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HomeMy WebLinkAboutCU-Olin-Library-Entrance_Drawing-SetABBREVIATIONS • • ACP/APC ACOUSTIC CEILING PANEL EQ EQUAL LLH ACT/ATC ACOUSTIC CEILING TILE EST E5TI11ATE LLV ADJ ADJACENT EQUIP EQUIPMENT we AFF ABOVE FINISfiED FLOOR EWC ELECTRIC IJA TER COOLER LTG AlA AMERICAN INSTITUTE OF ARCHITECTS EXH EXHAUST LTL ALLOW ALLOWANCE EX cr EXIST EXISTING LVL ALT ALTERNATE EXT EXTERIOR LVP ALUM ALUMINUM FD FLOOR DRAIN LVR ANOD ANODIZED FDN FOUNDATION LVT APPROX APPROXI1ATEL Y FE FIRE EXTINGUISHER MAR ARCH ARCHITECT !URAL! FEC FIRE EXTINGU15HER CABINET MAS u AVG AVERAGE F/F FACE OF FINISH MAT v AWC ACOUSTICAL WALL COVERING FGL FIBERGLASS MAX ~ ~ AWP ACOUSTICAL WALL PANELING FIN FINISH t1DF w B/F BOTTOM OF FOOTING FIN FLR FINISHED FLOOR MOO "' ~ BIT BITUMINOUS FIXT FIXTURE t1ECH 0 .r, BLDG BUILDING FLR FLOOR MEZZ I t~ BLKG BLOCKINC. FM FACTORY MUTUAL t1FR C'J BM BEAM/BENCHMARK FlO FACE OF MIN 0 r-B/0 BOTTOM OF FP FIRE PROOFING MISC ~ / BRD BOARD FR FIRE RESISTIVE MO " BRK BRICK FRMC. FRAMING MTL 0 "' BSMT BASEMENT FRP FIBERGLASS REINFORCED PLASTIC NA "' 0 BTUIII BETWEEN FT FOOT /FEET OR FIRE TREATED NIC u / BUR BUlL T -UP ROOF FTG FOOTING NO. OR# ~ CABT CABINET FTRTD FIRE TREATED NOM " 0 CEM CEMENT /CEMENTITIOUS FUR FURRING NTS s CF CUBIC FOOT /FEET FURN FURNITURE OA ru u CJ CONTROL JOINT GA GAUGE oc "' CL CENTERLINE GAL GALLON OD "" w CLG CEILINC. GALV GALVANIZED OH "' CLO CLOSET GC GENERAL CONTRACTOR OPNG ru CLR CLEAR GEN GENERAL OPP 0 " CMU CONCRETE MASONRY UNIT GL GLASS/GLAZING OPPH ~ COL COLUI1N/COLOR GNT C.RANITE OSB h ~ COMP COMPOSITE C.R C.RADE oz ~ "" CONC CONCRETE GRND GROUND PAIH .S CONST CONSTRUCTION GT C.LAZED TILE PBRD '" CONT CONTINUOUS GWB GYPSUM WALLBOARD PC ~ CONTR CONTRACTOR GYP GYPSU11 PED r;:, COORD COORDINATE H HIGH PERF ~ CORR CORRIDOR H/C HANDICAPPED ACCESSIBLE PL '" ,, COR RUG CORRUC.A TED HDWD HARDWOOD PLAM .o .:1 CPT CARPET HDWR HARDWARE PLAS ~ CPT. T. CARPET TILE HGT HEIGHT PLBG "' CRS COURSIE!Sl HM HOLLOW METAL PLYWD 0 CT CERAMIC TILE HORIZ HORIZONTAL PNL CY CUBIC YARD HPC HIGH PRESSURE LAMINATE PNT ,._ D DEPTH HR HOUR PREFAB 0') OF DRINKING FOUNTAIN HVAC HEATING, VENTILA liNG I AIR CONDITIONING. PRE FIN 0 DIAI1ETER ID INSIDE DIAMETER PSF "-DIA ~ DIAG DIAGONAL IN INCH PSI / ,~ DIM Dlt1ENSION INCL INCLUDED. INCLUDING PT ~ 0 DL DEAD LOAD INSUL INSULATION PTD N / ON DOIIIN INT INTERIOR PVC "' DO DITTO INV INVERT PVMT "' "' DR DOOR JAN JANITOR QT , DTL DETAIL JT JOINT QTY "' "' DIIIG DRAWING L LIEHGTH QTZ 0:: EA EACH LAM LAMINA TEIDl R 0 EIFS EXTERIOR INSULATION FINISH SYSTEM LAV LAVATORY RC ~ / EJ EXPANSION JOINT LB POUND RD if.j EL ELEVATION LF LINEAR FEET RECT ELEC ELECTRIC IALJ LG LIGHT GAUGE REF ,._ ELEV ELEVA TOR/ELEVATION LGMF LIGHT GAUGE METAL FRAMING REG ~ 0 EM ENTRANCE MAT LIN. MTl-LINEAR METAL CEILING REINF N '~ ENTR ENTRANCE LINO LINOLEUM REOD r--EPS EXPANDED POLYSTYRENE LL LIVE LOAD RES N ~- ~ ~ OLIN LIBRARY-CORNELL UNIVERSITY AINENT LONG LEG HORIZONTAL REV REVISED/REVISION LONG LEG VIERTICAL RM ROOM LOCATION RO ROUGH OPENINC. UC.fiTING ROW RIGHT OF IIIAY UN TEL RUB RUBBER LAMINATED VENEER LUMBER SCHED SCHEDULE LUXURY VINYL PLANK SEC SECTION LOUVIER SLNT SEALANT LUXURY VINYL TILE SLR SEALER MARBLE SLT SLATE t1ASONRY SF SQUARE FOOT MATERIAL SHT SHEET MAXII1UM 5111 Slt11LAR MEDIUM DENSITY FIBERBOARD SPEC SPECIFICATIONS t1EDIUM DENSITY OVERLAY SPR SPRINKLER MECHANICAL 5Q SQUARE MEZZANINE 55 STAINLESS STEEL MANUFACTURER SSM SOLID sURFACE MATERIAL MINIMUM STC SOUND TRANSMISSION CLASS MISCELLANEOUS STD STANDARD MASONRY OPENING STL STEEL METAL STN STAIN NOT APPLICABLE STRUCT STRUCTURAL NOT IN CONTRACT SURF SURFACE NUI1BER SUSP SUSPENDED NOMINAL SY SQUARE YARD NOT TO SCALE SYM SYMMETRCAL OVERALL T TREAD ON CENTER TEL TELEPHOI!E OUTSIDE DIAMETER TEMP TEI1PORARY OVERHEAD TERR TERRAZZO OPENING THK THICK OPPOSITE THRESH THRESHOLD OPPOSITE HAND TIG TONGUE I GROOVE ORIENTED STRAND BOARD T/0 TOP OF OUNCE TOIL TOILET PARTITION TIS TOP OF STEEL PARTICLE BOARD TTL TOTAL COMPUTER TV TELEVISION PEDIMAT TYP TYPICAL PERFORATED UL UNDERWRITER'S LAEORATORY PLATE UNO UNLESS NOTED OTHERWISIE PLASTIC LAMINATE UR URINAL PLASTER VAR VARIES IV ARIABLE PLUI1BINC. YARN VARNISH PLYWOOD VB VAPOR BARRIER PANEL VCT VINYL COMPOSITION TILE PAINT VERT VERTICAL PREFABRICATED VET VINYL ENHANCED TILE PRE-FINISHED VEST VESTIBULE POUNDS PER SQUARE FOOT VIF VERIFY IN AELD POUNDS PER SQUARE INCH VNR VENEER PRESSURE TREATED VTR VENT THROUGH ROOF PAINTED vwc VINYL WALL COVERING POL '!'VINYL CHLORIDE w WIDE PAVeMENT W/ WITH QUARRY TILE we WATER CLOSET /WALL COVERING QUANTITY we WOOD QUARTZ IUD PNL WOOD PANELING RISER/RADIUS WF WIDE FLANGE RESILIENT CHANNEL WIN WINDOW ROOF DRAIN 111/0 WITHOUT RECTANGULAR WR WATER RESISTANT REFERENCE WT WEIGHT REGULAR IIIWF WELDED IIIIRE FABRIC REINFORCE CD> IMENTl REQUIRED RESILIENT FLOORING NCE ~PLACE ENT ITHACA, NEW YORK HKK PROJECT# 17037 ARCHITECT: HOLMES " KING " KALLQUIST & ASSOCIATES, ARCHITECTS, LLP 575 NORTH SALINA STREET SYRACUSE, NY 13208 PHONE: (315) 476-&371 FAX: (315)476-5420 WEBSITE: www.bkkarchitecls.com SYMBOLS: & XX/XX/XX -REVISIONS SYMBOL DETAIL LOCATION~~xx SHEET U __ /AX.X WALL SECTION KEY I ) DETAIL \ LOCATION~--fXX\hx~X~~/ ~ / SHEET ~--A@/ DETAIL KEY SHEET ~ ------L----' CODE REVIEW : INTERIOR ELEVATION KEYS SHEET ~ "i!h'I,}-..;F,:;.L::::O:;:O;cR--iL~E:;iV'-'E="L'-------ELEVATION ~ EL X' xx• KEY WINDOW NUMBER WALL TYPE KEY MECHANICAL ENGINEER SACK & ASSOCIATES CONSULTING ENGINEERS, PLLC 721 EAST GENESEE STREET SYRACUSE, NY 13210 PHONE: (315) 471~4013 FAX: (315) 471-4044 LIST OF DRAWINGS : Tl.l TITLE SHEET G 1.1 GENERAL NOTES ARCHITECTURAL Dl.l DEMOLITION PLAN Al.l FLOORPLAN A2.1 EXTERIOR ELEVATIONS & DEMOUTION ELEVATIONS A3.1 SECfiONS A31 MISC. DETAILS HVAC MI.O DRAWING INDEX, SYMBOLS LIST Ml.l PARTIAL FLOOR PLANS Ml1 BASMENT PLAN ELECTRICAL El.l PARTIAL FIRST FLOOR PLAN-ELECTRICAL I, THE UNDERSIGNED ARCHITECT, CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE PLANS AND SPECIFICATIONS ARE IN ACCORDANCE Wlnl APPLICABLE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE AS ADOPTED BY NEW YORK STATE AND THE INTERNATIONAL ENERGY CONSERVATION CODE AS ADOPTED BY NEW YORK STATE ' ISSUE DATE 12/01/2017 BTD SET No. REV DATE: No: DRAWN DESCRIPTION : BY: ALL DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ARCHITECT, AND SHPLL BE USED ONLY ON THE JOB DESIGNATED. COPYRIGHT C THE CCNTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE SITE AND PROMPTLY NOT~YTHE ARCHITECT IN WRITING OF ANY DISCREPANCIES. JOB NO: 17037 DATE: 12/01/2017 DRAWN BY: CN SCALE: NONE TITLE SHEET • UJ 1:-- ~ 0 ,01 . , ,. GENERAL NOTES: I. CONTRACTOR SHALL ENSURE THAT ALL WORK IS IN CONFORMANCE WITH ALL APPLICABLE BUILDING CODES AS ADOPTED BY NEW YORK STATE. WORK SHALL BE COMPLETED IN STRICT ACCORDANCE WITH THE LATEST EDITIONS OF THE INTERNATIONAL BUILDING CODE, INTERNATIONAL ENERGY CONSERVATION CODE. INTERNATIONAL FIRE CODE. INTERNATIONAL MECHANICAL CODE. INTERNATIONAL FUEL GAS CODE, INTERNATIONAL PLUMBING CODE. NFPA 10, NATIONAL ELECTRIC CODE. AND ALL OTHER FEDERAL. STATE. AND LOCAL AGENCY REGULATIONS HAVING JURISDICTION OVER THIS PROJECT. IN THE EVENT OF ANY DISCREPANCIES BETWEEN AGENCY REQUIREMENTS, THE CONTRACTOR SHALL OBSERVE THE MORE STRINGENT OF THE REQUIREMENTS. 2. ALL WORK SHALL COMPLY WITH THE STANDARDS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS INBFUl, INDUSTRIAL SPECIAL RISK IISR) INSURANCE UNDERWRITERS. FACTORY MUTUAL fFMl. OR THE APPLICABLE RATING BUREAU INCLUDING THE NATIONAL ELECTRIC CODE fNECl, THE AMERICAN GAS ASSOCIATION IAGAl, THE AMERICAN SOCIETY OF HEATING AND AIR CONDITIONING ENGINEERS IASHRAEl. