTOR IN UPRIGHT POSITION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED INSTRUCTIONS. 2 MOUNT WATER HAMMER ARRESTOR ABOVE LAY -IN CEILING FOR SERVICING. GRI LE SCHEDULE UNIT NO SERVES MANE BOD MODEL BOD TYPE CFM INLET SIZE BACKPAN SIZE MODULE SIZE BORDER BLOW PATTERN FINISH NOTES XFER-1 ROOM 2001B T1TUS 350ZRL SQUARE SEE PLAN 10"x10" N/A 24"x24" TYPE 3 NIA WHITE 2 XFER-2 ROOM 200TA TAUS 350ZRL SQUARE SEE PLAN 12"x12" N/A 24"x24" TYPE 3 NIA WHITE 2 EAG -1 ROOM 200TA AND 200TB 11TUS 350 ZRL SQUARE SEE PLAN 12"x12" N/A 24"x24" TYPE 3 N/A WHITE 1 SPECS 1 ACCEPTABLE MANUFACTURERS: ANEMOSTAT, CARNES, KRUEGER, PRICE, TITUS 2 PERFORMANCE SHALL BE TESTED IN ACCORDANCE WITH ANSI / ASHRAE STANDARD 70-2006. 3 MATERIAL: STEEL WARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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. ARCH: CIVIL: ELEC- MECH. REVISIONS: DATE: 12/20/12 - ISSUE FOR CONSTRUCTION DATE: PROJECT: FACILITY: DESIGN: DRAWN: Decemb 20, 2012 70302 2039H C. CHAPIN NO 1 EXHAUST AIR 2 MAKE-UP AIR FIXTURES AND EQUIPMENT SCHEDULES NOT USED EQUIP ENT SCHEDULES 16 15 14 13 12 11 10 MP5O1 P0278 6 14 2 1 0 NOTE: WORK RELATED TO THIS ', 1+E IS SHO ON A -SERIES DRAWINGS. EACH BIDDER IS RESPONSIBLE FOR COORDINATING PRICING AND INCLUDING WORK OF THEIR DE SHOWN IN THE DOCUMENTS. 200TB 4" C.I. SAN RISER 3" VENT RISER (E) — 200CA NOTE: WORK RELATED TO THIS TRADE IS SHOWN ON A -SERIES DRAWINGS. EACH BIDDER IS RESPONSIBLE FOR COORDINATING PRICING AND INCLUDING ALL WORK OF THEIR TRADE SHO IN THE DOCUMENTS. 200CA 2" SAN (E) DN 1-114" VENT (E) UP -114" V (E) 2" DCW (E) 3/4" DHW RECIRC (E) 1"G(E) 1" DHW (E) 4" C.I. SAN RISER (E) 3" VENT RISER (E)j SAN (E) DN 2" V (E) LADDER (E) 3/4" DCW (E) TO REMAIN - 2-1/2" DCW (E) 0'" 3/4" DHW RECIRC (E) 1-1/4" DHW (E) 1" COND. DRAIN (E) TO REMAIN 1-1/4" DRAIN (E) TO REMAIN GENERAL DEMOLITION NOTES: 1.0 ASBESTOS CONTAINING MATERIAL (ACM) SCOPE SUMMARY: COORDINATE WITH THE OWNER FOR TYPES, QUANTITIES, AND LOCATIONS OF ASBESTOS CONTAINING MATERIALS. OWNER WILL MANAGE ALL ASBESTOS ABATEMENT UNDER SEPARATE CONTRACT, IF REQUIRED. 2.0 THE CONTRACTOR IS ADVISED THAT EXISTING , PIPING, VENTS, AND FIXTURES IN THIS AREA DATE TO 1954 OR BEFORE, MAY NOT BE INSTALLED OR LOCATED AS SHOWN, AND ARE IN UNKNOWN CONDITION. THE CONTRACTOR SHALL BASE BID ON ASSUMPTION THAT ALL SERVICES CAN BE CUT / DISCONNECTED IN ACCORDANCE WITH NOTES IN THIS DOCUMENT IN SUCH A MANNER THAT NEW SERVICES CAN BE CONNECTED AT DISCONNECT POINTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL DISCONNECTS IN A MANNER THAT WILL ALLOW SERVICES TO BE RECONNECTED. IN ANY INSTANCE WHERE, AFTER EXPOSURE, THE CONTRACTOR FEELS THAT WORK BEYOND THE BASE BID IS REQUIRED, THE CONTRACTOR SHALL OBTAIN THE CONCURRENCE OF THE PROJECT MANAGER AND OBTAIN ANY REQUIRED CHANGE ORDERS PRIOR TO PROCEEDING WITH THE WORK. KEYED DEMOLITION NOTES: • REMOVE EXISTING WATER CLOSETS AND SANITARY PIPING DOWN THROUGH FLOOR TO CEILING AREA OF FIRST FLOOR. REMOVE FLOOR ANCHORS AND PATCH HOLES TO MATCH EXISTING. Q REMOVE EXISTING LINING MATERIALS FROM PENETRATIONS OF REMOVED WATER CLOSETS. PROVIDE NEW PATCH FOR FLOOR PENETRATION IN ACCORDANCE WITH FLOOR REPAIR DETAIL ON SHEET P-401. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR FLOOR FINISH. • EXISTING 2" DCW UP FROM 1ST FLOOR TO REMAIN. REMOVE PIPING BACK TO FLOOR LEVEL AND PREPARE FOR RECONNECTION. REMOVE BRANCH PIPING THAT SERVED WATER CLOSETS. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR WALL REMOVAL. 0 REMOVE 2" VENT PIPING AND HANGERS BACK TO RISER AND CAP. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR WALL REMOVAL. PROVIDE NEW PATCH FOR FLOOR PENETRATIONS IN ACCORDANCE WITH FLOOR REPAIR DETAIL ON SHEET P401 • REMOVE EXISTING LAVATORIES, FIXTURES, SAN PIPING, VENT PIPING, SUPPORTS AND CARRIERS BACK THRU CHASE IN ITS ENTIRETY. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR WALL REMOVAL / REPAIR. PROVIDE NEW PATCH FOR FLOOR PENETRATION IN ACCORDANCE WITH FLOOR REPAIR DETAIL ON SHEET P401 Q REMOVE DCW AND DHW PIPING SERVING LAVATORIES DOWN THROUGH FLOOR TO FIRST FLOOR CEILING AND CAP AT TEE. REMOVE SANITARY AND VENT PIPING BACK DOWN THROUGH FLOOR TO FIRST FLOOR CEILING. SEE SHEET PD -102 FOR ADDITIONAL DETAILS. PROVIDE NEW PATCH FOR FLOOR PENETRATION IN ACCORDANCE WITH FLOOR REPAIR DETAIL ON SHEET P401 REMOVE 2" VENT PIPING SERVING LAVATORIES IN ITS ENTIRETY. REMOVE EXISTING LAVATORIES, FIXTURES, SAN PIPING, VENT PIPING, SUPPORTS AND CARRIERS BACK INTO CHASE IN ITS ENTIRETY. REMOVE UTILITIES BACK TO RISERS IN MAIN UTILITY CHASE AND CAP. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR WALL REMOVAL / REPAIR. • REMOVE EXISTING URINALS, FIXTURES, CARRIERS, DCW PIPING AND VENT PIPING BACK THRU CHASE TO JANITOR'S CLOSET 200J AS INDICATED ON P . REMOVE SANITARY AND VENT PIPING BACK TO POINTS OF DISCONNECTION AND PREPARE FOR RECONNECTION. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR WALL REMOVAL / REPAIR. 10 REMOVE EXISTING DCW PIPING BACK TO RISER AND CAP. 11. REMOVE SANITARY PIPING TO LIMITS SHOWN AND PREPARE FOR RECONNECTION. REMOVE EXISTING VENT PIPING. EXISTING SHELVES TO REMAIN. 13 REMOVE EXISTING DRINKING FOUNTAIN, DCW AND DRAIN PIPING, AS REQUIRED TO PREPARE FOR RECONNECTION TO NEW DRINKING FOUNTAIN (DF -1). COORDINATE WALL REMOVAL / REPAIR WITH ARCHITECTURAL DRAWINGS. DEMO EXISTING CMU WALL, AS REQUIRED, TO EXPOSE EXISTING SANITARY PIPING FOR CONNECTION TO NEW DRINKING FOUNTAIN (DF -1). SEE SHEET P-101 FOR ADDITIONAL INSTALLATION DETAILS. REMOVE 1-1/4" D DRAIN PIPING IN ITS ENTIRETY FROM DRINKING FOUNTAIN TO OUTLET AT MOP SINK IN ROOM 200J INCLUDING ALL SUPPORTS. PATCH FLOOR WHERE SUPPORTS WERE REMOVED. PATCH MATERIAL TO BE APPROVED BY CORNELL UNIVERISTY PROJECT REPRESENTATIVE. PATCH AND PAINT WALL PENETRATION TO MATCH EXISTING. PART A SECOND FLOOR P U BING DE 0 (TION PLAN - ROOM 200TB SCALE: /2" =11-0" PARTIA SECOND FLOOR PLU BING DE O IT ON P N- ROOM 200TA SCALE: /2" = 1'-0" NOTES WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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. DATE: ENVIRONME° HEALTH AND SAFETY ARCH CIVIL: ELEC. MECH. REVISIONS: DATE 12/20/12 - ISSUE FOR. CONSTRUCTION VIZEHMESPIt 0 E co O > U c Na) E "V 0 11980111101010.1 9g1 ISSIVIIII/8 DATE: December 20, 2012 PROJECT 70302 FACILITY: 2039H DESIGN: C IN D N: cec PARTIAL SECOND FLOOR PLUMBING DEMOLITION PLANS PD -101 P0278 A F 16 15 14 13 12 10 6 4 2 0 GENERAL NOTES: 1.0 WORK RELATED TO THIS E IS SHOWN ON A -SERIES DRAWINGS. EACH BIDDER IS RESPONSIBLE FOR COORDINATING PRICING AND INCLUDING ALL WORK OF THEIR DE SHOWN IN THE DOCUMENTS. 