160 EAST 48TH STREET NEW YORK, NY 10017fmkellycg.com/bidding/386d5a4 -- Tower 1_DOB Filing Set_03.04.16.pdf · 56 m-101.00 third and fourth floor mechanical ... for approval prior

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ARCHITECTURAL AND ENGINEERING SERVICESCROWN ARCHITECTURE AND CONSULTING, DPC80 MAIDEN LANE, SUITE 503NEW YORK, NY 10038TEL: 212.888.8334FAX: 646.360.5989WWW.THECROWNADVANTAGE.COM

SCOPE OF WORK

GOVERNING CODES AND STANDARDSISSUED FOR:

DATE:

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:

80 MAIDEN LANE 5TH FLOOR,NEW YORK NY 10038

PHONE: 212-888-8334FAX: 646-360-5989

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DRAWINGS, NOTES AND SPECIFICATIONS ARE ANINSTRUMENT OF SERVICE AND ARE THE PROPERTY OFCAC DPC. INFRINGEMENT WILL BE PROSECUTED,INFORMATION HEREIN IS CONFIDENTIAL. BY ACCEPTINGTHIS PRINT, BORROWER AGREES IT WILL NOT BE USEDFOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT ISLOANED. THIS DRAWING AND THE DESIGNS CONTAINEDHEREIN ARE ISSUED TO PROVIDE TECHNICALINFORMATION TO THE PROJECT TEAM. THIS INFORMATIONIS INTENDED FOR USE ON THIS PROJECT ONLY. THIS PLANIS APPROVED ONLY FOR WORK INDICATED ON THEAPPLICATION SPECIFICATION SHEETS. ALL OTHERMATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BECONSIDERED AS EITHER BEING APPROVED OR INACCORDANCE WITH APPLICABLE CODES. CAC DPCEXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT ANDOTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANSARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHATSOEVER NOR ARE THEY TOBE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRSTOBTAINING THE EXPRESS WRITTEN PERMISSION ANDCONSENT OF CROWN ARCHITECTURE AND CONSULTINGDPC. IT IS A VIOLATION OF NYS PROFESSIONAL LICENSELAW FOR ANY PERSON TO ALTER THIS DRAWING IN ANYWAY UNLESS ACTING UNDER THE SUPERVISION OF A NYSLICENSED PROFESSIONAL SECT.7209(2), ART.720

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160 EAST 48TH STREETNEW YORK, NY 10017


CAC 302-16-01

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INTERIOR RENOVATION OF APARTMENTS 3C, 4A, 4D, 5B, 6C, 7B,7C, 8D, 10A, 10B, 10C, 12B, 12D, 13C, 14A, 14C, 14D, 16B, 16, ANDCOMMON HALLWAY

1968 NYC BUILDING CODE,ADA

CLIENT REVIEW

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42 P-103.00 SEVENTH ANDEIGHTH FLOORPLUMBING PLAN

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43 P-104.00 10TH AND 12 FLOORPLUMBING PLAN

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44 P-105.00 13TH AND 14THFLOOR PLUMBINGPLAN

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45 P-106.00 16TH FLOORPLUMBING PLAN

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46 P-601.00 SUPPLY RISERDIARGAM

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47 P-602.00 SUPPLY RISERDIAGRAM 2

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50 P-701.00 WASTE RISERDIAGRAM

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51 P-702.00 WASTE RISERDIAGRAM 2

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54 P-801.00 GAS RISER DIAGRAM *

55 M-001.00 Mechanical Notes *

56 M-101.00 THIRD AND FOURTHFLOOR MECHANICALPLAN

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57 M-102.00 FIFTH AND SIXTHFLOOR MECHANICALPLAN

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58 M-103.00 SEVENTH ANDEIGHTH FLOORMECHANICAL PLAN

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59 M-104.00 10TH AND 12THFLOOR MECHANICALPLAN

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60 M-105.00 13TH AND 14THFLOOR MECHANICALPLAN

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61 M-106.00 16TH FLOORMECHANICAL PLAN

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6 G-006.00 STAGES OFPROGRESSINSPECTIONS

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7 DM-001.00 DEMOLITION NOTES *

8 DM-101.00 THIRD AND FOURTHFLOOR DEMOLITIONPLAN

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10 DM-103.00 SEVENTH ANDEIGHTH FLOORDEMOLITION PLAN

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11 DM-104.00 10TH AND 12THFLOOR DEMOLITIONPLAN

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12 DM-105.00 13TH AND 14THFLOOR DEMOLITIONPLAN

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13 DM-106.00 16TH FLOORDEMOLITION PLAN

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14 A-101.00 PROPOSED THRIDFLOOR PLAN

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15 A-102.00 PROPOSED FOURTHFLOOR PLAN

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16 A-103.00 PROPOSED FIFTHFLOOR PLAN

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17 A-104.00 PROPOSED SIXTHFLOOR PLAN

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18 A-105.00 PROPOSED SEVENTHFLOOR PLAN

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25 A-201.00 PROPOSED THRIDFLOOR RCP

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26 A-202.00 PROPOSED FOURTHFLOOR RCP

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30 A-206.00 PROPOSED EIGHTHFLOOR RCP

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31 A-207.00 PROPOSED 10THFLOOR RCP

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35 A-211 PROPOSED 16THFLOOR RCP

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36 A-501.00 DETAILS *

37 A-601.00 SCHEDULES *

38 A-701.00 LIGHT AND AIRCALCULATIONS

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39 P-001.00 PLUMBING NOTES *

40 P-101.00 THIRD AND FOURTHFLOOR PLUMBINGPLAN

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PROJECT INFORMATION

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G-001.00

GENERAL NOTES

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64 RIGID INSULATION AT ROOF WILL BE A MINIMUMOF 2 INCHES WITH A MINIMUM BOARD SIZE OF 48"X 48". IT SHALL HAVE A MINIMUM COMPRESSIVESTRENGTH OF 20 PSI. BATT INSULATION INOVERHANG SOFFIT WILL BE R-19 MINIMUM,FIBERGLASS BLANKET TYPE INSULATION.

65 EXIT SIGN LAMPS SHALL BE FLUORESCENT PLTYPE. UNIT SHALL BE WALL MOUNTED, EQUIPPEDWITH CHARGER, LOW VOLTAGE DISCONNECT ANDBATTERY MONITOR.

66 EMERGENCY LIGHTING UNITS SHALL BE CAPABLEOF PROVIDING 90 MINUTES OF EMERGENCYILLUMINATION UPON POWER FAILURE. UNIT SHALLBE EQUIPPED WITH MONITOR AND TEST SWITCH.

67 TELEPHONE AND COMPUTER WIRINGTHROUGHOUT THE BUILDING WILL BE AS PER THEDIRECTION OF THE OWNER. ELECTRICAL OUTLETSIN WET AREAS WILL BE GFI TYPE.

68 SUBSURFACE WATER PROOFING SHALL INCLUDEBITUMINOUS COATING ON ALL EXTERIOR WALLS.PROTECT WATERPROOFING WITH PROPERTHICKNESS (MIN. 2") STYROFOAM PROTECTION.PROVIDE MIN. 6" GRAVEL PROTECTION TOSTYROFOAM.

69 APPROVED FIRESTOPPING SEALANTS WILL BESIMILAR TO "3M" CP- 15WB OR CP 25WB OR EQUAL.LIGHT WEIGHT CINDER CONCRETE MAY BE USEDIN SOME LOCATIONS AS PER THE APPROVAL OFTHE ARCHITECT.

70 ALL WINDOWS, BOTH FIXED AND OPERABLE, WILLBE ALUMINUM SASH, DOUBLE GLAZED INSULATEDGLASS. ALUMINUM INSULATED PANELS WITHCONTAIN THERMAL INSULATION WITH A MINIM UMR-13 RATING. CUT SHEETS OF WINDOWS ANDPANELS WILL BE SUBMITTED TO THE ARCHITECTFOR APPROVAL PRIOR TO FABRICATION UNLESSOTHERWISE NOTED.

71 CONTRACTOR WILL PROVIDE NON CONDUCTIVEMATERIAL BETWEEN TWO DIS-SIMILAR METALSSUCH AS THE ALUMINUM ENCLOSURES ON THESTRUCTURAL STEEL MEMBERS. A BUTYL RUBBERSHEET OR SIMILAR MATERIAL IS ACCEPTABLE.

72 ALL WALL STUDS, BOTH WOOD AND STEEL, WILLRECEIVE A MINIMUM OF ONE LAYER OF 5/8"FIRECODE "X' GYPSUM BOARD. ALL JOINTS ANDPERIMETER EDGES WILL BE FIRE TAPED.

73 STAIR AND CORRIDOR PARTITIONS WILL BE FROMTHE TOP OF THE SUB FLOOR TO THE BOTTOM OFTHE DECK ABOVE. PARTITIONS WILL B E FULLYINSULATED AND RECEIVE A CAULK BEAD ON BOTHSIDES, TOP AND BOTTOM.

74 ANY GREASE DUCT OR CHIMNEY WITHIN 18" OF ACOMBUSTIBLE MATERIAL WILL RECEIVE A TWO (2)HOUR INSULATED WRAP.

75 ALL PROPOSED CHANGE ORDERS MUST BEAPPROVED BY THE ARCHITECT AND OWNER.CHANGE ORDERS EXECUTED PRIOR TOAPPROVAL ARE AT THE RISK OF THECONTRACTOR

48 NOTIFY THE ARCHITECT AT LEAST TWO (2) FULLWORKING DAYS PRIOR TO THE COMMENCEMENTOF CONSTRUCTION. PARTITIONS SHALL NOT BEERECTED UNTIL LINES ARE SNAPPED ANDAPPROVED BY THE ARCHITECT.

49 THE GENERAL CONTRACTOR SHALL, UPONCOMPLETION OF PAINTING, REMOVE ALL PAINTFROM WHERE IT HAS SPILLED, SPLASHED ORSPLATTERED ON ALL SURFACES, INCLUDINGLIGHT FIXTURES, FLOORING, ETC. HE SHALLREMOVE ALL ELECTRICAL SWITCH AND OUTLETPLATES PROTECTING AND REPLACING SAMEWHEN PAINTING HAS BEEN COMPLETED.HARDWARE, PANEL BOXES, ETC., SHALL BEPROPERLY COVERED PRIOR TO PAINTING.

50 CONTRACTOR WILL VERIFY THAT ALL WINDOWSARE IN GOOD WORKING ORDER, NO BROKENPANES, HINGES OR LOCKING DEVICES. ALLMOVING PARTS WILL BE LUBRICATED AND VERIFYTHAT ALL CAULKING IS IN PLACE.

51 WHERE EXISTING WOOD FLOORING IS CALLEDOUT TO REMAIN, IT SHALL BE SANDED ANDPROVIDED WITH ONE COAT OF SEALER AND AMINIMUM OF TWO COATS CLEAR GLOSS FINISHPOLYURETHANE. PATCH ALL FLOORS WHEREDEMOLITION HAS OCCURRED.

52 ALL NEW CLOSETS SHALL RECEIVE 1" THICKMAPLE PLYWOOD SHELF WITH HARDWOOD EDGEAND CLEAR FINISH POLYURETHANE. ALL CLOSETPOLES WILL BE 1 1/4" CHROME METAL. SHELVESAND POLES WILL BE SUPPORTED EVERY FOURFEET IN LENGTH. THE LINEN CLOSET WILLRECEIVE A MINIMUM OF FIVE CEDAR SHELVES ONWOOD CLEATS UNLESS OTHERWISE NOTED.

53 ALL NEW DUPLEX OUTLETS WILL BE LOCATED 18INCHES TO THE CENTERLINE ABOVE THEFINISHED FLOOR UNLESS OTHERWISE NOTED ONPLAN. ALL OUTLETS WILL BE INSTALLED IN AHORIZONTAL POSITION UNLESS OTHERWISENOTED. ALL OUTLETS ADJACENT TO WET AREASWILL BE G.F.I. TYPE.

54 GC TO PROVIDE TEMPORARY LIGHTING ASREQUIRED

55 ALL SPRINKLERS WITH CONCEALED HEADS SHALLBE MOUNTED AT CEILING TILE CENTERLINES ANDCOORDINATED WITH THE BUILDING SYSTEM, HVACAND LIGHTS. G.C. TO PAY FOR ALL PERMITS,TESTS AND SHUTDOWN FEES.

56 WHERE NEW TOILETS ARE SHOWN, PROVIDEWATER RESISTANT 5/8" GYPSUM BOARD. MARBLESADDLE AT DOOR. PROVIDE MECHANICALVENTILATION AS PER CODE.

57 STEEL PAN STAIRS WILL BE THE CLOSED RISERTYPE COMPLETE WITH METAL PAN TREAD WITHCONCRETE FILL, STRINGERS, RAILINGS,BRACKETS, CLIP ANGLES AND TEE SUPPORTS.STAIRS SHALL BE SHOP FABRICATED IN A WELDEDASSEMBLY WITH GALVANIZED BOLTS WHEREREQUIRED. STRINGERS, RISERS AND SUB-TREADSSHALL BE OF THE SIZE, THICKNESS AND GAUGESAS REQUIRED. TREAD PAN AND RISER SHALL BEFORMED TO RECEIVE THE CEMENT FILL. RISERSAND TREADS SHALL BE WELDED OR BOLTED TOCARRIER ANGLES WHICH SHALL BE WELDED ORRIVETED TO THE STEEL STRINGERS.COUNTERSUNK BOLTS OR STUD WELDED CLIPSSHALL BE FASTENED TO PANS TO FACILITATE THEFASTENING OF METAL REINFORCED CONCRETEFILL. STAIR RAILING AND WALL MOUNTEDHANDRAILS SHALL BE WELDED STEEL TUBES,ATTACHED TO THE STAIR STRINGER AND TO THEWALL CONSTRUCTION. RAIL ENDS SHALL HAVECLOSER PLATES WELDED AND GROUND TO ASMOOTH FINISH.

58 ALL SIGNAGE WILL FILED UNDER A SEPARATEAPPLICATION.

59 CARBON MONOXIDE NOTES:

A) EVERY DWELLING UNIT WITHIN OCCUPANCY R-1,R-2 AND R-3 WHERE FOSSIL FUEL-BURNING ORBOILER IS LOCATED, A CARBON MONOXIDEDETECTOR SHALL BE LOCATED WITHIN 15 FEETOF EACH BEDROOM.

B) CARBON MONOXIDE DETECTORS MAY BECOMBINED WITH A SMOKE DETECTOR.

C) IN EVERY BUILDING CLASSIFIED IN OCCUPANCYGROUP "E" OR "I-4" , AT LEAST ONE CARBONMONOXIDE DETECTOR SHALL BE PROVIDED.

60 ROOF SHALL BE MODIFIED BITUMEN OVERTAPERED INSULATION. MINIMUM INSULATIONSHALL BE 1 1/2" THICK, UNLESS OTHERWISENOTED.

61 PROVIDE 15 YEAR MANUFACTURERS WARRANTEEON THE ROOF INSTALLATION. PROVIDEMANUFACTURERS INSPECTION OF THEINSTALLATION.

62 PROVIDE ROOF DRAINS, SCUPPERS, LEADERSAND SPLASH BLOCKS. PROVIDE CANTS AND ALLFLASHING REQUIRED BY THE INSTALLATION.

63 CANT STRIPS SHALL BE SET IN HOT STEEPASPHALT, ROOFING MASTIC, OR MECHANICALLYATTACHED WITH ACCEPTABLE FASTENERS. CANTSTRIP MATERIAL SHALL CONSIST OF PERLITE,FIBERGLASS, CONCRETE OR OTHER ACCEPTABLENON-FLAMMABLE MATERIAL.

34 THE G.C. SHALL BE RESPONSIBLE FOR ALLPROTECTION AND SAFETY INVOLVED IN THEWORK. THIS SHALL INCLUDE EXISTING ITEMSDESIGNATED FOR SALVAGE. CARE SHOULD BETAKEN ON THE HANDLING AND STORAGE OFSALVAGED AND OWNER SUPPLIED COMPONENTS,SUCH THAT THEY REMAIN SERVICEABLE ANDSUFFER NO DAMAGE TO THEIR GENERALAPPEARANCE OR OPERATION

35 THE CONTRACTOR SHALL NOT CLOSE OROBSTRUCT STREET OR SIDEWALK UNLESS THERESHALL HAVE BEEN FIRST OBTAINED ALLNECESSARY MUNICIPAL OR OTHER PERMITSTHEREFORE. NO MATERIAL WHATSOEVER SHALLBE PLACED OR STORED IN THE STREETS OR THEBUILDING CORRIDORS. THE CONTRACTOR SHALLSO CONDUCT HIS OPERATIONS AS TO INTERFEREAS LITTLE AS POSSIBLE WITH THE USEORDINARILY MADE OF ANY STREETS, SIDEWALKS,FACILITIES, ETC. THE CONTRACTOR SHALLPROVIDE, ERECT AND MAINTAIN, AT HIS OWNEXPENSE, ALL LIGHTS, BARRIERS, SIDEWALKSHEDS, ETC., THAT MAY BE REQUIRED BY THEDEPARTMENT OF BUILDINGS, DEPARTMENT OFTRANSPORTATION, TRAFFIC REGULATIONS ORLOCAL LAWS.

36 AT THE CONCLUSION OF THE WORK UNDER THISSECTION, THE CONTRACTOR SHALL LEAVE THEPREMISES IN A BROOM-CLEAN CONDITION

37 NEW INTERIOR PARTITIONS SHALL CONSIST OF5/8" FIRECODE "X" GYPSUM BOARD ON BOTHSIDES OF 20 GAUGE ELECTROPLATED STEELSTUDS AT 16" O.C.(MAX) TO A MAXIMUM HEIGHTOF 10 FEET UNLESS OTHERWISE NOTED.PROVIDE TOP AND BOTTOM RUNNER TRACKSATTACHED AS PER MANUFACTURERSSPECIFICATIONS. ALL JOINTS TO BE TAPED ANDSPACKLED SMOOTH. REINFORCE PARTITIONSPROPERLY WHERE OPENINGS, DOORS OR WALLHUNG EQUIPMENT NECESSITATES SAME. METALCORNER BEADS (1/4 ROUND) SHALL BE PROVIDEDON ALL EXPOSED PLASTER AND GYPSUM BOARDCORNERS. PROVIDE BRACING AS REQUIRED BYEQUIPMENT AND CABINETS FOR SAFEINSTALLATION.

38 ONE HOUR RATED PARTITIONS TO HAVE ONELAYER OF GYPSUM BOARD BOTH SIDES. TWOHOUR PARTITIONS TO HAVE TWO LAYERS OFGYPSUM BOARD BOTH SIDES AND SHALLCONFORM TO BSA 301-60-SM. AREAS TO RECEIVESTONE OR TILE FINISH SHALL BE BACKED WITH5/8" CEMENT BOARD

39 IN LOCATIONS WHERE EXTERIOR WALLS ANDINTERIOR STRUCTURAL ELEMENTS ARE TORECEIVE NEW GYPSUM BOARD FINISH, IT WILL BE5/8" FIRECODE "X" ON METAL FURRING AT 16" O.C.

40 ALL SOFFITS SHOWN WILL BE 5/8" GYPSUM BOARDSUPPORTED BY APPROVED METAL FURRING ANDHANGERS. ALL JOINTS TAPED AND SPACKLEDSMOOTH.

41 ALL FINISHED CARPENTRY WILL BE FIRE-PROOFTREATED WOOD, AS PER ASTM 84. FURNISH ANDINSTALL CARPENTRY ITEMS SHOWN INCLUDINGTRIM, CABINETS AND CABINET HARDWARE ANDBASE WHERE CALLED FOR. USE FIREPROOFGROUNDS. PLASTIC LAMINATE TO CONFORM TONEMA LD-3, LAMINATED TO TYPE CSA-236 3/4"PARTICLE BOARD.

42 NEW DOORS 1 1/2 AND 3/4 HOUR FIRE PROOF SELFCLOSING (FPSC) DOORS SHALL BEAR BSAAPPROVAL 394 56 SM OR MEA 28 81MDESIGNATION AND FRAMES SHALL HAVE AN ULLABEL ATTACHED.

43 DOOR BUCKS SHALL BE SET 4 INCHES CLEARFROM ROOM CORNERS UNLESS OTHERWISENOTED ON PLAN. PROVIDE STANDARD WALL ORFLOOR STOPS FOR ALL DOORS THAT DO NOTRECEIVE CHECKS OR CLOSER.

44 ALL INTERIOR WALLS, PARTITIONS AND CEILINGSWHERE CALLED FOR TO BE PAINTED, SHALL BEPROPERLY SCRAPED, PREPARED, SPACKLED,TAPED, SANDED AND SIZED TO PROVIDE APERFECTLY SMOOTH SURFACE AND FINISH. ALLEXISTING GYPSUM TO RECEIVE PAINT SHALL BESKIM COATED FIRST. ALL SURFACES TO RECEIVEPAINT WILL HAVE ONE PIGMENTED PRIME COATAND TWO FINISH COATS OIL PAINT AT A MINIMUM.EGGSHELL FINISH ON NONMETALLIC SURFACES,GLOSS ENAMEL ON METAL SURFACES, HIGHGLOSS LATEX ON ALL TRIM. ALL EXPOSED CEILINGTO BE PAINTED WILL RECEIVE FLAT WHITE PAINTFINISH.

45 ALL PAINT CONTAINERS SHALL BE DELIVERED TOTHE JOB SITE IN COLORS SPECIFIED INMANUFACTURER'S UNOPENED CONTAINERS, ALLSURFACES TO RECEIVE PAINT SHALL BEPREPARED IN STRICT ACCORDANCE WITHMANUFACTURER'S LATEST RECOMMENDATIONS.PAINT SHALL BE "BENJAMIN MOORE" ORAPPROVED EQUAL.

46 PROVIDE A NEW SUSPENDED CEILING ANDCEILING SYSTEM WHERE NOTED ON PLAN.INSTALLATION WILL BE PLUMB AND TRUE. ALLJOINTS SHALL BE TIGHT AND SQUARE. CEILING INCOMMERCIAL COOKING AREA TO BE TO BE 4'-0" X4'-0", FIBERGLASS REINFORCED PLASTIC

47 PROVIDE EMERGENCY LIGHTING AND EXIT LIGHTSAS SHOWN ON PLAN. PROVIDE PANEL BOARDS,LIGHTING TIMER, OUTLETS, LIGHTS AND DIRECTELECTRICAL HOOK-UPS AS SHOWN ON PLANS.

20 THE LIABILITY OF THE ARCHITECT IS LIMITED TOTHE ACCURACY OF THE CONTRACT DOCUMENTS.CONTRACTOR SHALL BE RESPONSIBLE FORSUPERVISION OF THE WORK OF HIS FORCES.

21 UPON COMPLETION OF THE WORK, AND ALSOWHEN DIRECTED DURING THE PROGRESS OF THEWORK, THE CONTRACTOR SHALL REMOVE FROMTHE PREMISES ALL TEMPORARY WORK AND ALLRUBBISH AND DEBRIS AND SHALL LEAVE THEPREMISES IN A NEAT, CLEAN AND ORDERLYCONDITION.

22 WORK OF OTHER CONTRACTS BY OTHERCONTRACTORS MAY BE IN PROGRESS DURINGPERFORMANCE OF THE WORK OF THISCONTRACT. THIS CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING HIS WORK SOAS NOT TO INTERFERE WITH THE OTHERCONTRACTORS AND TO STAGE HIS WORK SO ASNOT TO CAUSE DELAY IN COMPLETING THE WORKOF THIS CONTRACT.

23 DURING THE ENTIRE PERIOD OF PERFORMANCEOF THE WORK, CONTRACTOR SHALL, AT IT'S OWNCOST AND EXPENSE, MAINTAIN IN FULL FORCEAND AFFECT WORKER'S COMPENSATION,DISABILITY AND LIABILITY INSURANCE IN THECOMPANIES AND ON FORMS OF POLICIESACCEPTABLE TO THE OWNER AND SHALL CAUSEALL SUBCONTRACTORS, IF ANY, TO MAINTAINSUCH POLICIES. THE INSURANCE REQUIRED ISSPECIFIED BELOW AND AMOUNT INDICATED:

A) WORKER'S COMPENSATION AND EMPLOYER'SLIABILITY INSURANCE; STATUTORY AMOUNT ANDCOVERAGE AS REQUIRED BY NEW YORK STATELAW.

B) COMPREHENSIVE GENERAL LIABILITY INSURANCE;PUBLIC LIABILITY; INCLUDING PREMISES,PRODUCTS, COMPLETED OPERATIONS ANDCONTRACTUAL.

C) PURCHASERS PROTECTIVE LIABILITY INCLUDINGCOVERAGE FOR DIRECT OPERATIONS, SUBLETWORK, CONTRACTUAL LIABILITY AND COMPLETEDOPERATIONS.

24 CONTRACTOR AGREES TO ASSIST IN EVERYMANNER POSSIBLE IN REPORTING ANDINVESTIGATING ANY ACCIDENT AND, UPONREQUEST, TO COOPERATE WITH ALL INTERESTEDINSURANCE CARRIERS IN THE HANDLING OF ANYCLAIM BY SECURING AND GIVING EVIDENCE ANDOBTAINING THE ATTENDANCE OF WITNESSES ASREQUIRED FOR ANY CLAIM OR SUIT. THE ABOVEMENTIONED INSURANCE WILL NOT BE MATERIALLYCHANGED OR CANCELED DURING THE TERMHEREOF UNTIL AND UNLESS THIRTY (30) DAYSPRIOR WRITTEN NOTICE THEREOF SHALL HAVEBEEN GIVEN TO THE OWNER.