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION WSHAl, APPLICABLE STATE AND CITY BUILDING CODES. AND THE REQUIREMENTS OF ALL PUBLIC UTILITY COMPANIES SERVING THE PROJECT SITE. 3. THE CONTRACTOR SHALL FILE ALL PERMIT APPLICATIONS. PAY FOR ALL NECESSARY PERMITS AND FEES. ARRANGE FOR ALL INSPECTIONS. AND SECURE CERTIFICATES OF OCCUPANCY FOR THE PROJECT. "1. THE CONTRACTOR SHALL PROVIDE ANY NECESSARY MEASURES TO PROTECT THE WORKERS AND OTHER PERSONS ON THE PREMISES DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL ERECT TEMPORARY BARRIERS, WARNING SIGNS. GUEST TEMPORARY WAYFINDING SIGNS. CONSTRUCTION FENCING. ETC. TO MAINTAIN A SAFE WORKING ENVIRONMENT. AND PREVENT UNAUTHORIZED ENTRY TO THE PREMISES. 5. GENERAL CONTRACTOR AND SUBCONTACTORS SHALL BE RESPONSIBLE FOR ALL AREAS OF THE BUILDING IN WHICH THEY WILL BE WORKING FROM ANY POSSIBLE DAMAGE. SAID CONTRACTORS WILL BE HELD RESPONSIBLE FOR ANY DAMAGES INCURRED BY THE BUILDING WHICH ARE CAUSED BY THEIR NEGLIGENCE. 1.. THE CONTRACTOR SHALL KEEP THE JOB FREE OF DEBRIS AND EXECUTE FINAL CLEANUP TO THE SATISFACTION OF THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAWFUL REMOVAL AND DISPOSAL OF ALL CONSTRUCTION DEBRIS FROM PROJECT SITE AND SHALL PROVIDE DUMPSTERS, ETC. AS REQUIRED REMOVE ALL DEBRIS ON A DAILY BASIS. SEPARATE RECYCLABLE MATERIAL FOR PROPER HANDLING WHENEVER POSSIBLE. l. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING BUILDINGS. FINISHES, AND OTHER INSTALLATIONS THAT ARE TO REMAIN INTACT WHILE PERFORMING THE SPECIFIED WORK. PROVIDE AND MAINTAIN DUST BARRIERS, WEATHER BARRIERS AND SECURITY BARRIERS AS REQUIRED BY THE OWNER, DOCUMENTS AND SITE CONDITIONS. PROVIDE AND MAINTAIN FIRE EXTINGUISHERS ON THE PROJECT SITE DURING CONSTRUCTION. 8. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR AND ALL SUBCONTRACTORS. 9. UNLESS INDICATED OTHERWISE, ALL MATERIALS FURNISHED AND INCORPORATED INTO THE WORK SHALL BE NEW. UNUSED. AND OF QUALITY STANDARD TO THE INDUSTRY FOR FIRST CLASS WO'<K OF SIMILAR NATURE AND CHARACTER. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND BEST STANDARDS OF THE TRADE INVOLVED. ALL MATERIALS TO BE AS SPECIFIED UNLESS OWNER ·APPROVED SUBSTITUTION IS REQUESTED AND ACKNOWLEDGED IN WRITING PRIOR TO INSTALLATION. NO SUBSTITUTION WILL BE ALLOWED WITHOUT THE CONSENT OF THE OWNER AND ARCHITECT. 10. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IN A TIMELY MANNER OF ANY DISCREPANCIES. II. THE CONTRACTOR SHALL LAY OUT THE WORK AS DIMENSIONED ON THE DRAWINGS AND VERIFY LAYOUT PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF FRAMING. FACE OF EXISTING WALL. OR CENTERLINE AS DEPICTED. +/-DIMENSIONS SHALL BE VERIFIED IN THE FIELD. QUESTIONS CONCERNING THE DIMENSiONS ARE TO BE DIRECTED TO THE ARCHITECT. DO NOT SCALE DRAWINGS. 12. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE AS ADOPTED BY N.Y.S. AND IN ACCORDANCE WITH LOCAL COUNTY CODES. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. VERIFY THE NEED FOR LICENSURE AND COMPLY AS REQUIRED. 13. ELECTRICAL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE AS ADOPTED BY N.Y.S AND THE NATIONAL ELECTRIC CODE INFPA 10-99). ALL SUCH WORK SHALL BE INSPECTED AS WORK PROGRESSES IN CONFORMANCE WITH REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 14. THE INSTALLATION OF FUEL GAS DISTRIBUTION PIPING AND EQUIPMENT, FUEL GAS-FIRED APPLIANCES INCLUDING WATER HEATERS. BOILERS, MUA-UNITS AND FIREPLACES AND FUEL GAS-FIRED VENTING SYSTEMS SHALL BE REGULATED BY THE INTERNATIONAL FUEL GAS CODE AS ADOPTED BY N.Y.S. 15. ALL FIRE-RATED ASSEMBLIES SHALL BE INSTALL ED, LABELED. AND INSPECTED IN ACCORDANCE WITH THE APPLICABLE CODES. THIS INCLUDES FIRE DAMPERS OR FIRE DOORS PROVIDED WHERE DUCTS OR OPENINGS PENETRATE FIRE-RATED SURFACES. ALL PENETRATIONS OF RATED FIRE-RESISTIVE CONSTRUCTION SHALL BE PROTECTED WITH APPROVED FIRE ASSEMBLIES AND SEALANTS. II.. ALL PASSAGES OF PIPES, CONDUITS, CABLES, WIRES. DUCTS AND SIMILAR BUILDING SERVICE EQUIPMENT THROUGH FIRE/SMOKE BARRIERS, WHETHER EXPOSED OR CONCEALED, SHALL BE PROTECTED AS FOLLOWS : A. THE SPACE BETWEEN THE PENETRATING ITEM AND THE FIRE/SMOKE BARRIER SHALL BE FILLED WITH A MATERIAL CAPABLE OF MAINTAINING THE FIRE/SMOKE RESISTANCE RATING OF THE FIRE/SMOKE BARRIER. THE MATERIAL SHALL BE DESIGNED FOR THE SPECIFIC PURPOSE. AND SHALL PROVIDE AN AIRTIGHT CONDITION. B. WHERE THE PENETRATING ITEM USES A SLEEVE TO PENETRATE THE FIRE/SMOKE BARRIER. THE SLEEVE SHALL BE NON- COMBUSTIBLE AND SOLIDLY SET IN THE FIRE/SMOKE BARRIER AND THE SPACE BETWEEN THE ITEM AND THE SLEEVE SHALL BE FILLED AS DESCRIBED ABOVE. 11. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS. WHERE REQUIRED. 18. PROVIDE SPACE AND SEALANT BETWEEN DISSIMILAR MATERIALS, WHERE REQUIRED. 19. CONTRACTOR SHALL NOT CLOSE OR OBSTRUCT ANY STREETS, DOCKS. ALLEYS. OR WALKS WITHOUT A PERMIT FOR SUCH CLOSURE. NO MATERIALS ARE TO BE PLACED IN STREETS. ALLEYS. OR WALKS. ALL DEBRIS IS TO BE REMOVED COMPLETELY FROM PREMISES. 20. DIMENSIONS NOTED ON THE ARCHITECTURAL FLOOR PLANS REGARDING DETAILS AND PARTITION THICKNESSES ARE NOMINAL DIMENSIONS. DETAILS AND SECTIONS SHOULD BE REFERRED TO FOR THE EXACT DIMENSION. ALL DIMENSiONS SHALL BE VERIFIED IN THE FIELD. 21. ALL WORK SHALL BE SUBJECT TO REVIEW AT ANY TIME TO ASCERTAIN THAT ALL WORK IS BEING CONSTRUCTED IN ACCORDANCE WITH THE DESIGN INTENT. 22. CONTRACTOR TO PROVIDE WOOD BLOCKING AS REQUIRED FOR ATTACHMENT OF ALL WALL-HUNG MATERIALS, EQUIPMENT, FIXTURES, ETC. 23. ALL NEWLY CONFIGURED SPACES SHALL BE SUPPLIED WITH ALL REQUIRED MECHANICAL. ELECTRICAL, PLUMBING AND LIFE SAFETY SYSTEMS AS REQUIRED BY THE BUILDING CODE. 2"1. THE GENERAL CONTRACTOR SHALL COORDINATE WITH OWNER FOR ALL SITE ACCESS, MATERIAL STORAGE, DUMPSTER LOCATION. PARKING. SECURITY AND TEMPORARY FACILITIES. 25. ALL WORK SHALL BE COORDINATED WITHE OWNER AND ARCHITECT. THE CONTRACTOR SHALL MEET WITH THE OWNER AND ARCHITECT PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL PRESENT THE BUILDING PERMIT AND INSURANCE CERTIFICATES TO THE OWNER AND ARCHITECT AND HAVE THEM ACCEPTED PRIOR TO STARTING CONSTRUCTION. 2~. CONTRACTOR TO VISIT THE SITE TO VERIFY EXISTING CONDITIONS. EXISTING CONCEALED CONDITIONS AND CONNECTIONS ARE BASED UPON INFORMATION TAKEN FROM LIMITED FIELD INVESTIGATIONS. CONTRACTOR SHALL MAKE REQUIRED ADJUSTMENTS TO SYSTEM COMPONENTS AS NECESSITATED BY ACTUAL FIELD CONDITIONS AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT. REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE ARCHITECT BEFORE CONSTRUCTION BEGINS. 21. COORDINATE WITH OWNER IN A TIMELY MANNER ALL UTILITY INTERRUPTIONS AND/OR CONNECTIONS. 28. CONTRACTOR SHALL OBTAIN FROM OWNER ALL REQUIREMENTS FOR INSTALLATION OF OWNER-PROVIDED EQUIPMENT. INCLUDING ROUGH-IN DIAGRAMS. INSTALLATION INSTRUCTIONS. ELECTRICAL SCHEMATICS. TEMPLATES. AND LAYOUTS AND DIMENSIONS. IF ANY ARE LISTED IN THE DOCUMENTS AND ALL OTHER INFORMATION NECESSARY FOR A PROPER. WELL COORDINATED INSTALLATION. PRIOR TO ROUGH-IN OF SERVICES, CONFER WITH OWNER EXACT LOCATION OF ALL ITEMS. 