2.0 THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN ROOMS ON THE FIRST FLOOR WITH THE CORNELL UNIVERSITY PROJECT REPRESENTATIVE IN THE EVENT THAT THERE IS EXISTING EQUIPMENT, TO REMAIN, THAT NEEDS TO BE RELOCATED OR PRO 1 ECTED IN A SPECIFIC MANNER. NO WORK SHALL BE UNDERTAKEN UNTIL THE CORNELL UNIVERSITY PROJECT REPRESENTAT HAS DIRECTED THE CONTRACTOR TO PROCEED. GENERAL NOTES: 1.0 WORK RELATED TO THIS TRADE IS SHOWN ON A -SERIES DRAWINGS. EACH BIDDER IS RESPONSIBLE FOR COORDINATING PRICING AND INCLUDING ALL WORK OF THEIR TRADE SHOWN IN THE DOCUMENTS. 2.0 THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN ROOMS ON THE FIRST FLOOR WITH THE CORNELL UNIVERSITY PROJECT REPRESENTATIVE IN THE EVENT THAT THERE IS EXISTING EQUIPMENT, TO REMAIN, THAT NEEDS TO BE RELOCATED OR PROTECTED IN A SPECIFIC MANNER. NO WORK SHALL BE UNDERTAKEN UNTIL THE CORNELL UNIVERSITY PROJECT REPRESENTATIVE HAS DIRECTED THE CONTRACTOR TO PROCEED. 1UOCB 100JB 2" SAN (E) UP TO DRINKING FOUNTAIN o-2-112" DCW (E) TO REMAIN GENERAL DEMOLITION NOTES: 1.0 ASBESTOS CONTAINING MATERIAL (ACM) SCOPE SUMMARY: COORDINATE WITH THE OWNER FOR TYPES, QUANTITIES, AND LOCATIONS OF ASBESTOS CONTAINING MATERIALS. OWNER WILL MANAGE ALL ASBESTOS ABATEMENT UNDER SEPARATE CONTRACT, IF REQUIRED. 2.0 THE CONTRACTOR IS ADVISED THAT EXISTING , PIPING, VENTS, AND FIXTURES IN THIS AREA DATE TO 1954 OR BEFORE, MAY NOT BE INSTALLED OR LOCATED AS SHOWN, AND ARE IN UNKNOWN CONDITION. THE CONTRACTOR SHALL BASE BID ON ASSUMPTION THAT ALL SERVICES CAN BE CUT / DISCONNECTED IN ACCORDANCE WITH NOTES IN THIS DOCUMENT IN SUCH A MANNER THAT NEW SERVICES CAN BE CONNECTED AT DISCONNECT POINTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL DISCONNECTS IN A MANNER THAT WILL ALLOW SERVICES TO BE RECONNECTED. IN ANY INSTANCE WHERE, AFTER EXPOSURE, THE CONTRACTOR FEELS THAT WORK BEYOND THE BASE BID IS REQUIRED, THE CONTRACTOR SHALL OBTAIN THE CONCURRENCE OF THE PROJECT MANAGER AND OBTAIN ANY REQUIRED CHANGE ORDERS PRIOR TO PROCEEDING WITH THE WORK. KEYED DEMOLITION NOTES: Q REMOVE EXISTING 4" SANITARY AND VENT PIPING SERVING WATER CLOSETS THAT SERVED SECOND FLOOR RESTROOM 200TB BACK TO RISER AND CAP. REMOVE ASSOCIATED VENT PIPING UP THRU FLOOR. PROVIDE FLOOR REPAIR IN ACCORDANCE WITH DETAIL 2, SHEET P-401. QREMOVE 3/4" DCW AND DHW PIPING SERVING SECOND FLOOR RESTROOM 200TB AND CAP. PIPING SERVING RESTROOM 100TA SHALL REMAIN. PROVIDE FLOOR REPAIR IN ACCORDANCE WITH DETAIL 2, SHEET P-401. QREMOVE EXISTING 2" SAN PIPING UP THRU FLOOR THAT SERVED LAVATORIES IN RESTROOM 200TB. PROVIDE FLOOR REPAIR IN ACCORDANCE WITH DETAIL 2, SHEET P-401. Q REMOVE 4" SAN WYE THAT SERVED WATER CLOSET IN SECOND FLOOR RESTROOM 200TA. PROVIDE CAP AT E. OREMOVE 4" SAN PIPING THAT SERVED WATER CLOSETS IN SECOND FLOOR RESTROOM 200TA. PROVIDE FLOOR REPAIR IN ACCORDANCE WITH DETAIL 2, SHEET P-401. REMOVE 2" VENT PIPING THAT SERVED WATER CLOSETS AND LAVATORIES IN SECOND FLOOR RESTROOM 200TA BACK TO 3" VENT RISER. PROVIDE CAP AT RISER. DARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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. FAC * S ENGINEERING ENVIRONE+` - HEALTH ARC CIVIL• ELEC• 3(a rt� MECH•`µ REVISIONS: DATE: 12120/12 - ISSUE FOR CONSTRUCTION A 2" DCW (E) UP AND DN 2" VENT (E) TO REMAIN 3" VENT RISER (E) 4" C.I. SAN RISER (E) E 2"SAN (E) 5 4-3/4" DCW (E) UP, VERIFY IN FIELD. 2" DCW (E) UP 3/4" DHW RECIRC (E) UP 1" G (E) UP 1"DHW(E)UP 3" SAN (E) UP ISOLATION VALVE (E) 4" SAN (E) 4" SAN UP VERIFY IN FIELD 4" SAN UP 4" SAN (E) 2-112" DCW (E) NEW PLUG 3/4" DHW RECIRC (E) 1-1/4" DHW (E) 2" SAN 12x8 EXH DUCT (E) TO REMAIN SERVICES (E) UP TO MOPSINK (E) 4" SA 4" SAN UP I-3/4" DCW (E) UP, 1" DCW (E) DN 3/4" DHW (E) UP, 3/4" DHW (E) DN 3/4" G (E) 2-1/2" DCW (E) 3/4" DHW RECIRC (E; 1-1/4" DHW (E) CONSTRUCTION NOTE: 1.0 UTILITY PIPING (DCW, DHW, SAN, VENT) SERVING RESTROOMS 100TA AND 100TB SHALL RE N. 2.0 THE CEILINGS IN RESTROOMS 100TA AND 100TB ARE "HARD CEILINGS. THE CONTRACTOR SHALL PROVIDE ACCESS, AS REQUIRED, TO PERFORM WORK AND SHALL REPAIR TO MATCH EXISTING UPON SATISFACTORY COMPLETION OF WORK. 0 PARTIAL FIRST FLOOR PLUMBING DEMOLITION PLANS SCALE: 1/7=1'-0" PART AL F RST FLOOR P BING DEMOLITION P SCALE: /2" =11-0" 16 14 13 2 10 PARTIA 7 FIRST FLOOR P BING DEMOLITION P N 6 NOTES PD -102 P0278 2 15 14 2 0 NOTE: WORK RELATED TO THIS T JE IS SHOWN ON A -SERIES DRAWINGS. EACH BIDDER IS RESPONSIBLE FOR COORDINATING PRICING AND INCLUDING WORK OF THEIR T ` $ E SHOWN IN THE DOCUMENTS. NOTE: WORK RELATED TO THIS TRADE IS SHOWN ON A SERIES DRAWINGS. EACH BIDDER IS RESPONSIBLE FOR COORDINATING PRICING AND INCLUDING ALL WORK OF THEIR TRADE SHOWN IN THE DOCUMENTS. KEYED CONSTRUCTION NOTES: 01 PROVIDE 4" SAN FOR WATER CLOSETS AND CONNECT TO EXISTING 4" SAN RISER. VERIFY LOCATION IN FIELD. COORDINATE WITH EXISTING FEATURES TO REMAIN AND NEW WORK. 2 PROVIDE CORE AND ROUTE 2" SAN FOR LAVATORIES DOWN THRU FLOOR TO CEILING AREA OF FIRST FLOOR. VERIFY LOCATION IN FIELD. PROVIDE INSTALLATION OF CORE IN ACCORDANCE WITH FLOOR PENETRATION DETAIL 4, SHEET P-401. 3 PROVIDE CORE AND ROUTE 3/4" DHW BRANCH UP TO SERVE LAVATORIES FROM FIRST FLOOR CEILING AREA. SEE SHEET P-102 FOR ADDITIONAL INFORMATION. PROVIDE INSTALLATION OF CORE IN ACCORDANCE WITH FLOOR PENETRATION DETAIL 4, SHEET P-401. Q PROVIDE CONNECTION TO EXISTING 2" DCW RISER. PROVIDE FIRESTOP FOR EXISTING FLOOR PENETRATION. PROVIDE 1" DCW BRANCH CONNECTION TO EXISTING RISER. QPROVIDE CORE AND ROUTE 1-1/4" DCW BRANCH UP TO SERVE WATER CLOSETS FROM FIRST FLOOR CEILING AREA. SEE SHEET P-102 FOR ADDITIONAL INFORMATION. PROVIDE INSTALLATION OF CORE IN ACCORDANCE WITH FLOOR PENETRATION DETAIL 4, SHEET P-401. Q PROVIDE WATER CLOSET, AS PER SCHEDULE, AT LOCATION SHOWN. COORDINATE WITH ARCHITECTU ` DRAWINGS FOR LAYOUT AND ADDITIONAL INSTALLATION DETAILS. Q PROVIDE WALL CLEANOUT (WCO-1) AT LOCATION SHOWN. VERIFY LOCATION IN FIELD AND COORDINATE WITH NEW WORK AND EXISTING FEATURES TO REMAIN. Q PROVIDE LAVATORY AT LOCATION SHOWN AND AS PER SCHEDULE. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ADDITIONAL INSTALLATION DETAILS. 