25 THE OWNER, BUILDING MANAGER, LENDER, ANDCROWN DESIGN AND CONSULTING SHALL BENAMED AS ADDITIONAL INSURED'S IN ALLPOLICIES.

26 SAFETY OF ALL PERSONS ENGAGED ON THEWORK SHALL BE THE SOLE RESPONSIBILITY OFTHE CONTRACTOR. HE SHALL ALSO BE SOLELYRESPONSIBLE FOR THE PROTECTION OF OTHERTENANTS, THE PUBLIC AND PUBLIC PROPERTY.

27 THE CONTRACTOR SHALL DETERMINE THELOCATION OF ANY STRUCTURAL MEMBERS WHICHMAY BE AFFECTED BY DEMOLITION AND REMOVALOPERATIONS.

28 CONSTRUCTION OPERATIONS SHALL BECONFINED TO THE HOURS OF 9:00 AM THROUGH5:00PM, MONDAY THROUGH FRIDAY, EXCEPTLEGAL HOLIDAYS. ANY WORK OUTSIDE OF THESEHOURS WILL REQUIRE AFTER HOURS WORKVARIANCES AND BUILDING MANAGEMENTAPPROVAL

29 WHEN "APPROVED EQUAL", "EQUAL", "EQUAL TO","SIMILAR" OR OTHER GENERAL QUALIFYINGTERMS ARE USED, IT SHALL BE BASED UPON THEFINAL REVIEW OF THE ARCHITECT. THERE WILL BENO SUBSTITUTIONS UNLESS AGREED UPON INWRITING BY THE ARCHITECT.

30 ALL ITEMS NOTED "FURNISHED BY OWNER" SHALLBE INSTALLED BY THE G.C. AS PERMANUFACTURERS SPECIFICATIONS ANDREQUIRED UTILITY SERVICES AND WALLREINFORCEMENT SHALL BE COORDINATED BYG.C. ALL ITEMS NOTED "FURNISHED BY OTHERS"SHALL INDICATE THAT THE G.C. WILL BRINGUTILITY LINES TO THAT LOCATION, ITEMS WILL BEFURNISHED AND INSTALLED BY OTHERS.

31 THE GENERAL CONTRACTOR MUST SUBMIT ALLENGINEERING AND SHOP DRAWINGS FOR ITEMSFURNISHED BY HIM (INCLUDING MILLWORK) PLUSCUT SHEETS OF ALL EQUIPMENT AND FIXTURES(INCLUDING ELECTRICAL, PLUMBING AND ALLHARDWARE) TO THE ARCHITECT FOR APPROVALPRIOR TO FABRICATION, ORDERING AND/ORCONSTRUCTION.

32 THE GENERAL CONTRACTOR WILL PATCH ALLSURFACES WHERE NEW CONSTRUCTION OCCURSTO MATCH EXISTING ADJACENT.

33 THE G.C. SHALL BE RESPONSIBLE FORDEMOLITION AND SAFE CARTING AWAY FROM THESITE ALL MATERIALS THAT MUST BE REMOVED TOENABLE THE WORK TO BE COMPLETED AND THEPREMISES SUITABLE FOR OCCUPANCY

1 THE GENERAL CONTRACTOR (G.C.) SHALLCOMPLY WITH NATIONAL, STATE AND LOCAL LAWSAND REGULATIONS RELATING TO INSURANCE FORWORK UNDER THIS CONTRACT. THE G.C. SHALLCARRY WORKERS COMPENSATION ANDDISABILITY INSURANCE AS REQUIRED BY LAW.PRIOR TO THE COMMENCEMENT OF THE WORK,THE G.C. SHALL SUBMIT TO THE BUILDING OWNER,INSURANCE CERTIFICATES OF A KIND AND IN AFORM AND IN THE AMOUNTS SPECIFIED BY THEBUILDING OWNER.

2 THE A.I.A. STANDARD FORM OF GENERALCONDITIONS WILL APPLY TO THE GENERALCONTRACTOR AND TO ALL OF HISSUB-CONTRACTORS.

3 CONTRACTOR SHALL DO ALL THE NECESSARYCUTTING AND PATCHING FOR THE COMPLETIONOF THE NEW WORK. HOWEVER, EXISTING BEAMS,COLUMNS OR STRUCTURAL SLABS SHALL NOT BECUT OR NOTCHED WITHOUT CONSULTATION WITHTHE ARCHITECT AND CONSENT OF THEBUILDING'S MANAGEMENT.

4 CONTRACTOR IS RESPONSIBLE FORASCERTAINING CONSTRUCTION RULES ANDREGULATIONS OF THE BUILDING'S MANAGEMENTAND FOR ACCOMMODATING THESEREQUIREMENTS IN THEIR PRICE.

5 WHENEVER THE WORD "PROVIDE" APPEARS INTHE CONTRACT DOCUMENTS IT SHALL MEAN THEFURNISHING OF ALL LABOR, MATERIALS,APPLIANCES, EQUIPMENT AND SERVICESNECESSARY FOR THE INSTALLATION OF ITEMS,ASSEMBLIES AND PROCESSES REQUIRED FORTHE COMPLETION OF THAT PORTION OF THEWORK.

6 ALL REFERENCES TO THE CONTRACTORWHENEVER AND WHEREVER THEY MAY OCCUR INTHE CONTRACT DOCUMENTS SHALL MEAN THEGENERAL CONTRACTOR.

7 TRASH, DISCARDED MATERIALS AND RUBBISHSHALL BE PLACED IN CONTAINERS, BARRELS ORBAGS, BEFORE BEING REMOVED FROM THEPREMISES. ALL RUBBISH, RUBBLE, DISCARDEDEQUIPMENT, EMPTY PACKING CARTONS ANDOTHER MATERIALS SHALL BE REMOVED FROMTHE PREMISES AT THE CONTRACTOR'S EXPENSE.

8 LANDMARKS, DEMOLITION AND GENERALCONSTRUCTION PERMITS SHALL BE PROVIDED BYTHE ARCHITECT. ALL OTHER PERMITS THAT MAYBE REQUIRED IN CONNECTION WITH THE WORKSHALL BE OBTAINED BY THE CONTRACTOR AT THECONTRACTOR'S SOLE COST AND EXPENSEEXCEPT FOR FEES.

9 THE OWNER MAKES NO REPRESENTATION AS TOTHE EXISTING CONDITIONS.

10 BEFORE SUBMITTING HIS BID, THE CONTRACTORSHALL VISIT THE SITE, MAKE HIS OWN DETAILEDEXAMINATIONS AS TO CONDITIONS EXISTING ANDDETERMINE ANY DIFFICULTIES ATTENDING THEEXECUTION OF THE WORK.

11 ALL WORK OF A TEMPORARY NATURE REQUIREDFOR THE CONTRACT OPERATIONS SHALL BEREMOVED UPON COMPLETION OF THE CONTRACT,WHEN NO LONGER NEEDED OR WHEN DIRECTEDBY THE ARCHITECT.

12 THE WORK SHALL BE PERFORMED IN SUCH AMANNER AS TO PREVENT FIRE. DURING ANYWORK INVOLVING A FIRE HAZARD, THECONTRACTOR SHALL TAKE EVERY REASONABLEPRECAUTION AGAINST STARTING AND SPREADINGOF FIRE.

13 THE CONTRACTOR SHALL VERIFY DIMENSIONS ONTHE DRAWINGS AND MEASUREMENTS AT THE SITEAND SHALL BE RESPONSIBLE FOR THECORRECTNESS OF THEM. ANY DIFFERENCESFOUND SHALL BE REPORTED TO THE ENGINEER INSUFFICIENT TIME FOR HIS CONSIDERATION ANDDIRECTION BEFORE PROCEEDING WITH THEWORK INVOLVED.

14 THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR LOSSES AND DAMAGES INCONNECTION WITH HIS WORK UNDER THISCONTRACT.

15 THE CONTRACTOR MAY USE EXISTING ELECTRICSERVICE TO THE EXTENT CURRENTLY PROVIDEDAT THE SITE AT NO COST, BUT HE SHALL PROVIDEHIS OWN EXTENSIONS, LIGHTS, ETC.

16 THE CONTRACTOR MAY USE BUILDING WATERSERVICE AT NO COST, BUT HE MUST PROVIDE HISOWN HOSES, BUCKETS, ETC., IF WATER ISAVAILABLE FROM BUILDING SITE.

17 THE CONTRACTOR SHALL ARRANGE IN ADVANCEWITH THE BUILDING MANAGER FOR THE USE OFSANITARY FACILITIES. HE SHALL INSTRUCT ALLPERSONS EMPLOYED BY HIM ON THE PROJECT TOMAINTAIN SUCH FACILITIES IN A CLEAN ANDSANITARY CONDITION.

18 THE CONTRACTOR SHALL PROVIDE AND MAINTAINSUITABLE FENCES, BARRICADES, WARNINGLIGHTS AND OTHER SAFEGUARDS TO PROTECTAND CONTROL OCCUPANTS, THE PUBLIC,VISITORS AND ALL OTHER PERSONS ON ORABOUT THE SITE AT ALL TIMES, AS MAY BEREQUIRED.

19 THE CONTRACTOR SHALL AT ALL TIMESADEQUATELY PROTECT EXISTING PROPERTY ANDSITE IMPROVEMENTS AGAINST DAMAGE ANDSHALL BE RESPONSIBLE FOR ANY DAMAGERESULTING FROM HIS CONTRACT OPERATIONS.

TENANT SAFETY NOTES

10 CONTRACTOR SHALL ISOLATE THE CONSTRUCTIONAREA FROM ANY OTHER OCCUPIED AREA BYMEANS OF TEMPORARY PARTITIONS OR HEAVYWEIGHT DROP CLOTHS.

11 CONSTRUCTION OPERATIONS WILL NOT INVOLVEINTERRUPTION OF HEATING WATER OR ELECTRICALSERVICES TO OTHER TENANTS.

TENANT SAFETY NOTES

1 ALL WORK SHALL BE COMPLETED IN ACCORDANCEWITH NEW YORK CITY BUILDING CODE ARTICLE 19,AND REGULATIONS OF ALL OTHER AGENCIESHAVING JURISDICTION.

2 ALL MEANS OF EGRESS FOR TENANTS OF THEBUILDING ARE TO BE MAINTAINED CLEAR AND FREEOF ALL OBSTRUCTIONS, SUCH AS BUILDINGMATERIALS, TOOLS, ETC.. CONSTRUCTIONOPERATIONS SHALL NOT BLOCK PUBLIC HALLS ORMEANS OF EGRESS FROM THE BUILDING.

3 CONTRACTOR SHALL PROVIDE ADEQUATE BRACINGAND TEMPORARY SHORING WHEREVER ANYSTRUCTURAL WORK IS INVOLVED.

4 THERE SHALL BE NO TENANT OCCUPYING THEPREMISES DURING THE COURSE OFCONSTRUCTION, NOR UNTIL COMPLETION OF WORKHAS BEEN ACCOMPLISHED IN THE OPINION OF THEENGINEER OF RECORD.

5 SAFETY OF ALL PERSONS ENGAGED IN THE WORKSHALL BE THE SOLE RESPONSIBILITY OF THECONTRACTOR. SAFETY OF THE PUBLIC SHALL BERESPONSIBILITY OF THE CONTRACTOR. OWNER ISRESPONSIBLE FOR SAFE MAINTENANCE OFPREMISES.

6 ALL MATERIALS SHALL BE STORED IN AN ORDERLYFASHION.

7 GENERAL CONTRACTOR SHALL PROVIDE TO THEOWNER A LIST OF ALL SUBCONTRACTORS IF ANY.

8 CONSTRUCTION WORK WILL BE CONFINED TO THEBUILDING INTERIOR, DURING NORMAL WORKINGHOURS 9:00AM TO 5:00PM, MONDAY THRU FRIDAY,EXCEPT LEGAL HOLIDAYS, AND WILL NOT CREATEDUST, DIRT OR OTHER INCONVENIENCE TO ANYADJOINING PROPERTIES. CONTRACTOR MUSTOBTAIN WRITTEN PERMISSION FROM ALL AFFECTEDPARTIES TO WORK OTHER THAN THESE REGULARHOURS.

9 ALL CLEAN UP WILL BE THE RESPONSIBILITY OF THECONTRACTOR. DEBRIS, DUST AND DIRT SHALL BEKEPT TO A MINIMUM AND CONFINED TO THECONSTRUCTION AREA. DEBRIS SHALL BE REMOVEDFROM THE BUILDING PERIODICALLY TO PREVENTEXCESSIVE ACCUMULATION.

NYC BUILDING DEPARTMENT NOTES

1 THIS PROJECT DOES INVOLVE CHANGESSUBJECT TO THE ZONING RESOLUTION

2 THERE ARE CHANGES TO USE, EGRESS,OCCUPANCY, AND FIRE SAFETY

3 THIS PLAN IS APPROVED ONLY FOR WORKINDICATED ON THE APPLICATION SPECIFICATIONSHEET. ALL OTHER MATTERS SHOWN ARE NOTTO BE RELIED UPON OR TO BE CONSIDERED ASEITHER APPROVED OR IN ACCORDANCE WITHAPPLICABLE CODES

4 NO BOILER WORK UNDER THIS APPLICATION.

5 THERE IS NO SPRINKLER & STANDPIPE WORKUNDER THIS APPLICATION.

6 THESE DRAWINGS ARE INDICATIVE ONLY OF THESCOPE OF WORK TO BE PROVIDED.

7 THERE IS NO FIRE ALARM WORK UNDER THISAPPLICATION.

8 ALL WORK TO BE CARRIED OUT UNDER THESUPERVISION OF A NYS REGISTERED ARCHITECT

9 ALL ELECTRICAL WORK TO BE PERFORMED BY ANYC LICENSED ELECTRICAL CONTRACTOR INACCORDANCE WITH NYC ELECTRICAL CODE ANDNEC 1999

10 ALL PLUMBING WORK TO BE PERFORMED BY ANYC LICENSED PLUMBER

11 ALL CONSTRUCTION OF THE WORK SHALLCOMPLY WITH ALL APPLICABLE FEDERAL, NEWYORK STATE ADMINISTRATIVE CODES AND THENEW YORK CITY BUILDING CODE, INCLUDINGBUILDING CODE REFERENCE STANDARDS, RULESAND REGULATIONS OF THE DEPARTMENT OFBUILDINGS. ALL DRAWINGS ARE SUBJECT TOCHANGE AS REQUIRED BY THE REQUIREMENTSOF THE BUILDING CODES AND THEINTERPRETATION THEREOF BY THE AUTHORITIESHAVING JURISDICTION OVER THE WORK.

12 ALL NEW CONSTRUCTION SHALL ADHERE TO THENEW YORK STATE ENERGY CONSERVATIONGUIDELINES, NYC LOCAL LAW 58 AND THEAMERICANS WITH DISABILITIES ACT.

13 THE ARCHITECT WILL BE RESPONSIBLE FOR THEACQUISITION OF A BUILDING PERMIT PRIOR TOTHE COMMENCEMENT OF CONSTRUCTION, THEGC WILL BE RESPONSIBLE FOR CALLING FORINSPECTIONS AND SIGN-OFFS OF PLUMBING ANDELECTRICAL WORK AS REQUIRED. THEARCHITECT IS NOT RESPONSIBLE FORSUPERVISION.

14 THE G.C. SHALL SUPERVISE AND BE SOLELYRESPONSIBLE FOR ALL ASPECTS OF THE WORKINCLUDING, THOUGH NOT LIMITED TO SAFETY.MAINTENANCE OF EXIT CLEARANCES, EXIT SIGNSAND EMERGENCY LIGHTING.

15 ALL WORK RELATED TO ASBESTOS, INCLUDINGINSPECTIONS, CERTIFICATIONS ANDSUPERVISION OF WORK AND APPROVAL SHALLBE SEPARATE FROM THESE DOCUMENTS. ALLASBESTOS WORK SHALL BE BY OTHERS.

GENERAL NOTES

1

± 0'-0''

AFF

1

E

R

N

D01

XA100

XA100

A100

X

XXXX

XX.XX

FE

FHC

A

WS-1

2H

36

2H

36

36

2H

N

N

20A

20A

GFI

GFI

N

N

N

FL

N

FL

N

FL

N

FL

J

CR

ES

RB

CATV

P D

DB

F

ACT-#

± 0'- 0''

J

D

3

S

SP

T

P-1

B-1

C-1

CT-1

VT-1

ST-1

S-1

PL-1

WC-1

SD-1

WD-1

WT-1

REFLECTED CEILING SYMBOLS

NEW GYP. BD .

CEILING TYPECEILING HEIGHT

ACOUSTICAL TILES CEILING SYSTEM

JUNCTION BOX

WALL MOUNTED LIGHT SWITCH

WALL MOUNTED LIGHT SWITCH W/DIMMER

WALL MOUNTED 3WAY LIGHT SWITCH

MOTION SENSOR

CEILING MOUNTED SPEAKER

THERMOSTAT

LINEAR SUPPLY DIFFUSER

LINEAR RETURN DIFFUSER

START POINT OF CEILING GRID

CEILING MOUNTED RECESSED SINGLE FACEILLUMINATED SIGN

CEILING MOUNTED RECESSED DIRECTIONALILLUMINATED EXIT SIGN

WALL MOUNTED SINGLE FACE ILLUMINATED

WALL MOUNTED DOUBLE FACE ILLUMINATED

SECURITY CAMERA

FINISHED SYMBOLS

CHANGE OF MATERIAL

PAINT FINISH

WALL BASE

CARPET

CARPET TILE

VINYL TILE

STONE TILE

STONE FINISH

PLASTIC LAMINATE

WALL COVERING

STONE SADDLE

WOOD FINISH

WINDOW TREATMENT

DEMO/ CONSTRUCTION SYMBOLS

WINDOW OR GLAZING

NEW PARTITION SEE PARTITION TYPES IN SHEET # A-401

DOOR & DOOR NUMBER

DETAIL NUMBERSHEET NUMBER

SECTION NUMBERSHEET NUMBER

ROOM NAMEROOM OR ARENA NUMBER

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET

MILLWORK/ CASEWORK SCHEDULE KEY

INDICATES PARTITIONS AND OR MISC.CONSTRUCTION ITEMS TO BE REMOVED, SEEDEMOLITION PLANS

DOORS TO BE REMOVED

SECTION OR FLOOR SLAB(S) TO BE REMOVED,COORDINATE WITH STRUCTURAL ENGINEER.

WINDOWS AND FRAMES TO BE REMOVED

EXISTING TO REMAIN

TELEPHONE / ELEC. SYMBOLS

DUPLEX OUTLET

QUAD OUTLET

DEDICATED DUPLEX OUTLET

DEDICATED QUAD OUTLET

DUPLEX GFI OUTLET

QUAD GFI OUTLET

TELEPHONE/ VOICE OUTLET

VOICE/ DATA OUTLET

FLOOR VOICE/ DATA OUTLET

FLOOR VOICE/ TEL OUTLET

FLOOR DUPLEX OUTLET

FLOOR QUAD OUTLET

FURNITURE SYSTEM VOICE OUTLET

FURNITURE SYSTEM VOICE / DATA OUTLET

FURNITURE SYSTEM DUPLEX OUTLET

JUNCTION BOX

CARD READER

ELECTRIC STRIKE

RELEASE BUTTON

CO-AXIAL CABLE TV FEED

FURNITURE SYSTEM POWER/ DATA FEED IN

DOOR BELL

FIRE STROBE

GENERAL SYMBOLS

GYPSUM WALL BOARD

CONCRETE

INSULATION

PLYWOOD

WD BLOCKING

METAL STUD FRAMING

METAL FURRING CHANNEL

FINISHED WOOD

GLAZING ( LARGE SCALE)

CARPET

CAULK

FACE OF DIMENSION

PROPERTY LINE

ENLARGE DETAIL AREA

BREAKLINE

REVISION NUMBER

ELEVATION

KEYNOTE

HATCHED AREA N.I.C

REVISION CLOUD

DENOTES EXISTING TO REMAIN

DENOTES RELOCATING FROM EXISTING

DENOTES NEW

TEMPORARY WALL

FURNITURE SYMBOLS

FURNITURE TAG

LATERAL FILE HEIGHTLATERAL FILE WIDTH

LATERAL FILE HEIGHT (UNDERCOUNTER)LATERAL FILE WIDTH (UNDERCOUNTER)

BOOKCASE HEIGHTBOOKCASE WIDTH

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


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G-002.00

SYMBOLS & ABBREVIATIONS

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

2 61

JR

ML

ABVACCESACOUSAFFALALTANODAPPLARCHAUTOAVG&

BLDGBDBLKGBRDLMBU

CABCPTCEMCER

CLGCOATGCMCOILGCONCCONSTRCONTCONTRCOVCMU

DBLDEPTDESDETDFDIADIFFDIMDISPDIVDNDRDSCONDTLDWR

ELELASTELECEMBEDENGENTREQEQUIPETCEXISTEXPSEXT

FABFCFDFEFECFFFHCFINFOWFPSCFLDGFPLCFRFRMGFRTWFXDFXTRFLRFURNFWC

GAGCGRCGFRCGFRGGFRPGLGRGWBGYP

HDHDWDHDWEHMHORIZHTHVAC

INFOINSTRUMINSULINTLKINTINFILTR

ABOVEACCESSORYACOUSTIC (AL)ABOVE FINISHED FLOORALUMINUMALTERNATEANODIZEDAPPLIANCEARCHITECT (URAL)AUTOMATICAVERAGEAND

BUILDINGBOARDBLOCKINGBROADLOOMBUILT UP

CABINETCARPETCEMENT(ITIOUS)CERAMICCENTER LINECEILINGCOATINGCONSTRUCTION MANAGERCOILINGCONCRETECONSTUCTIONCONTINUOUS(ATION)CONTRACTORCOVERCONCRETE MASONRY UNIT

DOUBLEDEPARTMENTDESIGN(ED)DETAILDRINKING FOUNTAINDIAMETERDIFFUSERDIMENSIONDISPENSERDIVISIONDOWNDOORDISCONNECTDETAILDRAWER

ELEVATIONELECTROMERICELECTRICALEMBEDD(ED)(ING)ENGINEERENTRANCEEQUALEQUIPMENTETCETERAEXISTINGEXPOSE(D)EXTERIOR

FABRICATIONFIRST CLASSFLOOR DRAINFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFINISHED FLOORFIRE HOSE CABINETFINISHFACE OF WALLFIRE PROOF SELF-CLOSINGFOLDINGFIREPLACEFIRE RAT(ING)(ED)FRAMINGFIRE RETARDANT TREATEDFIXEDFIXTUREFLOOR(ING)FURNITUREFABRIC WALL COVERING

GUAGEGENERAL CONTRACTORGLASS REINFORCED CONCRETEGLASS FIBER REINFORCEDGYPSUMGLASS REINFORCED PLASTERGLASSGRAD(E)(ING)GYPSUM BOARD WALLGYPSUM

HEADHARDWOODHARDWAREHOLLOW METALHORIZONTALHEIGHTHEATING, VENTILATING, AND AIRCONDITIONING

INFORMATIONINSTRUMENT(ATION)INSULATIONINTERLOCK(ING)INTERIORINFILTRATION

CL

JAN

KIT

LAMLAVLBLTLVLGLVR

MAXMFDMFRMECHMETMEMBMINMISCMLWKMOISTMOTMTD

OCORNAOVFLOVHDOPNGOPR

PTNPEDTRPBDPLNPOLYSTPORTPREFINPREFABPLAMPLASPLSTCPLYWDPT

RDRRECESRECPTREFREFLREFRREQDRESISREINFRESILRFGRMRO

SCRSECURSFSGLSHORGSIMSPSPECSSTSTDSTLSTRFRSTRUCTSURFSUSPSYS

THKTOILTRAFTRANSTRTDT&GTYPTELECOM

UNDRLAYUTILUON

VERTVIFVCT

W/WCWDWDWW/OWTWTRPRF

JANITOR

KITCHEN

LAMINATELAVATORYPOUNDLIGHTLEVELINGLOUVER

MAXIMUMMANUFACTUREDMANUFACTURERMECHANICALMETALMEMBRANEMINIMUMMISCELLANEOUSMILLWORKMOISTUREMOTOR(IZED)MOUNTED

ON CENTERORNAMENTALOVERFLOWOVERHEADOPENING(S)OPERABLE

PARTITIONPEDESTRIANPARTICLE BOARDPANELPOLYSTYRENEPORTABLEPREFINISHEDPREFABRICATEDPLASTIC LAMINATEPLASTERPLASTICPLYWOODPAINT

READERRECESSEDRECEPTACLEREFER(ENCE)REFLECTEDREFRIGERATORREQUIREDRESIST(ANT)(IVE)REINFORCE (D)(ING)(MENT)RESILIENTROOFINGROOMROUGH OPENING

SCRIBESECURITYSQUARE FEETSINGLESHORINGSIMILARSTARTING POINTSPECIFICATIONSTAINLESS STEELSTANDARDSTEELSTOREFRONTSTRUCTURALSURFACESUSPENDEDSYSTEM(S)

THICKTOILETTRAFFICTRANSPARENTTREATEDTONGUE AND GROOVETYPICALTELECOMMUNICATION

UNDERLAYMENTUTILITYUNLESS OTHERWISE NOTED

VERTICALVERIFY IN FIELDVINYL TILE

WITHWATER CLOSETWOODWINDOWWITHOUTWEIGHTWATERPROOFING

2' - 8"

3''.