29. ALL WORK SHALL BE GUARANTEED TO BE FREE FROM ALL DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (I) YEAR FROM DATE OF SUBSTANTIAL COMPLETION FOR THIS PROJECT, EXCEPT WHERE A LONGER PERIOD IS SPECIFIED TO BE PROVIDED BY THE MANUFACTURER OF EQUIPMENT OR COMPONENTS INSTALLED. GENERAL DEMOLITION NOTES: IREAD THE SPECIFICTION MANUAU I. DURING THE WORK. ALL ADJACENT AREAS DISTURBED BY CONSTRUCTION DUE TO REMOVALS AND NEW WORK. INCLUDING BUT NOT LIMITED TO WALLS, FLOORS AND CEILINGS, SHALL BE REINSTALLED AND/OR REPAIRED BY THE GENERAL CONTRACTOR TO MATCH EXISTING FINISHES AND EXISTING FIRE RATINGS UNLESS INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS. 2. ALL CONTRACTORS SHALL PROTECT WORKERS FROM HAZARDOUS MATERIALS DURING THE WORK PER OSHA GUIDELINES THE GENERAL CONTRACTOR SHALL COORDINATE ALL REMOVALS OF HAZARDOUS MATERIALS WITH THE ASBESTOS SURVEY AND ABATEMENT PLANS IN ACCORDANCE WITH THE U.S. ENVIRONMENTAL PROTECTION AGENCY NATION EMISSION STANDARDS FOR HAZARDOUS AIR POLLUTANTS fNESHAPl 'STANDARD FOR DEMOLITION AND RENOVATION" 40 CFR PART W45. 3. CLEAN-UP ALL CONSTRUCTION DEBRIS AND DUST DAILY AND REMOVE FROM THE SITE DURING THE WORK INCLUDING BUT NOT LIMITED TO DEBRIS AT EXISTING WALL AND CEILING CAVITIES EXPOSED BY THE DEMOLITION CONSTRUCTION SERVICES. 4. TAKE CARE TO SECURE THE AREA OF THE WORK DURING CONSTRUCTION SUCH THAT ALL CONSTRUCTION DEBRIS, DUST AND PAINT WILL NOT MIGRATE TO OTHER AREAS OF THE BUILDING. KEEP CONSTRUCTION AREAS AND ADJACENT AREAS OF THE BUILDING CLEAN AT ALL TIMES DURING ALL PHASES OF THE WORK. 5. THE GENERAL CONTRACTOR SHALL SECURE AND PROTECT ALL AREAS FROM EXTERIOR ELEMENTS DURING ALL PHASES OF CONSTRUCTION PRIOR TO THE REMOVAL OF ANY PORTION OF THE EXTERIOR BUILDING ENVELOP. THE CONTRACTOR SHALL PROVIDE AND BUILD TEMPORARY lliALL PROTECTION FROM WEATHER AND A SECURITY BARRIER PRIOR TO REMOVAL OF ANY PORTION OF THE EXTERIOR BUILDING ENVELOP. ~-PROTECT ALL EXISTING SURFACES TO REMAIN FROM ALL PHASES OF WORK. l. EXISTING CONSTRUCTION MATERIALS INCLUDING BUT NOT LIMITED TO STONE. DOORS, WINDOWS, FLOORING. MILLWORK. CABINETRY. FIXTURES AND EQUIPMENT SCHEDULED TO BE REMOVED AND SALVAGED FOR REINSTALLATION AT SAME OR ALTERNATE LOCATION SHALL BE PROTECTED FROM DAMAGE DURING ALL PHASES OF THE WORK. COORDINATE REINSTALLATION WITH CONSTRUCTION DRAWINGS. COORDINATE WITH THE OWNER STORAGE LOCATION FOR MATERIALS AND EQUIPMENT SCHEDULED TO BE REMOVED AND SALVAGED. FOR THE OWNER'S FUTURE USE. 8. THE CONTRACTOR SHALL TAKE PRECAUTION TO NOT DISTURB THE EXISTING ISTEEL. WOOD. CONCRETEl STRUCTURE INDICATED TO REMAIN WHEN REMOVING SURROUNDING WALLS. "1. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING AND SUPPORT TO THE EXISTING STRUCTURE DURING REMOVALS AND COORDINATE DEMOLITION CONSTRUCTION SERVICES WITH THE CONTRACT DOCUMENTS. 10. THE DEMOLITION CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL. PLUMBING AND FIRE PROTECTION DOCUMENTS AND ASSOCIATED TRADES FOR THE EXTENT OF REMOVALS OF EXISTING CONSTRUCTION AND THE EXTENT OF NEW OR RECONFIGURED ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION SYSTEMS. II. ALL AREAS OF DEMOLITION AND AREAS TO BE REMOVED ARE TO BE PATCHED AND MADE SUITABLE FOR NEW WORK. COORDINATE WITH CONSTRUCTION DOCUMENTS FOR FULL EXTENT OF WORK. 12. EXISTING FIRE ALARM. SPRINKLER AND HEATING SYSTEMS ARE TO REMAIN IN OPERATION DURING ALL PHASES OF THE WORK UNLESS INDICATED OTHERWISE. THE OWNER. ARCHITECT AND FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE PRIOR TO ANY SHUT DOWN OF THESE SYSTEMS TO INSTALL NEW WORK. THE CONTRACTOR SHALL PROVIDE A CONTINUOUS FIRE WATCH DURING THE SHUT-DOWN PERIOD. 13 EXISTING WINDOWS AND DOORS SCHEDULED TO REMAIN SHALL BE PROTECTED FROM DAMAGE DURING ALL PHASES OF THE WORK INCLUDING BUT NOT LIMITED TO THE SASH, FRAMES. SILLS, WINDOW TREATMENTS INCLUDING SHADES AND SCREENS, AND ASSOCIATED WINDOW AND DOOR HARDWARE. 14. PARTITIONS SCHEDULED TO BE REMOVED SHALL BE SAW-CUT AT ADJACENT SURFACES THAT ARE TO REMAIN UNLESS INDICATED OTHERWISE. 15. CREATE OPENINGS IN EXISTING WALLS AS DIMENSIONED. II.. COORDINATE NEW OPENINGS IN EXISTING WALLS WITH THE DOOR AND WINDOW SCHEDULES FOR SIZE OF NEW DOORS AND WINDOWS. COORDINATE INSTALLATION OF NEW LINTELS SCHEDULED TO BE INSTALLED WITH LINTEL SCHEDULE ON THE STRUCTURAL DRAWINGS. ll. PARTITIONS SCHEDULED TO BE REMOVED IN ITS ENTIRETY SHALL BE REMOVED FROM SUBFLOOR TO STRUCTURE ABOVE UNLESS INDICATED OTHERWISE IN THE DRAlliiNGS. COORDINATE ALL REMOVALS OF PARTITION WALLS WITH STRUCTURAL AND ARCHITECTURAL DOCUMENTS. BE CAUTIOUS NOT TO DISTURB STRUCTURAL STEEL/WOOD FRAMED SYSTEMS SCHEDULED TO REMAIN WHEN REMOVING SURROUNDING WALL. 18. PREPARE EXISTING SUBSTRATE SCHEDULED TO RECEIVE NEW FINISHES AS INDICATED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, AND AS REQUIRED BY THE MANUFACTURER OF NEW FINISH MATERIALS INDICATED TO INSTALLED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING THE WORK. l'l. COORDINATE THE REMOVAL OF ALL LIGHTING FIXTURES, AND ASSOCIATED CONDUIT AND WIRING. COMMUNICATION LINES AND EQUIPMENT SCHEDULED TO BE REMOVED AS INDICATED IN THE CONSTRUCTION DOCUMENTS. PATCH ALL PENETRATIONS, ABANDONED DISTRIBUTION CONDUITS AND OPENINGS TO MAINTAIN EXISTING FIRE RATINGS. • REV DATE. DRAWN DESCRIPTION: No: BY: ALL DRAWlNGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ARCHITECT, AND SHALL BE USED ONLY ON THE JOB DESIGNATED COPYRIGHT C THE CONTRACTOR SHAll VERIFY All DIMENSIONS AT THE SITE AND PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. JOB NO: 17037 DATE: 1210112017 DRAWN BY: CN SCALE: NONE GENERAL NOTES • -~·1 ···l!::=====================================================:!.!:::=====::!.l ~ M 1'- ~ NOTE, ALL ITEMS TO BE REMOVED ARE TO BE STORED AND SECURED FOR RE-INSTAL4ATION. RE-INSTALL TO ITHE 1 ITS ORIGINAL C(j)NDITION AT THE END 1 ~~~~~L ( I t'c~I~~~~E'I~!ijt-OF THE CON5TFj:UCTION PHASE WORK. I -----0 I ~~!N¥VAL OFA! 3_g, l'e>IN,THEll -------+~------~ --------~------------1-------------------+---------~-9 .Jl.. '-Z!,tl"~;;;~;:· I I PRIOR TO TEMPORARY I ,!1 (A~2\,._IGLAZJNG 1 ';;,~~riiil ~~H\6-'B'E""' I ENTRANCE I I \ A2.1 • :r-c:::=J ! I ~~~~-~ 1 ,I " PANEL AND HORIZONTAL ~ l----REMOVE PORTION Of THE UNIT HEATER MULLION. FRAME TO REMAIN ~ COVER I EQUIPMEN~ IN THE AREA i "-" I I I I I I INDICATED ONLY. COORDINATE ALL REMOVALS i l +-REMOVE AND RELOCATE i ~~~~-~ I •-" BENCH AND CONCRETE SLAB AT BASE. COORD. WI OWNER FOR NEW TEMPORARY LOCATION CONTRACTOR SHALL REINSTALL BENCH AND BASE FER THE OWNERS DIRECTION AT THE END OF THE CONSTRUCTION PHASE IIJORK. COORDIANTE LOCATION WITH OWNER I~ it II II II II II I PROTECT ALL n DURING ALL -,:;w" I I II II r T II nvvll I 1 FINISHES OF CONSTRUCTION - T it I I i -+'-------------1---------------------+---------------------0) I ! l --~~=i=~~.W-1------------1----------•-____ ,_ -~c-4J~--• ____ ,_ -----j,,__. • --------------+,.---------------G) ""' E) lT. " ' '""" " p r----.d ; A~~ JYP. so_· o'E5 LE~j~~o~~}~ I I / t\ F'R'oil "r'i ·· ~i I ·-·-! ---- I I ! D I ----+---~--------++-1-~----~ -----~ -+t-t1~t=l~tft~~=t~!~~~~=~~~~:~=~l~~~~f1if ;~1~--------G) i I i I 1 -' I ! ! CT - NOTES, I. ALL EXISTING STONE ~PVERS SCHEDULED TO BE REMOVED AND NOT NDICATED TO BE RE-INSTALLED SHALL B TURNED OVER TO THE OWNER. 2. GENERAL CONTRACTOR TO PROVIDE AND INSTALL SIGNAC.E TO REDIRECT ATRONS TO THE NEW TEMPORARY ENTRANCE. OUINER WILL PROVIDE GUIDANCE REGARDING LgCATION Of SIGNAGE TO BE INSTALLED AND TEX;r AND GRAPHICS REQUIRED. 3. ALL EXIST. DOOR HARD ARE NOT SCHEDULED TO BE REINSTALLED TO BE RETURNED TO CORNELL LOCK SHOP. c 0 ~RE~M~O~V~E~E~XSIS~T~. ~sT!