0 PROVIDE WALL CLEANOUT (WCO-2) AT LOCATION SHOWN. VERIFY LOCATION IN FIELD AND COORDINATE WITH NEW WORK AND EXISTING FEATURES TO REMAIN. ARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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. APP= +_., A FA ENVIRONMENT 'EALTHAND SAF DATE: A ARCH: CIVIL: ELEC• 6;11- MECH: REVISIONS: DATE 12120/12 - ISSUE FOR CONSTRUCTION 200TB 4" CI -SAN RISE (E 3" VENT RISER (E) ELECTRICAL, PANEL (E) TO REMAIN 2" SAN (E) DN 1-1/4" VENT (E) UP DCW (E) 200TA 3/4" DCW, 3/4" DHW _CO2. 2" DCW (E) 3/4" D RECIRC (E) 1"G(E) 1" DHW (E) i-1-1/4" V (E) 3" SAN (E) D L 2' VENT (E) 1" DCW 4" C.I. SAN RISER (E) 3" VENT RISER (E): 2" VENT (E LADDER (E) 1" CONI. DRAIN (E) TO REMAIN 1-1/4" DRAIN (E) TO REMAIN 3" SAN < 1-1/2" VENT - 3/4" DCW (E) 11 TO REMAIN 11 2-1/2" DCW (E) 1-1/4" DCW 3/4" DHW RECIRC (E) 1-1/4" DHW (E) 12 13 14 15 16 17 18 19 20 21 PROVIDE 2" VENT CONNECTION TO EXISTING 3" VENT RISER. PROVIDE INSTALLATION OF TRAP PRIMER (TP -1) AT LOCATION SHOWN. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND DETAIL 7, SHEET P-401. PROVIDE CORE AND ROUTE DOWN THROUGH FLOOR TO CEILING AREA OF FIRST FLOOR. PROVIDE INSTALLATION OF CORE IN ACCORDANCE WITH FLOOR PENETRATION DETAIL 4, SHEET 401. SEE SHEET P-102 FOR ADDITIONAL DETAILS. PROVIDE ACCESS DOOR AS MANUFACTURED BY HALLMANN SALES, MODEL: GP -100, 10"x10" WITH CONCEALED HINGE AND OPTIONAL MORTISE BEST LOCK AND NEOPRENE GASKETING ALL (4) SIDES. FINISH AS INDICATED ON ARCHITECTURAL DRAWINGS. COLOR SELECTION BY ARCHITECT. TRAP PRIMER SHALL BE CENTERED BEHIND ACCESS DOOR. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR PLACEMENT OF TRAP PRIMER (TP -1) AND ACCESS DOOR. PROVIDE FLOOR DRAIN (FD -1) AT LOCATION SHOWN. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR PLACEMENT. PROVIDE INSTALLATION OF CORE IN ACCORDANCE WITH FLOOR PENE TION DETAIL 4, SHEET 401. PROVIDE WATER HAMMER ARRESTOR (WHA -1) AT LOCATION SHOWN. ROUTE 1" DCW PIPING UP WITHIN CHASE AND INSTALL ABOVE CEILING IN VERTICAL POSITION. E PROVIDE URINAL AS PER SCHEDULE. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR LAYOUT AND INSTALLATION DETAILS. PROVIDE 1-1/4" DCW BRANCH CONNECTION TO EXISTING 2-1/2" DCW RISER. PROVIDE ISOLATION VALVE AT BRANCH CONNECTION. ROUTE TO CHASE FOR SERVING WATER CLOSETS AND LAVATORIES. PROVIDE 3/4" DHW BRANCH CONNECTION TO EXISTING 1-1/4" DHW RISER. PROVIDE ISOLATION VALVE AT BRANCH CONNECTION. ROUTE TO CHASE FOR SERVING LAVATORIES. PROVIDE 1" DCW BRANCH CONNECTION TO EXISTING 2" DCW RISER. PROVIDE ISOLATION VALVE AT BRANCH CONNECTION. ROUTE TO CHASE FOR SERVING URINALS. F PROVIDE 3" SAN CONNECTION TO EXISTING 3" SAN RISER AT LOCATION SHOWN. ROUTE ALONG WALL AND MAKE CONNECTION TO EXISTING DRAINS ROUTED FROM CORRIDOR CEILING AT SAME LOCATION AS EXISTING. PROVIDE 1-1/2" VENT CONNECTION. VERIFY SIZES AND CONNECTIONS IN FIELD PRIOR TO BIDDING. PROVIDE 1-1/2" VENT CONNECTION TO EXISTING 2" VENT RISER AT LOCATION SHOWN. ROUTE VENT DIRECTLY BELOW EXISTING SHELVING TO REMAIN. VERIFY ROUTE AND PIPING SIZES IN FIELD. PROVIDE ADA DRINKING FOUNTAIN (DF -1) WITH BOTTLE FILLER AT LOCATION SHO . BOTTLE FILLER TO BE MOUNTED ON THE LOWER ADA UNIT. PROVIDE INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND CONNECT TO EXISTING DCW AND SANITARY PIPING. COORDINATE WITH ELECTRICAL AND ARCHITECTURAL DRAWINGS. PROVIDE 4" SAN WYE, PIPING AND CAP FOR CONNECTION TO FUTURE WATER CLOSET AT LOCATION SHOWN. ROUTE THRU WALL, AS SHOWN, AND PROVIDE REMOVEABLE CAP. PROVIDE ALIGNMENT AND LAYOUT TO ASSURE CONNECTION TO FUTURE WATER CLOSET BASED ON FIXTURES UTILIZED IN THIS PROJECT. COORDINATE WITH ARCHITECTU DRAWINGS FOR ADDITIONAL INFORMATION. PATCH AND PAINT WALL TO MATCH EXISTING. PROVIDE AS -BUILT INFORMATION TO ENGINEER FOR INSTALLED LOCATION. U�, 22 PROVIDE NEW 2" VENT FOR CONNECTION TO FUTURE WATER CLOSET AT LOCATION SHOWN. ROUTE THRU WALL, AS SHOWN, AND PROVIDE REMOVEABLE CAP. PROVIDE ALIGNMENT AND LAYOUT TO ASSURE CONNECTION TO FUTURE WATER CLOSET BASED ON FIXTURES UTILIZED IN THIS PROJECT. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. PATCH AND PAINT WALL TO MATCH EXISTING. PROVIDE AS -BUILT INFORMATION TO ENGINEER FOR INSTALLED LOCATION. INSTALLVENT TO SLOPE TOWARDS MAIN VENT TO PROVIDE DRAINAGE FOR ANY ACCUMULATED CONDENSATION. Cl. DATE: PROJECT: FACILITY: DESIGN: D WN: 23 FUTURE RESTROOM LOCATION. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DETAILS. December 20, 2012 70302 2039H C. CHAPIN cec PARTIAL SECOND FLOOR PLUMBING CONSTRUCTION PLANS SCALE: 2 PARTIA SECOND FLOOR P U B NG CONSTRUCTION PLAN - ROOM 200TB SCALE: 2" = 1'-0" PART AL SECOND FLOOR P U B'NG CONSTRUCTION PLAN - ROOM 200TA 16 15 14 13 12 11 10 7 I 6 1 5 SCALE: 1/2" = 1-0" NOTES 2 P-101 P0278 16 14 GEN . L NOTES: 1.0 WORK RELATED TO THIS T I E IS SHOWN ON A -SERIES DRAWINGS. EACH BIDDER IS RESPONSIBLE FOR COORDINATING PRICING AND INCLUDING ALL WORK OF THEIR TRADE SHOWN IN THE DOCUMENTS. 2.0 THE CON CTOR SHALL COORDINATE ALL WORK WITHIN ROOMS ON THE FIRST FLOOR WITH THE CORNELL UNIVERSITY PROJECT REPRESENTATIVE IN THE EVENT T THERE IS EXISTING EQUIPMENT, TO REMAIN, THAT NEEDS TO BE RELOCATED OR PROTECTED IN A SPECIFIC MANNER. NO WORK SHALL BE UNDERTAKEN UNTIL THE CORNELL UNIVERSITY PROJECT REPRESENTATIVE HAS DIRECTED THE CONTRACTOR TO PROCEED. 12 10 GENE NOTES: 1.0 WORK RELATED TO THIS TRADE IS SHOWN ON A -SERIES DRAWINGS. EACH BIDDER IS RESPONSIBLE FOR COORDINATING PRICING AND INCLUDING ALL WORK OF THEIR TRADE SHOWN IN THE DOCUMENTS. 2.0 THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN ROOMS ON THE FIRST FLOOR WITH THE CORNELL UNIVERSITY PROJECT REPRESENTATIVE IN THE EVENT THAT THERE IS EXISTING EQUIPMENT, TO REMAIN, THAT NEEDS TO BE RELOCATED OR PROTECTED IN A SPECIFIC MANNER. NO WORK SHALL BE UNDERTAKEN UNTIL THE CORNELL UNIVERSITY PROJECT REPRESENTATIVE HAS DIRECTED THE CONTRACTOR TO PROCEED. KEYED CONSTRUCTION NOTES: Q PROVIDE 4" SAN CONNECTION TO EXISTING 4" RISER. COORDINATE WITH EXISTING FEATURES TO REMAIN AND NEW WORK. 02 PROVIDE 1-1/4" DCW CONNECTION TO EXISTING 2-1/2" DCW. PROVIDE ISOLATION VALVE AT BRANCH CONNECTION. ROUTE UP TO WITHIN NEW CHASE TO SERVE WATER CLOSETS. Q PROVIDE 3/4" DHW CONNECTION TO EXISTING 1-1/4" DHW. PROVIDE ISOLATION VALVE AT BRANCH CONNECTION. ROUTE UP TO WITHIN N CHASE TO SERVE LAVATORIES. Q PROVIDE 4" SAN CONNECTION TO EXISTING 4" RISER IN CHASE. PROVIDE WALL PENETRATION AND VERIFY CONNECTION POINT PRIOR TO BEGINNING THE WORK. ARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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. APP FACILITi' ENGIN ? RING ENVIRON MEJAL HEALTH AND S DATE: ARCH - CIVIL: ELEC- MECH: REVISIONS: DATE: 12/20/12 - ISSUE FOR CONSTRUCTION 100JB 1000B 2" SAN (E) UP TO DRINKING FOUNTAIN 2-1/2" DCW (E' TO REMAIN 2" DCW (E) UP AND DN 2" VENT (E) TO REMAIN } { 2" SAN UP TO SERVE LAVATORIES I 3" VENT RISER (E) 4" C.I. SAN RISER (E 2" DCW (E) UP 3/4" DHW RECIRC (E) UP 1" G (E) UP 1" DHW (E) UP —UP TO FLOOR DRAIN (FD -1) WITH TRAP AND TRAP PRIMER (TP -1) FOR 1/2" DCW CONNECTION 4" C.I. SAN RISER (E) 3" VENT RISER (E), 3" SAN - 3" SAN (E) UP —3" TRAP 4" SAN (E) VERIFY IN FIELD 4" SAN UP —' 4" SAN UP TO FL # tR DRAIN (FD -1) WITH P AND P PRIMER (TP -1) FOR 1/2" DCW CONNECTION 4" SAN (E) 2-1/2" DCW (E) PLUG -0-4F-- 3/4" DHW RECIRC (E) 1-1/4" DHW (E) C13o CLZ ID =— ID E 12x8 EXH DUCT (E) 1/2 DCW UP TO TP -1 1/2" DCW UP TO TP -1 SERVICES (E) UP TO MOPSINK (E) • <v cu bo A 3/4" G (E) 2-1/2" DCW (E) 3/4" DHW RECIRC (E) 1-1/4" DHW (E) DATE: PROJECT: FACILITY: DESIGN: DRAWN: December 20, 2012 70302 2039H C. CHAPIN PARTIAL FIRST FLOOR PLUMBING CONSTRUCTION PLANS SCALE: 112"= SCALE: 1!2"=1'-0 16 PARTIAL FIRST F OOR P 15 14 B NG CONSTRUCTION PI 13 SCALE: /2" = 1-0" PARTIAL FIRST F OOR P U BING CONSTRUCTION P SCALE: 1/2" =11-0" NOTES 2 11 10 9 8 7 P-102 P0278 6 5 2 16 14 12 10 cold water supp trap primer vacuum breaker gravity fine floor drain 4" SAN RISER (E) 3" VENT RISER (E) --t DCW (E) — 3/4" DHW RECIRC (E) 1-1/4" DHW (E) 3" SAN RISER (E 2" VENT RISER (E 2" DCW (E) 3/4" DHW RECIRC (E) 1" DHW (E) WARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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. CEILING CEILING 695-01 figure 1 10111001111 NOTE: AUTOMATIC TRAP PRIMER SHALL BE: MFGR: SOUIX CHIEF, MODEL: 695-01 PRIME PERFECT SERIES, INLET: 1/2" FIP, OUTLET: 1/2" MIP, ACTIVATED AT 10 PSIG PRESSURE DROP. INSTALL PER MFGR. INSTALLATION INSTRUCTIONS. 200TA +-2" VENT -1/4" DCW 1 1 1 SCALE: NONE C- -1/4" DCd WC- 2" VENT -T 4'---2" VENT j j 2" VENT -1-1/2" VENT DCW 2" VENT TP -1 -1/2 DCW WC -3 3/4" DCW 1" DCW 1-1/2" VENT-+ 1/2" VENT I-1" DCW LINE SIZE ISOLATION VALVE (TYP.) DATE: (Z 1#3/Z. F ° CIL' I' ES ENGINEERING ENVIRONM _ HEALTH AND SAFETY A ARCH: CIVIL. ELEC. MECH: REVISIONS: DATE: 12/20/12 - ISSUE FOR CONSTRUCTION 111 ROM= 10 1100110 1110010. U-2 U-2 U-2 U-1 a MO HANGER ROD H GER ROD LOCKING NUT SUPPORT NUT LOCKING NUT SUPPORT NUT HANGER ROD SCHEDULE PIPE SIZE UPTO2" 2-1/2" THRU 3 4" AND 5" 6" AND 8" ROD SIZE 3/8" DIA. 1/2" DIA. 5/8" 3/4" 0 WCO-2 /4"DCW : .3/4' -DHW- I 1 1 1 1 WCO-1 " SAN 2" SAN 2" SAN 2" SAN 2" SAN FLOOR FD -1 "SAN FLOOR " SAN 2-1/2" DCW (E) 3/4" DHW RECIRC (E) 1-1/4" DHW (E) -3" SAN " SAN CLEVIS HANGER INSULATION PIPE CLEVIS HANGER PIPE HIGH DENSITY INSULATION 12" LONG INSULATION SHIELD, 12" LONG. NOTE: HANGER SPACING SHALL BE AS PER NEW YORK STATE BUILDING CODE, LATEST ADDITION. 4" SAN RISER (E) 3" VENT RISER (E 2-1/2" DCW (E) 3/4" DHW RECIRC (E) 4---1-1/4" DHW (E) SCALE: NONE SCALE: NONE REPAIR `- REMOVAL ARDEX K301 CONCRETE TOPPING SCHEDULE 40 PIPE SLEEVE PIPING TO BE REMOVED PIPE INSULATION, IF APPLICABL PIPE (S) MINERAL WOOL INSULATION FIRE RESISTIVE SEALANT TWO -COMPONENT, POLYMER - MODIFIED, PORTLAND -CEMENT, FAST -SETTING MORTAR EXISTING FLOOR TILES TO REMAIN -1/2" VENT MASONRY WALL FLOOR S : (E) OPENING TEMPO ` ' Y BOTTOM FORMWORK, TO BE REMOVED 1-1/2" VENT -1/4" DCW SCALE: 1" DCW REMOVE EXISTING PIPING WHICH PENETRATES THE FLOOR SLAB INCLUDING PIPE SLEEVE, IF APPLICABLE. 2.0 PREPARE SURFACE OF PENETRATION TO RECEIVE REPAIR MATERIAL WITH ONE OF THE FOLLOWING METHODS: FLOOR 1/8" STEEL PLATE WELDED TO SLEEVE FIRE BARRIER CAULKING & PUTTY 2.1 ROUGHEN ENTIRE SURFACE OF EXISTING CORE, OR /2" DCW ammee _.or_ . mooI _ awmP 1-1/4" DCW 0 WCO-2 2.2 APPLY SIKADUR 32, HIGH -MODULUS, HIGH-STRENGTH, EPDXY BONDING / GROUTING ADHESIVE TO ENTIRE SURFACE OF EXISTING CORE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3.0 PROVIDE TEMPORARY BOTTOM FORMWORK, SECURED TO SLAB WITH APPROPRIATELY SIZED ANCHORS. WCO-1 0 UTURE WC 3" SAN 2-1/2" DCW (E) 3/4" DHW RECIRC (E) I-1-1/4" DHW (E) 4.0 FILL PENETRATION WITH TWO -COMPONENT, POLYMER -MODIFIED, PORTLAND -CEMENT, FAST -SETTING MORTAR, IE: SIKATOP 111 PLUS EXTENDED OR APPROVED EQUAL, IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5.0 PROVIDE MAXIMUM 1/2" DEEP ARDEX K301 CONCRETE TOPPING IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. CEILING DATE: PROJECT: FACILITY: DESIGN: DRAWN: December 20.2012 70302 2039H C. CHAPIN c-4" SAN RISER (E) 3" VENT RISER (E) 6.0 REMOVE BOTTOM FORMWORK AFTER APPROPRIATE CURE TIME. PATCH HOLES LEFT BY ANCHORS. FINISH TO MATCH EXISTING. PLUMBING RISER DIAGRAMS AND DETAILS TYP CAL F GOR PENET TON DETA SCALE: 16 15 14 13 NONE 12 FLOOR REPA R DETAI SCALE: NONE P U BING RISER DIAG - ROOM 200TB P-401 NONE P0278 11 10 9 7 6 5 4 2 6 5 4 2 0 GER (TYP.) SEMI -RECESSED PENDENT MAIN OR BRANCH PIPING CEILING TYPICAL ARM -OVER PIPING DETAIL SCALE: NONE ESCUTCHEON FIRE RATED INSULATION FIRE BARRIER CAULKING & PUTTY IPE SLE E PIPE SLEEVE DETAIL SC NONE RISER DESIGNATION DETAIL DESIGNATION CONSTRUCTION TAGGED NOTE DEMOLITION TAGGED NOTE RISER SERVICE RISER NUMBER DETAIL NUMBER DRAWING NUMBER SECTION DESIGNATOR TOP REFERENCE SECTION IDENTIFICATION BOTTOM REFERENCE: DRAWING WHERE SECTION IS LOCATED DETAIL DESIGNATOR TOP REFERENCE DETAIL ID BOTTOM REFERENCE: DRAY FICA TION ERE DETAIL iS LOCATED ELEVATION DESIGNATOR TOP REFERENCE SECTION ID FICATION BOTTOM REFERENCE WING WHERE SECTION IS L TED VALVE C 0 X° (E) FLOW SWITCH ABV T PER CH AFF PIPE ©OWN PIPE UP BOTT PIPE CONNECTION TOP PIPE CONNECTION FULL PORT FLUSHING VALVE CAP OR PLUG POINT OF CONNECTION POINT OF DI aCONNECTTON EXISTING PIPING PIPING TO BE REMOVED NEW PIPING EXISTING EQUIPMENT EXISTING CONT — DTL EXIST — EXISTING F FD ABOVE ABOVE FINISI~ CONTINUED DRAIN PIPING DETAIL WET FIRE PIPING FLOOR DRAIN FHV — FIRE HOSE VALVE FLOOR FIRE PROTECTION FEET PER SECOND F FIR FP FPS FT GC — GEN CON CT HVAC CONTRACTOR R HGT — HEIGHT RM ID — JC — LPD — MECH — MTD N/A INSIDE DIAMETER JANITORS CLOSET LOW POINT DRAIN MECHANICAL ROOM MOUNTED NOT APPLICABLE NC — NOR LY CLOSED NO — NORMALLY OPEN NTS NOT TO SCALE OC ON CENTER PIV — POST INDICATOR VALVE PSI POUNDS PER SQUARE INCH PSIG — POUNDS PER SQUARE INCH GAUGE REV — REVISION SPEC — STP — SUSP — TS VERT — ROOM SPECIFICATION STAND PIPE SUSPENDED TAMPER PROOF SWITCH VERTICAL NOTE: FOR SPRINKLER H S BOLOGY, SEE SPRINKLER HEAD SCHEDULE FIRE PROTECTION AND D ING