24'' MAX . DEPTHFOR MIN CLARENCE

FIG.1MINIMUM CLEAR WIDTH

FOR SINGLE WHEELCHAIR

8' - 0 3/8"

FIG. 2MINIMUM CLEAR WIDTH

FOR TWO WHEELCHAIRS

(A)60 IN (1525mm) (DIAMETER

SPACE

(B)T SHAPED

SPACE FOR 180TURNS

6' -

3"

6' - 3"

5'.

5'.

3' - 0"4' MINIMUM

.3' MIN

. 3' - 6" x 3' - 6"

4' -

0"

WHEN X ˂ 4' WHEN X ˂ 4'(A)

90 DEGREE TURN(B)

TURNS AROUND AN OBSTRUCTION

21

25

'' T

O 5

''

(D)CHANGE IN LEVEL

25

'' M

AX

(C)CHANGEIN LEVEL

6' - 1 29/32"

3' -

10

3/1

6"

6' -

1 2

9/3

2"

3' - 10 3/16"

3' -

10

3/1

6"

6' - 1 29/32"

(A)CLEARFLOORSPACE

(B)FORWARDAPPROACH

(C)PARALLELAPPROACH

3' - 6 19/32"

5' -

8 5

/32

"

X

5' - 8 5/32"

3' -

6 3

1/3

2"

X

NOTE: IF X ˃ 24in (610mm)

NOTE IF X ˃15 IN(380 mm)

(D)CLEAR FLOOR SPACES IN ALCOVES

X

3' - 9"0' - 9"

X

6' - 2"1' - 6 1/2"

NOTE: IF X ˃ 24 IN (610 mm), THENAN ADDITIONAL MANEUVERINGCLEARANCE OF 6 IN (150 mm)SHALL BE PROVIDED AS SHOWN

NOTE: IF X ˃ 15 IN (380 mm), THEN ANADDITIONAL MANEUVERINGCLEARANCE OF 12 IN (305mm)SHALL BE PROVIDED AS SHOWN

(E)ADDITIONAL MANEUVERING CLEARANCE

FOR ALCOVES

1 1/4'' TO 1 1/2''1 1/2''.

(A)HANDRAIL

1 1/4'' TO 1 1/2''

1 1/2''.

(B)HANDRAIL

1- 1/4 '' TO 1-1/2''

1-1/2''.

(C)HANDRAIL

1-1/2".

1-1/4'' TO 1-1/2" (O.D)

(D)HANDRAIL

1-1/4'' TO 1-1/2''

1-1/2''TYP. CLR.

1-1

/2''.

18

'' M

IN

(E) HANDRAIL

4'' MAX .

80

'' M

IN

.

LOBBY

HIG

HE

R T

HA

N 2

7''

MIN

..

CLEAR WIDTHANY AMOUNT

NO

HIG

HE

R T

HA

N 2

7 ''

MA

X.

FIG 8(A)

WALKING PARALLEL TO A WALL

27

''.

CANE RANGE

27

'' M

AX

12'' MAX

CANE RANGE

FIG 8(B)WALKING

PERPENDICULAR TO AWALL

CANE HITS POST OR PYLON BEFOREPERSON HITS OBJECT

32'' MIN

(A)DETAIL

32'' MIN.

(B)HINGED DOOR

32'' MIN .

(C)SLIDING DOOR

32''.

(D)FOLDING DOOR

32'' MIN .

(E)MAXIMUM DOORWAY DEPTH

60

'' M

IN

PULL SIDE

18'' MIN 24'' PREF

48

'' M

IN

PULL SIDE

X

NOTE: X =12 IN (305mm) IFDOORS HAVE BOTH A LATCHAND CLOSER

(A)FRONT APPROACHES SWINGING DOORS

PULL SIDE

X

54'' MIN

PULL SIDE

42

''Y

NOTE: X= 36 IN (915 mm)MINIMUM IF Y= 36 IN (1525 mm)MINIMUM IF Y = 54 IN (1370 mm)

NOTE: Y= 48 IN (1220 mm)MINIMUM DOOR HASBOTH A LATCH ANDCLOSER

48

''.

PULL SIDE

24''X

PULL SIDE

24''X

42

''Y

NOTE: X=54 IN(1370mm)MINIMUM IF DOOR ASCLOSER

NOTE: X= 48 IN(1220mm) MINIMUM IFDOOR AS CLOSER

48

''.

(D)FRONT SIDE APPROACH SLIDING

DOOR AND FOLDING DOORS.

42

''.

54 MM.

(F)LATCH SIDE APPROACH SLIDING

DOOR AND FOLDING DOORS

(E)SLIDE SIDE APPROACH SLIDING

DOOR AND FOLDING DOORS

36'' TO 42'' LEVER OR U SHAPEDHANDLE

10'' MIN. BOTTOMRAIL OR PROVIDEKICK PLATE

RUBBER BUMPERON CHAIR

(WHERE INDICATED )A NARROW FRAME WITH A BEVELED TOP EDGE ( 30DEGREE MAXIMUM BEVEL TO VERTICAL PLANE )INSTALLED AT THE BOTTOM OF A GLASS DOOR(WITH NO SIDE FRAMES) MAY BE USED IN LIEU OFPROVIDING THE REQUIRED10 -INCH UNINTERRUPTED SURFACE AT THEBOTTOM OF THE DOOR.

WHERE ADJACENT OBSTRUCTIONOR WALL OCCURS

36'' MINIMUM

.

12'' MINIMUM IF DOORS HASBOTH A CLOSER AND LATCH

48'' MINIMUM

54'' PREFERRED

REQUIREDCLEARSPACE

48

" M

IN.

.

24'' MIN EXTERIOR18'' MIN INTERIOR

REQUIREDCLEAR SPACE

60

IN

MIN

IMU

M4

8''

MIN

IMU

M

24'' MIN EXTERIOR, 18'' MIN INTERIOR

DOOR WIDTH PLUS

18'' MIN INTERIOR24'' MIN EXTERIOR OF BLDG.

.

DO

OR

WID

TH

PL

US

42

''

48'' MINIMUM

32'' CLEAR .

48

' MIN

IMU

M

.

24'' MIN. EXTERIOR &18'' MINIMUM INTERIORBEYOND STRIKE EDGE OF AGATE OR DOOR ON THESIDE TOWARD WHICH ITSWINGS.

DOOR WIDTH PLUS 42''

Y.

CLEARENCE REQUIREMENTS

4.4.1* GENERAL.OBJECTS PROJECTING FROM WALLS (FOR EXAMPLE,TELEPHONES) WITH THEIR LEADING EDGES BETWEEN27 IN AND 80 IN (685 MM AND 2030 MM) ABOVE THEFINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4 IN(100 MM) INTO WALKS, HALLS, CORRIDORS,PASSAGEWAYS, OR AISLES (SEE FIG. 8(A)). OBJECTSMOUNTED WITH THEIR LEADING EDGES AT OR BELOW27 IN (685 MM) ABOVE THE FINISHED FLOOR MAYPROTRUDE ANY AMOUNT (SEE FIG. 8(A) AND (B)).FREE-STANDING OBJECTS MOUNTED ON POSTS ORPYLONS MAY OVERHANG 12 IN (305 MM) MAXIMUM FROM27 IN TO 80 IN (685 MM TO 2030 MM) ABOVE THE GROUNDOR FINISHED FLOOR (SEE FIG.8(C) AND (D)).PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEARWIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERINGSPACE (SEE FIG. 8(E)).

4.4.2 HEAD ROOM.WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES, OROTHER CIRCULATION SPACES SHALL HAVE 80 IN (2030MM) MINIMUM CLEAR HEAD ROOM (SEE FIG. 8(A)). IFVERTICAL CLEARANCE OF AN AREA ADJOINING ANACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80 IN(NOMINAL DIMENSION), A BARRIER TO WARN BLIND ORVISUALLY-IMPAIRED PERSONS SHALL BE PROVIDED

ADA CLEARENCE

4.3.11.1 LOCATION AND CONSTRUCTION. AN AREA OF RESCUE ASSISTANCE SHALL BE ONE OFTHE FOLLOWING:(1) A PORTION OF A STAIRWAY LANDING WITHIN ASMOKEPROOF ENCLOSURE (COMPLYING WITH LOCALREQUIREMENTS).(2) A PORTION OF AN EXTERIOR EXIT BALCONY LOCATEDIMMEDIATELY ADJACENT TO AN EXIT STAIRWAY WHENTHE BALCONY COMPLIES WITH LOCAL REQUIREMENTSFOR EXTERIOR EXIT BALCONIES. OPENINGS TO THEINTERIOR OF THE BUILDING LOCATED WITHIN 20 FEET (6M) OF THE AREA OF RESCUE ASSISTANCE SHALL BEPROTECTED WITH FIRE ASSEMBLIES HAVING ATHREE-FOURTHS HOUR FIRE PROTECTION RATING.(3) A PORTION OF A ONE-HOUR FIRE-RESISTIVECORRIDOR (COMPLYING WITH LOCAL REQUIREMENTSFOR FIRE-RESISTIVE CONSTRUCTION AND FOROPENINGS) LOCATED IMMEDIATELY ADJACENT TO ANEXIT ENCLOSURE.(4) A VESTIBULE LOCATED IMMEDIATELY ADJACENT TOAN EXIT ENCLOSURE AND CONSTRUCTED TO THE SAMEFIRE-RESISTIVE STANDARDS AS REQUIRED FORCORRIDORS AND OPENINGS.(5) A PORTION OF A STAIRWAY LANDING WITHIN AN EXITENCLOSURE WHICH IS VENTED TO THE EXTERIOR ANDIS SEPARATED FROM THE INTERIOR OF THE BUILDINGWITH NOT LESS THAN ONE-HOUR FIRE-RESISTIVEDOORS.(6) WHEN APPROVED BY THE APPROPRIATE LOCALAUTHORITY, AN AREA OR A ROOM WHICH IS SEPARATEDFROM OTHER PORTIONS OF THE BUILDING BY A SMOKEBARRIER. SMOKE BARRIERS SHALL HAVE AFIRE-RESIS-TIVE RATING OF NOT LESS THAN ONE HOURAND SHALL COMPLETELY ENCLOSE THE AREA OR ROOM.DOORS IN THE SMOKE BARRIER SHALL BETIGHT-FITTING SMOKE- AND DRAFT-CONTROLASSEMBLIES HAVING A FIRE-PROTECTION RATING OFNOT LESS THAN 20 MINUTES AND SHALL BESELF-CLOSING OR AUTOMATIC CLOSING. THE AREA ORROOM SHALL BE PROVIDED WITH AN EXIT DIRECTLY TOAN EXIT ENCLOSURE. WHERE THE ROOM OR AREAEXITS INTO AN EXIT ENCLOSURE WHICH IS REQUIREDTO BE OF MORE THAN ONE-HOUR FIRE-RESISTIVECONSTRUCTION, THE ROOM OR AREA SHALL HAVE THESAME FIRE-RESISTIVE CONSTRUCTION, INCLUDING THESAME OPENING PROTECTION, AS REQUIRED FOR THEADJACENT EXIT ENCLOSURE.(7) AN ELEVATOR LOBBY WHEN ELEVATOR SHAFTS ANDADJACENT LOBBIES ARE PRESSURIZED AS REQUIREDFOR SMOKEPROOF ENCLOSURES BY LOCALREGULATIONS AND WHEN COMPLYING WITHREQUIREMENTS HEREIN FOR SIZE, COMMUNICATION,AND SIGNAGE. SUCH PRESSURIZATION SYSTEM SHALLBE ACTIVATED BY SMOKE DETECTORS ON EACH FLOORLOCATED IN A MANNER APPROVED BY THEAPPROPRIATE LOCAL AUTHORITY. PRESSURIZATIONEQUIPMENT AND ITS DUCT WORK WITHIN THE BUILDINGSHALL BE SEPARATED FROM OTHER PORTIONS OF THEBUILDING BY A MINIMUM TWO-HOUR FIRE-RESISTIVECONSTRUCTION.

4.3.11.2 SIZE.EACH AREA OF RESCUE ASSISTANCE SHALL PROVIDE ATLEAST TWO ACCESSIBLE AREAS EACH BEING NOT LESSTHAN 30 INCHES BY 48 INCHES (760 MM BY 1220 MM).THE AREA OF RESCUE ASSISTANCE SHALL NOTENCROACH ON ANY REQUIRED EXIT WIDTH. THE TOTALNUMBER OF SUCH 30-INCH BY 48-INCH (760 MM BY 1220MM) AREAS PER STORY SHALL BE NOT LESS THAN ONEFOR EVERY 200 PERSONS OF CALCULATED OCCUPANTLOAD SERVED BY THE AREA OF RESCUE ASSISTANCE.EXCEPTION: THE APPROPRIATE LOCAL AUTHORITY MAYREDUCE THE MINIMUM NUMBER OF 30-INCH BY 48-INCH(760 MM BY 1220 MM) AREAS TO ONE FOR EACH AREA OFRESCUE ASSISTANCE ON FLOORS WHERE THEOCCUPANT LOAD IS LESS THAN 200.

4.3.11.3* STAIRWAY WIDTH.EACH STAIRWAY ADJACENT TO AN AREA OF RESCUEASSISTANCE SHALL HAVE A MINIMUM CLEAR WIDTH OF48 INCHES BETWEEN HANDRAILS.

4.3.11.4* TWO-WAY COMMUNICATION. A METHOD OFTWO-WAY COMMUNICATION, WITH BOTH VISIBLE ANDAUDIBLE SIGNALS, SHALL BE PROVIDED BETWEEN EACHAREA OF RESCUE ASSISTANCE AND THE PRIMARYENTRY. THE FIRE DEPARTMENT OR APPROPRIATELOCAL AUTHORITY MAY APPROVE A LOCATION OTHERTHAN THE PRIMARY ENTRY.

4.3.11.5 IDENTIFICATION. EACH AREA OF RESCUE ASSISTANCE SHALL BEIDENTIFIED BY A SIGN WHICH STATES "AREA OF RESCUEASSISTANCE" AND DISPLAYS THE INTERNATIONALSYMBOL OF ACCESSIBILITY. THE SIGN SHALL BEILLUMINATED WHEN EXIT SIGN ILLUMINATION ISREQUIRED. SIGNAGE SHALL ALSO BE INSTALLED AT ALLINACCESSIBLE EXITS AND WHERE OTHERWISENECESSARY TO CLEARLY INDICATE THE DIRECTION TOAREAS OF RESCUE ASSISTANCE. IN EACH AREA OFRESCUE ASSISTANCE, INSTRUCTIONS ON THE USE OFTHE AREA UNDER EMERGENCY CONDITIONS SHALL BEPOSTED ADJOINING THE TWO-WAY COMMUNICATIONSYSTEM.

ADA CLEARENCE

4.3.1* GENERAL. ALL WALKS, HALLS, CORRIDORS,AISLES, SKYWALKS, TUNNELS, AND OTHER SPACESTHAT ARE PART OF AN ACCESSIBLE ROUTE SHALLCOMPLY WITH 4.3.

4.3.2 LOCATION.(1) AT LEAST ONE ACCESSIBLE ROUTE WITHIN THEBOUNDARY OF THE SITE SHALL BE PROVIDED FROMPUBLIC TRANSPORTATION STOPS, ACCESSIBLEPARKING, AND ACCESSIBLE PASSENGER LOADINGZONES, AND PUBLIC STREETS OR SIDEWALKS TO THEACCESSIBLE BUILDING ENTRANCE THEY SERVE. THEACCESSIBLE ROUTE SHALL, TO THE MAXIMUM EXTENTFEASIBLE, COINCIDE WITH THE ROUTE FOR THEGENERAL PUBLIC.(2) AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECTACCESSIBLE BUILDINGS, FACILITIES, ELEMENTS, ANDSPACES THAT ARE ON THE SAME SITE.(3) AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECTACCESSIBLE BUILDING OR FACILITY ENTRANCES WITHALL ACCESSIBLE SPACES AND ELEMENTS AND WITH ALLACCESSIBLE DWELLING UNITS WITHIN THE BUILDING ORFACILITY.(4) AN ACCESSIBLE ROUTE SHALL CONNECT AT LEASTONE ACCESSIBLE ENTRANCE OF EACH ACCESSIBLEDWELLING UNIT WITH THOSE EXTERIOR AND INTERIORSPACES AND FACILITIES THAT SERVE THE ACCESSIBLEDWELLING UNIT.

4.3.3 WIDTH.THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTESHALL BE 36 IN (915 MM) EXCEPT AT DOORS (SEE 4.13.5AND 4.13.6). IF A PERSON IN A WHEELCHAIR MUST MAKEA TURN AROUND AN OBSTRUCTION, THE MINIMUMCLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE ASSHOWN IN FIG. 7(A) AND (B).

4.3.4 PASSING SPACE. IF AN ACCESSIBLE ROUTE HASLESS THAN 60 IN (1525 MM) CLEAR WIDTH, THENPASSING SPACES AT LEAST 60 IN BY 60 IN (1525 MM BY1525 MM) SHALL BE LOCATED AT REASONABLEINTERVALS NOT TO EXCEED 200 FT (61 M). AT-INTERSECTION OF TWO CORRIDORS OR WALKS IS ANACCEPTABLE PASSING PLACE.

4.3.5 HEAD ROOM.ACCESSIBLE ROUTES SHALL COMPLY WITH 4.4.2.

4.3.6 SURFACE TEXTURES. THE SURFACE OF AN ACCESSIBLE ROUTE SHALL COMPLYWITH 4.5.16

4.3.7 SLOPE.AN ACCESSIBLE ROUTE WITH A RUNNING SLOPEGREATER THAN 1:20 IS A RAMP AND SHALL COMPLYWITH 4.8. NOWHERE SHALL THE CROSS SLOPE OF ANACCESSIBLE ROUTE EXCEED 1:50.

4.3.8 CHANGES IN LEVELS.CHANGES IN LEVELS ALONG AN ACCESSIBLE ROUTESHALL COMPLY WITH 4.5.2. IF AN ACCESSIBLE ROUTEHAS CHANGES IN LEVEL GREATER THAN 1/2 IN (13 MM),THEN A CURB RAMP, RAMP, ELEVATOR, OR PLATFORMLIFT (AS PERMITTED IN 4.1.3 AND 4.1.6) SHALL BEPROVIDED THAT COMPLIES WITH 4.7, 4.8, 4.10, OR 4.11,RESPECTIVELY. AN ACCESSIBLE ROUTE DOES NOTINCLUDE STAIRS, STEPS, OR ESCALATORS. SEEDEFINITION OF "EGRESS, MEANS OF" IN 3.5.

4.3.9 DOORS.DOORS ALONG AN ACCESSIBLE ROUTE SHALL COMPLYWITH 4.13.

4.3.10* EGRESS.ACCESSIBLE ROUTES SERVING ANY ACCESSIBLE SPACEOR ELEMENT SHALL ALSO SERVE AS A MEANS OFEGRESS FOR EMERGENCIES OR CONNECT TO ANACCESSIBLE AREA OF RESCUE ASSISTANCE.

4.3.11 AREAS OF RESCUE ASSISTANCE.

ADA CLEARENCES

4.13.1 GENERAL.DOORS REQUIRED TO BE ACCESSIBLE BY 4.1 SHALLCOMPLY WITH THE REQUIREMENTS OF 4.13.

4.13.2 REVOLVING DOORS AND TURNSTILES.REVOLVING DOORS OR TURNSTILES SHALL NOT BETHE ONLY MEANS OF PASSAGE AT AN ACCESSIBLEENTRANCE OR ALONG AN ACCESSIBLE ROUTE. ANACCESSIBLE GATE OR DOOR SHALL BE PROVIDEDADJACENT TO THE TURNSTILE OR REVOLVING DOORAND SHALL BE SO DESIGNED AS TO FACILITATE THESAME USE PATTERN.

4.13.3 GATES.GATES, INCLUDING TICKET GATES, SHALL MEET ALLAPPLICABLE SPECIFICATIONS OF 4.13.

4.13.4 DOUBLE-LEAF DOORWAYS.IF DOORWAYSHAVE TWO INDEPENDENTLY OPERATEDDOOR LEAVES,THEN AT LEAST ONE LEAF SHALL MEETTHE SPECIFICATIONSIN 4.13.5 AND 4.13.6. THAT LEAFSHALL BE ANACTIVE LEAF.

4.13.5 CLEAR WIDTH.DOORWAYS SHALL HAVE AMINIMUM CLEAR OPENINGOF 32 IN (815 MM) WITHTHE DOOR OPEN 90DEGREES, MEASURED BETWEENTHE FACE OF THEDOOR AND THE OPPOSITE STOP. OPENINGS MORETHAN24 IN (610 MM) IN DEPTH SHALL COMPLYWITH4.2.1 AND 4.3.3. EXCEPTION: DOORS NOTREQUIRING FULL USER PASSAGE, SUCH AS SHALLOWCLOSETS, MAY HAVE THE CLEAR OPENING REDUCEDTO 20 IN (510 MM) MINIMUM.

4.13.6 MANEUVERING CLEARANCES AT DOORS.MINIMUM MANEUVERING CLEARANCES AT DOORSTHAT ARE NOT AUTOMATIC OR POWER-ASSISTEDSHALL BE AS SHOWN IN FIG. 25. THE FLOOR ORGROUND AREA WITHIN THE REQUIRED CLEARANCESSHALL BE LEVEL AND CLEAR. EXCEPTION: ENTRYDOORS TO ACUTE CARE HOSPITAL BEDROOMS FORIN-PATIENTS SHALL BE EXEMPTED FROM THEREQUIREMENT FOR SPACE AT THE LATCH SIDE OFTHE DOOR IF THE DOOR IS AT LEAST 44 IN (1120 MM)WIDE.

4.13.7 TWO DOORS IN SERIES.THE MINIMUMSPACE BETWEEN TWO HINGED ORPIVOTED DOORS INSERIES SHALL BE 48 IN (1220 MM)PLUS THE WIDTHOF ANY DOOR SWINGING INTO THESPACE. DOORS IN SERIES SHALL SWING EITHER INTHE SAME DIRECTION OR AWAY FROM THE SPACEBETWEEN THE DOORS.

4.13.8* THRESHOLDS AT DOORWAYS.THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4IN (19 MM) IN HEIGHT FOR EXTERIOR SLIDING DOORSOR 1/2 IN (13 MM) FOR OTHER TYPES OF DOORS.RAISED THRESHOLDS AND FLOOR LEVEL CHANGES ATACCESSIBLE DOORWAYS SHALL BE BEVELED WITH ASLOPE NO GREATER THAN 1:2.

4.13.9* DOOR HARDWARE.HANDLES, PULLS,LATCHES, LOCKS, AND OTHEROPERATING DEVICES ON ACCESSIBLE DOORS SHALLHAVE A SHAPE THAT IS EASY TO GRASP WITH ONEHAND AND DOES NOT REQUIRE TIGHT GRASPING,TIGHT PINCHING, ORTWISTING OF THE WRIST TOOPERATE. LEVER-OPERATEDMECHANISMS,PUSH-TYPE MECHANISMS, AND U-SHAPED HANDLESARE ACCEPTABLE DESIGNS. WHEN SLIDING DOORSARE FULLY OPEN, OPERATING HARDWARE SHALL BEEXPOSED AND USABLE FROM BOTH SIDES.HARDWARE REQUIRED FOR ACCESSIBLE DOORPASSAGE SHALL BE MOUNTED NO HIGHER THAN 48 IN(1220 MM) ABOVE FINISHED FLOOR.

4.13.10* DOOR CLOSERS.IF A DOOR HAS A CLOSER,THEN THE SWEEP PERIODOF THE CLOSER SHALL BEADJUSTED SO THAT FROMAN OPEN POSITION OF 70DEGREES, THE DOORWILLTAKE AT LEAST 3 SECONDS TO MOVE TO A POINT3 IN (75 MM) FROM THE LATCH, MEASURED TO THELEADING EDGE OF THE DOOR.

4.13.11* DOOR OPENING FORCE.THE MAXIMUMFORCE FOR PUSHING OR PULLINGOPEN A DOOR SHALL BE AS FOLLOWS:(1) FIRE DOORS SHALL HAVE THE MINIMUM OPENINGFORCE ALLOWABLE BY THE APPROPRIATEADMINISTRATIVE AUTHORITY.(2) OTHER DOORS. (A) EXTERIOR HINGED DOORS: (RESERVED). (B) INTERIOR HINGED DOORS: 5 LBF (22.2N) (C) SLIDING OR FOLDING DOORS: 5 LBF (22.2N) THESEFORCES DO NOT APPLY TO THE FORCE REQUIRED TORETRACT LATCH BOLTS OR DISENGAGE OTHERDEVICES THAT MAY HOLD THE DOOR IN A CLOSEDPOSITION.

4.13.12* AUTOMATIC DOORS AND POWER-ASSISTEDDOORS.IF AN AUTOMATIC DOOR IS USED, THEN IT SHALLCOMPLY WITH ANSI/BHMA A156.10-1985. SLOWLYOPENING, LOW-POWERED, AUTOMATIC DOORS SHALLCOMPLY WITH ANSI A156.19-1984. SUCH DOORS SHALLNOT OPEN TO BACK CHECK FASTER THAN 3 SECONDSAND SHALL REQUIRE NO MORE THAN 15 FOOTPOUNDS (66.6N) TO STOP DOOR MOVEMENT. IF APOWER-ASSISTED DOOR IS USED, ITSDOOR-OPENING FORCE SHALL COMPLY WITH 4.13.11AND ITS CLOSING SHALL CONFORM TO THEREQUIREMENTS IN ANSI A156.19-1984.