<otN~Et-: !1 t~:..l;-1~£~~~~o;;nl<t-;~!i L...Y"Lt==t===l==~E~XgT~E~RiiQOR BRONZE LIGHT HOUSING TO BE I PAVERS DOWN TO CTEM l 1 i 1!;Ji_,!. \iJ'rq QA~P i 11 1 i J REFINISHED. PROTECT GLAZING FROM DAMAGE. MEMBRANE. TAKE CARE ! ! . "" ! r,--':T~ COORD. WITH ELEC. WORK SCHEDULED '--l-' NOT TO DAMAGE MEMBRANE. _{r11) l i i 1 1 SEE SPECIFICT AIONS PROECT MEMBRANE FROM I I I I DAMAGE. iNSPECT CTEM : !J I 1 -l-1--l-REMOVE AND SALVAGE CAP STONES CONDITION WITH OWNER 1 1 l; / : ...,:._1 l FOR RE-INSTALLATION. TYPICAL AND ARCHITECT PRIOR TO l I" : ! ',. ~-" ---...L 11JP0ROR.KCEEDING WITH NEW i 1 i ____ T 1 ;~_ -r--1 -REMOVE EXIST. CONCRETE PLANTERS. PROTECT ; ,--AND MORE'~ RE-INSTALLATION. TYP. 2 EXIST. GRASS ur ACCESS TO ROOF TOP TERRACE TO BE KEPT ClEAR ! ~! l ! i, ,i ~i ii i l1 , ~ • / \ lAPPROX. LOCATION 1 ! 0 OF EXIST. MANHOLE ~ •.r I 1 EXIST. TREE covER J i G COORD. WITH STORM L';piR"FF¥=----p~__j L T AS \ PIPING SCHEDULED AS : ' i · , EDGE oF ~~~uf~Jo 0 f'0'R11N1'b-i: DRAN , 1 INDICATED IN THE AT ALL TIMES DURING ALL PHASES Of CONSTRUCTION I w ,;,. . 1 •• ASPHALT , AND coNe j 1\l;;;,f,j"LL ,TION. I '"·~~,j / ~~~ ~~8~h ~~g~!PE . ~ ~ WITH IIC. )WGS. PER MEP DWGS. ROUTING 'c~Ci i.· .' '" !_ r '. . ~ SECURE PROJECT LIMITS SHALL BE OUTSIDE THE ' . \_ "'-...EXIST. ASPHALT TO ' J AND PROVIDE TEMPORARY EXIST. TREE CANOPY REMAIN SIGNAGE REPAIR EXIST. LAWN +-AS REQUIRED ; PROVI~E TEMP,EXTERI~~:RATED' I . -. EDGE OF EXIST. I PLYWOOD ENCLOSURE. COORD. WITH OWNER i ____ .!_A~S~P~HA~L::T:=:==)._ __________ _ 00CATION OF TEMP. ACCESS DOOR @ E REV No: DATE: g(Y'WN DESCRIPTION: ALL DRAWINGS AND SPECIFICATIONS ME TilE PROPffiTY OF THE ARCHITECT, AND SHALL BE USED ONLY ON THE JOB DESIGNATED. COPYRIGHT C THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ATTHE SITE AND PROMPTLY NOTIFY TilE ARCHITECT IN WRITING OF ~y DISCREPANCIES. JOB NO: 17037 DATE 12/01/2017 DRAWN BY: CN PROJECT NORTH SCALE: 1/8" = 1'-0" DEMOLITION PLAN 0 ~-DE~~!-~JI~~/LI'~O~ I I a~==============================================================================================~~====~~ I'- ~ 0 -E\1 '· ~ ~ B-1 A3.1 +--EDGE Of EXISTING SIDEWALK 18'-~"± V.l.f. 1·-o· r---~:.OOIR!?_!!'I':_T!~ .. TEMP. MANUAL fiRE ALARM PULL STATION ON BOLLARD OR HANDRAIL r PROVIDE TEMPORARY PAINTED STEEL I HANDRAILS. BOTH SIDES • 3'' AFF ' TEMPORARY ENTRANCE -+-' ) ASREQU/RED BY CORNELl AHJ --~--------~- ri=~' =51[~9·-~o·L= IV -~~~~·M,.,INr~.~~£~ 1,t "~''l;~~ ftLL ;~nl I ___J__ __ ' -~-----------G) .~ I / 1 _,. ~·"" MAiti'EN~~(:IfENl J~':..N,. ' ;:_ /v ··-·~ 3 '-Iii I BY GEN . ._}c ""'---' v~UTLE WIT~L~~p Dwqs. T--t--Ex.~~~~~~~fu0~t' -' I ·~~ PlYWOOD .--[,, ~/-',, uom TEMP. FIRE-RATED PLYWOOD "" ~<;~n~~OUND ' I , - ' , _ < ~;~~~ tD _I;:< $_9_x FRAMING WITH T_E11F . : I 101P ;, ( i'-~~~TFALL PROTECTION c<T,O:, oA It t" TIGHT , !> , l-_ r .L~EE 18:tl MAX. l'LOOR -' T I BE TILES. I ~ DOWN ~~;"' ' , n H II U I.---.-1-----,11--J \ '\. ').. 1 ~ "" II I II I U "I I II l -~r!P~~ ,.,-~~ u. ·z .. v -:::; ~·--F,l)_rALL ;os~~~r~~ME~tt!~122~y i11.x_ ~ wF ''" '!i:tJ , · ..,..,_ -, ' 1o ·a 1l'! " -iN"o SLOPE GRADE UP TO MEET , !"'-, ~ I I ,f,(: g'_'fR, ~ 'B.----- TEMPORARY SLOPED WALKWAY ""-"'"'"'""" TEMP ln11 •<>no "OR AT EACH SIDE FROVJDE OPERA 1 ()I<~· 'i>'o'[H-SIDES.,_:, · WITH CLEAN FILL AND SOD~ r.i,uco -, <v,lu", RF Al.IUAIV"~- ---+tf---------~·-+,----------------,1 ' I ---I _l ALL TEMPORARY' ITEMS INCLUDING BUT NOT LIMITED TO PL YilJOOD RAMP ! fRAMING. HANDRAILS. SECURITY GATES. PL YWOOQ iNfiLL AND DOOR SYSTEM TO BE REMOVED AT-T! END Of THE CONSTRUCTION PHASE AND THE EXIST! G AREA IS TO BE RESTORED TO ITS ORIGINAL CONDI ION PRIOR TO CONSTRUCTION. RETURN ALL OWN R PROVIDED ITEMS TO OWNER, INCLUDING BUT NOT LIMITED TO DOORS. FRAME. SECURITY GATES AND DOOR OPERA TORS. RES TORi=~';.~ !._t:~!Q~ GRADES TO ORIGINAL CONDITION AT -·'·""rUt<At<T 'f'N_TR~t:l_~~ AS WELL A5 MAIN ENTRY "'u<=> ; I t<UC B!0€!1f -GOOPLETED. ---1--tll ot n LAWN 1jREA AT I ENTRANCE AREAS ONLY. i ' I PROTECT ALL ADJACENT FINISHES L__-----1 DURING ALL PHASES OF CONSTRUCTION PROVIDE NEW 2" WIDE STYLE I I ew·t COORD.WITH OWNER -----G) HEAVY DUTY ALUM. SWING DOORS I FRAME AND 2 1/2' CURTAIN WALL SYSTEM---, -. ~~ ccn;rLq. SF~IRl.REE-,RATED PLYWOOD LOCA poN OF TEMP. ACCESS DOOR D I ' I ' • -----. I I I ---:~=-,/~ ' " c D . f-- f-- ------+-+ ---~--· ,---- ------ .. --- II E NOTES, F PROTECT ALL ADJACENT FINISHES DURING ALL PHASES OF CONSTRUCTION !. PRiOR TO CONCRETE FOUR, DESIGN TEAM ! CONTRACTOR SHALL REVIEW ON SITE TO CONFIRM SYSTEM LAYOUT. GRADES AND CONTROL JOINT PATTERNS. CONTRACTOR IS TO PROVIDE A ttOCK-UF OF THE NEW SLAB SYSTEM INCLUDING f EX TUBING AND ALL COMPONENTS FOR REVIEUI BY THE ARCHITECT AND ENGINEER. G APPROX. LOCATION OF EXIST. MANHOLE COVER 6 FLOOR PLAN REV No: DATE: DRAWN DESCRIPTION : BY: ALL DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ARCHITECT, AND SHALL BE USED ONLY ON THE JOB DESIGNATED. COPYRIGHT C THE CONTRACTOR SHALL VERIFY ALl DIMENSIONS AT THE SITE AND PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. JOB NO: 17037 DATE: 12101/2017 DRAWN BY: CN SCALE: 118" = 1 '·0" FLOOR PLAN SCALE : 1/8' = 1'-0' I • ['--~Lb==============================================================================~======~ ', ~ EXIST. STONE PIER-[- -----IHI-EXIST. STOREFRONT TO REMAIN ---t---+--- EXISTING CAN LIGHTS AND r:EXIST. CEILING GRID AND TILE PENDANT LIGHTS TO REMAIN. SYSTEM TO REMAIN. PROTECT PROTECT FROM DAMAGE FROM DAMAGE DURING CONSTRUCTION DURING CONSTRUCTION --\ INTERIOR ELEVATION e MAIN ENTRANCE VE5TIBULE s~A~!,~~~~!~~~ I @ C-1 lth. A2.1, ' I EXTERIOR FIRE-RATED PLYWOOD AND FRAME AS REQ'D AROUND AND ABOVE TEMP. DOORS. PROVIDE WEATHER TIGHT ENCLOSURE I.J l > ···• I·. . ··-.·_.-•···-·--• <}J> •·••••·••···· · ...... -. II ii 'I EXIST. STONE PIER--IHI---------+-~ ill H ----f---+---------H,11 -EXIST. STOREFRONT ~ "'' TO REMAIN -----il!------J/ ' . . \ ,- 1-~>-. // I ' --1 \ • • I PROVIDE TEMP. BOLLARD FOR DOOR OPERATOR COORD. IIIlTH OWNER 1 ~ I ~ TEMPORARY SLOPED __ ..// ~ WALKWAY. SEE PLANS ~ > \_ INSTALL TEMPORARY DOORS. FRAME AND HARDWARE PROVIDED BY OWNER. REMOVE IN ITS ENTIRETY AND RESTORE TO ORIC.INAL CONDITION AT THE END OF THE CONSTRUCTION PHASE WORK. \.__ APFROX. EXISTING GRADE LINE -----fl EXISTING. STOREFRONT TO REMAIN----+--+---- Q:L~ A2J ~, I I I I I I ==r==== THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE ABATEMENT CONTRACTOR THE REMOVAL OF ASBESTOS CONTAINING MATERIALS IN THE Gl-AZING COMPOUND PRIOR TO THE REMOVAL OF THE EXISTING GLAZING SCHEDULED TO BE TEMPORARILY REMOVED I --,H-REMOVE GLAZING, LOWER PANEL AND HORIZONTAL MULLION. PROTECT GLAZING FROM DAMAC.E. GLAZING IS TO BE RE-INSTALLED ONCE MAIN ENTRANCE CONSTRUCTION WORK IS COMPLETED ---1*======="'1 ---...... "'il \ __ EXIST. WOOD FRAME TO REMAIN REPAIR AND REPAINT AS REQ'D PRIOR TO REINSTALLATION OF GLAZING NORTH ELEVATION e TEMPORARY ENTRANCE 1 tB-2\ SCALE : 1/~" ; 1'-0" Y,2Y -----HI-EXISTING. STOREFRONT TO REMAIN -~~-~-< ~-=-·==~~====! I J \.__ APPROX. EXISTINC. GRADE LINE . . EXIST. STONE PIER-t-- ----!-!--EXIST. STOREFRONT TO REMAIN-- I, SALAVACiED BOOK DEPOSITORY OXIDIZED TO MATCH NEll! ALUM. CURTAIN , . WALL/DOOR SYSTEM. SEE! 'I I : SPECiFICATIONS :=' ===~ I ! , I ----EXISTINd. STOREFRONT TO REM')I ! i ' . . I I I 1/' ' . -------------_j .. EXIST. PENDANT LIGHTS TO REMAIN lf-------11-· -'i •.I--t lf--~----!1 i / !/ . - - - ' ----1 tf-'~q:;CEEXXIrfTIDlEE;yvitlciE--j /~-NEW BOLLARD. INSTALL / AT EXIST. LOCATION. . . v COORD. WITH ELEC. OWGS A-1 A3.1 . ' I I . . . . . ' ' . \___PROVIDE NEW 2" WIDE STYLE HEAVY DUTY ALUtt SWING DOOR I FRAME AND 2 1/2" CURTAIN WALL SYSTEM INTERIOR ELEVATION e MAIN ENTRANCE VE5TIBULE 1 fC-1\ SCALE : 1/~' -1'-0" ~ r EXIST. BRONZE LIGHT HOUSING TO BE REFINISHED IN PLACE, SEE SPECIFICATIONS. COORD. WITH ELEC. WORK SCHEDULED I '! ,. ,, -t--EXIST. STONE PIER I '' ,, LH.rL-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_~-:=_~,':::_-:=_-:=_-:2,r:_-:=_-:=_-:=_-:=_~-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_-:=_~~-=--=--=--=--=--=--=--.r'J= :] • i I • I I '' :: L // ,, :: EXIST. STOREFRONT I ', TO REMAIN -----itt----,, ,, ,, I ~.