SYMBOLOGY Section General Fire Protection M SUB A SCHEDULE Hangers ficates Pipe & Finings X Sprinklers & Accessories X Fire Protection Valves X Specialty Fittings X Supports Pipe ._ +.ers Trapeze Hangers X Metal Framing Systems X ,Fasteners 0 0 0) CL co 03UE U c/) -a a C 0) X X X X X X X x x. X x x X 0 m SYMBOL TA DESCRIPT ION F BOD SPRINKLER HEAD SCHEDULE ODEL TEMP BOD RATING (F) RESPONSE NPT THREi ( IN ORIFICE K FACTOR FINISH WORKING PRESSURE (PSIG) PPROVALS LISTINGS REMARKS SP -1 SEMI -RECESSED PENDENT VIKING MICROFAST 155 QR 1/2 1/2 5.6 WHITE 175 UL, FI SPECS 1 2 3 4 5 6 7 8 9 10 TAG ACCEPTABLE MANUFACTURERS: RELIABLE, TYCO, VIKING. SPRINKLER CONSTRUCTION SHALL BE BRASS F E UTILIZING AMETAL BELL LLE SPRING SEAL, COATED ON BOTH SIDES WITH TEFLON FILM. SPRINKLERS INSTALLED ABOVE CEILINGS SHALL BE OF ABRASS FINISH SPRINKLERS INSTALLED THROUGH ACEILING SHALL BE WHITE FINISH WITH PN ADJUSTABLE SEMI -RECESSED ESCURCHEON OF S E FINISH. FUSIBLE ELEMENT SHALL BE FRANGIBLE BULB TYPE. SPARE PARTS: 2 SPRINKLERS OF EACH STYLE AND TYPE, SPRINKLER WRENCH AND STORAGE CABINET. INSTALL SPRINKLERS IN SUSPENDED CEILING IN CENTER OF NARROW DIMENSION OF ACOUSTICAL PANELS AND TO FORM ACOORDINATED UNIFORM PATTERN. COORDINATE SPRINKLER LOCATIONS WITH OBSTRUCTIONS, LIGHT FIXTURES, AIR SUPPLY DIFFUSERS OR RETURN GRILLES. SPRINKLERS SHALL NOT BE INSTALLED UNTIL B CH LINES HAVE BEEN CLEANED. ONLY NEW SPRINKLERS SHALL BE INSTALLED EQUIP ENT SCHEDULE DESCRIPTION ACCEPTABLE MANUFACTURERS FV -1 SPE( BALL VALVE, 21/2 -INCH D SMALLER WATTS, APOLLO PSIG WSP & 400 PSIG WOG, BRONZE TWO-PIECE BODY. TFE TEFLON SEATS AND SEALS,TYPE 316 STAINLESS STEEL BALL AND TRIM. 2 ALL VALVES SHALL BE UL LISTED AND FM APPROVED, WITH MINIMUM 175 PSIG NON -SHOCK WORKING PRESSURE. TE MODEL F-1 ESI PIPE AND F ING SCHEDULE EQUIPMENT MODEL NUMBER SILL WORKING PRESSURE RATING MANUFACTURER ROLL -GROOVED PIPE STANDARD WEIGHT, SCHED. 40 21/2" - 6" 300 WHEATLAND RIGID GROOVED MECHANICAL COUPLING STYLE 009H 2112" - 6" 365 VICTAULIC GROOVED MECHANICAL FITTINGS FIRELOCK 2112" - 6' 500 VICTAULIC GROOVED FLANGE ADAPTER STYLE 743 2 1/2" - 6" 500 VICTAULIC OUTLET COUPLING STYLE 72 2 1/2" - 6" 500 VICTAULIC GASKETS FLUSH SEAL. GRADE E 2 1/2" - 6" 300 VICTAULIC THREADED PIPE STANDARD WEIGHT, SCHED. 40 1" - 2" 300 WHEATLAND THREADED FII ZINGS CAST IRON, CLASS 125 1" - 2" 175 WARD THREAD -0 -LETS THREDOLET 1"- 2" 300 BONNEY FORGE SPECS 1 ALL SPRINKLER PIPING SHALL BE SCHEDULE 40 BLACK STEEL, ASTM 795, TYPE E, GRADE A. 2 CAST IRON THREADED FITTINGS SHALL BE ANSI B1.20.1 THREADS, B 16.4 DIMENSIONS, PRESSURE RATING, AS A126. 3 STEEL WELDING FITTINGS: ASTM A 234!A 234M AND ASME B16.9. 4 ROLL OR CUT GOOVE IN END OF PIPE IN ACCORDANCE TO AWWA C606 5 FLANGED JOINTS: JOIN FLANGES WITH GASKET AND BOLTS ACCORDING TO ASME B31.9. 6 THREADED JOINTS: THREAD PIPE WITH PIPE THREADS ACCORDING TO ASME B1.20.1. CUT THREADS FULL AND CLEAN USING SHARP DIES, REAM THREADED PIPE ENDS TO REMOVE BURRS AND RESTORE FULL ID. JOIN PIPE FITTINGS AND VALVES BY APPLYING APPROPRIATE TAPE OR THREAD COMPOUND TO EXTERNAL PIPE THREADS. DAMAGED THREADS: DO NOT USE PIPE OR PIPE FITTINGS WITH THREADS THAT ARE CORRODED OR DAMAGED WELDED JOINTS: CONSTRUCT JOINTS ACCORDING TO AWS D10.12M/D10,12, USING QUALIFIED PROCESSES AND WELDING OPERATORS ACCORDING TO "QUALITY ASSURANCE" ARTICLE. SCOPE OF WORK: 1.0 PROVIDE EXTENSION OF EXISTING SPRINKLER SYSTEM TO PROVIDE ADDITIONAL FIRE PROTECTION FOR AREA COVERED BY THE CONTRACT DRAWINGS. GENERAL FIRE PROTECTION NOTES: 1.0 IT IS THE INTENT OF THESE DRAWINGS TO EXTEND THE FIRE PROTECTION SYSTEM TO COVER THE NEWLY RENOVATED RESTROOMS AND THE ADJACENT CORRIDOR IN PHILLIPS HALL, SECOND FLOOR. WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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. 2.0 FIRE SUPPRESSION SYSTEMS TO BE PROVIDED SHALL INCLUDE EQUIPMENT, PIPING, HANGERS, VALVES, SPRINKLERS, EQUIPMENT SUPPORTS, ETC., FOR A COMPLETE FUNCTIONAL SYSTEM. 3.0 PRIOR TO ALTERATIONS, THE SPRINKLER CONTRACTOR SHALL FIELD VERIFY EXTENT OF ALTERATION AND NEW WORK, WITH REGARD TO EXISTING CONDITIONS AT PIPE PENETRATIONS THROUGH WALLS AND SOFFITS. 4.0 NEW SPRINKLER SYSTEM PIPING SHALL BE INSTALLED IN AREAS ABOVE CEILINGS, AS SHOWN ON PLANS. 5.0 ALL SPRINKLER COMPONENTS SHALL BE UNDERWRITERS LABORATORIES (UL) AND FM GLOBAL APPROVED. 6.0 THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE GENERAL ARRANGEMENT OF THE ITEMS INCLUDED IN THE FIRE PROTECTION WORK. AS SUCH, CONTRACTOR SHALL PROVIDE A COMPLETE SPRINKLER SYSTEM FOR THE SPACES INDICATED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE NFPA 13 -INSTALLATION OF SPRINKLER SYSTEMS, THE NEW YORK STATE BUILDING CODES, THE NEW YORK STATE FIRE CODES, LOCAL CODES, AND GOVERNING AUTHORITIES. 7.0 SPRINKLER CONTRACTOR SHALL PROVIDE FLUSHING VALVES ON ALL MAINS, CROSS -MAINS, BRANCH LINES AND RUNOUTS. VALVE SIZES SHALL BE SHOWN IN THE SHOP DRAWINGS. 8.0 THE CONTRACTOR SHALL OBTAIN THE LATEST DUFFIELD HALL FIRE PUMP TEST RESULTS FROM DAN PHILLIPS AT EH&S (607.254.1621) AND USE THE RESULTS AS THE BASIS FOR HYDRAULIC CALCULATIONS. THE HYDRAULIC CALCULATIONS SHALL BE PERFORMED BACK TO THE PUMP DISCHARGE AS THE WATER SOURCE. A MINIMUM OF 10 PSI CUSHION SHALL BE PROVIDED BETWEEN THE WATER SUPPLY CURVE AND THE SYSTEM DESIGN POINT. 9.0 CONTRACTOR SHALL FIELD VERIFY EXISTING PIPING MAIN ROUTES IN PHILLIPS HALL, SECOND FLOOR CORRIDOR AT LOCATION SHOWN ON PLAN PRIOR TO BIDDING THE WORK. 10.0 SPRINKLER CONTRACTOR SHALL COMPLETE SHOP DRAWINGS IN STRICT ACCORDANCE WITH NFPA 13 REQUIREMENTS AND SHALL SUBMIT FOR APPROVAL BEFORE PROCEEDING WITH ANY WORK. THE DRAWINGS SHALL BE CREATED AT A CONVENIENT SCALE (1/4" MIN.), CLEARLY INDICATING THE ESSENTIAL DETAILS INCLUDING ALL SPECIALTIES. IN GENERAL, THE SHOP DRAWINGS SHALL INCLUDE (BUT SHALL NOT BE LIMITED TO) A LAYOUT OF THE SPRINKLER SYSTEMS IN THE DESIGNATED AREAS. THE FABRICATION NUMBER OF ALL PIPELINES, LOCATIONS, TEST PIPE, LOW -POINT DRAINS, CONTROL VALVES, FLUSHING VALVES, HANGERS, AND OTHER PERTINENT FEATURES SHALL BE SHOWN ON THE LAYOUT. THE SIZE, NUMBER, TYPE, AND TEMPERATURE RATINGS OF THE SPRINKLER HEADS SHALL ALSO BE SHOWN ON EACH LAYOUT. 11.0 DRAWINGS AND CALCULATIONS SHALL BE FURNISHED TO THE ENGINEER, THOMAS PARSONS - DEPUTY FIRE CHIEF ITHACA FIRE DEPARTMENT, DAN PHILLIPS, CORNELL UNIVERSITY ENVIRONMENTAL HEALTH AND SAFETY FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 12.0 COORDINATE THE EXACT LOCATION OF SPRINKLERS, EQUIPMENT, AND DEVICES WITH EXISTING CONDITIONS, AS WELL AS ARCHITECTURAL, MECHANICAL AND ALL OTHER T 'ES DRAWINGS PRIOR TO ROUGH IN AND INSTALLATION. 