HANRAIL REQUIREMENTS

4.26.1* GENERAL.ALL HANDRAILS, GRAB BARS, AND TUB AND SHOWERSEATS REQUIRED TO BE ACCESSIBLE BY 4.1, 4.8, 4.9,4.16, 4.17, 4.20 OR 4.21 SHALL COMPLY WITH 4.26.

4.26.2* SIZE AND SPACING OF GRAB BARS ANDHANDRAILS.THE DIAMETER OR WIDTH OF THE GRIPPINGSURFACES OF A HANDRAIL OR GRAB BAR SHALL BE1-1/4 IN TO 1-1/2 IN (32 MM TO 38 MM), OR THE SHAPESHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE.IF HANDRAILS OR GRAB BARS ARE MOUNTEDADJACENT TO A WALL, THE SPACE BETWEEN THE WALLAND THE GRAB BAR SHALL BE 1-1/2 IN (38 MM) (SEEFIG. 39(A), (B), (C), AND (E)). HANDRAILS MAY BELOCATED IN A RECESS IF THE RECESS IS A MAXIMUMOF 3 IN (75 MM) DEEP AND EXTENDS AT LEAST 18 IN(455 MM) ABOVE THE TOP OF THE RAIL (SEE FIG. 39(D)).

4.26.3 STRUCTURAL STRENGTH.THE STRUCTURAL STRENGTH OF GRAB BARS, TUB ANDSHOWER SEATS, FASTENERS, AND MOUNTING DEVICESSHALL MEET THE FOLLOWING SPECIFICATION:(1) BENDING STRESS IN A GRAB-BAR OR SEAT INDUCEDBY THE MAXIMUM BENDING MOMENT FROM THEAPPLICATION OF 250 POUNDS PER FOOT (1112N) SHALLBE LESS THAN THE ALLOWABLE STRESS FOR THEMATERIAL OF THE GRAB BAR OR SEAT.(2) SHEAR STRESS INDUCED IN A GRAB-BAR OR SEATBY THE APPLICATION OF 250 POUNDS PER FOOT(1112N) SHALL BE LESS THAN THE ALLOWABLE SHEARSTRESS FOR THE MATERIAL OF THE GRAB BAR ORSEAT. IF THE CONNECTION BETWEEN THE GRAB BAROR SEAT AND ITS MOUNTING BRACKET OR OTHERSUPPORT IS CONSIDERED TO BE FULLY RESTRAINED,THEN DIRECT AND TORSIONAL SHEAR STRESSESSHALL BE TOTALED FOR THE COMBINED SHEARSTRESS, WHICH SHALL NOT EXCEED THE ALLOWABLESHEAR STRESS.(3) SHEAR FORCE INDUCED IN A FASTENER ORMOUNTING DEVICE FROM THE APPLICATION OF 250POUNDS PER FOOT (1112N) SHALL BE LESS THAN THEALLOWABLE LATERAL LOAD OF EITHER THE FASTENEROR MOUNTING DEVICE OR THE SUPPORTINGSTRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLELOAD.(4) TENSILE FORCE INDUCED IN A FASTENER BY ADIRECT TENSION FORCE OF 250 POUNDS PER FOOT(1112N) PLUS THE MAXIMUM MOMENT FROM THEAPPLICATION OF 250 POUNDS PER FOOT (1112N) SHALLBE LESS THAN THE ALLOWABLE WITHDRAWAL LOADBETWEEN THE FASTENER AND THE SUPPORTINGSTRUCTURE. (5) GRAB BARS SHALL NOT ROTATEWITHIN THEIR FITTINGS.

4.26.4 ELIMINATING HAZARDS.A HANDRAIL OR GRAB BAR AND ANY WALL OR OTHERSURFACE ADJACENT TO IT SHALL BE FREE OF ANYSHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE AMINIMUM RADIUS OF 1/8 IN (3.2 MM).

NTS1

ADA GENERAL

NTS2

ADA HANDRAILNTS

3ADA CLEARENCE

NTS4

ADA 2

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



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G-003.00

GENERAL ADA NOTES

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

3 61

JR

ML

1357

108642

80'' MIN

51

'' M

IN.

68'' MIN

54

'' M

IN

51

'' M

IN.

54

'' M

IN

3' MIN

(A)

(B)FIG. 22

MINIMUM DIMENSIONS OFELEVATOR CARS

6'.

5'.

5'' A2'-5

''B

3'-6

''. NOTE: THE AUTOMATIC DOOR

REOPENING DEVICE ISACTIVATED IF AN OBJECTPASSES THROUGH EITHERLINE A OR LINE B. LINE A ANDLINE B REPRESENT THEVERTICAL LOCATIONS OF THEDOOR REOPENING DEVICENOT REQUIRING CONTACT.

FIG. 20HOISTWAY AND ELEVATORENTRANCES

3/4'' BUTTON DIAMETER

95/8'' NUMERAL HEIGHT

MAIN ENTRYFLOOR

DOOR OPEN

EMERGENCY ALARM

OCTAGON SYMBOLSHALL BE RAISEDBUT 'X' IS NOT

DOOR CLOSED

(A)PANELDETAIL

35

'' M

IN

54

'' M

AX

(B)CAR CONTROL HEIGHT (C)

ALTERNATE LOCATIONS OFPANEL WITH CENTER

OPENING DOOR

(D)ALTERNATE LOCATIONS OFPANEL WITH SIDE OPENING

DOOR

FIG. 23CAR CONTROLS

2' - 2" 2' - 6" 2' - 6" 2' - 6" 3' - 0"

12' - 8"

1' -

0"

3' - 0"2' - 6"2' - 6"2' - 6"1' - 0"0' - 7"

1' -

3"

1' -

3"

1' -

2"

0' -

4"

2' -

8"

1' -

6"

2' -

6"

3' .

7' .

8' .

12' - 1"

MICROWAVE

H.C. SINKCABINET

REF/ FRZR

9'' .

1' - 7"

8''.

28

''.

34

''.

6'' .

2' - 0"

1'-9''.

0' - 1"

1' -

0 1

/2"

0' -

1 1

/2"

3' -

0"

1' - 0"

3' -

1 1

/2"

0' -

10

1/2

"3

' - 0

"

7'' .

2'-6''.

3'- 6''.

2' - 6" 2' - 6"

3'.

1' - 7" 1' - 7" 3'.

4'.

2' -

6"

2' -

6"

1' -

7"

4' -

0"

60'' MIN.

60'' MIN.72'' MIN

34

''.

27

''.

30

''.4

2''

MIN

34

''.

4''

MIN

TO

30''

MA

X

27

''.

48'' MIN

ADJACENT HAZARD6'' HIGH WARNINGCURBS WHEN A4'' (OR MORE ) DROP OCCURS

HORIZ. RAILING REQ'D.WHERE INTERM. RAILSW/ MAX OF 4'' CLEARSPACE BETWEEN RAILSARE NOT REQUIRED TYPICAL

HANDRAIL AT RAMPS

ADJACENT HAZARD

GUARD RAILAND CURB

WHEN DOOR SWINGSONTO LANDING 42'' MIN PLUSDOOR WIDTH

AS REQUIRED

360'' INTERVAL MAXVARIES

360'' INTERVAL MAX.VARIES

.

30'' MAXRISE (TYP.)

36'' MIN. CLR

48'' MIN. CLR

36'' MIN. CLR.

48'' MIN. CLR

CURB(TYP.)STREET(TYP.)

POLE

SIDEWALK SIDEWALK

1/4''.

3/4''.

1/4

''.

48'' MIN

.

48'' MIN

48'' MIN 60''.

48

'' M

IN

48'' MIN

6' M

IN.

5' M

AX

.

24'' MIN OFSTRAIGHT CURB

TYPICAL DETETECTABLEWARNING TILES @CURB RAMPS - SEE TYPICALACCESSIBILITYNOTES SHEETFOR MORE INFO

LINE OF CURB AS OCCURS

LINE OF FRONTOF REQ'DPARKING SPACE

1:10 MAX.SLOPE(TYPICAL)

LINE OF OBSTRUCTIONOR EDGE OF WALKAREA AS OCCURS, TYP.

12'' TYP

1:12 SLOPEMAX. TYP.

TYPICAL DETECTABLEWARNING GROOVEDBORDER- SEE TYPICALACCESSIBILITY NOTESSHEET FOR ADDITIONALINFORMATION

DEPRESS CURB1'', AS REQ.

---

-Sim

72'' MINVARIES (TYP.)

360'' INTERVAL MAX

60'' MIN

72'' MIN

VARIES (TYP.)

360'' INTERVAL MAX.

60'' MIN

VARIES

360'' INTERVAL MAX

60'' MIN.

INTERMEDIATEPLATFORM

30'' MAX.TISE (TYP

60'' MINLANDING

WHEN DOORSWINGS ONTOLANDING 42''MIN. PLUSDOOR WIDTH

60'' MIN

60'' MIN

30'' MAX.TISE (TYPAS

REQUIRED

INTERMEDIATETURNING POSITION

AS REQUIRED

72'' MIN

72'' MIN

RAMP WITH TURNING PLATFORM

RAMP WITH INTERMEDIATESWITCH- BACK PLATFORM

STRAIGHT RAMP RUN

60'' MIN

ELEVATOR REQUIREMENTS

4.10.12* CAR CONTROLS.ELEVATOR CONTROL PANELS SHALL HAVE THEFOLLOWING FEATURES:(1) BUTTONS. ALL CONTROL BUTTONS SHALL BE ATLEAST 3/4 IN (19 MM) IN THEIR SMALLEST DIMENSION.THEY SHALL BE RAISED OR FLUSH.(2) TACTILE, BRAILLE, AND VISUAL CONTROLINDICATORS. ALL CONTROL BUTTONS SHALL BEDESIGNATED BY BRAILLE AND BY RAISED STANDARDALPHABET CHARACTERS FOR LETTERS, ARABICCHARACTERS FOR NUMERALS, OR STANDARDSYMBOLS AS SHOWN IN FIG. 23(A), AND AS REQUIRED INASME A17.1-1990. RAISED AND BRAILLE CHARACTERSAND SYMBOLS SHALL COMPLY WITH 4.30. THE CALLBUTTON FOR THE MAIN ENTRY FLOOR SHALL BEDESIGNATED BY A RAISED STAR AT THE LEFT OF THEFLOOR DESIGNATION (SEE FIG. 23(A)). ALL RAISEDDESIGNATIONS FOR CONTROL BUTTONS SHALL BEPLACED IMMEDIATELY TO THE LEFT OF THE BUTTON TOWHICH THEY APPLY. APPLIED PLATES, PERMANENTLYATTACHED, ARE AN ACCEPTABLE MEANS TO PROVIDERAISED CONTROL DESIGNATIONS. FLOOR BUTTONSSHALL BE PROVIDED WITH VISUAL INDICATORS TOSHOW WHEN EACH CALL IS REGISTERED. THE VISUALINDICATORS SHALL BE EXTINGUISHED WHEN EACHCALL IS ANSWERED.(3) HEIGHT. ALL FLOOR BUTTONS SHALL BE NO HIGHERTHAN 54 IN (1370 MM) ABOVE THE FINISH FLOOR FORSIDE APPROACH AND 48 IN (1220 MM) FOR FRONTAPPROACH. EMERGENCY CONTROLS, INCLUDING THEEMERGENCY ALARM AND EMERGENCY STOP, SHALL BEGROUPED AT THE BOTTOM OF THE PANEL AND SHALLHAVE THEIR CENTERLINES NO LESS THAN 35 IN (890MM) ABOVE THE FINISH FLOOR (SEE FIG. 23(A) AND (B)).(4) LOCATION. CONTROLS SHALL BE LOCATED ON AFRONT WALL IF CARS HAVE CENTER OPENING DOORS,AND AT THE SIDE WALL OR AT THE FRONT WALL NEXTTO THE DOOR IF CARS HAVE SIDE OPENING DOORS(SEE FIG. 23(C) AND (D)).

4.10.13* CAR POSITION INDICATORS.IN ELEVATOR CARS, A VISUAL CAR POSITION INDICATORSHALL BE PROVIDED ABOVE THE CAR CONTROL PANELOR OVER THE DOOR TO SHOW THE POSITION OF THEELEVATOR IN THE HOISTWAY. AS THE CAR PASSES ORSTOPS AT A FLOOR SERVED BY THE ELEVATORS, THECORRESPONDING NUMERALS SHALL ILLUMINATE, ANDAN AUDIBLE SIGNAL SHALL SOUND. NUMERALS SHALLBE A MINIMUM OF 1/2 IN (13 MM) HIGH. THE AUDIBLESIGNAL SHALL BE NO LESS THAN 20 DECIBELS WITH AFREQUENCY NO HIGHER THAN 1500 HZ. AN AUTOMATICVERBAL ANNOUNCEMENT OF THE FLOOR NUMBER ATWHICH A CAR STOPS OR WHICH A CAR PASSES MAY BESUBSTITUTED FOR THE AUDIBLE SIGNAL.

4.10.14* EMERGENCY COMMUNICATIONS.IF PROVIDED, EMERGENCY TWO-WAY COMMUNICATIONSYSTEMS BETWEEN THE ELEVATOR AND A POINTOUTSIDE THE HOISTWAY SHALL COMPLY WITH ASMEA17.1-1990. THE HIGHEST OPERABLE PART OF ATWO-WAY COMMUNICATION SYSTEM SHALL BE AMAXIMUM OF 48 IN (1220 MM) FROM THE FLOOR OF THECAR. IT SHALL BE IDENTIFIED BY A RAISED SYMBOL ANDLETTERING COMPLYING WITH 4.30 AND LOCATEDADJACENT TO THE DEVICE. IF THE SYSTEM USES AHANDSET THEN THE LENGTH OF THE CORD FROM THEPANEL TO THE HANDSET SHALL BE AT LEAST 29 IN (735MM). IF THE SYSTEM IS LOCATED IN A CLOSEDCOMPARTMENT THE COMPARTMENT DOOR HARDWARESHALL CONFORM TO 4.27, CONTROLS AND OPERATINGMECHANISMS. THE EMERGENCYINTERCOMMUNICATION SYSTEM

ELEVATOR REQUIREMENTS

4.10.1 GENERAL.ACCESSIBLE ELEVATORS SHALL BE ON AN ACCESSIBLEROUTE AND SHALL COMPLY WITH 4.10 AND WITH THEASME A17.1-1990, SAFETY CODE FOR ELEVATORS ANDESCALATORS. FREIGHT ELEVATORS SHALL NOT BECONSIDERED AS MEETING THE REQUIREMENTS OFTHIS SECTION UNLESS THE ONLY ELEVATORSPROVIDED ARE USED AS COMBINATION PASSENGERAND FREIGHT ELEVATORS FOR THE PUBLIC ANDEMPLOYEES.

4.10.2 AUTOMATIC OPERATION.ELEVATOR OPERATION SHALL BE AUTOMATIC. EACHCAR SHALL BE EQUIPPED WITH A SELF-LEVELINGFEATURE THAT WILL AUTOMATICALLY BRING THE CARTO FLOOR LANDINGS WITHIN A TOLERANCE OF 1/2 IN(13 MM) UNDER RATED LOADING TO ZERO LOADINGCONDITIONS. THIS SELF-LEVELING FEATURE SHALL BEAUTOMATIC AND INDEPENDENT OF THE OPERATINGDEVICE AND SHALL CORRECT THE OVERTRAVEL ORUNDERTRAVEL.

4.10.3 HALL CALL BUTTONS.CALL BUTTONS IN ELEVATOR LOBBIES AND HALLSSHALL BE CENTERED AT 42 IN (1065 MM) ABOVE THEFLOOR. SUCH CALL BUTTONS SHALL HAVE VISUALSIGNALS TO INDICATE WHEN EACH CALL ISREGISTERED AND WHEN EACH CALL IS ANSWERED.CALL BUTTONS SHALL BE A MINIMUM OF 3/4 IN (19 MM)IN THE SMALLEST DIMENSION. THE BUTTONDESIGNATING THE UP DIRECTION SHALL BE ON TOP.(SEE FIG. 20.) BUTTONS SHALL BE RAISED OR FLUSH.OBJECTS MOUNTED BENEATH HALL CALL BUTTONSSHALL NOT PROJECT INTO THE ELEVATOR LOBBY MORETHAN 4 IN (100 MM).

4.10.4 HALL LANTERNS. A VISIBLE AND AUDIBLE SIGNALSHALL BE PROVIDED AT EACH HOISTWAY ENTRANCETO INDICATE WHICH CAR IS ANSWERING A CALL.AUDIBLE SIGNALS SHALL SOUND ONCE FOR THE UPDIRECTION AND TWICE FOR THE DOWN DIRECTION ORSHALL HAVE VERBAL ANNUNCIATORS THAT SAY "UP"OR "DOWN." VISIBLE SIGNALS SHALL HAVE THEFOLLOWING FEATURES: (1) HALL LANTERN FIXTURESSHALL BE MOUNTED SO THAT THEIR CENTERLINE IS ATLEAST 72 IN (1830 MM) ABOVE THE LOBBY FLOOR. (SEEFIG. 20.) (2) VISUAL ELEMENTS SHALL BE AT LEAST 2-1/2IN (64 MM) IN THE SMALLEST DIMENSION. (3) SIGNALSSHALL BE VISIBLE FROM THE VICINITY OF THE HALLCALL BUTTON (SEE FIG. 20). IN-CAR LANTERNSLOCATED IN CARS, VISIBLE FROM THE VICINITY OFHALL CALL BUTTONS, AND CONFORMING TO THEABOVE REQUIREMENTS, SHALL BE ACCEPTABLE.

4.10.5 RAISED AND BRAILLE CHARACTERS ONHOISTWAY ENTRANCES.ALL ELEVATOR HOISTWAY ENTRANCES SHALL HAVERAISED AND BRAILLE FLOOR DESIGNATIONS PROVIDEDON BOTH JAMBS. THE CENTERLINE OF THECHARACTERS SHALL BE 60 IN (1525 MM) ABOVE FINISHFLOOR. SUCH CHARACTERS SHALL BE 2 IN (50 MM)HIGH AND SHALL COMPLY WITH 4.30.4. PERMANENTLYAPPLIED PLATES ARE ACCEPTABLE IF THEY AREPERMANENTLY FIXED TO THE JAMBS. (SEE FIG. 20).

4.10.6* DOOR PROTECTIVE AND REOPENING DEVICE. ELEVATOR DOORS SHALL OPEN AND CLOSEAUTOMATICALLY. THEY SHALL BE PROVIDED WITH AREOPENING DEVICE THAT WILL STOP AND REOPEN ACAR DOOR AND HOISTWAY DOOR AUTOMATICALLY IFTHE DOOR BECOMES OBSTRUCTED BY AN OBJECT ORPERSON. THE DEVICE SHALL BE CAPABLE OFCOMPLETING THESE OPERATIONS WITHOUTREQUIRING CONTACT FOR AN OBSTRUCTION PASSINGTHROUGH THE OPENING AT HEIGHTS OF 5 IN AND 29 IN(125 MM AND 735 MM) ABOVE FINISH FLOOR (SEE FIG.20). DOOR REOPENING DEVICES SHALL REMAINEFFECTIVE FOR AT LEAST 20 SECONDS. AFTER SUCHAN INTERVAL, DOORS MAY CLOSE IN ACCORDANCEWITH THE REQUIREMENTS OF ASME A17.1-1990.

4.10.7* DOOR AND SIGNAL TIMING FOR HALL CALLS.THE MINIMUM ACCEPTABLE TIME FROM NOTIFICATIONTHAT A CAR IS ANSWERING A CALL UNTIL THE DOORSOF THAT CAR START TO CLOSE SHALL BE CALCULATEDFROM THE FOLLOWING EQUATION: T = D/(1.5 FT/S) OR T= D/(445 MM/S) WHERE T TOTAL TIME IN SECONDS ANDD DISTANCE (IN FEET OR MILLIMETERS) FROM A POINTIN THE LOBBY OR CORRIDOR 60 IN (1525 MM) DIRECTLYIN FRONT OF THE FARTHEST CALL BUTTONCONTROLLING THAT CAR TO THE CENTERLINE OF ITSHOISTWAY DOOR (SEE FIG. 21). FOR CARS WITH IN-CARLANTERNS, T BEGINS WHEN THE LANTERN IS VISIBLEFROM THE VICINITY OF HALL CALL BUTTONS AND ANAUDIBLE SIGNAL IS SOUNDED. THE MINIMUMACCEPTABLE NOTIFICATION TIME SHALL BE 5SECONDS.

4.10.8 DOOR DELAY FOR CAR CALLS.THE MINIMUM TIME FOR ELEVATOR DOORS TO REMAINFULLY OPEN IN RESPONSE TO A CAR CALL SHALL BE 3SECONDS.

4.10.9 FLOOR PLAN OF ELEVATOR CARS.THE FLOOR AREA OF ELEVATOR CARS SHALL PROVIDESPACE FOR WHEELCHAIR USERS TO ENTER THE CAR,MANEUVER WITHIN REACH OF CONTROLS, AND EXITFROM THE CAR. ACCEPTABLE DOOR OPENING ANDINSIDE DIMENSIONS SHALL BE AS SHOWN IN FIG. 22.THE CLEARANCE BETWEEN THE CAR PLATFORM SILLAND THE EDGE OF ANY HOISTWAY LANDING SHALL BENO GREATER THAN 1-1/4 IN (32 MM).

4.10.10 FLOOR SURFACES.FLOOR SURFACES SHALL COMPLY WITH 4.5.

4.10.11 ILLUMINATION LEVELS.THE LEVEL OF ILLUMINATION AT THE CAR CONTROLS,PLATFORM, AND CAR THRESHOLD AND LANDING SILLSHALL BE AT LEAST 5FOOTCANDLES (53.8 LUX). 1/8" = 1'-0"

1ADA ELEVATOR REQUIREMENTS

1/2" = 1'-0"2

ADA PANTRY REQUIREMENTS

PANTRY REQUIREMENTS

4.24.1 GENERAL.SINKS REQUIRED TO BE ACCESSIBLE BY 4.1 SHALLCOMPLY WITH 4.24.

4.24.2 HEIGHT.SINKS SHALL BE MOUNTED WITH THE COUNTER OR RIMNO HIGHER THAN 34 IN (865MM) ABOVE THE FINISHFLOOR.

4.24.3 KNEE CLEARANCE.KNEE CLEARANCE THAT IS AT LEAST 27 IN (685 MM) HIGH,30 IN (760 MM) WIDE, AND 19 IN (485 MM) DEEP SHALL BEPROVIDED UNDERNEATH SINKS.

4.24.4 DEPTH.EACH SINK SHALL BE A MAXIMUM OF 6-1/2 IN (165 MM)DEEP.

4.24.5 CLEAR FLOOR SPACE.A CLEAR FLOOR SPACE AT LEAST 30 IN BY 48 IN (760 MMBY 1220 MM) COMPLYING WITH 4.2.4 SHALL BE PROVIDEDIN FRONT OF A SINK TO ALLOW FORWARD APPROACH.THE CLEAR FLOOR SPACE SHALL BE ON AN ACCESSIBLEROUTE AND SHALL EXTEND A MAXIMUM OF 19 IN (485 MM)UNDERNEATH THE SINK (SEE FIG. 32).

4.24.6 EXPOSED PIPES AND SURFACES.HOT WATER AND DRAIN PIPES EXPOSED UNDER SINKSSHALL BE INSULATED OR OTHERWISE CONFIGURED SOAS TO PROTECT AGAINST CONTACT. THERE SHALL BE NOSHARP OR ABRASIVE SURFACES UNDER SINKS.

4.24.7 FAUCETS.FAUCETS SHALL COMPLY WITH 4.27.4. LEVER-OPERATED,PUSH-TYPE, TOUCH-TYPE, OR ELECTRONICALLYCONTROLLED MECHANISMS ARE ACCEPTABLE DESIGNS.

BUILT IN SEATING REQUIREMENTS

4.32.1 MINIMUM NUMBER.FIXED OR BUILT-IN SEATING OR TABLES REQUIRED TO BEACCESSIBLE BY 4.1 SHALL COMPLY WITH 4.32.

4.32.2 SEATING. IF SEATING SPACES FOR PEOPLE INWHEELCHAIRS ARE PROVIDED AT FIXED TABLES ORCOUNTERS, CLEAR FLOOR SPACE COMPLYING WITH 4.2.4SHALL BE PROVIDED. SUCH CLEAR FLOOR SPACE SHALLNOT OVERLAP KNEE SPACE BY MORE THAN 19 IN(485MM) (SEE FIG. 45).

4.32.3 KNEE CLEARANCES. IF SEATING FOR PEOPLE INWHEELCHAIRS IS PROVIDED AT TABLES OR COUNTERS,KNEE SPACES AT LEAST 27 IN (685 MM) HIGH, 30 IN (760MM) WIDE, AND 19 IN (485 MM) DEEP SHALL BE PROVIDED(SEE FIG. 45).

4.32.4* HEIGHT OF TABLES OR COUNTERS. THE TOPS OFACCESSIBLE TABLES AND COUNTERS SHALL BE FROM 28IN TO 34 IN (710 MM TO 865 MM) ABOVE THE FINISHFLOOR OR GROUND.

1/4" = 1'-0"3

ADA BUILT IN SEATING REQUIREMENTS

RAMP REQUIREMENTS

4.8.1* GENERAL.ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPEGREATER THAN 1:20 SHALL BE CONSIDERED A RAMPAND SHALL COMPLY WITH 4.8.