____-_,I t~::;:::;q;:-EEix<riTTnDEEivlklc::;E;-t: ~! --J NEW BOLLARD. INS r ALL I r '' AT EXiST. LOCATION . <: COORD. WITH ELEC. DIIIG . ' ' ' ' ' . \___ PROVIDE NEW 2" WIDE STYLE HEAVY DUTY ALUM. 5WINCi DOOR t FRAME AND 2 1{2" CURTAIN WALL SYSTEM ,, ,, ,, ,, ,, I WE5T ELEVATION 8 MAIN ENTRANCE {s-1\ +---_:_---==-::..:__..::.==-:..:_:_c.:...=..:...:____:~5C~AioL~E .:..:, 'i-.1/"''lii-. ;.::-;,:1' _:,:oo,· +I '.A2!/ SALVAGE BOOK DEPOSITORY DOOR FLAPS !BOTH SIDESl AND ASSOCIATED HARDWARE FOR RE-INSTALLATION r EXIST. LIGHT HOUSING TO BE REFINISHED AND NEW ELECTRICAL TO BE INSTALLED. COORD. WITH ELEC. DWGS IN NEW WORK -----EXISTING STOREFRONT TO REMAN ----- RDS. PROTECT INSTALLATION SAME LOCATIONS. GS ---~-u ---~--~~ I -~~--'<;----··········· -1,-... =t--EXIST. CONCRETE STAIR SYSTEM ~---~ ' LOCATED BELOW EXIST. RAMP "---REMOVE STOREFRONT FRAMING i DOOR L REMOVE PORTION OF SYSTEM IN ITS ENTIRETY INCLUDiNG THRESHOLDS EXIST. CONCRETE STAIR AND ALL ASSOCIA TEO HARDWARE INCLUDING AS REQ'P. COORD. WITH FLOOR PIVOT AND FLOOR CLOSERS BELOW. NEW WORK DRAWINGS INFILL VOIDS ill/CONCRETE AND MAKE READY FOR NEW WORK -------------' REV DATE: No: DRAWN DESCRIPTION . BY: AI.L DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ARCHITECT. At-11 SHALL BE~~ ONLY ON THE JOB DESIGNATED. COPYRIGHT lCJ THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE SITE AND PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. JOB NO: 17037 DAlE: 1210112017 DRAWN BY: CN SCALE: AS NOTED EXTERIOR ELEVATIONS & DEMOLITION ELEVATIONS 1 NORTH ELEVATION Ill TEMPORARY ENTRANCE -DEMOLITION 1 M-2\ 1 WEST ELEVATION a MAIN ENTRANCE-DEMOLITION 1 rA-1\ j • ~ SCALE : I/ 'I' 1'-0' \ A2.1 I SCALE : I/ 'I" 1'-0" \ A2.1 / ..._ ~!.!=============================================================================================================='~/==================================================================================================================~=/==~================== ., . 1'- ~ EXIST. LIBRARY I I EXIST. PAVERS TO REMAIN NOTE, REMOVE MULUON, AND PANEL SYSTEM AS INDICATED. STORE AND SAVE. TO BE RE- INSTALLED TO ORIGINAL CONDITION AT THE END OF THE CONSTRUCTION PHASE WOOD SILL TO REMAIN ~ PROTECT ALL ADJACENT SURFACES DURING ALL PHASES OF CONSTRUCTION EXIST. CEILING _) ~--REMOVE EXISTING GLAZING IN ITS ENTIRETY. STORE AND SAVE. TO BE RE- INSTALLED TO ORIGINAL CONDITION AT THE END OF THE CONSTRUCTION PHASE II II II II II THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE ABATEMENT CONTRACTOR THE REMOVAL OF ASBESTOS CONTAINING MATERIALS IN THE GLAZING COMPOUND PRIOR TO THE REMOVAL OF THE EXISTING GLAZING SCHEDULED TO BE TEMPORARILY REMOVED I ~'"' v ~; +--REMOVE PORTION OF UNIT II §~I HEATER COVER AND EQUII II r'l I IN THE AREA INDICATED. ,; rl, I COORD. IIIlTH MEP DWGS. ~~I ~ ~ ALL EXISTING ITEMS BEING REMOVED ARE TO BE SAVED AND RE-INSTALLED TO THE ORIGINAL CONDITIONS AT THE END OF THE CONSTRUCTION PHASE. ALL NEW ITEMS ARE TEMPORARY AND WILL BE REMOVED AT THE END OF THE CONSTRUCTION PHASE. INSTALLATION TO BE CONSTRUCTED IN ACCORDANCE TO THE CODE AND IN A STABLE AND SECURE MANNER WHILE CAUSING MINIMAL DISTURBANCE TO THE EXISTING SURFACES/ MATERIALS. REPLACE ANY FINISHES DAMAGED DURING THE WORK TO MATCH EXISTING. DEMOLITION SECTION 61 TEMPORARY ENTRANCE 1 rB-=3\ SCALE : 112' -I' 0" ~ EXIST. PAVERS TO REMAIN EXISTING CEILING, CAN AND PENDANT LIGHTS TO REMAIN PROTECT DURING CONSTRUCTION '--+f-EXIST. BRONZE PANELS TO REMAIN. PROTECT AT ALL TIMES DURING ALL PHASES OF CONSTRUCTION-#-~ ;: ' \I / \ I TEMP. DOORS. BEYOND 0 ' .... I I "' I ' ~ I .... ·" ~ '-.... ""> TEMPORARY I 1/2" DIA. STEEL HANDRAIL AND SUPPORT POSTS ~-PAINTED. v--r I ,. f r DIA. BASE PLATE, SECURE T 0 WOOD BLOCKING , I WITH ?11 LAG SOL TS I ,-IX WD BLOCKING . !/ 'I 1\ ~ ><x ,.-;;.;• FIRE RATED PLYWOOD .& ;,· ~. IX WOOD STUD BOX FRAME WITH INTERMEDIATE IX STUD BLOCK • 10' O.C. SECTION 61 TEMPORARY PlYWOOD RAMP 1 SCALE , I 112" 1'-0" \_ REMOVE, REPLACE AND/OR REPAIR GLAZING AND WOOD FRAMES. REVIEW CONDITIONS WITH OWNER AND ARCHITECT ~ 11+---NEW 2" WIDE STYLE HEAVY DUTY ALUM. SWING DOOR I FRAME AND 2 1/2" CURTAIN WALL SYSTEM, CHAMPAGNE FINISH ~--12' PULL; SEE SPECIFICATIONS TYPICAL NEW THRESHOLD, INSTALL FLUSH WITH PAVERS NEW TRENCH DRAIN SYSTEM. COORDiNATE WITH MEP DWGS 11'-0"± EXIST. DRAIN TO REMAIN. VIF BELL t SPIGOT JOINT FILL WITH OAKUM/ BENTONITE. COORD. WITH MEP DWGS EXIST. GRADE SLOPE AS REQ'O ·.·.:. EXISTINC. CONCRETE FOUNDATION TO REMAIN------+ EXIST. STONE PIER BEYOND --+-- HEAD TEMPORARY IX WD BLOCKING SECURED TO EXIST. FRAMING -+--TEMPORARY 2X• WOOD STUDS • I!" O.C. +---;~;~· EXTERIOR GRADE RATED PLYWOOD __.---~~Ub<J~~}.~,~x TRIPLE TEMPORARY FRAME. DOOR AND HARDWARE TO BE PROVIDED BY OWNER AND INSTALLED BY G.C, EXIST. CEILING TEMPOARARY I 1/2" DiA. STEEL HANDRAILS AND SUPPORT POSTS, PAINTED. SECURE POSTS TO CURB W/~" BASEPLATE BOLLARD WITH ACTUATOR TEMPORARY SECURITY GATE. RELOCATED FROM MAIN ENTRANCE. REMOVE AND RE-INSTALL AT MAIN ENTRY AT END OF CONSTRUCTION. COORD. WITH MEP DWGS. --~ IX IIIOOD FRAMINC. NOTE, ALL EXISTING ITEMS BEINC. REMOVED ARE TO BE SAVED AND RE-INSTALLED TO THE ORIGINAL CONDITIONS AT THE END OF THE CONSTRUCTION PHASE. ALL NEW ITEMS ARE TEMPORARY AND WILL BE REMOVED AT THE END OF THE CONSTRUCTION PHASE. INSTALLATION TO BE CONSTRUCTED IN ACCORDANCE TO THE CODE AND IN A STABLE AND SECURE MANNER WHILE CAUSING MINIMAL DISTURBANCE TO THE EXISTING SURFACES/ MATERIALS. REPLACE ANY FINISHES DAMAGED DURING THE WORK TO MATCH EXISTING. MAX. ll' O.C, WITH BLOCKING FINISfiE'D FLOOR SECTION 61 TEMPORARY ENTRANCE 1 fB=i\ SCALE : 112" = I' 0' ~ L~L.~~-r-EXIST. LIGHT HOUSING TO BE REFINISHED PER SPECIFICATION. COORD. WITH ELEC. DWGS FOR FIXTURE REPLACEMENT EXISTING STONE PIER _.:.....__--,. MAIN ENTRANCE WALKWAY I I "± NOTE, REPAIR THE EXIST. EXPOSED VERTICAL FACES rt--+ NEill 2' STONE PAVERS !/2" MUD SET I 1/8" CONCRETE I liS" INSULATION PANEL W/ PEX PIPING CONCRETE FILL OF THE CONCRETE SIDE WALLS !BELOW CAPSTONE) AS REQUIRED AND PROVIDE CEMENTITIOUS COATING PER THE SPECIFrCA TION NElli MODIFIED BIT. MEMBRANE • DRAINAGE MAl OVER EXIST. CTEM MEMBRANE NOl E, WATER TEST MEMBRANE TO DETECT ANY LEAKS PRIOR TO INSTALLATION OF INSULATION PANEL AND PEX PIPING. rf~·XE!\fl.Sl.!Jt;.JOINT EXIST. CAPSTONE BEYOND +-EXIST. CONCRETE STAIR SYSTEM TO REMAIN tt------11--FILL VOID WITH A PLOWABLE FILL THAT IS SELF COMPACTING NEW TRENCH DRAIN SET IN CONCRETE. liN PITCH TO DRAIN) TO EXIST. MANHOLE COORD. WITH MEP OWGS TRAFFIC SEALANT BOTII-.;;JuDE_,S,_____ EXIST. CONC. SLAB TO REMAIN, SCARIFY AS REQUIRED __ _/ I" RIGID INSULATION NEW ASPHALT PAVEMENT PER CORNELL STANDARDS TO MATCH EXIST. ADJACENT ASPHALT---, LOW STRENGTH MATERAIL, BOTH SIDES OF EXIST. STEPS BELOW. TAKE CARE TO FILL ALL VOIDS IN THiER ENTIRETY. SEE SPECIFIC/\ TION COMPACTED STONE--_; ---EXISTING COMPACTED STONE FILL IASSUMEDl REV DATE: No: DRAWN DESCRIPTION . BY: All DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ARCHITECT. AID SHALL BE USED ONLY ON THE JOB DESIGNATED. COPYRIGHT C THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE SITE AND PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. JOB NO: 17037 DATE: 1210112017 DRAWN BY: CN SCALE: AS NOTED SECTIONS • ~-5ECTION 5 ~A~~~~~~~~~J. I ?~==============================================================================================================~~========~ II r- ' i - DETAIL NAME SCALE : X" = I' o· I DETAIL NAME SCALE : X' = I' 0' I /rDJUST EXIST. SUPPORTS AS REQUIRED 50 DRAIN HOLES ARE UNOBSTRUCTED .