13.0 SPRINKLER PIPING SHALL BE ARRANGED TO DRAIN THROUGH THE MAIN DRAIN VALVE WHENEVER PRACTICAL. ALL TRAPPED SECTIONS OF PIPE, EXCEPT THOSE SUPPLYING A SINGLE SPRINKLER, SHALL BE PROVIDED WITH AN AUXILIARY DRAIN VALVE COMPLETE WITH NIPPLE AND CAP OR BRASS PLUG. 14.0 PENETRATIONS THROUGH CMU WALLS SHALL BE MADE WITH GALVANIZED PIPE SLEEVES. ALL PENETRATIONS SHALL CONTAIN FIRE STOPPING WITH A FIRE RATING EQUAL TO THAT OF THE WALL BEING PENETRATED. 15.0 SPRINKLER PIPING SHALL BE LABELED. 16.0 ALL INSTALLED SPRINKLER PIPING SHALL BE THOROUGHLY CLEANED WITH A TSP SOLUTION AND THEN FLUSHED PRIOR TO FINAL INSPECTION. CLEAN AND DISINFECT SPRINKLER DISTRIBUTION PIPING AS FOLLOWS: 16.1 PURGE NEW DISTRIBUTION PIPING SYSTEMS. 16.2 FLUSH PIPING SYSTEM WITH CLEAN, POTABLE WATER UNTIL DIRTY WATER DOES NOT APPEAR AT POINTS OF OUTLET. 16.3 FILL SYSTEM WITH WATER/TRISODIUM PHOSPHATE (TSP) SOLUTION CONTAINING AT LEAST 1 GALLON TSP LIQUID PER 1000 GALLON OF SYSTEM VOLUME, ISOLATE AND ALLOW TO STAND FOR 24 HOURS. 16.4 DRAIN SYSTEM OF PREVIOUS SOLUTION TO SANITARY SEWER. 16.5 FLUSH SYSTEM WITH CLEAN, POTABLE WATER UNTIL NO TSP REMAINS IN WATER COMING FROM SYSTEM. 16.6 SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AUTHORITIES HAVING JURISDICTION. REPEAT PROCEDURE IF BIOLOGICAL EXAMINATION SHOWS EVIDENCE OF CONTAMINATION. 16.7 PREPARE REPORTS OF CLEANING AND FLUSHING ACTIVITIES. 17.0 THE CONTRACTOR SHALL THOROUGHLY INSPECT THE COMPLETED SYSTEM TO ASSURE COMPLIANCE WITH THIS SPECIFICATION, PROJECT PLANS, NFPA 13, NFPA 25, AND ALL APPLICABLE CODES AND STANDARDS. THIS MUST INCLUDE A TEST OF THE EXISTING WATER FLOW ALARM SWITCH AND ALL SYSTEM SUPERVISORY DEVICES, IN COORDINATION WITH THE FIRE ALARM SYSTEM. THE CONTRACTOR SHALL COMPLETE THE "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE" FOUND IN NFPA 25 AND SUBMIT AS PART OF THE SYSTEM FINAL ACCEPTANCE. 18.0 THE CONTRACTOR SHALL PROVIDE 48 HOURS NOTICE TO THE OWNER PRIOR TO ANY SYSTEM SHUTDOWNS AND FOR HYDROSTATIC TESTING OF THE FIRE PROTECTION SYSTEM. TEST DATA SHALL BE RECORDED AND SUBMITTED FOR REVIEW. CONTRACTOR SHALL MAKE REPAIRS AND RE -TEST AS NEEDED UNTIL SYSTEM PASSES. SCHEDU ES NOTES F ES ENGINEE `ING ENVIRONMEI' D SA DATE: ARCH. CIVIL' ELEC. MECH: A REVISIONS: DATE: 12/20/12 - ISSUE FOR CAN: .414 5301111:181.10I 0 0 DATE: PROJECT: FACI DESIGN: DRAWN: GENERAL NOTES, SCOPE OF WORK, SYMBOLOGY AND SCHEDULES FP -000 P0278 16 15 14 13 12 11 10 9 8 1 7 6 5 4 2 15 14 12 11 10 9 8 7 5 4 PART A SECOND FLOOR FIRE PROTECTION CONSTRUCTION PLAN 16 15 14 13 12 10 SCALE: 1/4" = 1-0" 2 GENERAL CONSTRUCTION NOTES: 1.0 IT IS THE INTENT OF THESE DRAWINGS TO PROVIDE A FIRE PROTECTION SYSTEM FOR THE PROTECTION OF THE AREA TO BE RENOVATED AND THE ADJACENT CORRDIOR AREA IN PHILLIPS HALL, SECOND FLOOR. 2.0 PRIOR TO ALTERATIONS, THE SPRINKLER CONTRACTOR SHALL FIELD VERIFY EXTENT OF ALTERATION AND NEW WORK, WITH REGARD TO EXISTING CONDITIONS AT PIPE PENETRATIONS THROUGH WALLS, CEILINGS AND SOFFITS. 3.0 NEW SPRINKLER SYSTEM PIPING SHALL BE INSTALLED IN EXPOSED CEILING AREAS AND ABOVE CEILINGS, AS SHOWN ON PLANS. PIPING AND HANGER ASSEMBLIES SHALL BE PAINTED IN EXPOSED AREAS. COLOR TO BE SELECTED BY ARCHITECT AND FIELD -PAINTED BY GC. 4.0 CONTRACTOR SHALL PROVIDE A COMPLETE SPRINKLER SYSTEM FOR THE SPACES INDICATED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE NFPA 13 -INSTALLATION OF SPRINKLER SYSTEMS,THE NEW YORK STATE BUILDING CODES, THE NEW YORK STATE FIRE CODES, LOCAL CODES, AND GOVERNING AUTHORITIES. 5.0 COORDINATE THE EXACT LOCATION OF SPRINKLERS, EQUIPMENT, AND DEVICES WITH EXISTING CONDITIONS, AS WELL AS ARCHITECTURAL, MECHANICAL AND ALL OTHER " ` ES DRAWINGS PRIOR TO ROUGH IN AND INSTALLATION. KEYED CONSTRUCTION NOTES: 0 EXISTING 4" ZONE ASSEMBLY. PROVIDE FULL SPRINKLER COVERAGE IN THIS SPACE, WITH A LIGHT H RD CLASSIFICATION. NOTES WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY, IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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, APP FA 'w ES ENGINEERING ENVIRONMALHEALTH AND SAFETY REVISIONS: DATE: 1 212 0/1 2 - ISSUE FOR CONSTRUCTION. DATE: PROJECT: FACILITY: DESIGN: to w �z December 20, 2012 70302 2039H C. CHAPIN PARTIAL SECOND FLOOR FIRE PROTECTION CONSTRUCTION PLAN FP -101 P0278 6 4 12 10 6 4 2 ELECTRIC BREVIATIONS AOM ADDRESSABLE OUTPUT MODULE ARB AUXILIARY RELAY BOARD AMM ADDRESSABLE MONITOR MODULE ATS AUTOMATIC TRANSFER SWITCH C CONDUIT CR CONTROL RELAY FS FAN SHUT DOWN FAAP FIRE ALARM ANNU TOR P LFMC LIQUID TIGHT FLEXIBLE METALLIC CONDUIT PVC POLYVINYL CHLORIDE FACP FIRE ALARM CONTROL P EL SNAC SUPPLEMENTAL NOTIFICATION APPLIANCE PANEL EC ELECTRICAL CONTRACTOR CKT CIRCUIT BKR BREAKER LTG LIGHTING EMT ELECTRICAL METALLIC TUBING RGS RIGID GALVANIZED STEEL AFF ABOVE FINISHED FLOOR UE UNDERGROUND ELECTRIC OE OVERHEAD ELECTRIC PC PHOTO CELL LC LIGHTING CONTACTOR UPS UNINTERRUPTIBLE POWER SUPPLY ATS AUTOMATIC TRANSFER SWITCH MTS MANUAL TRANSFER SWITCH GAA GENERATOR ALARM ANNUNCIATOR GND GROUND HP HORSEPOWER VARIABLE FREQUENCY DRIVE. KILOWATT MCB MAIN CIRCUIT BREAKER MLO MAIN LUG ONLY NIC NOT IN CONTRACT TSP TWISTED SHIELDED PAIR TYP TYPICAL UOi UNLESS OTHERWISE INDICATED V VOLT WP WATERPROOF PP POWER PANEL LIGHTING SYMBOLS SCHEDULE/ SHOP DWGS. TRACK LIGHTS 0 l�J SD FLUORESCENT LIGHTS. I TRANSMITTER BEAM DETECTOR SD BR RECEIVER BEAM DETECTOR 0� SURFACE MOUNTED OR RECESSED DOWN LIGHTS. FS LIGHTING DIMMER. 64 l4 EXIT LIGHT_ !EMI EMERGENCY WALLPACK LUMINAIRE EMERGENCY/EXIT COMBO WALLPACK LUMINAIRE EM FIRE M HORN ONLY FA FA EM FB EM LIGHTING FIXTURE. FA = FIXTURE TYPE, REFER TO SPECIFICATIONS. a = CONTROL BY WALL SWITCH MARKED SAME. EM = EMERGENCY POWER SOURCE. 1 1 (j� J 3 4 THREE OR FOUR WAY SWITCH. }APS I SINGLE POLE SWITCHES GANGED ON A SINGLE PLATE MARKED SAME AS ABOVE. IRTSI OCCUPANCY SENSOR. 