4.8.2* SLOPE AND RISE. THE LEAST POSSIBLE SLOPESHALL BE USED FOR ANY RAMP. THE MAXIMUM SLOPEOF A RAMP IN NEW CONSTRUCTION SHALL BE 1:12. THEMAXIMUM RISE FOR ANY RUN SHALL BE 30 IN (760 MM)(SEE FIG. 16). CURB RAMPS AND RAMPS TO BECONSTRUCTED ON EXISTING SITES OR IN EXISTINGBUILDINGS OR FACILITIES MAY HAVE SLOPES ANDRISES AS ALLOWED IN 4.1.6(3)(A) IF SPACE LIMITATIONSPROHIBIT THE USE OF A 1:12 SLOPE OR LESS.

4.8.3 CLEAR WIDTH. THE MINIMUM CLEAR WIDTH OF ARAMP SHALL BE 36 IN (915 MM).

4.8.4* LANDINGS. RAMPS SHALL HAVE LEVEL LANDINGSAT BOTTOM AND TOP OF EACH RAMP AND EACH RAMPRUN. LANDINGS SHALL HAVE THE FOLLOWINGFEATURES:(1) THE LANDING SHALL BE AT LEAST AS WIDE AS THERAMP RUN LEADING TO IT.(2) THE LANDING LENGTH SHALL BE A MINIMUM OF 60 IN(1525 MM) CLEAR.(3) IF RAMPS CHANGE DIRECTION AT LANDINGS, THEMINIMUM LANDING SIZE SHALL BE 60 IN BY 60 IN (1525MM BY 1525 MM).(4) IF A DOORWAY IS LOCATED AT A LANDING, THEN THEAREA IN FRONT OF THE DOORWAY SHALL COMPLY WITH4.13.6.

4.8.5* HANDRAILS.IF A RAMP RUN HAS A RISE GREATER THAN 6 IN (150 MM)OR A HORIZONTAL PROJECTION GREATER THAN 72 IN(1830 MM), THEN IT SHALL HAVE HANDRAILS ON BOTHSIDES. HANDRAILS ARE NOT REQUIRED ON CURBRAMPS OR ADJACENT TO SEATING IN ASSEMBLY AREAS.HANDRAILS SHALL COMPLY WITH 4.26 AND SHALL HAVETHE FOLLOWING FEATURES:(1) HANDRAILS SHALL BE PROVIDED ALONG BOTH SIDESOF RAMP SEGMENTS. THE INSIDE HANDRAIL ONSWITCHBACK OR DOGLEG RAMPS SHALL ALWAYS BECONTINUOUS.(2) IF HANDRAILS ARE NOT CONTINUOUS, THEY SHALLEXTEND AT LEAST 12 IN (305 MM) BEYOND THE TOP ANDBOTTOM OF THE RAMP SEGMENT AND SHALL BEPARALLEL WITH THE FLOOR OR GROUND SURFACE (SEEFIG. 17).(3) THE CLEAR SPACE BETWEEN THE HANDRAIL ANDTHE WALL SHALL BE 1 - 1/2 IN (38 MM).(4) GRIPPING SURFACES SHALL BE CONTINUOUS.(5) TOP OF HANDRAIL GRIPPING SURFACES SHALL BEMOUNTED BETWEEN 34 IN AND 38 IN (865 MM AND965MM) ABOVE RAMP SURFACES.(6) ENDS OF HANDRAILS SHALL BE EITHER ROUNDEDOR RETURNED SMOOTHLY TO FLOOR, WALL, ORPOST.(7) HANDRAILS SHALL NOT ROTATE WITHIN THEIRFITTINGS.

4.8.6 CROSS SLOPE AND SURFACES. THE CROSS SLOPEOF RAMP SURFACES SHALL BE NO GREATER THAN1:50.RAMP SURFACES SHALL COMPLY WITH 4.5.

4.8.7 EDGE PROTECTION. RAMPS AND LANDINGS WITHDROP-OFFS SHALL HAVE CURBS, WALLS, RAILINGS, ORPROJECTING SURFACES THAT PREVENT PEOPLE FROMSLIPPING OFF THE RAMP. CURBS SHALL BE A MINIMUMOF 2 IN (50 MM) HIGH (SEE FIG. 17).

4.8.8 OUTDOOR CONDITIONS. OUTDOOR RAMPS ANDTHEIR APPROACHES SHALL BE DESIGNED SO THATWATER WILL NOT ACCUMULATE ON WALKINGSURFACES.

1/8" = 1'-0"4

ADA RAMP REQUIREMENTS

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



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G-004.00

GENERAL ADA NOTES

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

4 61

JR

ML

29

'' M

IN

34

'' M

AX

40

'' M

AX

17'' MIN

19'' MAX

LEVERVALVE

27

'' M

IN

9''

MA

X

0' - 6"8'' MIN

PROTECTED PIPING

MIRROR MIRROR

2'-1''.

17''.

6'' MAX 8'' MIN

H.C TILTMIRROR

FAUCET W/ WRISTBLADE HANDLES

8''.

0' -

7"

0' - 1"

0' -

1 1

/2"

17''.

MIRROR

CLEARFLOORSPACE

30

''.

48'' MIN

FIG. 31LAVATORY CLEARANCES SIDE ELEVATION PLAN

FIG. 32CLEAR FLOOR

SPACE ATLAVATORY

3'-4

''R

AIL

MO

UN

T T

YP

ICA

L

32

'' M

INIM

UM

3' M

INIM

UM

5'.

FA

CE

OF

FIN

ISH

6''.

1'.

2'.

1'- 6''.

FACE OF FINISH

5'.

TOILET

42

'' M

INIM

UM

3'-4

''R

AIL

MO

UN

T T

YP

ICA

L

5'

FA

CE

OF

FIN

ISH

8''.

4''.

32'' MINIMUM

TOILET

5'.

FACE OF FINISH0' - 6"

1'.

2' - 0"

1' - 6"

(A-1)STANDARD STALL (END OF ROOM)

(A)STANDARD STALL

42

'' M

INIM

UM

3'-4

''R

AIL

MO

UN

T T

YP

ICA

L

1'.

32'' MINIMUM

69

'' IF

FL

OO

R M

TD

66

'' IF

WA

LL

MT

D

1' - 6"

FACE OF FINISH

3' - 0"

TOILET

42

'' M

INIM

UM

3'-4

''R

AIL

MO

UN

T T

YP

ICA

L

1'.

32'' MINIMUM

1' - 6"

FACE OF FINISH

4' MIN

TOILET

3' - 6"1'.

4' - 6"

2' -

9''

to 3

'-0

''

2'-7

'' 1

5''

to 4

8''

17

'' to

19

''

15

''.

7'' to 9''

3' -0'' MAX

HT

.G

RA

BB

AR

HT

. O

F T

OIL

. T

ISS

UE

DIS

PE

NS

ER

(B)ALTERNATIVE STALL

TOILET SIDEELEVATION TOILET FRONT ELEVATION

REGULAR HEIGHTH/C HEIGHT

3' - 0" 0' - 6"

1'-6''.

HANDLE TO FACEACCESSIBLE SIDE

(C)REAR WALL OF STANDARD

STALL

1'- 5

'' M

AX

.

2'-0

''.

H/C

MT

G. H

EIG

HT

RE

GU

LA

RM

TG

.H

EIG

HT

URINAL SIDEELEVATION

URINAL FRONTELEVATION

CLEAR FLOOR SPACE

2' - 6"

1' -

5"

2'-0

''.

RE

GU

LA

R M

TG

. H

TR

EG

ULA

RM

TG

.H

EIG

HT

STANDARD URINALHEIGHT

2'-8

'' T

O 2

'-9

''

2'- 1

0''

MA

X

2'-5

'' M

IN.

2' -

3''

MIN

9''

MIN 6'' MAX

8'' MAX

3'-2

'' M

AX

1' - 5'' MIN

MIRROR

MT

G. H

T. M

IRR

OR

11'' MAX

RE

GU

LA

R

HA

ND

ICA

PP

ED

MT

G. H

TS

. S

INK

S

SINK SIDEELEVATION

3'-8

'' (S

OA

P D

ISP

.)

INSULATED TRAP AT H/C SINKS

MIRROR

2'-6'' MIN

3'-2''

(MIR

RO

R)

30'' WIDE X 48'' DEEPCLEAR FLOOR SPACEW/ MAX 19'' PROJECTINGUNDER THE SINK

SINK FRONTELEVATION

STANDARD SINKHEIGHT

54

'' M

AX

@ S

IDE

RE

AC

H (1

)

48

'' M

AX

@ F

OR

WA

RD

RE

AC

H (

2)

1'-3''

MIN

DIS

PE

NS

ER

OU

TLE

TS

VE

ND

ING

FIR

E

TH

ER

MO

ST

AT

SW

ITC

HE

S

(1)PARALLELAPPROACH

(2) FORWARDAPPROACH

STANDARD MISC. DEVICES HEIGHT

V.I.F (SEE NOTES A & B)

SEE CLEARANCE NOTES

18'' TYP

17

'' M

IN.

60'' DIA

METER

18'' MIN. 19

'' M

AX

.

24

'' M

IN

..

24'' PREFERRED

18'' MIN. CLEAR

32'' CLR.

36'' (MIN.)GRAB BAR

42'' GRAB BAR

48'' MIN. WHENFRONTENTRY DOOR OR60'' MINIMUMWHEN SIDEENTRY DOOR

CLEARANCE NOTES:

A. 28'' CLR. BETWEENLAVATORYAND EDGE OF WATERCLOSETTANK LID WHEN TANKWATERCLOSET OCCURSB. 28'' MIN. CLR. TOEDGE OFBOWL WHEN FLUSHVALVE WATER CLOSETOCCURS .(28'' MIN. CLR BETWEENLAVATORY TOFURTHEST PROTRUDINGEDGE OF WATERCLOSET, TYPICAL)

30'' X 48''MIN. CLR.FLR. SPACE

36'' MAXIMUM

24''.

12''.

TO

TO

P T

OIL

ET

SE

AT

17

'' T

O 1

9''

TO

T

ROLL PAPER HOLDERWITHOUT STOPS

33

''(3

6''

@ T

AN

K W

.C)

40

'' M

AX

IMU

M

1-1/2'' DIAMETER GRABBAR W/ PEENED FINISH &250 LBS. CAPACITY

TOILET SEATDISPENSER(WHEREOCCURS)

9''

MIN

27

'' M

IN.

29

'' M

IN

34

'' M

AX

.

40

'' M

AX

TO

RE

FLE

CT

IVE

SU

RF

AC

E

6'' MAX

8'' MAX

17'' MIN.

(A) PLAN(B)ELEVATIONS

(A)PROPORTIONS

INTERNATIONAL SYMBOLS OFACCESSIBILTY

(B)DISPLAY CONDITIONS

INTERNATIONAL SYMBOLS OF ACCESSIBILITY

5/8

''

.

RAISED

(C)INTERNATIONALTDD SYMBOLS

(D)INTERNATIONAL

SYMBOLS OF ACCESSFOR HEARING LOSS

RESTROOMSWOMEN

MEN

INTERNATIONALRESTROOM SYMBOLS

21'' MAX

54

'' M

AX

9''.

54

'' M

AX

COMPRESSED CARPET 1/4'' MAXBELOW THE THRESHOLD

1/2

'' M

AX

PIL

E H

EIG

HT

THRESHOLD

FIN. FLOOR LEVEL

(A) TRANSITION BETWEEN FLOOR FINISHES

(B) THRESHOLD

1/2

'' M

AX

1/4'' MAX

21

1/4

'' M

AX

(C) LEVEL CHANGES

1. 1/2'' MAXIMUM TOTAL HEIGHT WITH 1/4''MAXIMUMVERTICAL CHANGE AT EDGE.

2. 1:2 SLOPED BEVEL REQUIRED IF LEVELCHANGEIS OVER 1/4'' VERTICAL LEVEL CHANGE

3. 1/4'' MAXIMUM VERTICAL LEVEL CHANGE.

4' -

0"

4'-0''.

15

'' M

IN

30

''.

48''.

(A)HIGH FORWARD REACH LIMIT

X

Y

X

48''.

Z

48''.

30

''.

X

NOTE: X SHALLBELESS THAN 25 IN(635mm) Z SHALLBE MORE THAN XWHEN X IS 20 IN(510mm) THEN YSHALL BE 48 IN(1220mm)MAXIMUM . WHENX IS 20 TO 25 IN(510 TO 635mm)THEN Y SHALL BE44 IN (1120mm)MAXIMUM

54

''.

9'' .

48

''.

30''.

(A)CLEAR FLOOR SPACEPARALLEL APPROACH

(B)HIGH AND LOW SIDE

REACH LIMITS

30''.

24''.

46

''.

34

'' M

AX

.

(C)MAXIMUM SIDEREACH OVER

OBSTRUCTION

FIG.6SIDE REACH

(B)MAXIMUM FORWARD REACH OVER AN

CONSTRUCTION

34

'' T

YP

BOTTOM LANDING

TW+12'' .

1'-0'' MIN

TW = TREAD WIDTH

PROVIDE SECOND SET OF HANDRAILSAT 24' A.F.F WHEN CHILDREN ARE PRIMARY USERS.

12''.

VISUAL WARNING STRIPS SHALLBE 2'' MIN. WIDTH & INSTALLED1'' MAX. FROM EDGE OF THE TOPAND BOTTOM TREADS OFINTERIOR STAIRS, AND ON ALLTREADS OF EXTERIOR STAIRS

TOP LANDING

(A) STAIR SECTION34

'' T

YP

.TW

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

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C

1 2 3 4 5

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G-005.00

GENERAL ADA NOTES

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

5 61

JR

ML

NTS1

ADA TOILET REQUIREMENTS2

NTS2

ADA BATHROOM PLAN / ELEVATION2

NTS3

ADA SIGNAGE REQUIREMENTS2

NTS4

ADA STORAGE CLEARENCE REQUIREMENTS2

NTS5

ADA GROUND AND FLOOR REQUIREMENRTS2

NTS6

ADA REACH REQUIREMENTS2

NTS7

ADA STAIR REQUIREMENTS2

TOILET REQUIREMENTS

4.16.1 GENERAL.ACCESSIBLE WATER CLOSETS SHALL COMPLY WITH 4.16.

4.16.2 CLEAR FLOOR SPACE.CLEAR FLOOR SPACE FOR WATER CLOSETS NOT IN STALLS HALL COMPLYWITH FIG. 28. CLEAR FLOOR SPACE MAY BE ARRANGED TO ALLOW EITHERA LEFT-HANDED OR RIGHT-HANDED APPROACH.

4.16.3* HEIGHT.THE HEIGHT OF WATER CLOSETS SHALL BE 17 IN TO 19 IN (430 MM TO 485MM),MEASURED TO THE TOP OF THE TOILET SEAT . SEATS SHALL NOT BESPRUNG TO RETURN TO A LIFTED POSITION.

4.16.4* GRAB BARS.GRAB BARS FOR WATER CLOSETS NOT LOCATED IN STALLS SHALLCOMPLY WITH 4.26. THE GRAB BAR BEHIND THE WATER CLOSET SHALL BE36 IN (915 MM) MINIMUM.

4.16.5* FLUSH CONTROLS.FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND SHALLCOMPLY WITH 4.27.4. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTEDON THE WIDE SIDE OF TOILET AREAS NO MORE THAN 44 IN (1120 MM)ABOVE THE FLOOR.

4.16.6 DISPENSERS.TOILET PAPER DISPENSERS SHALL BE INSTALLED WITHIN REACH.DISPENSERS THAT CONTROL DELIVERY, OR THAT DO NOT PERMITCONTINUOUS PAPER FLOW, SHALL NOT BE USED.

4.17.1 LOCATION.ACCESSIBLE TOILET STALLS SHALL BE ON AN ACCESSIBLE ROUTE ANDSHALL MEET THE REQUIREMENTS OF 4.17.

4.17.2 WATER CLOSETS.WATER CLOSETS INACCESSIBLE STALLS SHALL COMPLY WITH 4.16.

4.17.3* SIZE AND ARRANGEMENT.THE SIZE AND ARRANGEMENT OF THE STANDARD TOILET STALL SHALLCOMPLY WITH FIG. 30(A), STANDARD STALL. STANDARD TOILET STALLSWITH A MINIMUM DEPTH OF 56 IN (1420 MM) SHALL HAVE WALL-MOUNTEDWATER CLOSETS. IF THE DEPTH OF A STANDARD TOILET STALL ISINCREASED AT LEAST 3 IN (75 MM), THEN A FLOOR-MOUNTED WATERCLOSET MAY BE USED. ARRANGEMENTS SHOWN FOR STANDARD TOILETSTALLS MAY BE REVERSED TO ALLOW EITHER A LEFT- OR RIGHT-HANDAPPROACH. ADDITIONAL STALLS SHALL BE PROVIDED IN CONFORMANCEWITH 4.22.4.EXCEPTION: IN INSTANCES OF ALTERATION WORK WHERE PROVISION OF ASTANDARD STALL (FIG. 30(A)) IS TECHNICALLY INFEASIBLE OR WHEREPLUMBING CODE REQUIREMENTS PREVENT COMBINING EXISTING STALLSTO PROVIDE SPACE, EITHER ALTERNATE STALL (FIG. 30(B)) MAY BEPROVIDED IN LIEU OF THE STANDARD STALL.

4.17.4 TOE CLEARANCES.IN STANDARD STALLS, THE FRONT PARTITION AND AT LEAST ONE SIDEPARTITION SHALL PROVIDE A TOE CLEARANCE OF AT LEAST 9 IN (230 MM)ABOVE THE FLOOR. IF THE DEPTH OF THE STALL IS GREATER THAN 60 IN(1525 MM), THEN THE TOE CLEARANCE IS NOT REQUIRED.

4.17.5* DOORS.TOILET STALL DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLYWITH 4.13. IF TOILET STALL APPROACH IS FROM THE LATCH SIDE OF THESTALL DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE STALL ANDANY OBSTRUCTION MAY BE REDUCED TO A MINIMUM OF 42 IN (1065 MM)(FIG. 30).

4.17.6 GRAB BARS.GRAB BARS COMPLYING WITH THE LENGTH AND POSITIONING SHOWN INFIG. 30(A),(B), (C), AND (D) SHALL BE PROVIDED. GRAB BARS MAY BEMOUNTED WITH ANY DESIRED METHOD AS LONG AS THEY HAVE AGRIPPING SURFACE AT THE LOCATIONS SHOWN AND DO NOT OBSTRUCTTHE REQUIRED CLEAR FLOOR AREA. GRAB BARS SHALL COMPLY WITH4.26.

4.18.1 GENERAL.ACCESSIBLE URINALS SHALL COMPLY WITH 4.18.

4.18.2 HEIGHT.URINALS SHALL BE STALL-TYPE OR WALL-HUNG WITH AN ELONGATED RIMAT A MAXIMUM OF 17 IN (430 MM) ABOVE THE FINISH FLOOR.

4.18.3 CLEAR FLOOR SPACE.A CLEAR FLOOR SPACE 30 IN BY 48 IN (760 MM BY 1220 MM) SHALL BEPROVIDED IN FRONT OF URINALS TO ALLOW FORWARD APPROACH. THISCLEAR SPACE SHALL ADJOIN OROVERLAP AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH 4.2.4. URINALSHIELDS THAT DO NOT EXTEND BEYOND THE FRONT EDGE OF THE URINALRIM MAY BE PROVIDED WITH 29 IN (735 MM) CLEARANCE BETWEEN THEM.

4.18.4 FLUSH CONTROLS.FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC, AND SHALLCOMPLY WITH 4.27.4, AND SHALL BE MOUNTED NO MORE THAN 44 IN (1120MM) ABOVE THE FINISH FLOOR.

4.19.1 GENERAL.THE REQUIREMENTS OF 4.19 SHALLAPPLY TO LAVATORY FIXTURES,VANITIES, AND BUILT-IN LAVATORIES.

4.19.2 HEIGHT AND CLEARANCES.LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACENO HIGHER THAN 34 IN (865 MM) ABOVE THE FINISH FLOOR. PROVIDE ACLEARANCE OF AT LEAST 29 IN (735 MM) ABOVE THE FINISH FLOOR TO THEBOTTOM OF THE APRON. KNEE AND TOE CLEARANCE SHALL COMPLY WITHFIG. 31.

4.19.3 CLEAR FLOOR SPACE.A CLEAR FLOOR SPACE 30 IN BY 48 IN (760 MM BY 1220 MM) COMPLYINGWITH 4.2.4 SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOWFORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OROVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19 IN(485 MM) UNDERNEATH THE LAVATORY (SEE FIG. 32).

4.19.4 EXPOSED PIPES AND SURFACES.HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATEDOR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERESHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.

4.19.5 FAUCETS.FAUCETS SHALL COMPLY WITH 4.27.4. LEVER-OPERATED, PUSH-TYPE, ANDELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OFACCEPTABLE DESIGNS. IF SELF-CLOSING

4.19 LAVATORIES AND MIRRORSVALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST 10SECONDS.

4.19.6* MIRRORS.MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THEREFLECTING SURFACE NO HIGHER THAN 40 IN (1015)

SIGNAGE REQUIREMENTS

1. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32''MINIMUM AND SHALL BE SANS SERIF UPPERCASECHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE.( SEC.1117B.5.6.1)

2. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF5/8'' HIGH (SEC. 1117B5.6.2)

3. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BEACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTIONPLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDERDIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6''IN HEIGHT. (SEC.1117B.5.6.3)

4. LETTERS AND NUMBERS ON SIGNS SHALL HAVE AWIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND ASTROKE WIDTH-TO- HEIGHT RATIO BETWEEN 1:5 AND 1:10(SEC. 1117B.5.3)

5. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIRBACKGROUND, EITHER LIGHT CHARACTERS ON A DARKBACKGROUND OR DARK CHARACTERS ON A LIGHTBACKGROUND .(SEC. 1117B.5.5)

6. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZEDACCORDING TO THE VIEWING DISTANCE FROM WHICH THEYARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USINGAN UPPER CASE X. LOWER CASE CHARACTERS AREPERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVETHE FINISH FLOOR IN COMPLIANCE WITH SECTION 1121B,THE MINIMUM CHARACTER HEIGHT SHALL BE 3''. (SEC.1117B.5.4)

7. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVERBRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHERPORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10''ON CENTERS IN EACH CELL WITH 2/10'' SPACE BETWEENCELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40'' ABOVETHE BACKGROUND .(SEC.1117B.5.2)

SIGN LOCATIONS

8. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AUSABLE BY A PERSON WITH DISABILITIES AND AT EVERYMAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLEROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGNDISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITYAND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIREDTO BE VISIBLE TO PEOPLE ALONG APPROACHINGPEDESTRIAN WAYS ( SEC.1117B.5.7 & 1127B.3)

9. WHEN PERMANENT IDENTIFICATION IS PROVIDED FORROOMS AND SPACES RAISED LETTERS SHALL BE PROVIDEDAND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCEWITH SECTION 1117B.5.6. SIGNS SHALL BE INSTALLED ONTHE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR.WHERE THERE IS NO WALL SPACE ON THE LATCH SIDEINCLUDING AT LEAF DOORS, SIGNS SHALL BE PLACED ONTHE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT.MOUNTING HEIGHT SHALL BE 60'' ABOVE THE FINISH FLOORTO THE CENTERLINE OF THE SIGN. MOUNTING LOCATIONSHALL BE DETERMINED SO THAT THE PERSON MAYAPPROACH WITHIN 3'' OF THE SIGNAGE WITHOUTENCOUNTERING PROTRUDING OBJECTS OR STANDINGWITHIN THE SWING OF THE DOOR .(SEC.1117B.5.9)

10. ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATHOF TRAVEL ARE REQUIRED

11. BUILDINGS REMODELED TO PROVIDE ACCESSIBLE SANITARYFACILITIES FOR PUBLIC USE SHALL HAVE INFORMATIONPOSTED IN THE LOBBY AS PART OF THE BUILDINGDIRECTORY

INTERNATIONAL SYMBOL OF ACCESSIBILITY

12. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES

13. WHITE FIGURE ON BLUE BACKGROUND, COLOR # 15090 ONFEDERAL STANDARD # 595A.

14. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE,SPECIAL DESIGNS AND COLORS MAY BE APPROVED .

BRAILLE

15. USE CONTRASTED GRADE 2 BRAILLE DOTS TO BE 0.1 INCHON CENTER IN EACH CELL

16. 0.2 INCH SPACE BETWEEN CELLS

17. DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND.

18. SEE 4/T-4 FOR MORE INFO

REACH REQUIREMENTS

4.2.1* WHEELCHAIR PASSAGE WIDTH.THE MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR PASSAGESHALL BE 32 IN (815 MM) AT A POINT AND 36 IN (915 MM)CONTINUOUSLY (SEE FIG. 1 AND 24(E)).

4.2.2 WIDTH FOR WHEELCHAIR PASSING.THE MINIMUM WIDTH FOR TWO WHEELCHAIRS TO PASS IS 60 IN(1525 MM) (SEE FIG. 2).

4.2.3* WHEELCHAIR TURNING SPACE.THE SPACE REQUIRED FOR A WHEELCHAIR TO MAKE A 180-DEGREETURN IS A CLEAR SPACE OF 60 IN (1525 MM) 14

4.2.4.1 SIZE AND APPROACH.THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TOACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR ANDOCCUPANT IS 30 IN BY 48 IN (760 MM BY 1220 MM) (SEE FIG. 4(A)). THEMINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRSMAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TOAN OBJECT (SEE FIG. 4(B) AND (C)). CLEAR FLOOR OR GROUNDSPACE FOR WHEELCHAIRS MAY BE PART OF THE KNEE SPACEREQUIRED UNDER SOME OBJECTS.