~ II II II II II II II{ EXISTING (it DRAIN II ' II i II I II II II . ' . ' -------------- EXIST. MAT fiDJUST EXIST. SUPPORTS AS REQUIRED 50 DRAIN FRAME SYSTEM ~ HOLES ARE UNOBSTRUCTED 1 I A~ EXISTING TYPI SUPP R ANGLES ' I I ! II I L_PROVIDE NEW SUPPORT II FLAT STEl<~K ANGLES TO 11 r EXISTING "'~ ;" \ ,-t[ DRAIN ' I ·tr ! I II II I II I .. II I DETAIL NAME 1 SCALE : X" -r 0" DETAIL NAME SCALE : X' = I' 0' I NEW CURTAIN WALL FRAMING ----t- EXISTING PIVOT HINGE RE-INSTALLED IN NEW CURTAIN mALL EXIST. 'BOOK DEPOSITORY' SIGN/PULL HANDLE WITH STAND-OFFS. TO BE REINSTALLED -----._1 ' /1--··IEXI~H. CYLINDER CAM LOCK NEW CURTTiA~IN~WA~L:':_L_tF~L---J FRAMING- BOOK DROP DETAIL 1 SCALE : :0' I' 0' EXIST. BRONZE LIGHT HOUSING TO BE REFINISHED IN PLACE EXISTING REMOVABLE LENS SEE SPECIFICATION \ CLEAN AND REINSTALL \ • ;;:-EXIST. TUBE STEEL BEYOND r===---ii II I! II I I p l! -... ':.-= == == == = = = -=:!; \ ' \ EXISTING REMOVABI.E !.ENS \_ N£Ul UGHT FIXTURE CLEAN AND REINSTALL COORD. WITH MEP DWGS . EXTERIOR LIGHT FIXTURE HOUSING DETAIL 1 SCALE : :0" I' 0' ,----"-2' STONE PAVERS ,------1/2" MUDSET ,---=--I 1/8" CONCRETE r---I 1/8" INSULATION PANEL W/PEX PIPING DRAINAGE MAT 2-PI. Y MODIFIED BIT MEMBRANE OVER EXIST. CTEM MEMBRANE . ' 4 -:_ ~ ...!;..--~ ' . " ' . ., i ' I EXIST BRONZE WALL PANELS TO REMAIN NEW BLOCKING AS REQUIRED ~ -, 1-i I r-NE~ CURTAIN WAL SYSTEM L I " \__BACKER ROD I SEALANT EXIST. WOOD FRAMED STO REFRONT R WOOD H SYSTEM TO REMAIN. REPAI FRAMING I PAINT TO MATC EXISTING ACT CEIUNG SYSTEM REMOVE I REINSTALL AS NEEDED FOR CURTAIN WAU INS T AUA TION EXIST. EXTERIOR SOFFIT TO REMAIN NEW ,, WIDE X 1/1' HIGH BRONZE SADDLE THRESHOLD ---i-, ,1" " 4 EXIST. WAI.K-OFF MAT • 4 ' ' 0 0 0 ' d i ' ROD I +---2 112" CURTAIN WALL SYSTEM -+1--------NEW 2' WIDE STYLE HEAVY DUTY ALUM. SWING DOOR I FRAME SYSTEM NEW PAVER I PEX PIPING SYSTEM. SEE DETAIL A~2/A~.2 NEW 2-PL Y MODIFIED BIT MEMBRANE OVER EXIST. CTEM MEMBRANE r ' j ~ d " . llfl.-EXIST. CONCRETE'~/• ' tXIST. CTEM MEMBRANE ~--"·1 - ~ INFILL CONCRETE AT EXISTING DOOR FLOOR CI.OSER TO BE REMOVED !WHERE APPLICABLE) WITH CONCRETE REV DATE. No: DRAWN DESCRIPTION : BY: ALL DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ARCHITECT. AND SHALL BE USED ONLY ON THE JOB DESIGNATED. COPYRIGHT C THE CONTRACTOR SHAll VERIFY ALL DIMENSIONS AT THE SITE AND PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. JOB NO: 17037 DATE: 1210112017 DRAWN BY: CN SCALE: AS NOTED MISC. DETAILS • f:; WALK-OFF MAT SUPPORT FRAM~~t.~IN~~~~\~~ 1 SECTION & EXTERIOR ~~r::/-~.~~ 1 SWING DOOR THRE5~~~' ~·E=T 1~~ 1 ~·!.!::======================================================~~========================~============================~~========~ .~ G F E D c B A 1 2 3 4 MAIN ENTRANCE WALKWAY 3/4" 1" RIGID--_/ INSULATION ------EXISTING COMPACTED STONE FILL (ASSUMED) STONE "-----3/4"" GS&R. INSULATE WITH CLOSED CELL EXISTING--~~~ CONCRETE FOUNDATION FLEXIBLE PIPE INSULATION AND BED-IN CONCRETE. WALKWAY ,--SNOW/MOISTURE/TEMPERATURE I SENSOR CENTERED BETWEEN 1 TUBING I ~SNOWMELT TUBING I ,;-SENSOR SOCKET \ / / I 1 I l,,\r-~/-···1·······························+'~~-/-· -··--1 ~PAVER ----c~ 0, , ~~~ c=c-, .· .. · 1 ; •.. ~,; r~~~:~:TE ' -A ,: --. , D .. 'o c=no :=:, ' 0 / -l ... ..:~:1-.-:/.l'.,;i.,_;:\~·:-: ,-.. ~·; ", \ s. _ __c~=p~, "'1i ~,'--'<=~ -·\·--\----; 1/ ' \ '~Pvc coNDUIT \ \, \ \ --INSULATION \ \ CONTROL WIRING--_} NOTES: \ '~coNCRETE PAVER BLOCK(S) ON LOCATE SENSOR NEAR RUN-OFF LOCATION. ' SOIL TO PROVIDE LEVEL BASE. \ \ ~--ADDITIONAL CONCRETE PAVER BLOCK(S) AS REQUIRED TO SET SENSOR ELEVATION -"'--SPACING AS SCHEDULED -r---~- // ~--<1"'---t----*---t-__.,~---+ \ r--r---~----+-----1----l---+ \ ---~ERAND \ CONCRETE COVER SNOWMELT-- · ASSHOWNON ARCHITECTURAL DRAWINGS TUBING j \ I Ll;t7/ 777///// ~ //) '~ ~ ._-_ o:o · ,: I ~---~____) \ I \ L__INSULATION SYSTEM SHALL ~~EXISTING INCORPORATE 1" STYRENE INSULATION STRUCTURAL AND A VAPOR BARRIER WITH AN BASE INTEGRAL METHOD FOR TUBING HOLD DOWN AND SPACING. EQUAL TO CRETE HEAT. ,--------------------v~------GR~ ~HWR~------~----------------~~GS~ ~HWS~ ~ ~ ~ PUMP P-2 PUMPP-1) i T - T ~ KEYED NOTES: t.-====\::::::J xr-~ 1~PLATE & FRAME HEAT EXCHANGER (1) 1/2" DRAIN WITH HOSE END DRAIN VALVE WITH CAP AND CHAIN 1 1/4"--\ \ SUPPLY AIR PLENUM REI~O'VAL. -, BY G C. COORDINATE WITH ARCHITECTURAL DRAWINGS PROVIDE 50% TEMPORARY --'- BLANK-OFF TO CONTROL HEAT TO PREPARE FOR TEMPORARY -----... ENTRANCE. REMOVE AND STORE ANY INSULATED BAFFLE AND SUPPORTS. CAP OPENING AT FLOOR. REMOVE CAP AND REINSTALL BAFFLE AND SUPPORTS AFTER ENTRANCE IS REMOVED B" over reo PiU;M _ __ i2£1if3Af C()J/.. .4{ i;SN!'l" Cl$.'---· ~ ' .H .SECTION ~" @~~E~~T?s~~~~§~!~!=\~~§~9~~ SUPPORT PUMP FROM PIPING ONLY DO NOT SUPPORT PUMP FROM M OR /PRESSURE GAUGE / 1 SHUTOFFVALVE ~------~~~-~-~==~c~:. ::~~:\~'~ l 3 L___STRAINER WITH DRAIN DIRECTION OF ______ _/ WATERFLOW KEYED NOTES (1) I I PIPE HANGERS-PROVIDE DOUBLE DEFLECTION NEOPRENE [X] FIRST TWO ON EACH SIDE OF PUMP. PIPE HANGERS-ATTACH TO STRUCTURE ABOVE VALVE AND HOSE END WITH CAP G)rx1 I I MANIFOLD SINGLE GAUGE W/1/2" HARD COPPER OR 3/8" STEEL MIN. PROVIDE SEPARATE GAUGES FOR EACH OF 3 CONNECTIONS PETCOCK G)r1 [X] NEEDLE VALVE OR BALL VALVE ,--VARIABLE SPEED I INJECTION PUMP I / 1 GALLON GLYCOL RETENTION CONTAINTER E/T 1" TEMPERATURE SENSOR (TYP) LOCATE SUPPLY & RETURN SNOWMEL TING MANIFOLDS NEAR CEILING (:'\j--i§!=\!§)'(~HANGER DETAIL ~~~9~~§L!I~~~Y~!~~ 5 6 GENERAL ABBREVIATIONS AAV AIR ADMITTANCE VALVE AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE BFF BELOW FINISHED FLOOR BFG BELOW FINISHED GRADE BTUH BRITISH THERMAL UNIT PER HOUR CFM CUBIC FEET PER MINUTE DB DRY BULB DIA. DIAMETER "F DEGREES FARENHEIT EAT ENTERING AIR TEMPERATURE EFF. EFFICIENCY ELEC. CONTRACTORFOR ELECTRICAL DIVISION EWT ENTERINGWATER TEMPERATURE EXT EXISTING EXT. PO EXTERNAL PRESSURE DROP FF FINISHED FLOOR FLA FULL LOAD AMPACITY FLR FLOOR FP CONTRACTOR FOR FIRE PROTECTION FPM FEET PER Ml NUTE FS FLOW SWITCH FT FEET FT-HD FEET OF HEAD (PRESSURE) IN-WC INCHES OF WATER COLUMN (PRESSURE) IN. INCH LAT LEAVING AIR TEMPERATURE LWT LEAVING WATER TEMPERATURE MAX. MAXIMUM MBH 1,000 BTUH MCA MINIMUM CIRCUIT AMPACITY MIN. MINIMUM MOCP MAXIMUM OVERCURRENT PROTECTION MTD MOUNTED NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NOM. NOMINAL NTS NOT TO SCALE PO PRESSURE DROP PH PHASE PLBG. CONTRACTOR FOR PLUMBING DIVISION PRV PRESSURE REDUCING VALVE PS PRESSURE SWITCH I SENSOR PSI POUNDS PER SQUARE INCH RV RELIEF VALVE TC TEMPERATURE CONTROLS 7 8 MECHANICAL PIPING SYMBOLS & ABBREVIATIONS SYMBOL DESCRIPTION SHUTOFF VALVE CHECK VALVE BUTTERFLY VALVE BALL VALVE PETCOCK @ FLOW BALANCER S I \ UNION PRESSURE GAUGE (WITH VALVE) <y--::f MANUAL AIR VENT ( [T] ( ~ TEMPERATURE SENSOR )-------lxHr~ DRAIN VALVE WITH CAPPED AND CHAINED HOSE END I X ) PIPE UP I PIPE DOWN (ELBOW) BRANCH CONNECTION-UP I DOWN PIPING (ARROW INDICATES DIRECTION OF FLOW) CONCENTRIC REDUCER ECCENTRIC REDUCER PIPE ANCHOR PIPE GUIDE GLOBE VALVE PIPE CAP ABBR. sv CHV BFV BV PC FB UN PG MV TW DVHE P-UP P-DN ARRO CR ER AN P-G GLV P-CP 9 10 MECHANICAL DRAWING INDEX REVISIONS NUMBER NAME # DATE M1.0 DRAWING INDEX, SYMBOLS LIST M1.1 PARTIAL FLOOR PLANS M1.2 BASEMENT PLAN ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL, IS A VIOLATION OF NEW YORK STATE EDUCATIONAL LAW. ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED. PLAN SETUP DETAIL~ G.-~ NUMBER _t---:-_,f?