'C INDICATES CEILING MOUNTED. NV' INDICATES WALL MOUNTED. ® COMBINATION LIGHT SWITCH & OCCUPANCY SENSOR. SECURI SYMBOLS IPB SECURITY SYS PANIC BUTTO IDS 1 SECURITY SYSTEM D CH FIRE R SYMBOLS SCHEDULE/ SHOP DWGS. MAGNETIC DOOR HOLDER HD35 HD HEAT DETECTOR 135 F OR 200 F FIXED TEMP SENSOR SD SMOKE DETECTOR PHOTOFI FCTRONIC SENSOR SD BT TRANSMITTER BEAM DETECTOR SD BR RECEIVER BEAM DETECTOR DD DUCT DETECTOR FS FLOW PRESSURE SWITCH TS TAMPER SWITCH PS LOW AIR SWITCH FIRE ALARM STROBE/HORN COMBO 1600AF FIRE M HORN ONLY DRAWOUT DEVICE FIRE ALARM PULL STATION RAI REMOTE INDICATOR POTENTiALTRANSFORMER }APS I AUXILIARY POWER SUPPLY. IRTSI REMOTE TEST S CHISTA ® FIRE ALARM STROBE IAMMI ADDRESSABLE MONITOR MODULE ISNACI SUPPLEMENTAL NOTIFICATION APPLIANCE CIRCUIT PANEL CIRCUIT MONITOR CARBON NOX DETECTOR ELECTRICALONE-LINE SYMBOLS SCHEDULE/ SHOP DWGS. POINT OF CONNECTION TO EXISTING WORK TO REMAIN AIR BREAK INTERRUPTER SWITCH POINT OF DEMOLITION TO EXISTING WORK TO REMAIN O&M DATA WORK TO REMAIN (GRAYSCALE) - FUSED DISCONNECT SWITCH --1 `1' 'r NEW WORK (BOLD) „...--~ THERMAL MAGNETIC MOLDED CASE CIRCUIT BREAKER 1200AT Y CIRCUIT BREAKER SOLID STATE TRIP CHARACTERISTICS INDICATED BY SUBSCRIPTS: AT - TRIP COIL AMPERE RATING AF - FRAME SIZE AMPERE RATING CL - CURRENT LIMITING L - LONG TIME TRIP S - SHORT TIME TRIP I - INSTANT ANEOUS TRIP G - GROUND FAULT TRIP SH - SHUNT TRIP P -1A GI' 12 Z1AINDICATES P -1A 0 12 BRANCH CIRCUITRY TO POWER RECEPTACLE DEVICES) IS NOT INDICATED ON THE CONTRACT DOCUMENTS. THE ALPHA -NUMERIC TEXT ADJACENT TO THE DEVICE SYMBOL INDICATES THE PANEL AND CIRCUIT NUMBER ITS FED FROM. FOR EXAMPLE: P -1N12 THAT THE DEVICE IS FED FROM PANEL P -1A, CIRCUIT #12. PROVIDE CIRCUITRY TO DEVICE(S) AS FOLLOWS: DEVICES INDICATED WITH THE SAME CIRCUIT NUMBER SHALL BE CIRCUITED TOGETHER TO A 20AMP/1-POLE CIRCUIT BREAKER USING 2#12, 1#12G, IN 3/4 INCH EMT CONDUIT UNLESS INDICATED OTHERWISE. A MAXIMUM OF FOUR 20 AMP, SINGLE PHASE BRANCH CIRCUITS CONSISTING OF (8#12, 1#12G) SHALL BE PERMITTED IN ONE INCH EMT CONDUIT. PLUGMOLD 1600AF (< »— DRAWOUT DEVICE —13 CT CURRENT TRANSFORMER —(—— PT POTENTiALTRANSFORMER I{L0 TWO DUPLEX CONVENIENCE RECEPTACLES MOUNTED ON A SINGLE GANG PLATE. MOV TYPE LIGHTNING. ARRESTOR SIZE AND CLASS AS INDICATED o--_ ® METER/INSTRUMENT LEI I ER INDICATES FUNCTION A - AMMETER PF - POWER FACTOR METER S -SYNCHROSCOPE VH - VARHOUR METER V - VOLT METER VAR- VARMETER W - WATTMETER WH - WATTHOUR METER WHD- WATTHOUR METER W/DEMAND REGISTER 121 MANUAL MOTOR STARTER, SURFACE MOUNTED UNLESS OTHERWISE INDICATED. CIRCUIT MONITOR CM COMBINATION STARTER. METERING DEVICE, TYPE INDICATED ON CONTRACT DOCUMENTS. V COMMUNICATION OUTLET. AS METER/INSTRUMENT SWITCH LEI I ERS INDICATE FUNCTION: AS - AMMETER SWITCH VS - VOLTMETER SWITCH WS - WATTMETER SWITCH CIRCUIT T I TRANSFORMER, REFER TO SCHEDULE FOR SIZE AND TYPE C (G) GENERATOR SET THERMOSTAT W AATRANSFER SWITCH, RATING AS INDICATED. VFD VARIABLE FREQUENCY DRIVE. I j GENERATOR EMERGENCY SHUTDO STATION. WEATHERPROOF, BREAK -GLASS TYPE. GRA GROUND CONNECTION 3 -SPD THREE SPEED SWITCH 10'-0" x 5/8' DIAMETER, COPPER CLAD GROUND ROD. TOP OF ROD 2'0" BELOW FINISHED GRADE UNLESS WELDS ONLY MOWED FUSION -r EXOTHERMIC WELDS FOR GRID CONNECTION, UNDERGROUND WORK GROUND TERMINATION TO EQUIPMENT. (FRAME, GROUND BUS, TRANSFORMER NEUTRAL) No. 4/0 STRANDED BARE COPPER PIGTAIL. MINIMUM 6'-0" COIL FOR FUTURE USE. GENERAL SYMBOL LEGEND ENLARGED DETAIL EXTERIOR ELEVATION F10 4, 103 11/4F10 A103 INTERIOR ELEVATION i(A10 D16> A103 A103 0 KEYNOTE DEMOLITION 99 KEYNOTE NEW WORK J 44 Li IJ N MATCH LINE NORTH ARROW SECTION GENERAL ELECTRICAL SYMBOLS SCHEDULE/ SHOP DWGS. POINT OF CONNECTION TO EXISTING WORK TO REMAIN SAMPLES POINT OF DEMOLITION TO EXISTING WORK TO REMAIN O&M DATA WORK TO REMAIN (GRAYSCALE) - REMOVAL WORK (DASHED) NEW WORK (BOLD) ODRAWING REMOVAL KEYED NOTE INDICATOR Y DRAWING CONSTRUCTION NOTE INDICATOR P -1A GI' 12 Z1AINDICATES P -1A 0 12 BRANCH CIRCUITRY TO POWER RECEPTACLE DEVICES) IS NOT INDICATED ON THE CONTRACT DOCUMENTS. THE ALPHA -NUMERIC TEXT ADJACENT TO THE DEVICE SYMBOL INDICATES THE PANEL AND CIRCUIT NUMBER ITS FED FROM. FOR EXAMPLE: P -1N12 THAT THE DEVICE IS FED FROM PANEL P -1A, CIRCUIT #12. PROVIDE CIRCUITRY TO DEVICE(S) AS FOLLOWS: DEVICES INDICATED WITH THE SAME CIRCUIT NUMBER SHALL BE CIRCUITED TOGETHER TO A 20AMP/1-POLE CIRCUIT BREAKER USING 2#12, 1#12G, IN 3/4 INCH EMT CONDUIT UNLESS INDICATED OTHERWISE. A MAXIMUM OF FOUR 20 AMP, SINGLE PHASE BRANCH CIRCUITS CONSISTING OF (8#12, 1#12G) SHALL BE PERMITTED IN ONE INCH EMT CONDUIT. PLUGMOLD XXXXXXX LP -1 =is PANELBOARD. til JUNCTION BOX. GFI � DUPLEX CONVENIENCE RECEPTACLE, GF = GROUND FAULT INTERRUPTER PROTECTION. TWO DUPLEX CONVENIENCE RECEPTACLES MOUNTED ON A SINGLE GANG PLATE. 5 20R ® SPECIAL PURPOSE RECEPTACLE DEVICE. PROVIDE SINGLE DEVICE WITH NEMA RATING AS INDICATED AND MATCHING COVER PLATE. MOTOR, NUMBER INSIDE SYMBOL INDICATES HORSEPOWER. 121 MANUAL MOTOR STARTER, SURFACE MOUNTED UNLESS OTHERWISE INDICATED. DISCONNECT SWITCH. COMBINATION STARTER. METERING DEVICE, TYPE INDICATED ON CONTRACT DOCUMENTS. V COMMUNICATION OUTLET. SINGLE POLE SWITCH. CIRCUIT CONDUIT DROP OR RISE AS INDICATED C LP HOMERUN TO PANEL LP1, CIRCUIT 83. FED FROM 20A -1P BREAKER IS INTENDED UNI FSS NOTED OTHERWISE. RUN GREENWIRE GROUND FOR ALL CIRCUITS. PROVIDE ONE GROUND PER CIRCUIT UNLESS SHOWN OTHERWISE. THERMOSTAT W WIRE MOLD SURFACE RACEWAY VFD VARIABLE FREQUENCY DRIVE. I j GENERATOR EMERGENCY SHUTDO STATION. WEATHERPROOF, BREAK -GLASS TYPE. GRA GENERATOR REMOTE ANNUNCIATOR 3 -SPD THREE SPEED SWITCH ELECTRICAL SYMBOLOGY ELECTRICAL SCOPE OF WORK: 1.0 THE ELECTRICAL SCOPE OF WORK FOR THIS PROJECT IS TO PROVIDE ELECTRICAL SUPPORT FOR THE CONSTRUCTION OF AN ADA ACCESSIBLE RESTROOM AS SHOWN ON THE DRAWINGS. 2.0 WORK SHALL INCLUDE DEMOLITION OF ELECTRICAL D ICES, CIRCUITING, EQUIPMENT, POWER AND DISPOSAL OF SAME. 0 NEW ELECTRICAL WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 3.1 PROVIDE NEW LIGHTING, CIRCUITRY, AND CONTROLS. 3.2 PROVIDE NEW POWER AND GFI CONVENIENCE RECEPTACLES. 3.3 PROVIDE NEW FIRE ALARM NOTIFICATION DEVICE. WARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX rc 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. DATE: 1 .1 TERIAL SCHEDULE/ SHOP DWGS. PRODUCT DATA SAMPLES INSPECTIONS TESTS O&M DATA WARRANTIES GENERAL LUMINAIRES Y Y SWITCHES Y Y RECEPTACLES Y SCOPE OF WORK REVISIONS: ENVIRON ARCH: CIVIL' ELEC. MECH. GENERAL NOTES: 1.0 THESE DRAWINGS ARE FOR CORNELL UNIVERSITY USE ONLY. CONTACT CORNELL UNIVERSITY PROJECT REPRESENTATIVE WITH ELECTRICAL QUESTIONS. 2.0 ELECTRICAL SCHEMATICS INDICATED ON CONTRACT DOCUMENTS ARE DIAGRAMMATIC. IT IS NOT THE INTENT TO SHOW EXACT OR MOST EFFICIENT ROUTING. VERIFY ALL DIMENSIONS AND FIELD CONDITIONS ON SITE. ANY CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS SHALL BE BROUGHT TO CORNELL UNIVERSITY PROJECT REPRESENTATIVE FOR RESOLUTION BEFORE WORK PROCEEDS. 