4.2.4.2 RELATIONSHIP OF MANEUVERING CLEARANCE TOWHEELCHAIR SPACES.ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUNDSPACE FOR A WHEELCHAIR SHALL ADJOIN OR OVERLAP ANACCESSIBLE ROUTE OR ADJOIN ANOTHER WHEELCHAIR CLEARFLOOR SPACE. IF A CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVEOR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES,ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED ASSHOWN IN FIG. 4(D /E).

4.2.4.3 SURFACES FOR WHEELCHAIR SPACES.CLEAR FLOOR OR GROUND SPACES FOR WHEELCHAIRS SHALLCOMPLY WITH 4.5.

4.2.5* FORWARD REACH. IF THE CLEAR FLOOR SPACE ONLY ALLOWSFORWARD APPROACH TO AN OBJECT, THE MAXIMUM HIGHFORWARD REACH ALLOWED SHALL BE 48 IN (1220 MM) (SEE FIG.5(A)). THE MINIMUM LOW FORWARD REACH IS 15 IN (380 MM). IF THEHIGH FORWARD REACH IS OVER AN OBSTRUCTION, REACH ANDCLEARANCES SHALL BE AS SHOWN IN FIG. 5(B).

4.2.6* SIDE REACH.IF THE CLEAR FLOOR SPACE ALLOWS PARALLEL APPROACH BY APERSON IN A WHEELCHAIR, THE MAXIMUM HIGH SIDE REACHALLOWED SHALL BE 54 IN (1370 MM) AND THE LOW SIDE REACHSHALL BE NO LESS THAN 9 IN (230 MM) ABOVE THE FLOOR (FIG. 6(A)AND (B)). IF THE SIDE REACH IS OVER AN OBSTRUCTION, THE REACHAND CLEARANCES SHALL BE AS SHOWN IN FIG 6(C).

STORAGE CLEARANCE REQUIREMENTS

4.5.1* GENERAL.GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES ANDIN ACCESSIBLE ROOMS AND SPACES INCLUDING FLOORS, WALKS,RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM,SLIP-RESISTANT, AND SHALL COMPLY WITH 4.5.

4.5.2 CHANGES IN LEVEL.CHANGES IN LEVEL UP TO 1/4 IN (6 MM) MAY BE VERTICAL ANDWITHOUT EDGE TREATMENT (SEE FIG. 7(C) ). CHANGES IN LEVELBETWEEN 1/4 IN AND 1/2 IN (6 MM AND 13 MM)

4.4 PROTRUDING OBJECTSSHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 (SEE FIG.7(D) ). CHANGES IN LEVEL GREATER THAN 1/2 IN (13 MM) SHALL BEACCOMPLISHED BY MEANS OF A RAMP THAT COMPLIES WITH 4.7 OR4.8.

4.5.3* CARPET.IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOORSURFACE, THEN IT SHALL BE SECURELY ATTACHED; HAVE A FIRMCUSHION, PAD, OR BACKING, OR NO CUSHION OR PAD; AND HAVE ALEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE THICKNESS SHALL BE 1/2IN (13 MM) (SEE FIG. 8(F)). EXPOSED EDGES OF CARPET SHALL BEFASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THEENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIMSHALL COMPLY WITH 4.5.2.

4.5.4 GRATINGS.IF GRATINGS ARE LOCATED IN WALKING SURFACES, THEN THEYSHALL HAVE SPACES NO GREATER THAN 1/2 IN (13 MM) WIDE INONE DIRECTION (SEE FIG. 8(G)). IF GRATINGS HAVE ELONGATEDOPENINGS, THEN THEY SHALL BE PLACED SO THAT THE LONGDIMENSION IS PERPENDICULAR TO

STAIR REQUIREMENTS

4.9.3 NOSINGS.THE UNDERSIDES OF NOSINGS SHALL NOT BE ABRUPT. THE RADIUS OFCURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NO GREATERTHAN 1/2 IN (13 MM). RISERS SHALL BE SLOPED OR THE UNDERSIDE OF THENOSING SHALL HAVE AN ANGLE NOT LESS THAN 60 DEGREES FROM THEHORIZONTAL. NOSINGS SHALL PROJECT NO MORE THAN 1-1/2 IN (38 MM) (SEEFIG. 18).

4.9.4 HANDRAILS.STAIRWAYS SHALL HAVE HANDRAILS AT BOTH SIDES OF ALL STAIRS.HANDRAILS SHALL COMPLY WITH 4.26 AND SHALL HAVE THE FOLLOWINGFEATURES:(1) HANDRAILS SHALL BE CONTINUOUS ALONG BOTH SIDES OF STAIRS. THEINSIDE HANDRAIL ON SWITCHBACK OR DOGLEG STAIRS SHALL ALWAYS BECONTINUOUS (SEE FIG. 19(A) AND (B)).(2) IF HANDRAILS ARE NOT CONTINUOUS, THEY SHALL EXTEND AT LEAST 12 IN(305 MM) BEYOND THE TOP RISER AND AT LEAST 12 IN (305 MM) PLUS THEWIDTH OF ONE TREAD BEYOND THE BOTTOM RISER. AT THE TOP, THEEXTENSION SHALL BE PARALLEL WITH THE FLOOR OR GROUND SURFACE. ATTHE BOTTOM, THE HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE OFTHE WIDTH OF ONE TREAD FROM THE BOTTOM RISER; THE REMAINDER OFTHE EXTENSION SHALL BE HORIZONTAL (SEE FIG. 19(C) AND (D)). HANDRAILEXTENSIONS SHALL COMPLY WITH 4.4.(3) THE CLEAR SPACE BETWEEN HANDRAILS AND WALL SHALL BE 1-1/2 IN (38MM).(4) GRIPPING SURFACES SHALL BE UNINTERRUPTED BY NEWEL POSTS, OTHERCONSTRUCTION ELEMENTS, OR OBSTRUCTIONS.(5) TOP OF HANDRAIL GRIPPING SURFACE SHALL BE MOUNTED BETWEEN 34 INAND 38 IN (865 MM AND 965 MM) ABOVE STAIR NOSINGS.(6) ENDS OF HANDRAILS SHALL BE EITHER ROUNDED OR RETURNEDSMOOTHLY TO FLOOR, WALL OR POST.(7) HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS.

4.9.5 DETECTABLE WARNINGS AT STAIRS.(RESERVED).

4.9.6 OUTDOOR CONDITIONS.OUTDOOR STAIRS AND THEIR APPROACHES SHALL BE DESIGNED SO THATWATER WILL NOT ACCUMULATE ON WALKING SURFACES

GROUND AND FLOOR REQUIREMENTS

4.25.1 GENERAL.FIXED STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS,AND DRAWERS REQUIRED TO BE ACCESSIBLE BY 4.1 SHALL COMPLYWITH 4.25.

4.25.2 CLEAR FLOOR SPACE.A CLEAR FLOOR SPACE AT LEAST 30 IN BY 48 IN (760 MM BY 1220 MM)COMPLYING WITH 4.2.4 THAT ALLOWS EITHER A FORWARD ORPARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BEPROVIDED AT ACCESSIBLE STORAGE FACILITIES.

4.25.3 HEIGHT.ACCESSIBLE STORAGE SPACES SHALL BE WITHIN AT LEAST ONE OFTHE REACH RANGES SPECIFIED IN 4.2.5 AND 4.2.6 (SEE FIG. 5 AND FIG 6).CLOTHES RODS OR SHELVES SHALL BE A MAXIMUM OF 54 IN (1370 MM)ABOVE THE FINISH FLOOR FOR A SIDE APPROACH. WHERE THEDISTANCE FROM THE WHEELCHAIR TO THE CLOTHES ROD OR SHELFEXCEEDS 10 IN (255 MM) (AS IN CLOSETS WITHOUT ACCESSIBLE DOORS)THE HEIGHT AND DEPTH TO THE ROD OR SHELF SHALL COMPLY WITHFIG. 38(A) AND FIG. 38(B).

4.25.4 HARDWARE.HARDWARE FOR ACCESSIBLE STORAGE FACILITIES SHALL COMPLYWITH 4.27.4. TOUCH LATCHES AND U-SHAPED PULLS ARE ACCEPTABLE.

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

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G-006.00

STAGES OF PROGRESSINSPECTIONS

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

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C5-3/C6-6

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TR8 - STAGES OF PROGRESS INSPECTIONS

INSPECTION / TESTFREQUENCY(MINIMUM) REFERENCE STANDARD

ECC OR OTHERCITATION

IIC3 INTERIOR LIGHTING POWER: INSTALLED LIGHTING SHALL BE VERIFIED FORCOMPLIANCE WITH THE LIGHTING POWER ALLOWANCE BY VISUAL INSPECTION OFFIXTURES, LAMPS, BALLASTS AND TRANSFORMERS.

PRIOR TO FINALELECTRICAL ANDCONSTRUCTIONINSPECTION

APPROVED CONSTRUCTIONDOCUMENTS

505.5; ASHRAE 90.1 –[10.4.1] 9.1, 9.2, 9.5, 9.6;1RCNY §101-07(C)(3)(V)(C) 4

IIC4 EXTERIOR LIGHTING: INSTALLED LIGHTING SHALL BE VERIFIED FOR COMPLIANCEWITH SOURCE EFFICACY AND/OR THE LIGHTING POWER ALLOWANCE BY VISUALINSPECTION OF FIXTURES, LAMPS, BALLASTS AND RELEVANT TRANSFORMERS.


APPROVED CONSTRUCTIONDOCUMENTS [INCLUDINGCONTROL SYSTEMNARRATIVES]

[805.2; ASHRAE 90.1 –9.1, 9.4.1; 1RCNY 5000-01(G)(3)]505.6; ASHRAE90.1 – 9.4.4, 9.4.5;1RCNY §101-07(C)(3)(V)(C) 4

IIC5 LIGHTING CONTROLS: EACH TYPE OF REQUIRED LIGHTING CONTROLS,INCLUDING: [OCCUPANT SENSORS, MANUAL INTERIOR LIGHTING CONTROLS,LIGHT-REDUCTION CONTROLS, AUTOMATIC LIGHTING SHUT-OFF, DAYLIGHT ZONECONTROLS, SLEEPING UNIT CONTROLS, EXTERIOR LIGHTING CONTROLS] -- SHALLBE VERIFIED BY VISUAL INSPECTION AND TESTED FOR FUNCTIONALITY ANDPROPER OPERATION.


APPROVED CONSTRUCTIONDOCUMENTS, INCLUDINGCONTROL SYSTEMNARRATIVES

[805.3;] 505.2, 505.2.2.2;ASHRAE 90.1 – [9.4.2]9.4.1, 9.4.1.2 (ASMODIFIED BY SECTIONECC A102)

IIC6 EXIT SIGNS: INSTALLED EXIT SIGNS SHALL BE VISUALLY INSPECTED TO VERIFYTHAT THE LABEL INDICATES THAT THEY DO NOT EXCEED MAXIMUM PERMITTEDWATTAGE.



[805.4;] 505.4; ASHRAE90.1 – 9.4.3

IIC7 TANDEM WIRING: TANDEM WIRING SHALL BE TESTED FOR FUNCTIONALITY. PRIOR TO FINALELECTRICAL ANDCONSTRUCTIONINSPECTION


[805.5; ASHRAE 90.1 –9.1.3, 9.1.4, 9.2.1, 9.5,9.6; 1RCNY 5000-01(I)]505.3; ASHRAE 90.1 –9.4.2

IIC8 ELECTRIC MOTORS (INCLUDING BUT NOT LIMITED TO FAN MOTORS): WHEREREQUIRED BY THE CONSTRUCTION DOCUMENTS FOR ENERGY CODECOMPLIANCE, MOTOR LISTING OR LABELS SHALL BE VISUALLY INSPECTED TOVERIFY THAT THEY COMPLY WITH THE RESPECTIVE ENERGY REQUIREMENTS INTHE CONSTRUCTION DOCUMENTS.



[805.6; ASHRAE 90.1 –9.1.1, 9.4.4, 9.4.5]503.2.10; ASHRAE 90.1 –10.4

IID OTHER

IID1 MAINTENANCE INFORMATION: MAINTENANCE MANUALS FOR MECHANICAL,SERVICE HOT WATER AND ELECTRICAL EQUIPMENT AND SYSTEMS REQUIRINGPREVENTIVE MAINTENANCE SHALL BE REVIEWED FOR APPLICABILITY TOINSTALLED EQUIPMENT AND SYSTEMS BEFORE SUCH MANUALS ARE PROVIDEDTO THE OWNER. LABELS REQUIRED FOR SUCH EQUIPMENT OR SYSTEMS SHALLBE INSPECTED FOR ACCURACY AND COMPLETENESS.

PRIOR TOSIGN-OFF ORISSUANCE OFFINAL CERTIFICATEOF OCCUPANCY

APPROVED CONSTRUCTIONDOCUMENTS/ ELECTRICALDRAWINGS WHEREAPPLICABLE; ASHRAEGUIDELINE 4: PREPARATION OFOPERATING AND MAINTENANCEDOCUMENTATION FORBUILDING SYSTEMS

[102.3; 803.3.8.3;] 303.3,503.2.9.3; ASHRAE 90.1 –4.2.2.3, 6.7.2.2, 8.7.2

TR8 - STAGES OF PROGRESS INSPECTIONS

INSPECTION / TESTFREQUENCY(MINIMUM) REFERENCE STANDARD

ECC OR OTHERCITATION

IIA ENVELOPE INSPECTIONS

IIA1 PROTECTION OF EXPOSED FOUNDATION INSULATION: INSULATION SHALL BEVISUALLY INSPECTED TO VERIFY PROPER PROTECTION WHERE APPLIED TO THEEXTERIOR OF BASEMENT OR CELLAR WALLS, CRAWL-SPACE WALLS AND/OR THEPERIMETER OF SLAB-ON-GRADE FLOORS.

AS REQUIREDDURINGFOUNDATIONWORK AND PRIORTO BACKFILL

APPROVED CONSTRUCTIONDOCUMENTSAPPROVEDCONSTRUCTION DOCUMENTS

[102.2.1] 303.2.1 ASHRAE90.1 – 5.8.1.7

IIA2 INSULATION PLACEMENT AND R-VALUES: INSTALLED INSULATION FOR EACHCOMPONENT OF THE CONDITIONED SPACE ENVELOPE AND AT JUNCTIONSBETWEEN COMPONENTS SHALL BE VISUALLY INSPECTED TO ENSURE THAT THER-VALUES ARE MARKED, THAT SUCH R-VALUES CONFORM TO THE R-VALUESIDENTIFIED IN THE CONSTRUCTION DOCUMENTS AND THAT THE INSULATION ISPROPERLY INSTALLED. CERTIFICATIONS FOR UNMARKED INSULATION SHALL BESIMILARLY VISUALLY INSPECTED.

INSTALLED INSULATION FOR EACH COMPONENT OF THE CONDITIONED SPACEENVELOPE AND AT JUNCTIONS BETWEEN COMPONENTS SHALL BE VISUALLYINSPECTED TO ENSURE THAT THE R-VALUES ARE MARKED, THAT SUCH R-VALUESCONFORM TO THE R-VALUES IDENTIFIED IN THE CONSTRUCTION DOCUMENTS ANDTHAT THE INSULATION IS PROPERLY INSTALLED. CERTIFICATIONS FOR UNMARKEDINSULATION SHALL BE SIMILARLY VISUALLY INSPECTED.

AS REQUIRED TOVERIFYCONTINUOUSENCLOSURE WHILEWALLS, CEILINGSAND FLOORS AREOPEN


[102.1, 802.2, TABLES802.2;] 303.1, 303.1.1,303.1.2, 502.1, 502.2;ASHRAE 90.1 – [5.4.1]5.5, 5.6[.] OR 11; 5.8.1

IIA3 FENESTRATION THERMAL VALUES AND PRODUCT RATINGS: U-FACTORS AND SHGCVALUES OF INSTALLED FENESTRATION SHALL BE VISUALLY INSPECTED FORCONFORMANCE WITH THE U-FACTORS AND SHGC VALUES IDENTIFIED IN THECONSTRUCTION DRAWINGS BY VERIFYING THE MANUFACTURER’S NFRC LABELSOR, WHERE NOT LABELED, USING THE RATINGS IN ECC TABLES 303.1.3(1), (2) AND(3). WHERE ASHRAE 90.1 IS USED, VISIBLE LIGHT TRANSMITTANCE VALUES SHALLALSO BE VERIFIED.PRODUCT RATINGS [FOR U-FACTORS AND SHGC VALUES]:

U-FACTORS AND SHGC VALUES OF INSTALLED FENESTRATION SHALL BE VISUALLYINSPECTED FOR CONFORMANCE WITH THE U-FACTORS AND SHGC VALUESIDENTIFIED IN THE CONSTRUCTION DRAWINGS BY VERIFYING THEMANUFACTURER’S NFRC LABELS OR, WHERE NOT LABELED, USING THE RATINGSIN ECC TABLES [102]303.1.3(1), (2) AND (3). WHERE ASHRAE 90.1 IS USED, VISIBLELIGHT TRANSMITTANCE VALUES SHALL ALSO BE VERIFIED.

AS REQUIREDDURINGINSTALLATION

APPROVED CONSTRUCTIONDRAWINGS; NFRC 100[, NFRC200[, TABLES 102.1.3]

[102.1.3, TABLES 802.2.]303.1, 303.1.3; 502.3;ASHRAE 90.1– [5.4.2,5.5.4, TABLES] 5.5; 5.6[,]OR 11; 5.8.2

IIA4 FENESTRATION AND DOOR ASSEMBLY PRODUCT RATINGS FOR AIR LEAKAGE:WINDOWS AND SLIDING OR SWINGING DOOR ASSEMBLIES, EXCEPT SITE-BUILTWINDOWS AND/OR DOORS, SHALL BE VISUALLY INSPECTED TO VERIFY THATINSTALLED ASSEMBLIES ARE LISTED AND LABELED BY THE MANUFACTURER TOTHE REFERENCED STANDARD. -- FOR CURTAIN WALL, STOREFRONT GLAZING,COMMERCIAL ENTRANCE DOORS AND REVOLVING DOORS, THE TESTINGREPORTS SHALL BE REVIEWED TO VERIFY THAT THE INSTALLED ASSEMBLYCOMPLIES WITH THE STANDARD CITED IN THE APPROVED PLANS.

AS REQUIREDDURINGINSTALLATION;PRIOR TO FINALCONSTRUCTIONINSPECTION

NFRC 400, AAMA/WDMA /CSA101/ I.S.2[, AAMA/WDMA101/I.S.2/NAF S-02; ]/A440; ASTME283; ANSI/DASMA 105

[802.3.1, 802.3.2;] 502.4;ASHRAE 90.1 – [5.4.3.1,]5.4.3.2[,5.5.4, 5.6, 5.8.2]

IIA5 FENESTRATION AREAS: DIMENSIONS OF WINDOWS, DOORS AND SKYLIGHTSSHALL BE VERIFIED BY VISUAL INSPECTION.

PRIOR TO FINALCONSTRUCTIONINSPECTION


[802.2;] 502.3; ASHRAE90.1 – 5.5.4[.1], 5.6 OR 11

IIA6 SEALING: OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE,INCLUDING SITE-BUILT FENESTRATION AND DOORS, SHALL BE VISUALLYINSPECTED TO VERIFY THAT A CONTINUOUS AIR BARRIER AROUND THEENVELOPE FORMS AN AIR-TIGHT ENCLOSURE. -- THE PROGRESS INSPECTORSHALL VISUALLY INSPECT TO VERIFY THAT MATERIALS AND/OR ASSEMBLIES HAVEBEEN TESTED AND MEET THE REQUIREMENTS OF THE RESPECTIVE STANDARDS,OR THAT THE BUILDING IS TESTED AND MEETS THE REQUIREMENTS OF THESTANDARD, IN ACCORDANCE WITH THE STANDARD(S) CITED IN THE APPROVEDPLANS.

AS REQUIREDDURINGCONSTRUCTION

APPROVED CONSTRUCTIONDOCUMENTS; ASTM E2178,ASTM E2357, ASTM E1677, ASTME779, ASTM E283.

ASTM E2178, ASTME2357, ASTM E1677,ASTM E779, ASTM E283.

IIA7 PROJECTION FACTORS: WHERE THE ENERGY ANALYSIS UTILIZED A PROJECTIONFACTOR > 0, THE PROJECTION DIMENSIONS OF OVERHANGS, EAVES ORPERMANENTLY ATTACHED SHADING DEVICES SHALL BE VERIFIED FORCONFORMANCE WITH APPROVED PLANS BY VISUAL INSPECTION.


APPROVED CONSTRUCTIONDOCUMENTS, INCLUDINGENERGY ANALYSIS

[TABLES 802.2; 802.2.3]502.3; ASHRAE 90.1 –5.5,4, 5.6 OR 11

IIA8 LOADING DOCK WEATHERSEALS: WEATHERSEALS AT LOADING DOCKS SHALL BEVISUALLY VERIFIED.

[AS REQUIREDDURING ENVELOPECONSTRUCTIONAND PRIOR TOCOVERING VAPORBARRIER]

APPROVED CONSTRUCTIONDOCUMENTS [; ASTM E96PROCEDURE A]

[802.1.2] 502.4.5;ASHRAE 90.1 – 5.4.3.3

IIA9 BUILDING ENTRANCE VESTIBULES: REQUIRED ENTRANCE VESTIBULES SHALL BEVISUALLY INSPECTED FOR PROPER OPERATION.



502.4.6; ASHRAE 90.1 –5.4.3.4

IIB MECHANICAL AND SERVICE WATER HEATING INSPECTIONS

IIB1 FIREPLACES: PROVISION OF COMBUSTION AIR AND TIGHT-FITTING FIREPLACEDOORS SHALL BE VERIFIED BY VISUAL INSPECTION.


APPROVED CONSTRUCTIONDOCUMENTS; ANSI Z21.60 (SEEALSO MC 904), ANSI Z21.50

[102.5] 303.1.5; BC 2111;MC CHAPTERS 7, 9; FGCCHAPTER 6

IIB2 OUTDOOR AIR INTAKES AND EXHAUST OPENINGS: DAMPERS FOR STAIR ANDELEVATOR SHAFT VENTS AND OTHER OUTDOOR AIR INTAKES AND EXHAUSTOPENINGS INTEGRAL TO THE BUILDING ENVELOPE SHALL BE VISUALLYINSPECTED TO VERIFY THAT SUCH DAMPERS, EXCEPT WHERE PERMITTED TO BEGRAVITY DAMPERS, COMPLY WITH APPROVED CONSTRUCTION DRAWINGS. --MANUFACTURER’S LITERATURE SHALL BE REVIEWED TO VERIFY THAT THEPRODUCT HAS BEEN TESTED AND FOUND TO MEET THE STANDARD.

AS REQUIREDDURINGINSTALLATION

APPROVED CONSTRUCTIONDOCUMENTS; AMCA 500D

[802.3.4] 502.4.4;ASHRAE 90.1 – 6.4.3.4[.4]

IIB3 HVAC, SERVICE WATER HEATING AND POOL EQUIPMENT SIZING ANDPERFORMANCE: EQUIPMENT SIZING, EFFICIENCIES AND OTHER PERFORMANCEFACTORS OF ALL MAJOR EQUIPMENT UNITS, AS DETERMINED BY THE APPLICANTOF RECORD, AND NO LESS THAN 15% OF MINOR EQUIPMENT UNITS, SHALL BEVERIFIED BY VISUAL INSPECTION AND, WHERE NECESSARY, REVIEW OFMANUFACTURER’S DATA. -- POOL HEATERS AND COVERS SHALL BE VERIFIED BYVISUAL INSPECTION.