--1"""-.. EXTENT OF SHEET---~ 7 DETAIL NUMBER WHERE DETAIL e -e PLAN DETAIL IS LOCATED DETAIL--~ EXTENT OF~. - NUMBER ~ DETAIL ~ SHEET------~~~?7~~~----------------- NUMBER '...~/ BUILDING SECTION WHERE DETAIL IS LOCATED E1 E2 E3 E4 E5 E6 ' #i~ c&:-~ . f--- D1 D2 D3 D4 D5 D6 (§) ~ ~ C1 C2 C4 C5 C6 ~~! l "c GC CONTRACTOR FOR GENERAL CONSTRUCTION DIVISION CONTRACTOR ~-~--+---------------------~---~ ( ~ '.· GPM GALLONS PER MINUTE HGT HEIGHT HP HORSEPOWER HVAC CONTRACTOR FOR HEATING, VENTILATING & AIR CONDITIONING DIVISION HOT WATER DESCRIPTION GLYCOL SUPLLY WATER TEMPERATURE GLYCOL SUPPLY WATER TEMPERATURE SETPOINT GLYCOL SYSTEM SETPOI NT GLYCOL SYSTEM PRESSURE GLYCOL RETURN WATER TEMPERATURE HOT WATER RETURN WATER TEMPERATURE HOT WATER SUPPLY WATER TEMPERATURE GLYCOL PUMP STATUS GLYCOL PUMP START/STOP SLAB TEMPERATURE AI SLAB TEMPERATURE SETPOINT HOT WATER ZONE PUMP STATUS HOT WATER INJECTION PUMP COMMAND SLAB MOSITURE SLAB MOSITURE SETPOINT TDV TRIPLE DUTY VALVE ~ SOLENOID VALVE TS TAMPER SWITCH UNO UNLESS NOTED OTHERWISE ZVB ZONE VALVE BOX ( R-----' ) I ) PITCH OF PIPE, RISE (R), DROP (D) STRAINER STRAINER W/ BLOW OFF --><-TWO-WAY CONTROL VALVE (MODULATING UNLESS OTHERWISE NOTED) BO~ Bl AI AV Bl B~ AI " J;'" ,tT SETPOINT ~M SETPOINT f-' y'~© mloooooooo\LJ; AI GLYCOL T HEAT EXCHANGER HARDWARE POINTS SOFTWARE POINTS sc TREN ALARM SHOW ON Bl BO AI AO AV BV H D BACS/DDC DESCRIPTION GRAPHIC NOTES X X X 4 DEG F DEVIATION X FROM SETPOINT X X X X X X X X X X LOW PRESSURE X PRESSURE SWITCH X X X X X X X X X X X X X FAILURE X VIA CURRENT SENSOR X X X CONSTANT SPEED -------------------------------------------------------------------------------------------------------------------- X X X 4 DEG F DEVIATION X FROM SETPOINT X X X X X X X FAILURE X VIA CURRENT SENSOR X X X VARIABLE SPEED X X X X 4 DEG F DEVIATION X FROM SETPOINT X X X ~~~9~~§L TING SYSTEM CONTROL POINTS sv STR STRO 81 82 83 B4 B5 B6 f----- e A2 A3 A4 §5) A6 ~ ' i --'-~-!-"" ~ / ----, ___ SK-\12 .._,____ "/ ----DETAIL NUMBER ·, - ? ---DETAIL NAME DETAIL~\ (--- NUMBER \ .. ? ----------------- SCALE ? ' 3" SHEET , __ _, ______ _ ' -____/ NUMBER WHERE DETAIL IS LOCATED ~DETAIL SCALE DOCUMENT REDUCTION/MAGNIFICATION SCALE CAUTION THESE DOCUMENTS WERE DIGITALLY PRODUCED AND/OR REPRODUCED. CONFIRM REDUCTION OR MAGNIFICATION USING DIMENSIONAL 3"-LONG LINE IN TITLE BARS. IF SCALING DRAWINGS FOR APPROXIMATE DIMENSIONS, ALTERNATE ARCHITECTURAL SCALES MAY BE USED AS FOLLOWS: IF LINE MEASURES 2' (67% COPY): USE 3/16th SCALE ON 1/8"=1'-0" DWG 1>---------3" USE 3/8th SCALE ON 1/4"=1 '-0" DWG IF LINE MEASURES 1.5" (50% COPY): 1-------------------USE 1/16th SCALE ON 1/8"=1'-0" DWG f (10x6) SYS (E) <' t= SYS(D) =:::! SYS 1--(10) SYS (E)-I 1---SYS (D)--1 1---SYS:---/ SYSTEM PHASING syusE 31f8.ltJ.§CALE ON 1/4'=1'-0' DWG DUCTWORK EXISTING TO REMAIN IN THIS CONTRACT OR ACTIVE PHASE OF CONTRACT DUCTWORK REMOVED IN THIS CONTRACT OR ACTIVE PHASE OF CONTRACT DUCTWORK PROVIDED IN THIS CONTRACT OR ACTIVE PHASE OF CONTRACT PIPE EXISTING TO REMAIN IN THIS CONTRACT OR ACTIVE PHASE OF CONTRACT PIPE REMOVED IN THIS CONTRACT OR ACTIVE PHASE OF CONTRA PIPE PROVIDED IN THIS CONTRACT OR ACTIVE PHASE OF CONTRA ,-----SYSTEM NAME SYS (E)---( E)= EXIST TO REMAIN, (D)= EXIST TO BE REMOVED ~ POINT OF CONNECTION-NEW TO EXISTING ~ POINT OF REMOVAL-DEMOLITION TO EXISTING KEYED NOTE DEMOLITION KEYED NOTE DEDICATED ELECTRICAL AREA-NO MECHANICAL WORK ALLOWED IN OR ABOVE HIGHLIGHTED AREA UNLESS SPECIFICALLY NOTED OTHERWISE OUTIJOOR DESIGN CONDITIONS SUMMER 88"F DB /72'F WB WINTER -3"F DB CLIMATE ZONE 5 HVAC PIPE SYSTEM ABBREVIATIONS ABBREV, DESCRIPTION HWR HOT WATER RETURN PIPING HWS HOT WATER SUPPLY PIPING HVAC EQUIPMENT ABBREVIATIONS ABBREV, DESCRIPTION HX HEAT EXCHANGER (PLATE & FRAME) P PUMP ZONE SNOW MELTING ZONE SACK & ASSOCIATES Consulting Engineers, PLLC 721 E. Genesee Streel Syracuse, NY 13210 Tel: 315-471-4013 Fax: 315-471-4044 17064 Revision Schedule No. Date By llescription ALL DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ARCHITECT. AND SHALL BE USED ONLY ON THE JOB DESIGNATED. COPYRIGHT (S !··················· > -ln a: w > -z :::l ...J ...J w z a: 0 () I > a: <( a: lXI -...J z -...J 0 THE CONTRACTOR SHALL VERIFY ALL DII\IIENSIONS AT THE SITE AND PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES JOB NO· 17037 DATE: 12/01/2017 DRAWN BY: JRM CHECK BY PCS SCALE: PROJECT NORTH As indicated l- iD f6 u DRAWING INDEX, SYM BO LS Ll ST I r-- ~ 0 "' ~ ~ SCALE: NOT TO SCALE ~ SCALE: NOT TO SCALE ~ SCALE: NOT TO SCALE i':J ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ G F M1 M2 M3 E M4 M5 M6 M7 MB M9 M11J D c B A 1 2 3 4 5 6 7 8 9 10 PIPE INSULATION SCHEDULE RADIANT FLOOR/SNOW MELTING MANIFOLD SCHEDULE ZONE ZONE DATA CIRCUIT DATA FLUID TEMP PIPE SIZE CONDUCTIVITY MEAN RATING INSULATION THICKNESS RANGE (°F) (IN) BTU'I N/( hr'FT2"F) TEMP ('F) (IN) AREA SERVED HEATING MAX LENGTH SIZE SERVICE (SF) MBH FLUID GPM EWT LWT (FT) MAX (FT-HD) SPACING QTY (IN) NOTES ZONE 1 SNOW MELTING 610 77 40% P.G. 7.3 132 107 300'-0" 9 9" 4 3/4" < 1-112 0.25-0.29 125 1.5 PUMP SCHEDULE 141-200 (HOT WATER) 1-1/2 to</; 8 0.25-0.29 125 2.0 MARK I NPSH RQD ELECTRICAL BASIS OF DESIGN SERVICE TYPE GPM TH (FT) (FT) DRIVE BHP MOTORHP RPM VOLT PH MFGR MODEL REMARKS < 1-1/2 0.21 -0.28 100 1.0 105-140 p 1 HX-1 SOURCE IN LINE 7.9 20 i N/A ECM 0 1/6 2386 120 1 B&G ECOCIRC XL 36-45 VARIABLE SPD. p 2 HX-1 LOAD IN LINE 7.3 20 I N/A ECM 0 1/6 3212 120 1 B&G ECOCIRC XL 36-45 CONSTANT SPD. (GLYCOL) 1-1/2 to</" 8 0.21 -0.28 100 1.5 HEAT EXCHANGER (PLATE & FRAME) SCHEDULE MARK NO. PRIMARY SECONDARY PLATE BASIS OF DESIGN SERVICE MBH PASSES FLUID EWT LWT WPD INLET OUTLET FLUID EWT LWT WPD INLET OUTLET SIZE QUANTITY MFGR MODEL REMARKS TYPE GPM ('F) ('F) (FT) (IN) (IN) TYPE GPM ('F) ('F) (FT) (IN) (IN) (IN x IN) NOTES 1. PROVIDE FACTORY APPLIED ASJ FOR ALL FIBERGLASS PIPE INSULATION HX 1 SNOW-MELT 77 1 WATER 7.9 180 160 5 1 1 40% P.G 7.3 107 130 5 1 1 12.5X4.5 20 B&G BP410-20 1 --~r+---+---+--------r---------+----+-------t-----------·---t---+-----------------·~·-+---+-' ------(/ 6) ~-~-" MECHANICAL KEYED NOTES REMOVE AND SALVAGE FOR REINSTALLATION EXISTING 24x31NSULATED BAFFLE AND SUPPORT STANDS. TEMPORARILY CAP FLOOR OPENING. SEE DETAIL D3/M1.1 FOR SECTION. LOCATE SLAB SENSOR AT JOINT INTERSECTION OF (4) PAVERS. 12' x 2' x 4-MIL POLYSHEETTO SEPARATE CONCRETE AND TUBING AT ANY TUBING CROSSING EXPANSION JOINT PROVIDE TRENCH DRAIN ABOVE AND CONNECT TO EXISTING AREA DRAINS PROVIDE TRENCH DRAIN AND EXTEND OUTLET TO NEAREST STORM WATER STRUCTURE. EXISTING FLOOR DRAIN IS CONCEALED BENEATH EXISTING FILTER FABRIC AND CLEAN/FLUSH PIPING. MEASURE ALL ELEVATIONS TO ALLOW PROPER SIZING OF PROPOSED TRENCH DRAIN PROVIDE 4" TRENCH DRAIN SHOWN SPANNING AND DRAINING TO FLOOR DRAINS. REMOVE PORTION OF EXISTING TOPPING SLAB TO ALLOW TRENCH DRAIN TO REST ON OR NEARLY ON FLOOR DRAIN. TRENCH ELEVATION SHALL BE SET TO ALLOW MEMBRANE DRAINS AND WEEPS TO SERVE MEMBRANE PROPOSED ON TOPPING SLAB. ORIGINAL MEMBRANE ON STRUCTURE SLAB BELOW SHALL REMAIN. SEAL TRENCH OUTLET WATER-TIGHT TO FLOOR DRAIN. BUT DO NOT OBSTRUCT FLOOR DRAIN WEEPS. PROVIDE A TRENCH DRAIN SYSTEM OF A NOMINAL 23' LONG WITH CENTER CATCH BASIN. PROVIDE 4" DRAIN FROM TRENCH CATCH BASIN TO EXISTING MANHOLE. ROUTE PIPING CLEAR OF TREE CANOPY/ROOT SYSTEM. REFER TO SECTION F1/M1.1 1REMOVE AND REINSTALL TRANSFER AIR DUCT AS REQUIRED FOR ACCESS TO LOCATE PIPING TIGHT TO WALL. UP 1- ~~ lvt~ \ ~> //..-- II II II I II II ' • ) {;:;'\PARTIAL FIRST ~-~_Q_Q_R PLAN ~ SCALE: 1/8" = 1'-0" I 3"'------~ / ~/_..._...