0 ASSURE PUBLIC AND WORKER SAFETY AT ALL TIMES. PROTECT ADJOINING AREAS FROM DAMAGE AND DUST. REMOVE ALL DEBRIS FROM SITE AND DISPOSE OF WASTE MATERIAL IN A SAFE MANNER. KEEP THE PREMISES FREE OF DEBRIS FROM THE EXECUTION OF WORK. DELIVER A FINAL PRODUCT THAT IS CLEAN AND OPERABLE. 4.0 FIRE STOP ELECTRICAL PENETRATIONS THROUGH FIRE RATED WALLS AND/OR FLOORS WITH MATERIAL EQUAL IN RATING TO THE CONSTRUCTION OF THE MATERIAL PENETRATED. 5.0 PERFORM WORK IN ACCORDANCE WITH THE REQUIREMENT OF THE LATEST PUBLICATIONS OF THE NEC, NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, NEW YORK STATE ENERGY CODE AND LOCAL CODES APPLICABLE TO THE PARTICULAR WORK. 6.0 WORK SHALL BE COMPLETED AS SPECIFIED AND INDICATED ON CONTRACT DOCUMENTS. ANY SUGGESTED ALTERNATE MANUFACTURER OR METHOD OF INSTALLATION SHALL BE SUBMITTED TO PROJECT ENGINEER FOR APPROVAL PRIOR TO ORDERING ANY MATERIALS OR COMMENCING EXECUTION OF THE WORK. 7.0 GROUNDING SHALL BE IN STRICT ACCORDANCE WITH NEC ARTICLE 250. PROVIDE EQUIPMENT GROUND CONDUCTOR WITH EACH BRANCH CIRCUIT INDICATED ON CONTRACT DOCUMENTS. 8.0 CONDUCTOR SHALL BE ROUTED WITH ASSOCIATED PHASE CONDUCTORS. 9.0 PROVIDE A NEW TYPE WRITTEN DIRECTORY FOR EACH PANELBOARD. LABEL ALL NEW DEVICE FACEPLATES WITH SOURCE AND CIRCUIT NUMBER. PROVIDE PERMANENT LABEL ON SWITCHING DEVICES INDICATING EQUIPMENT SERVICE AND INVENTORY NUMBER. COORDINATE EQUIPMENT INVENTORY NUMBERS WITH CORNELL UNIVERSITY'S MECHANICAL SHOP, 255-8667. 10.0 CIRCUITS RATED 20 -AMP, 120 VOLT SHALL CONTAIN SEPARATE NEUTRAL CONDUCTORS. .0 CONDUCTORS SHALL BE A MINIMUM 12AWG, STRANDED COPPER, 600VAC, 90 DEGREE C, TYPE THHN/THWN FOR DRY AREAS AND XHHWITHWN FOR WET AREAS. 12.0 CONDUIT EXPANSION JOINTS SHALL BE INSTALLED AS PER NEC AND WHERE BUILDING VIBRATION JOINTS EXIST. 0 CONDUITS SHALL BE A MINIMUM OF 3/4 INCHES DIAMETER. CONDUITS SHALL BE ELECTRICAL METALLIC TUBING (EMT), CONCEAL CIRCUITRY WHEREVER POSSIBLE. EXPOSED CIRCUITRY SHALL BE SURFACE MOUNT AND PAINTED TO MATCH WALL OR CEILING SURFACE. 14.0 AIC RATING OF NEW CIRCUIT BREAKERS SHALL MATCH RATING OF RESPECTIVE PANELBOARD. SIZE AS INDICATED. 15.0 PROVIDE PULL STRING THROUGH NEW CONDUIT AND BOXES. PROVIDE SUPPORT HANGERS FOR CONDUIT AS NEEDED. 16 15 ELECTRICAL ABBREVIATIONS 14 13 12 11 10 6 5 SUB I A SCHEDU E 4 2 NOTES DATE: 12/20/12 - ISSUE FOR CONSTRUCTION 121 IBM= E 31.3.301. C C CDCt E 0 E -� DATE: December 20, 2012 PROJECT: 70302 FACILITY: 2039H DESIGN: WHIT ORE DRAWN: jd ELECTRICAL SCOPE OF WORK, GENERAL NOTES, SCHEDULES, SYMBOLOGY & ABBREVIATIONS E-000 P0278 A 16 5 4 2 0 KEYED DEMOLITION NOTES: Q EXISTING LUMINAIRES TO BE REMOVED. LIGHTING CIRCUIT TO BE REUSED DURING CONSTRUCTION PHASE. REMOVE EXISTING CONVENIENCE RECEPTACLE. REMOVE POWER CONDUCTORS COMPLETELY BACK TO JUNCTION BOX ABOVE CEILING. POWER CIRCUIT TO BE REUSED DURING THE CONSTRUCTION PHASE. SEE CONSTRUCTION NOTE 2 FOR DETAILS. WARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER 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. AP':, OVAL: DATE: Q REMOVE EXISTING SWITCH. LIGHTING CIRCUIT TO BE REUSED DURING THE CONSTRUCTION PHASE. CI ES ` t"` EERING REMOVE EXISTING SWITCHES. ABANDON CONDUIT & BACKBOX AND PROVIDE BLANK COVERPLATE. REMOVE POWER CONDUCTORS COMPLETELY BACK TO JUNCTION BOX ABOVE CEILING TO MAINTAIN CONTINUITY OF CIRCUIT TO REMAINING DEVICES. Q REMOVE EXISTING SWITCHES. REMOVE POWER CONDUCTORS COMPLETELY BACK TO NEAREST JUNCTION BOX. REMOVE BACKBOX AND CONDUIT AFTER WALL DEMO. RON AL HEALTH AND SAFETY ARC CIVIL: ELEC- MECH: , w REVISIONS: DATE 12/20/12 - ISSUE FOR CONSTRUCTION 200TB PROVIDE NEW GRID MOUNTED LUMINAIRE. REUSE EXISTING LIGHTING CIRCUITRY, MODIFY OR EXTEND CIRCUITRY AS REQUIRED WITH (2) 12 AWG THHN AND (1) 12 AWG THHN GROUND IN FLEXIBLE METAL CONDUIT AND MAKE CONNECTIONS. LUMINAIRE UFACTURER: COLUMBIA, STR22-217G-MPO-E-U. TYPICAL OF 6. QREUSE EXISTING POWER CIRCUIT FROM REMOVED CONVENIENCE RECEPTACLES. CIRCUIT WITH (2) 12 AWG THHN AND (1) 12 AWG THHN GROUND IN 3/4" EMT. PROVIDE GFI CONVENIENCE RECEPTACLE AND MAKE CONNECTIONS. MOUNT AT 30" AFF. (ALL NEW ELECTRICAL DEVICES SHALL BE WHITE) OFFICE 196SF OFFICE 351SF OFFICE 196SF OFFICE 351SF 'PIC OF 3 ABOVE GRID CEILING, PROVIDE 4" X 4"JUNCTION BOX WITH 120 VAC / 24 VAC TRANSFORMER (SLOAN PART # EL154) FOR FLUSH VALVES. MODIFY OR EXTEND EXISTING POWER CIRCUIT FEEDING GFI CONVENIENCE RECEPTACLE. MAKE CONNECTIONS (ON LINE SIDE OF GFCI) TO LOW VOLTAGE TRANSFORMER. FROM TRANSFORMER JUNCTION BOX, EXTEND 1/2" EMT WITH (2) 18 AWG CONDUCTORS TO A RECESSED 4" SQUARE JUNCTION BOX WITH 3/4", 2 - GANG PLASTER RING AT EACH FLUSH VALVE LOCATION AND MAKE CONNECTIONS. TYPICAL OF 10. 0 PROVIDE NEW SURFACE MOUNT LUMINAIRE, LITECONTROL W-AID3414T8-PFF-CFM-LP/ELB-1CWQ-120. REUSE EXISTING LIGHTING CIRCUIT AND MODIFY OR EXTEND CIRCUITRY AS REQUIRED WITH (2) 12 AWG THHN AND (1) 12 AWG THHN GROUND IN 3/4" EMT AND MAKE CONNECTIONS. MOUNT DIRECTLY ABOVE MIRROR. COMBINE EXISTING LIGHTING CIRCUITS WITHIN RESTROOM INTO ONE CIRCUIT AND CONTROLLED BY ONE SWITCH. CORRIDOR 200CA CORRIDOR PROVIDE NEW COMBINATION WALL SWITCH OCCUPANCY SENSOR IN A FLUSH MOUNT BACK BOX, CIRCUIT TO CONTROL FIXTURES WITHIN ROOM (HUBBELL LHMTS1W). MOUNT AT 48" TO TOP OF BOX AFF. RELOCATE EXISTING FIRE ALARM NOTIFICATION DEVICE AS NEEDED TO ALLOW FOR CEILING UPGRADES. MOUNT AT 80" AFF TO BOTTOM OF LENS. PROVIDE NEW GRID MOUNTED LUMINAIRE. MODIFY OR EXTEND HALLWAY LIGHTING CIRCUITRY AS REQUIRED WITH (2) 12 AWG THHN AND (1) 12 AWG THHN GROUND IN FLEXIBLE METAL CONDUIT AND MAKE CONNECTIONS. LUMINAIRE MANUFACTURER: COLUMBIA, STR22-217G-MPO-E-U. QPROVIDE (1) 120VAC CIRCUIT TO POWER NEW WATER FOUNTAIN. PROVIDE (2) 12 AWG THHN, (1) 12 AWG THHN GROUND IN 3/4" EMT FROM POWER PANEL AND MAKE CONNECTIONS TO NEW RECEPTACLE. PROVIDE NEW GFCI 20A / 1P CIRCUIT BREAKER IN POWER PANEL. NEW BREAKER AIC RATING SHALL MATCH EXISTING PANELBOARD. EXISTING POWER PANEL 200TA JAN. 42SF JAN. 42SF LOBBY 161SF LOBBY 161SF TYPICAL OF 7 DATE: December 20, 2012 PROJECT: `=' 70302 FACILITY: 2039H DESIGN: J. WHITMORE DRAWN: PARTIAL SECOND FLOOR ELECTRICAL DEMOLITION AND CONSTRUCTION PLANS SCALE 1/4"=1`-0" SCALE: 1/4"=1'-0" PARTIAL SECOND F OOR ELECTRICAL DEMOLITION P SCALE: 1/4" = 1'-0" PARTIA SECOND FLOOR ELECTRICAL CONSTRUCTION PLAN 16 14 13 12 11 0 8 7 6 5 SCALE: /4" = 1'-0" NOTES P0278 3 2