PRIOR TO FINALPLUMBING ANDCONSTRUCTIONINSPECTION


TABLES 803.2.2; 803.3.2,TABLES 803.3.2; 804.2,TABLE 804.2; ASHRAE90.1 – 6.1, 6.3, 6.4.1, 6.8,TABLES 6.8.1; 7.4.2,TABLE 7.8] 503.2, 504.2,504.7; ASHRAE 90.1 –6.3, 6.4.1, 6.4.2, 6.8; 7.4,7.8

IIB4 HVAC SYSTEM CONTROLS AND ECONOMIZERS AND SERVICE HOT WATER SYSTEMCONTROLS: NO LESS THAN 20% OF EACH TYPE OF REQUIRED CONTROLS ANDECONOMIZERS SHALL BE VERIFIED BY VISUAL INSPECTION AND TESTED FORFUNCTIONALITY AND PROPER OPERATION. SUCH CONTROLS SHALL INCLUDE,BUT ARE NOT LIMITED TO: [THERMOSTATIC, SET POINT OVERLAP RESTRICTION,OFF-HOUR, SHUTOFF DAMPER, SNOW-MELT SYSTEM, DEMAND CONTROLSYSTEMS, OUTDOOR HEATING SYSTEMS, ZONES, ECONOMIZERS, AIR SYSTEMS,VARIABLE AIR VOLUME FAN, HYDRONIC SYSTEMS, HEAT REJECTION EQUIPMENTFAN SPEED, COMPLEX MECHANICAL SYSTEMS SERVING MULTIPLE ZONES,VENTILATION, ENERGY RECOVERY SYSTEMS, HOT GAS BYPASS LIMITATION,TEMPERATURE, SERVICE WATER HEATING, HOT WATER SYSTEM, POOL HEATERAND TIME SWITCHES, EXHAUST HOODS, RADIANT HEATING SYSTEMS.] --CONTROLS WITH SEASONALLY DEPENDENT FUNCTIONALITY: CONTROLS WHOSECOMPLETE OPERATION CANNOT BE DEMONSTRATED DUE TO PREVAILINGWEATHER CONDITIONS TYPICAL OF THE SEASON DURING WHICH PROGRESSINSPECTIONS WILL BE PERFORMED SHALL BE PERMITTED TO BE SIGNED OFF FORTHE PURPOSE OF A TEMPORARY CERTIFICATE OF OCCUPANCY WITH ONLY AVISUAL INSPECTION, PROVIDED, HOWEVER, THAT THE PROGRESS INSPECTORSHALL PERFORM A SUPPLEMENTAL INSPECTION WHERE THE CONTROLS AREVISUALLY INSPECTED AND TESTED FOR FUNCTIONALITY AND PROPER OPERATIONDURING THE NEXT IMMEDIATE SEASON THEREAFTER. -- THE OWNER SHALLPROVIDE FULL ACCESS TO THE PROGRESS INSPECTOR WITHIN TWO WEEKS OFTHE PROGRESS INSPECTOR’S REQUEST FOR SUCH ACCESS TO PERFORM THEPROGRESS INSPECTION. -- FOR SUCH SUPPLEMENTAL INSPECTIONS, THEDEPARTMENT SHALL BE NOTIFIED BY THE APPROVED PROGRESS INSPECTIONAGENCY OF ANY UNRESOLVED DEFICIENCIES IN THE INSTALLED WORK WITHIN180 DAYS OF SUCH SUPPLEMENTAL INSPECTION.

AFTERINSTALLATION AND[BEFORE] PRIOR TOFINAL ELECTRICALANDCONSTRUCTIONINSPECTION,EXCEPT THAT FORCONTROLS WITHSEASONALLYDEPENDENTFUNCTIONALITY,SUCH TESTINGSHALL BEPERFORMEDBEFORE SIGNOFFFOR ISSUANCE OFA FINALCERTIFICATE OFOCCUPANCY

APPROVED CONSTRUCTIONDOCUMENTS, INCLUDINGCONTROL SYSTEMNARRATIVES; ASHRAEGUIDELINE 1: THE HVACCOMMISSIONING PROCESS,WHERE APPLICABLE

[803.2.3, 803.2.4, 803.2.5,803.2.6, 803.2.7, 803.3.3,803.3.4, 803.3.5, 803.3.9,804.3, 804.6; ASHRAE90.1 – 6.3, 6.4.3, 6.5,6.7.2.4, 7.4.4, APPENDIXE ; 1RCNY 5000-01(G)(2)] 503.2.4,503.2.5.1, 503.2.11,503.3, 503.4, 504.3,504.6, 504.7; ASHRAE90.1 – 6.3, 6.4, 6.5,6.7.2.4, 7.4.4, 7.4.5

IIB5 DUCT, PLENUM AND PIPING INSULATION AND SEALING: INSTALLED DUCT ANDPIPING INSULATION SHALL BE VISUALLY INSPECTED TO VERIFY PROPERINSULATION PLACEMENT AND VALUES. -- JOINTS, LONGITUDINAL ANDTRANSVERSE SEAMS AND CONNECTIONS IN DUCTWORK SHALL BE VISUALLYINSPECTED FOR PROPER SEALING.

AFTERINSTALLATION ANDPRIOR TO CLOSINGSHAFTS, CEILINGSAND WALLS

APPROVED CONSTRUCTIONDOCUMENTS; SMACNA DUCTCONSTRUCTION STANDARDS,METAL AND FLEXIBLE[; UL 181AOR UL 181B]

[803.2.8, 803.2.9, 803.3.6,803.3.7, 804.5; ASHRAE90.1 – 6.3, 6.4.4.1,6.4.4.2.1, TABLES6.8.2AND 6.8.3; 7.4.3 ]503.2.7, 503.2.8, 504.5;ASHRAE 90.1 – 6.3,6.4.4.2, 6.8.2, 6.8.3; 7.4.3

IIB6 AIR LEAKAGE TESTING FOR HIGH-PRESSURE DUCT SYSTEMS: FOR DUCTSYSTEMS DESIGNED TO OPERATE AT STATIC PRESSURES IN EXCESS OF 3 INCHESW.G. (746 PA), REPRESENTATIVE SECTIONS, AS DETERMINED BY THE PROGRESSINSPECTOR, TOTALING AT LEAST 25% OF THE DUCT AREA, PER ECC 503.2.7.1.3,SHALL BE TESTED TO VERIFY THAT ACTUAL AIR LEAKAGE IS BELOW ALLOWABLEAMOUNTS.

AFTERINSTALLATION ANDSEALING ANDPRIOR TO CLOSINGSHAFTS, CEILINGSAND WALLS

AFTER INSTALLATION ANDSEALING AND PRIOR TOCLOSING SHAFTS, CEILINGSAND WALLS

[803.2.8.1.1, 803.3.6;]503.2.7.1.3; ASHRAE 90.1– 6.4.4.2[.2]

IIC ELECTRICAL POWER AND LIGHTING SYSTEMS

IIC1 ELECTRICAL METERING: THE PRESENCE AND OPERATION OF INDIVIDUAL METERSOR OTHER MEANS OF MONITORING INDIVIDUAL APARTMENTS SHALL BE VERIFIEDBY VISUAL INSPECTION FOR ALL APARTMENTS.



[102.4; 805.8] 505.7

IIC2 LIGHTING IN DWELLING UNITS: LAMPS IN PERMANENTLY INSTALLED LIGHTINGFIXTURES SHALL BE VISUALLY INSPECTED TO VERIFY COMPLIANCE WITHHIGH-EFFICACY REQUIREMENTS.


APPROVED CONSTRUCTIONDOCUMENTS [NEMA TP1]

[102.6; 805.7] 505.5.3

NOTE: THE INCLUDED STAGES OF INSPECTION ARE LISTED FOR GENERAL USE ONLY. SPECIAL INSPECTOR SHALL ISSUE FORMAL STAGES OF INSPECTION TOCONTRACTOR PRIOR TO BEGINNING CONSTRUCTION.

TR8 TECHNICAL REPORT

YES NO PROGRESS INSPECTIONSTABLE REFERENCE IN 1RCNY

§5000-01(H) (1) AND (2)

X PROTECTION OF EXPOSED FOUNDATION INSULATION (IA1), (IIA1)

X INSULATION PLACEMENT AND R VALUES (IA2), (IIA2)

X FENESTRATION U-FACTOR AND PRODUCT RATING (IA3), (IIA3)

X FENESTRATION AIR LEAKAGE (IA4), (IIA4)

X FENESTRATION AREAS (IA5), (IIA5)

X AIR SEALING AND INSULATION - VISUAL (IA6), (IIA6)

X AIR SEALING AND INSULATION - TESTING (IA7)

X PROJECTION FACTORS (IIA7)

X LOADING DECK WEATHER SEALS (IIA8)

X VESTIBULES (IIA9)

X FIREPLACES (IB1), (IIB1)

X SHUTOFF DAMPERS (IB2), (IIB2)

X HVAC AND SERVICE WATER HEATING EQUIPMENT (IB3), (IIB3)

X HVAC AND SERVICE WATER HEATING SYSTEM CONTROLS (IB4), IIB4)

X HVAC INSULATION AND SEALING (IB5), (IIB5)

X DUCT LEAKAGE TESTING (IB6), (IIB6)

X ELECTRICAL ENERGY CONSUMPTION (IC1), (IIC1)

X LIGHTING IN DWELLING UNITS (IIC2)

X INTERIOR LIGHTING POWER (IC2), (IIC3)

X EXTERIOR LIGHTING POWER (IIC4)

X LIGHTING CONTROLS (IIC5)

X EXIT SIGNS (IIC6)

X ELECTRICAL MOTORS (IIC7)

X MAINTENANCE INFORMATION (ID1), (IID1)

X PERMANENT CERTIFICATE (ID2)

TR1 TECHNICAL REPORT - PROGRESS INSPECTION ITEMS_1.30.2015

YES NO SPECIAL INSPECTIONS CODE/ SECTION

X PRELIMINARY 28-116.2.1, BC 110.2

X FOOTING AND FOUNDATION BC 110.3.1

X LOWEST FLOOR ELEVATION BC 110.3.2

X STRUCTURAL WOOD FRAME BC 110.3.3

X ENERGY CODE COMPLIANCE INSPECTIONS - (TR8 REPORT REQUIRED) BC 110.3.5

X FIRE-RESISTANCE RATED CONSTRUCTION BC 110.3.4

X PUBLIC ASSEMBLY EMERGENCY LIGHTING 28-116.2.2

X FINAL* 28-116.2.4.2, BC110.5, DIRECTIVE14 OF 1975, AND 1 RCNY §101-10

TR1 TECHNICAL REPORT - SPECIAL INSPECTION ITEMS - 12/2014

YES NO SPECIAL INSPECTIONS CODE/ SECTION

X STRUCTURAL STEEL - WELDING BC 1704.3.1

X STRUCTURAL STEEL - DETAILS BC 1704.3.2

X STRUCTURAL STEEL - HIGH STRENGTH BOLTING BC1704.3.3

X STRUCTURAL COLD - FORMED STEEL BC 1704.3.4

X CONCRETE-CAST-IN-PLACE BC 1704.4

X CONCRETE - PRECAST BC 1704.4

X CONCRETE - PRESTRESSED BC 1704.4

X MASONRY BC 1704.5

X WOOD - INSTALLATION OF HIGH - LOAD DIAPHRAGMS BC 1704.6.1

X WOOD - INSTALLATION OF METAL - PLATE-CONNECTED TRUSSES BC 1704.6.2

X WOOD-INSTALLATION OF PREFABRICATED I-JOIST BC 1704.6.3

X SUBGRADE INSPECTION BC 1704.7.1

X SUBSURFACE CONDITIONS - FILL PLACEMENT & IN PLACE DENSITY BC 1704.7.2, BC 1704.7.3

X SUBSURFACE INVESTIGATION - BORING/ TEST PITS - (TR4 REPORTREQUIRED)

BC 1704.7.4

X DEEP FOUNDATION ELEMENTS - (TR5 REPORT REQUIRED) BC 1704.8

X HELICAL PILES (BB # 2014-020) - (TR5H REPORT REQUIRED) BC 1704.8.5

X VERTICAL MASONRY FOUNDATION ELEMENTS BC 1704.9

X WALL PANELS, CURTIAN WALLS, AND VENEERS BC 1704.10

X SPRAYED FIRE-RESISTANT MATERIALS BC 1704.11

X MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS BC 1704.12

X EXTERIOR INSULATION FINISH SYSYTEMS ( EIFS) BC 1704.13

X ALTERNATIVE MATERIALS - OTCR BUILDINGS BULLETIN# _______ BC 1704.14

X SMOKE CONTROL SYSTEMS BC 1704.15

X MECHANICAL SYSTEMS BC 1704.16

X FUEL-OIL STORAGE AND FUEL OIL PIPING SYSTEMS BC 1704.17

X HIGH PRESSURE STEAM PIPPING (WELDING) BC 1704.18

X HIGH TEMPERATURE HOT WATER PIPING (WELDING) BC 1704.18

X HIGH PRESSURE FUEL - GAS PIPING (WELDING) BC 1704.19

X STRUCTURAL STABILITY - EXISTING BUILDINGS BC 1704.20.1

X EXCAVATION-SHEETING, SHORING, AND BRACING BC 1704.20.2

X UNDERPINNING BC 1704.20.3, BC 1814

X MECHANICAL DEMOLITION BC 1704.20.4

X RAISING AND MOVING OF A BUILDING BC 1704.20.5

X SOIL PERCOLATION TEST - PRIVATE ON-SITE STORM WATER DRAINAGEDISPOSAL SYSTEMS, AND DETENTION FACILITIES

BC 1704.21.1.2

X PRIVATE ON-SITE STORM WATER DRAINAGE DISPOSAL SYSTEMS, ANDDETENTION FACILITIES INSTALLATION

BC 1704.21.2

X INDIVIDUAL ON-SITE PRIVATE SEWAGE DISPOSAL SYSTEMS INSTALLATION BC 1704.22

X SOIL PERCOLATION TEST - INDIVIDUAL ON-SITE PRIVATE SEWAGEDISPOSAL SYSTEMS

BC 1704.22

X SPRINKLER SYSTEMS BC 1704.23

X STANDPIPE SYSTEMS BC 1704.24

X HEATING SYSTEMS BC 1704.25

X CHIMNEYS BC 1704.26

X FIRE-RESISTANT PENETRATIONS AND JOINTS BC 1704.27

X ALUMINUM WELDING BC 1704.28

X FLOOD ZONE COMPLIANCE BC 1704.29, BC G105

X LUMINOUS EGRESS PATH MARKINGS - (TR7 REPORT REQUIRED) BC 1704.30, BC 1024.8

X EMERGENCY AND STANDBY POWER SYSTEMS (GENERATORS) BC 1704.31

X POST-INSTALLED ANCHORS (BB# 2014-018, 2014-019) BC 1704.32

X SEISMIC ISOLATION SYSTEMS BC 1707.8

X CONCRETE DESIGN MIX - (TR3 REPORT REQUIRED) BC 1905.3, BC 1913.5

X CONCRETE SAMPLING AND TESTING - (TR2 REPORT REQUIRED) BC 1905.6, BC 1913.10

CONSULTANTS

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:

DRAWINGS, NOTES AND SPECIFICATIONS ARE ANINSTRUMENT OF SERVICE AND ARE THE PROPERTY OFCDC V LLC. INFRINGEMENT WILL BE PROSECUTED,INFORMATION HEREIN IS CONFIDENTIAL. BY ACCEPTINGTHIS PRINT, BORROWER AGREES IT WILL NOT BE USEDFOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT ISLOANED. THIS DRAWING AND THE DESIGNS CONTAINEDHEREIN ARE ISSUED TO PROVIDE TECHNICALINFORMATION TO THE PROJECT TEAM. THIS INFORMATIONIS INTENDED FOR USE ON THIS PROJECT ONLY. THIS PLANIS APPROVED ONLY FOR WORK INDICATED ON THEAPPLICATION SPECIFICATION SHEETS. ALL OTHERMATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BECONSIDERED AS EITHER BEING APPROVED OR INACCORDANCE WITH APPLICABLE CODES. CDC V LLCEXPRESSLY RESERVES ITS COMMON LAW COPYRIGHTAND OTHER PROPERTY RIGHTS IN THESE PLANS. THESEPLANS ARE NOT TO BE REPRODUCED, CHANGED ORCOPIED IN ANY FORM OR MANNER WHATSOEVER NORARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSIONAND CONSENT OF CROWN DESIGN AND CONSULTING LLC.IT IS A VIOLATION OF NYS PROFESSIONAL LICENSE LAWFOR ANY PERSON TO ALTER THIS DRAWING IN ANY WAYUNLESS ACTING UNDER THE SUPERVISION OF A NYSLICENSED PROFESSIONAL SECT.7209(2), ART.720


DATE:

SCALE:AS NOTED


CDC VLLCCROWN DESIGN & CONSULTING 2012 ©

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DM-001.00

DEMOLITION NOTES

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

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TYPE II

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ML

A. VEHICULAR TRAFFIC - THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN SUBSTANTIAL BARRICADES ON THE STREET FRONTS, WHENEVER ANY WORK IS BEING PERFORMED OVER, ON, OR IN CLOSE PROXIMITY TO THE STREET, AND SHALL INCLUDE ALL NECESSARY LIGHTING, SIGNALS, SIGNS, LANTERNS, AND FLAG MEN, OR OTHER DEVISES, EQUIPMENT AND PERSONNEL, IN ACCORDANCE WITH THE REQUIREMENTS OF THE DEPARTMENT OF HIGHWAYS.

BARACADES

HUMAN ACCESS

A. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO MAINTAIN FREE ACCESS OF ALL SERVICE PERSONNEL, AND THE PUBLIC THROUGH THE AREAS INVOLVED.

DERRICKS, CRANES AND SIMILAREQUIPMENTA. DERRICKS CRANES OR OTHER HOISTING EQUIPMENT SHALL NOT BE OPERATED WITHOUT A CERTIFICATE OF APPROVAL, CERTIFICATE OF OPERATION AND A CERTIFICATE OF ON SITE INSPECTION.

B. CODE REQUIREMENTS - EQUIPMENT SHALL BE INSTALLED OPERATED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF ALL APPLICABLE RULES AND REGULATIONS OF MUNICIPAL, AND STATE AUTHORITIES HAVING JURISDICTION AND THE REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE NEW YORK CITY BUILDING CODE.

PERMITSA. SEPARATE PERMITS - THE ARCHITECT SHALL OBTAIN AND PAY FOR ALL DEMOLITION PERMITS AND FEES REQUIRED BY THE DEPARTMENT OF BUILDINGS

AND OTHER CITY, STATE, AND MUNICIPAL AGENCIES HAVING JURISDICTION, IN ORDER TO CARRY OUT THE WORK. PERMITS SHALL INCLUDE THOSE REQUIRED FOR DEMOLITION AND REMOVAL WORK. PLUMBING PERMITS, AND SPECIAL PERMITS INCLUDING THOSE REQUIRED FOR SIDEWALK SHEDS, FENCES RAILINGS, FOOT BRIDGES, CATCH PLATFORMS, SIDEWALK SHANTIES DEBRIS CHUTES AND SIMILAR ITEMS SHALL BE PROVIDED BY THE CONTRACTOR.

B. PERMITS FOR HOISTING EQUIPMENT - THE CONTRACTOR SHALL PROCESS, PAY FOR AND MAINTAIN ALL PERMITS AND CERTIFICATES REQUIRED TO OPERATE HOISTING EQUIPMENT, SUCH AS DERRICKS CRANES AND THE LIKE.

C. PERMITS SHALL BE APPLIED FOR AND SUBMITTED IN ACCORDANCE WITH THE REQUIREMENTS OF SUB-ARTICLE 109 OF ARTICLE 1 OF THE NEW YORK CITY BUILDING CODE.

SHANTIES

A. CODE REQUIREMENTS - SHANTIES ERECTED ON THE JOB SITE BY THE CONTRACTOR FOR USE BY HIS PERSONNEL OR FOR THE STORAGE OF TOOLS AND OTHER EQUIPMENT, SHALL BE CONSTRUCTED OF FIREPROOF MATERIAL IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION C26-1901.1 (C) OF THE NEW YORK CITY BUILDING CODE.

ASBESTOS ABATEMENT NOTES

A. ALL CONTRACTORS ARE HEREBY ADVISED THAT THERE MAY BE ASBESTOS PRESENT WITHIN THE CONTRACT AREAS. SHOULD ANY MATERIALS WHICH ARE SUSPECTED OF CONTAINING ASBESTOS BE UNCOVERED DURING DEMOLITION / RENOVATION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP THE WORK AND NOTIFY THE CONSTRUCTION MANAGER. THE CONSTRUCTION MANAGER SHALL THEN CONTACT THE ENVIRONMENTAL CONSULTANT, WHO SHALL DETERMINE THE PRESENCE OF ASBESTOS MATERIALS AND PROVIDE DIRECTION OF ANY PROCEDURES WHICH SHOULD BE IMPLEMENTED.

SIDEWALK SHEDS

A. SIDEWALK PROTECTION - PRIOR TO THE START OF THE DEMOLITION WORK. THE CONTRACTOR SHALL FURNISH AND ERECT SIDEWALK SHEDS COVERING THE ENTIRE SIDEWALK OR OTHER AREA OVER WHICH THE PUBLIC MUST PASS. SIDEWALK SHEDS SHALL EXTEND CONTINUOUSLY FOR THE ENTIRE STREET FRONTAGE OF THE THE PROPERTY, SHEDS SHALL BE CONSTRUCTED OF STEEL.

B. BUILDING CODE - SIDEWALK SHEDS SHALL BE ERECTED IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF SECTION C26-1901.5 OF THE NEW YORK CITY BUILDING CODE. FOR SHEDS UPON WHICH NO MATERIAL WILL BE STORED.

C. SPECIAL PERMIT - THE CONTRACTOR SHALL OBTAIN AND PAY FOR A SPECIAL SIDEWALK SHED PERMIT PRIOR TO ERECTING THE SHED.

D. LIGHTING FOR SIDEWALK SHEDS - THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL NECESSARY CONDUITS, WIRING, LIGHT FIXTURES, LAMP GUARDS AND SWITCHES REQUIRED TO PROVIDE ELECTRIC LIGHTING FOR THE ENTIRE LENGTHS OF SIDEWALK SHEDS. LIGHTING SHALL BE SUFFICIENT FOR PEDESTRIAN TRAFFIC AND SHALL COMPLY WITH THE REQUIREMENTS OF SECTION C26-1901.5 (B) (10) OF THE NEW YORK CITY BUILDING CODE. SIDEWALK SHED LIGHTING SHALL BE FILED AT THE

BEC BY AN NYC LICENSED ELECTRICIAN

PROTECTION OF ADJACENTSTRUCTURESA. PHYSICAL EXAMINATION - THE CONTRACTOR SHALL EXAMINE ALL ADJOINING PROPERTY INTENDED TO REMAIN UNDISTURBED, PRIOR TO THE START OF DEMOLITION OPERATIONS, AND AT REASONABLE PERIODS DURING THE PROGRESS OF WORK.

B. ADJACENT ROOFS - THE CONTRACTOR SHALL AVOID THE DROPPING OF MATERIALS ONTO ADJACENT ROOFS, AND SHALL LEAVE ALL SUCH ROOFS, ADJACENT YARDS AND COURT AREA S FREE FROM DROPPINGS RESULTING FROM THE DEMOLITION OPERATIONS.

C. ADJACENT YARDS AND COURTS - THE CONTRACTOR SHALL LEAVE ALL ADJACENT YARDS AND COURT AREAS OF ADJOINING PROPERTIES FREE FROM ALL DROPPING OF MATERIALS RESULTING FROM THE DEMOLITION OPERATIONS.

SAFETY REQUIREMENTS

A. PRECAUTIONS - THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL WORKMEN, THE PUBLIC AND PROPERTY (ADJACENT OR OTHERWISE) DURING THE DEMOLITION OPERATIONS AND SHALL TAKE ALL NECESSARY PRECAUTIONS SUCH AS THE ERECTION OF CATCH PLATFORMS ALONG STREET FRONTS AND ELSEWHERE AS REQUIRED. FOOT BRIDGES, BARRICADES, SIDEWALK SHEDS AND FENCES, ALL OF WHICH SHALL BE FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION C26-1905.1 AND C26-1901.6 OF THE NEW YORK CITY BUILDING CODE, AND THE THE REQUIREMENTS OF THIS SPECIFICATION.

B. WATCHMEN - THE CONTRACTOR SHALL MAINTAIN WATCHMEN AT THE DEMOLITION SITE AT ALL TIMES WHEN EMPLOYEES ARE NOT AT WORK, AND SHALL GIVE FULL INSTRUCTIONS TO HIS EMPLOYEES, WATCHMEN AND SUBCONTRACTORS, AS TO MAINTAINING ADEQUATE SAFEGUARDS TO PREVENT INJURY TO WORKMEN, THE PUBLIC, AND ADJACENT PUBLIC AND PRIVATE PROPERTY.

C. ALL AREAS USED BY THE PUBLIC SHALL BE FREE FROM ICE, SNOW, GREASE, DEBRIS, EQUIPMENT, MATERIALS, PROJECTIONS, TOOLS OR OTHER ITEMS, SUBSTANCES OR CONDITIONS THAT MAY CONSTITUTE A SLIPPING, TRIPPING OR OTHER HAZARD.

D. FLOORS AND STAIRS SHALL BE CLEAN OF EXCESS DEBRIS.

E. WHEN NOT IN USE EQUIPMENT AND TOOLS SHALL BE KEPT AWAY FROM EDGES OR OPENINGS.

F. THE STREET SHALL BE CLEANED OF DEBRIS.

G. SUFFICIENT CONTAINERS FOR THE STORAGE OF GARBAGE AND DEBRIS SHALL BE IN PLACE.

H. CONTAINERS SHALL BE COVERED WHEN FULL AND SECURED.

WORK INCLUDED

A. SCOPE: THE CONTRACTOR SHALL INCLUDE ALL LABOR, MATERIALS, TOOLS, APPLIANCES, TRANSPORTATION, SCAFFOLDINGS, HOISTING, PERMITS FEES, AND OTHER SERVICES NECESSARY TO COMPLETE THE SCOPE OF SELECTED DEMOLITION WORK ON BUILDING LOCATED AT ADDRESS REFERRED IN TITLE BLOCK.

B. BIDDERS UPON THIS WORK, BEFORE SUBMITTING THEIR PROPOSALS, SHALL VISIT THE SITE AND CAREFULLY EXAMINE THE BUILDING TO BE DEMOLISHED SO AS TO FAMILIARIZE THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK, AND THE DIFFICULTIES THAT WILL ATTEND ITS EXECUTION.

C. EXISTING CONDITIONS SURVEY OF ADJACENT BUILDINGS AND STRUCTURES SHALL BE MADE BY THE CONTRACTOR, PRIOR TO COMMENCING ANY OF THE DEMOLITION WORK.