~ MAIN ENTRANCE ._....._... VESTIBULE D ~- ,---------------------~ l~-;~vr:=: ······································································/~ (iil9) CIRC PUMPS AND CONTROLS IN MECHANICAL ROOM BELOW (TYP 4) .., l.. ~ @ CIRCUIT 1 & ? RETURN / / r--.._ .-_...------ ____... ______.. r.~ .-.----r---.. ____... ) @ CIRCUIT 3 &:44 ~_/V v:.v SUPPLY ~ ,---------~~~----------------------------~ rw;\ CIRCUIT 3 & v/ l'--____...__,,.......=----------------........_ ~ RETURN ~~~~------------------------------------------~ ~~~~~r--------------------------------J ~ EXPANSION -----"'r ( \.""':'_/ JOINT '------------------------------------------------, ) @-e----e----~~ ~ (~---------------------' ~ ---..._ ---._ CIRCUIT 1 ~ '---I I 2 ---..._ ---..._ ~ ~ I I 3 r--.._ ~]0 I 4 /-EXTERIOR t/ _/ ENTRANCE RAMP ~~ ~~-...../ ( I \ ' \_CIRCUIT lilT 3 EXISTING TREE UP \ F ~ '" / ..____ -· STORM ) D EXISTING ____ _... MANHOLE COVER SACK & ASSOCIATES Consulting Engineers, PLLC 721 E. Genesee Streel Syracuse, NY 13210 Tel: 315-471-4013 Fax: 315-471-4044 17064 Revision Schedule No. Date By llescription ALL DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ARCHITECT, AND SHALL BE USED ONLY ON THE JOB DESIGNATED. COPYRIGHT (S )··················· THE CONTRACTOR SHALL VERIFY ALL DII\IIENSIONS AT THE SITE AND PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES JOB NO· 0~~\ 17037 DATE: 12/01/2017 DRAWN BY: '\\1 ~ JRM > -ln a: w > -z :::l ...J ...J w z a: 0 () I > a: <( a: lXI -...J z -...J 0 CHECK BY "'~:.:::::=:_;;:::o-:::-~/ PCS SCALE: PROJECT NORTH As indicated ~ 00 Oo r./J N "' (V) " s~ -"';' '0 •<--O...:l ,..:.::.,.,. '"""'~ Oor. ~ >-<~ I ~ ~ en ~ .. ....... 1) '"' () z~ s 1) ....... • 0 ·-u ....s:: 1) "' "' -() ::s u • ""' ~ () ~ u "' ·-""' ..... u >-. ~ ~ V'l "' -"' • -"' ""' "-en v ~ ~ 1) 1) > ..... ~ ~ --"' • VJ.<--·-C') Cl:l"? r./J () 0 ::=;-o ~ • -r---en 'c;;""'" en VJ.o;;--< ,..c;:;: -~ ~ ..... . . C8 0 ""' 0 z " 0 on"" ::c: t--~ o.n l- iD f6 u PARTIAL FLOOR PLANS I g " • w we I' ~ "" w" 0 0 '5 ~ ~ m F > Si ~ ~" ~@ "" z w " I' 0 I' ~ ~ ~ w , ~ < ~ ~" " 8 w ~ , z "-8 b 0 w "c 0 I 0 ~ '< ~ ~ 0" ~ ~ e w f2 F B Q 0 e w ~ z w ~ e" "0 ~ ~ ~ ci 0 w " ~ ~~ ~ ~ li ~ "" "" "< "I 9 ~ ~ i'i z ~ ~" ~ ~ Z I ·ou F il ~, il < ~ ti 5 ~ ~I e u F ~ w 0 I W e ~ "z 0 w :B~ ~" :'J <( m" ~ 0 . "i'i e u w " 0 :;; a_ "" 0 00 " ,... ~ 0 "' ~ -N G F E D c B A 2 a_ N N co '<t 1 2 3 4 5 FOURPORT~~~lF==========1 MANIFOLD (TYP 2) ~ \___ I~ 6 7 D L r PROVIDE UN I-STRUT---..,~ SUPPORTS TO SPAN DUCT ~ ASNEEDED ~~ ~ L r---------11/4"HW'-r-------+----'-t----t-_. GENERALLY FOLLOWS PARALLEL PATH OF SPRINKLER MAIN D /EXISTING / '3"HWS ~+-....<:..______., 0 8 D r------""""i'=---11/4" Hws;-----..1 r II L J l~==l J l~~ J D 9 D D D D EXISTING /21/2"HWR I ~__dl r ~~~~~--------------3_ ______________________ _ PUMP P-2 RACK ON WALL AIR SEPARATOR RACK ON WALL I I ~ \_DROPTIGHTTOWALL LWALL-MOUNT ~PUMP P-1 RACK ON WALL HX-1. RACK ON WALL c---------3'''------~ 10 SACK & ASSOCIATES No. Consulting Engineers, PLLC 721 E. Genesee Streel Syracuse, NY 13210 Tel: 315-471-4013 Fax: 315-471-4044 17064 Revision Schedule Date By llescription ALL DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ARCHITECT, AND SHALL BE USED ONLY ON THE JOB DESIGNATED. COPYRIGHT (S !········· :T:HE:CONTRACTOR SHALL VERIFY ALL DII\IIENSIONS > -ln a: w > -z :::l ...J ...J w z a: 0 () I > a: <( a: lXI -...J z -...J 0 AT THE SITE AND PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES JOB NO· 17037 DATE: 1210112017 DRAWN BY: JRM CHECK BY PCS SCALE: PROJECT NORTH 1/8";;; 1'-0" l- iD f6 u BASEM EN T PLAN I :;; a. N N 00 " ,.._ ~ 0 "' ~ -N G F E D c B A 1 2 KEYED DEMOLITION NOTES 0 ® @) ® ® 0 ® EXISTING POWER ASSISTED DOOR DISCONNECT AUTOMATIC DOOR OPERATOR (ADO) BRANCH CIRCUIT. REMOVE AND REPLACE EXISTING LIGHT FIXTURE AND PHOTOCELL WITHIN EXISTING METAL ENCLOSURE. REFER TO ARCHITECTURAL DRAWINGS. FIELD VERIFY EXISTING CONDITIONS. REMOVE AND REPLACE ASSOCIATED CIRCUIT WIRING FED FROM EXISTING FIRST FLOOR PANEL 1A 1. DISCONNECT POWER FOR EXISTING ANTI-THEFT SECURITY GATES TO BE RELOCATED. DISCONNECT AND PROTECT EXISTING WIRING FOR POWER-ASSISTED ACCESS PUSH-PLATE DOOR CONTROL AND CARD ACCESS CONTROL EXISTING POWER ASSIST PUSH BUTTON TO REMAIN. EXISTING FIRE ALARM ANNUNCIATOR PANEL TO REMAIN. REMOVE AND TEMPORARILY RELOCATE EXISTING EXIT SIGN. REINSTALL ONCE RENOVATIONS HAVE BEEN COMPLETED. • 111"'~~"'1------i--t::-+-::-+-::~,vk/~-+:-+-::-11 • ,_ -------------------------- • -- r r 3 4 DEMOLITION NOTES A COORDINATE SCHEDULING OF DEMOLITION WITH OWNER'S REPRESENTATIVE. B VERIFY LOCATIONS AND SCHEDULE OF REMOVAL WORK PRIOR TO STARTING WORK. PROVIDE ALL REQUIRED WIRING AND TEMPORARY CONNECTIONS NECESSARY TO MAINTAIN CONTINUITY OF SERVICES DURING ALL STAGES OF WORK. C. MAINTAIN ELECTRICAL CONTINUITY OF EXISTING ELECTRICAL EQUIPMENT, OUTLETS AND DEVICES THAT ARE TO REMAIN. D. FIELD VERIFY EXISTING LOCATIONS OF ELECTRICAL PANELS SERVING THE PROJECT AREAS. APPROXIMATE LOCATION OF EXISTING PANEL 1A1~ ,------{ G y' I A -'"' --\ /' //T \ \ •j ~---{D \ !'-...-/1\ K /I J \ / -" --7 \ I I \ -," -c--~1/ /-1\ \ ~( I j ~ ) ) I \ \ ~ T ~~-r------.-~~~~~==~~========~1 . -, I I Q ~~E~;.~~; FIRST FLO?R DEMOLITION PLAN 5 6 7 I ~---<3 ' !'=" !'=" -- t :\ 1 UP I ----~----~--- •• I 8 9 10 KEYED NOTES \ ""\ 0 0 0 0 0 0 I I/""\ II JLUP II I PROVIDE BRANCH CIRCUIT (2#12, #12G-1/2"C) FOR SNOWMELT PUMPS TO BE LOCATED IN BASEMENT MECHANICAL ROOM. ADD 20A/1 P CIRCUIT BREAKER IN EXISTING ELECTRICAL PANEL LOCATED IN SAME ROOM. REFER TOM-SERIES DRAWINGS. PROVIDE TEMPORARY FIRE ALARM PULL STATION. CONNECT TO EXISTING FA WIRING. CONTACT CU-EHS FOR TESTING. INSTALL TEMPORARY EXIT SIGN. CONNECT TO EXISTING CIRCUIT PROVIDE WIRING AND CONNECTIONS FOR DOOR OPERATORS AND PUSH-PLATES CONNECT TO EXISTING CIRCUIT. PROVIDE LINEAR LED LIGHT FIXTURES, PHILIPS CK eW GRAZE QLX POWERCORE 5W. ONE (1) OF ITEM NUMBER 523-000066-69 AND FIVE (5) OF ITEM NUMBER 523-000086-99. REFER TO DETAILS ON ARCHITECTURAL DRAWINGS. INSTALL NEW FIXTURES WITHIN EXISTING EXTERIOR LIGHT ENCLOSURE. PROVIDE PHOTOCELL CONTROL. PROVIDE CIRCUIT (2#12, #12G-1/2"C) FROM EXISTING 20A/1P CIRTCUIT BREAKER IN PANEL 1A1. PROVIDE EXTERIOR WALL MOUNT LED FIXTURE WITH INTEGRAL PHOTOCELL, PHILIPS STONCO# LPW7-1BZPCB. CONNECT TO EXISTING INTERIOR UNSWITCHED LIGHTING CIRCUIT FOR TEMPORARY LIGHTING DURING CONSTRUCTION. DISCONNECT. REMOVE AND TURN OVER TO CU AT COMPLETION OF PROJECT. PROVIDE WIRING AND CONNECTIONS FOR CARD ACCESS CONNECT TEMPORARY ANTI-THEFT SECURITY GATES TO EXISTING POWER OUTLET AT NORTH WALL. PROVIDE POWER FOR TEMPORARY AUTOMATIC DOOR OPERATOR (ADO) FROM EXISTING MAIN ENTRANCE ADO CIRCUIT. """' APPROXIMATE LOCATION OF EXISTING PANEL 1A1~ 4 4 I 1\ I \\ ~ 1 \ ) )I .\ ) ' / \ \ ~ \ \ \ 4 7 \ /I J J L/ _./ __ / L•_/ cl 1\ - ------------- SACK & ASSOCIATES No. Consulting Engineers, PLLC 721 E. Genesee Streel Syracuse, NY 13210 Tel: 315-471-4013 Fax: 315-471-4044 17064 Revision Schedule Date By llescription ALL DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF THE ARCHITECT, AND SHALL BE USED ONLY ON THE JOB DESIGNATED. COPYRIGHT (S 1------------------- rHE CONTRACTOR SHALL VERIFY ALL DII\IIENSIONS AT THE SITE AND PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES JOB NO· 0~~\ 17037 DATE: 12/01/2017 DRAWN BY: '\\1 ~ RCM > -ln a: w > -z :::l ...J ...J w z a: 0 () I > a: <( a: lXI -...J z -...J 0 CHECK BY JLR -...:::.~'-::::::=:._;;::::.--::>/ SCALE: PROJECT NORTH 1/8";;; 1'-0" l- iD f6 u PARTIAL Fl RST FLOOR PLAN· ELECTRICAL I :;; a. 0 "' "' " "' ~ 0 "' ~ -N