D. EXISTING CURBS AND SIDEWALKS SHALL BE PROTECTED FOR THE DURATION OF THE DEMOLITION WORK BY THE CONTRACTOR.

E. SAFETY RESPONSIBILITY - THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR COMPLIANCE WITH THE SAFETY REQUIREMENTS OF ALL CITY, STATE, AND FEDERAL AGENCIES HAVING JURISDICTION, INCLUDING THE "STANDARDS" OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION.

DEMOLITION AND REMOVALOPERATIONS

A. CODE AND STANDARDS - ALL WORK SHALL BE CARRIED OUT IN CONFORMANCE WITH THE APPLICABLE REQUIREMENTS OF (PART I - DEMOLITION) OF THE AMERICAN STANDARD SAFETY CODE FOR BUILDING CONSTRUCTION. WHERE THE REQUIREMENTS OF ONE ARE MORE STRINGENT THAN THE OTHER, THE MORE STRINGENT REQUIREMENTS SHALL BE ADHERED TO IN ALL CASES.

B. GENERAL- THE CONTRACTOR SHALL PERFORM SELECTED DEMOLITION WORK INCLUDING MASONRY WINDOWS, STEEL STAIRS, STEEL FRAMING, SLABS, INTERIOR CONSTRUCTION, OPENINGS IN EXISTING CONSTRUCTION, MECHANICAL AND ELECTRICAL WORK AND OTHER ITEMS AS INDICATED, REQUIRED OR INFERRED BY THE DEMOLITION DRAWINGS.

C. PROTECTION AT COMPLETION OF WORK- AFTER COMPLETION OF DEMOLITION WORK, THE PREMISES SHALL BE MAINTAINED BY THIS CONTRACTOR FREE FROM ALL UNSAFE OR HAZARDOUS CONDITIONS BY THE PROPER PROTECTION OF THE EXISTING CONSTRUCTION TO REMAIN.

DEMOLITION NOTES

01. ALL OPERATIONS SHALL BE CONDUCTED WITH A MINIMUM OF TRAFFICINTERFERENCE.

02. REMOVAL OF MATERIALS - THIS CONTRACTOR SHALL REMOVE FROM THE DEMOLITION SITE, AND DISPOSE OF (IN A LEGAL MANNER) ALL COMBUSTIBLE MATERIALS, ALL IRON AND STEEL, ALL PIPING AND SIMILAR MATERIAL NOTED TO BE REMOVED.

03. DUST NUISANCE SHALL BE KEPT TO A MINIMUM BY KEEPING THE MATERIAL BEING DEMOLISHED WETTED DOWN TO THE EXTENT NECESSARY TO LAY THE DUST AT ALL TIMES. SUCH WETTING DOWN OF DEBRIS SHALL BE DONE IN A MANNER INSURING AGAINST EXCESS WATER ENTERING THE CHUTES AND EMPTYING INTO STREET, AND THE USE OF SPRAY-APPLIED POTABLE WATER FOR DUST CONTROL IS PERMITTED ONLY IF ACCEPTABLE TO THE BUILDING MANAGEMENT.

04. BURNING OF DEMOLISHED MATERIALS WILL NOT BE PERMITTED AT ANY TIME.

05. ALL DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE DAILY.

06. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTS, REGARDING ALL ITEMS OF DEMOLITION NOT IMPLIED OR SPECIFIED ON DRAWINGS OR SPECIFICATIONS AND INCLUDE ALL NECESSARY COSTS ON BID.

07. THE CONTRACTOR SHALL EXAMINE ALL WORK THAT IS INTENDED TO REMAIN AS PART OF THE COMPLETED PROJECT AND REPORT ALL UNSATISFACTORY CONDITIONS TO THE ARCHITECTS, PRIOR TO COMMENCEMENT OF WORK.

08. THE CONTRACTOR SHALL MAINTAIN EXISTING BUILDING UTILITIES IN OPERATION DURING THE PERFORMANCE OF THE WORK.

09. CONTRACTOR SHALL MAINTAIN FIRE RATINGS AT EXISTING RATED PARTITIONS.

10. THE CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISH SURFACES ALL PROJECTING PLUMBING, FLOOR ELECTRICAL / TELEPHONE OUTLETS AND ALL OTHER PROJECTING ITEMS WHICH INDICATED TO REMAIN AND ARE BEING ABANDONED.

11. THE CONTRACTOR SHALL INSTALL AND MAINTAIN A SYSTEM OF TEMPORARY LIGHTS THROUGHOUT THE SPACE UNDER DEMOLITION, WITH A 5 FOOT CANDLE MINIMUM LIGHTING LEVEL WHICH SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT DURATION OF DEMOLITION PHASE.

12. WHEN DEMOLITION TAKES PLACE, SHOULD ANY WORK AFFECT THE INTEGRITY OF THE STRUCTURE, WORK MUST STOP IMMEDIATELY AND THE CONSTRUCTION MANAGER NOTIFIED. UNDER NO CIRCUMSTANCES SHALL REINFORCING OF ANY KIND BE DAMAGED, CUT OR BROKEN. CONTRACTOR SHALL PROVIDE SUITABLE PROTECTION FOR EXISTING CONSTRUCTION NOTED OR REQUIRED TO REMAIN.

13. CONTRACTOR SHALL REPAIR OR REPLACE EXISTING CONSTRUCTION, NOTED TO REMAIN, THAT IS DAMAGED BY DEMOLITION OPERATIONS. 14. ALL WORK IN THIS SECTION SHALL BE ACCOMPLISHED IN STRICT CONFORMANCE TO THE APPLICABLE LOCAL, STATE, OSHA AND BASE BUILDING STANDARD CODES AND REQUIREMENTS. REMOVAL OF MATERIALS AND EQUIPMENT ITEMS SHALL BE DONE WHEN SAFETY DISCONNECTED FROM OPERATING SERVICES BY CONTRACTOR SKILLED IN THIS TRADE.

15. PROVIDE ALL NECESSARY PROTECTIONS TO ALL EXISTING TENANT AREAS, PUBLIC AND SERVICE ELEVATOR LOBBIES, CORRIDORS AND AREAS OTHERWISE EXCLUDED FROM THE AREA(S) OF WORK.

16. ALL REMOVAL WORK SHALL BE PERFORMED IN A MANNER WHICH WILL NOT DISTURB AREA DESIGNATED TO REMAIN.

17. ALL STRUCTURAL MEMBERS ARE TO REMAIN UNDISTURBED WHERE LOCATED WITHIN CONSTRUCTION WHICH HAS BEEN DESIGNATED TO BE REMOVED.

18. EXCEPT WHERE NOTED ON THE DOCUMENTS ALL REMOVED MATERIAL SHALL BECOME THE PROPERTY OF THE GENERAL CONTRACTOR AND SHALL BE REMOVED DAILY FROM THE PREMISES AND LEGALLY DISPOSED.

19. REMOVE ALL PARTITIONS, EQUIPMENT, MATERIALS, ETC. AS INDICATED ON DRAWINGS. DRYWALL PATCH AND PREPARE ALL ADJACENT WALLS, FLOORING AND / OR CEILING AS REQUIRED TO RECEIVE NEW CONSTRUCTION OR FINISH. (REFER TO "GEN. CONSTRUCTION NOTES.")

20. EXISTING CEILING TILE, DOORS, BUCKS, WALL PANEL SYSTEM, LIGHTING FIXTURES, CARPETING, ETC. THAT ARE TO BE REMOVED SHALL BE HANDLED CAREFULLY AND STORED IN A SECURE AREA(S) G.C. SHALL COORDINATE WITH TENANT AND / OR BUILDING MANAGEMENT ON ITEMS TO BE SALVAGED BEFORE REMOVAL.

21. REMOVE ALL EXISTING INERT ELECTRICAL AND TELEPHONE WIRING AND DEVICES. THE GENERAL CONTRACTOR SHALL VERIFY WITH BUILDING MANAGEMENT AND THE BANK PRIOR TO START OF DEMOLITION AND / OR CONSTRUCTION.

22. PROVIDE PROTECTION AND SEAL ALL WINDOWS, HVAC REGISTERS, AIR RETURN OUTLETS, RADIATORS, CONVECTOR ENCLOSURES AND PLUMBING FIXTURES PRIOR TO START OF DEMOLITION / CONSTRUCTION.

23. WHERE INDICATED REMOVE ALL EXISTING PI SLEEVES PROJECTING THROUGH CORE WALL, FLOOR AND CEILING SLABS, EXISTING PIPES SHALL BE CAPPED WITHIN WALL OR SLAB. PATCH AND REPAIR AS REQUIRED.

24. WHERE SUSPENDED CEILING SYSTEM IS INDICATED FOR REMOVAL, EXISTING BLACK IRON SYSTEM SHALL REMAIN UNLESS OTHERWISE NOTED.25. G.C. SHALL COORDINATE ALL PHASES OF DEMOLITION AS NECESSARY FOR THE SATISFACTORY COMPLETION OF THE WORK.

26. DRYWALLS AND / OR SHEET METAL WINDOW POCKETS AND ASSOCIATED RETURN AIR GRILLES SHALL REMAIN (U.O.N.).

27. REFER TO ENGINEERING DOCUMENTS FOR AN REMOVALS ASSOCIATED WITH AIR HANDLING EQUIPMENT, DUCTWORK, CONTROLS, SUPPLY DIFFUSERS AND RETURN AIR REGISTERS.

28. ALL BUILDING CORE & EXIT STAIR DOORS SHALL REMAIN (U.O.N.).

29. ALL CARPETING, PADDING AND ASSOCIATED MASTIC RESIDUE SHALL BE REMOVED (U.O.N.).

30. REFER TO DRAWINGS FOR EXTENT OF RESILIENT, WOOD & STONE BASE REMOVAL.

31. AT ALL TIMES CONTRACTOR SHALL MAINTAIN:

1. OPERABLE EXIT SIGNAGE AND EGRESS LIGHTING.

2. SAFE EGRESS PASSAGE TO ALL EXITS.

3. ACTIVE FIRE SUPPRESSION SYSTEM(S).

32. USE ELECTRIC SAWS ONLY: FUEL POWERED EQUIPMENT IS NOT PERMITTED.

33. CONTRACTOR SHALL PROVIDE SHOE-WIPING MATS AT ALL ENTRY POINTS TO ADJACENT AREAS EXCLUDED FROM DEMOLITION WORK.

NIC

NIC

NIC

UNIT 3CG

02D

01D

05D

03D

G

G

UNIT 4A

UNIT 4D

NIC

NIC

03D

01D

01D

01D

05D03D

05D

03D

05D02D

05D

02D

03D

02D

03D

05D

DEMOLITION NOTES

1. ALL UNIT FLOORS TO BE REMOVED DOWN TO SUBFLOOR2. EXISTING WINDOWS TO REMAIN3. EXISTING GAS METERS TO BE REMOVED FROM UNIT. GAS LINE TO BE CAPPED ATCELLAR LEVEL, RISERS TO BE ABANDONED4. EXISTING PLUMBING RISERS TO REMAIN5. EXISTING FIREPLACES TO REMAIN6. SEE PLUMBING PLANS FOR FIXTURE REMOVAL/ RELOCATION7. EXISTING CABINETS, COUNTERTOPS, AND SHELVING TO BE DEMOLISHED ANDREMOVED

DEMOLITION LEGEND

TO BE REMOVED/ DEMOLISHED

TO REMAIN(GREY)

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

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302-1

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rvt


DM-101.00

THIRD AND FOURTH FLOORDEMOLITION PLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

8 61

JR

ML

3/16" = 1'-0"1

DEMOLITION LEVEL 3 3/16" = 1'-0"

2DEMOLITION LEVEL 4

DEMOLITION KEY

TAGS NOTES

01D EXISTING RATED DOOR LEAF TO BE REPLACED IN EXISTING LOCATION

02D EXISTING PARTITIONS TO BE DEMOLISHED, TYP.

03D EXISTING PARTITIONS TO REMAIN, TYP.

05D EXISTING DOOR AND FRAME TO BE REMOVED, TYP.

NIC

G

UNIT 5B

01D

05D

02D

03D

03D02D

NIC

NIC

NIC

NIC

UNIT 6CG

02D

01D

05D

03D

DEMOLITION NOTES


DEMOLITION LEGEND


TO REMAIN(GREY)

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

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1 2 3 4 5

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AC

302-1

6-0

1160 E

48th

St_

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(1).

rvt


DM-102.00

FIFTH AND SIXTH FLOORDEMOLITION PLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

9 61

JR

ML

3/16" = 1'-0"1


2DEMOLITION LEVEL 6

DEMOLITION KEY

TAGS NOTES





UP NIC

NIC

UNIT 7CG

UNIT 7B

G

02D

01D

05D

03D

01D

01D

05D

02D

03D

03D02D

UNIT 8D

NICNIC

NIC

G

03D

01D

05D

02D

03D

02D

03D

05D

DEMOLITION NOTES


DEMOLITION LEGEND


TO REMAIN(GREY)

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

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\CD

C 3

02 M

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AC

302-1

6-0

1160 E

48th

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(1).

rvt


DM-103.00

SEVENTH AND EIGHTH FLOORDEMOLITION PLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

10 61

JR

ML

3/16" = 1'-0"1


2DEMOLITION LEVEL 8

DEMOLITION KEY

TAGS NOTES





UP

UNIT 10CG

UNIT 10B

G

UNIT 10A

G

NIC

02D

01D

05D

03D

01D

01D

01D

01D

05D

02D

03D

03D02D

05D03D

05D

03D

05D02D

NIC

NIC

03D

01D

01D

05D

02D

03D

03D02D

05D

02D

03D

02D

03D

05D

UNIT 12B

UNIT 12D

DEMOLITION NOTES


DEMOLITION LEGEND


TO REMAIN(GREY)

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

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AC

302-1

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1160 E

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St_

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(1).

rvt


DM-104.00

10TH AND 12TH FLOORDEMOLITION PLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

11 61

JR

ML

3/16" = 1'-0"1


2DEMOLITION LEVEL 12

DEMOLITION KEY

TAGS NOTES





UP

NIC

NIC

NIC

02D

01D

05D

03D

UNIT 13C

NIC

02D

01D

05D

03D

01D

01D

01D

01D

03D

05D03D

05D

03D

05D02D

05D

02D

03D

02D

03D

05D

UNIT 14C

UNIT 14D

UNIT 14A

DEMOLITION NOTES


DEMOLITION LEGEND


TO REMAIN(GREY)

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

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302-1

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rvt


DM-105.00

13TH AND 14TH FLOORDEMOLITION PLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

12 61

JR

ML

3/16" = 1'-0"1


2DEMOLITION LEVEL 14

DEMOLITION KEY

TAGS NOTES





UP NIC

NIC

02D

01D

05D

03D

01D

01D

05D

02D

03D

03D02D

UNIT 16B

UNIT 16C

DEMOLITION NOTES


DEMOLITION LEGEND


TO REMAIN(GREY)

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

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rvt


DM-106.00

16TH FLOOR DEMOLITIONPLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

13 61

JR

ML

3/16" = 1'-0"1

DEMOLITION LEVEL 16

DEMOLITION KEY

TAGS NOTES





CL

FOYER

BATHROOM40 SF

KITCHENETTE/STUDIO APARTMENT

264 SF

15

' - 7

1/4

"0

' - 6

1/2

"7

' - 4

1/2

"

5' - 5 1/2"

12

' - 1

1 3

/4"

3' -

0 1

/4"

3' -

6"

9' - 11 1/2" 5' - 0" 3' - 9 3/4"

18' - 6 1/2"

C

NIC

NIC

NIC

114

107

110

112

4

1

1

1

1

1

UNIT 3C

(TYPE B)

CONSTRUCTION NOTES

1. NEW FLOORING IN UNITS AND NEW TILE FLOOR AND TILE WALLS IN BATHROOM, SEEFINISH PACKAGE2. NEW CABINETS, COUNTERTOPS, AND SHELVING TO BE INSTALLED3. SAND, SCRAPE, AND PAINT ALL EXISTING WALLS4. NEW TRIM THROUGHOUT, SEE INTERIOR DESIGN PACKAGE5. ALL NEW INTERIOR DOORS THROUGHOUT UNIT6. REFERENCE INTERIOR DESIGN PACKAGE FOR ALL FINISHES AND APPLIANCESELECTIONS7. SEE PLUMBING PLANS FOR NEW/ RELOCATED FIXTURES

CONSTRUCTION LEGEND

NEW WALLS

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

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A-101.00

PROPOSED THRID FLOORPLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

14 61

JR

ML

1/4" = 1'-0"1

PROPOSED LEVEL 3

UP

CL

CL

CL

CLCL

CL

CL

CL CL

KITCHENETTE74 SF

FOYER28 SF

LIVING ROOM276 SF BEDROOM 1

181 SF

BATHROOM 142 SF

BEDROOM 2134 SF

BATHROOM 259 SF

BEDROOM 3152 SF

FOYER

BEDROOM 2103 SF

BEDROOM 1169 SF

BATHROOM 238 SF

LIVING ROOM179 SF

KITCHENETTE62 SF

BATHROOM 161 SF

18' - 6 3/4" 14' - 0 1/2" 6' - 9" 8' - 5"3' -

9"

3' -

6"

4' - 0" 3' - 4 1/2" 2' - 6 3/4"

2' -

4"

5' -

0 1

/2"

4' -

11

1/2

"

15' - 1" 6' - 3 1/2" 13' - 5 1/2"

10

' - 4

1/2

"

8' -

3"

2' -

9"

20

' - 9

"

4' - 0 1/4"

2' -

7 1

/2"

1' -

10

"

7' -

11

3/4

"

11' - 11"

6' -

3 1

/4"

5' -

0"

4' -

2 1

/2"

5' - 10 3/4"

15' - 10 1/4" 5' - 9 1/2" 3' - 7" 3' - 6 1/2" 8' - 5 1/4"

15' - 5"

115

114

109104

110

107

103

107

107

110

107107

109

114

110107

112

105

109 109

107

107

107

1

1

1

1

21

1 2

22

2

1 1

11

1

1

2

2

4

4

1

1

1

1 1

11

2

2

2

1

1

1

1

222

1

1

1

1

1

NIC

NIC

UNIT 4A

UNIT 4D

4' -

10

"3

' - 6

"8

' - 2

1/2

"4

' - 9

3/4

"

9' - 6 7/32" 2' - 10 3/4" 6' - 5 9/32"

16' - 3" 5' - 0" 4' - 9 1/2" 2' - 4" 4' - 8 1/8" 4' - 11 3/8"

10

' - 4

3/4

"2

' - 2

"1

' - 1

0 1

/2"

6' -

9"

2' -

4 3

/4"

7' -

0 1

/2"

3' -

9 1

/2"

10

' - 4

3/4

"

1' - 8" 4' - 3 3/4" 12' - 9 1/4"

4' - 5" 9' - 11 3/4" 1' - 1"

11

' - 1

1/4

"2

' - 7

1/2

"6

' - 7

1/2

"

9' -

1 1

/4"

1' -

11

"

6' - 4" 7' - 1 1/2"

(TYPE B)

(TYPE B)

(TYPE A)

(TYPE B)

CONSTRUCTION NOTES


CONSTRUCTION LEGEND

NEW WALLS

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-102.00

PROPOSED FOURTH FLOORPLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

15 61

JR

ML

1/4" = 1'-0"1

PROPOSED LEVEL 4

BEDROOM 2151 SF

BATHROOM 248 SF

BEDROOM 3109 SF

BATHROOM 145 SF

BEDROOM 1156 SF

HALLWAY

WIC

CL

CL

CL

KITCHENETTE/LIVING ROOM

293 SF

FOYER

13' - 7 3/4" 2' - 5 1/2" 5' - 11 3/4" 10' - 6 1/4" 12' - 1 3/4"

20

' - 9

1/2

"

9' -

11

1/4

"2

' - 4

3/4

"1

0' -

1"

3' - 6" 2' - 11 3/4" 9' - 5" 11' - 0"

4' -

0 3

/4"

5' -

9 1

/2"

8' -

3"

9' - 1 1/4"

9' -

10

"5

' - 9

1/2

"1

0' -

3"

15' - 4 1/2"

110

107

107

107

112

107110

107104

105

114

1

1

1

1

1

1

1

4

1

1

1

1

1

1

1

1

1

UNIT 5B

NIC

NIC

3' - 5 3/4" 6' - 3"

3' -

0 1

/2"

3' -

0"

3' -

10

1/4

"6

' - 4

3/4

"

(TYPE B)

(TYPE B)

CONSTRUCTION LEGEND

NEW WALLS

CONSTRUCTION NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-103.00

PROPOSED FIFTH FLOORPLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

16 61

JR

ML

1/4" = 1'-0"1

PROPOSED LEVEL 5

CL

FOYER


264 SF

114

107

110

112

4

1

1

1

1

1

NIC

NIC

NIC

UNIT 6C

15

' - 7

1/4

"0

' - 6

1/2

"7

' - 4

1/2

"

5' - 5 1/2"

12

' - 1

1 3

/4"

3' -

0 1

/4"

3' -

6"

9' - 11 1/2" 5' - 0" 3' - 9 3/4"

18' - 6 1/2"

BATHROOM40 SF

(TYPE B)

CONSTRUCTION LEGEND

NEW WALLS

CONSTRUCTION NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-104.00

PROPOSED SIXTH FLOORPLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

17 61

JR

ML

1/4" = 1'-0"1

PROPOSED LEVEL 6

UP

BEDROOM 2151 SF

BEDROOM 3109 SF

BEDROOM 1156 SF

HALLWAY

WIC

CL

CL

CL

FOYER

CL

FOYER

110

107

107

107

112

107110

107104

105

114

115

114

107

110

112

1

1

1

1

1

1

1

4

4

1

1

1

1

1

1

1

1

1

1

1

1

1

1

NIC

NIC

UNIT 7C

UNIT 7B


293 SF


264 SF

15

' - 7

1/4

"0

' - 6

1/2

"7

' - 4

1/2

"

5' - 5 1/2"

12

' - 1

1 3

/4"

3' -

0 1

/4"

3' -

6"

9' - 11 1/2" 5' - 0" 3' - 9 3/4"

18' - 6 1/2"

13' - 7 3/4" 2' - 5 1/2" 5' - 11 3/4" 10' - 6 1/4" 12' - 1 3/4"

20

' - 9

1/2

"

9' -

11

1/4

"2

' - 4

3/4

"1

0' -

1"

3' - 6" 2' - 11 3/4" 9' - 5" 11' - 0"

4' -

0 3

/4"

5' -

9 1

/2"

8' -

3"

9' - 1 1/4"

9' -

10

"5

' - 9

1/2

"1

0' -

3"

15' - 4 1/2"

3' - 5 3/4" 6' - 3"

3' -

0 1

/2"

3' -

0"

3' -

10

1/4

"6

' - 4

3/4

"

BATHROOM40 SF

(TYPE B)

BATHROOM 248 SF

BATHROOM 145 SF

(TYPE B)

(TYPE B)

CONSTRUCTION LEGEND

NEW WALLS

CONSTRUCTION NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-105.00

PROPOSED SEVENTH FLOORPLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

18 61

JR

ML

1/4" = 1'-0"1

PROPOSED LEVEL 7

CL

CL

CL CL

FOYER

BEDROOM 2103 SF

BEDROOM 1169 SF

LIVING ROOM179 SF

KITCHENETTE62 SF

114

110107

112

105

109 109

107

107

107

4

1

1

1

1 1

11

2

2

2

1

1

1

1

2

2

2

1

1

1

1

NICNIC

NIC

UNIT 8D

18' - 6 3/4" 14' - 0 1/2" 6' - 9" 8' - 5"

6' -

3 1

/4"

5' -

0"

4' -

2 1

/2"

5' - 10 3/4"

15' - 10 1/4" 5' - 9 1/2" 3' - 7" 3' - 6 1/2" 8' - 5 1/4"

15' - 5"

4' -

10

"3

' - 6

"8

' - 2

1/2

"4

' - 9

3/4

"

9' - 6 7/32" 2' - 10 3/4" 6' - 5 9/32"

16' - 3" 5' - 0" 4' - 9 1/2" 2' - 4" 4' - 8 1/8" 4' - 11 3/8"

10

' - 4

3/4

"2

' - 2

"1

' - 1

0 1

/2"

6' -

9"

2' -

4 3

/4"

7' -

0 1

/2"

3' -

9 1

/2"

10

' - 4

3/4

"

1' - 8" 4' - 3 3/4" 12' - 9 1/4"

BATHROOM 238 SF

BATHROOM 161 SF

(TYPE B)

(TYPE B)

CONSTRUCTION LEGEND

NEW WALLS

CONSTRUCTION NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-106.00

PROPOSED EIGHTH FLOORPLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

19 61

JR

ML

1/4" = 1'-0"1

PROPOSED LEVEL 8

UP

UP

BEDROOM 2151 SF

BEDROOM 3109 SF

BEDROOM 1156 SF

HALLWAY

WIC

CL

CL

CL

FOYER

CL

CL

CL

CLCL

CL

KITCHENETTE74 SF

FOYER28 SF


181 SF

BEDROOM 2134 SFBEDROOM 3

152 SF

FOYER

110

107

107

107

112

107110

107104

105

114

115

115

114

109 104

110

107

103

107

107

110

107107

109

114

107

110

112

1

1

1

1

1

1

1

4

4

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

21

1 2

22

2

1 1

11

1

1

2

2

4

1

NIC

UNIT 10B

UNIT 10A

UNIT 10C


293 SF


264 SF

15

' - 7

1/4

"0

' - 6

1/2

"7

' - 4

1/2

"

5' - 5 1/2"

12

' - 1

1 3

/4"

3' -

0 1

/4"

3' -

6"

9' - 11 1/2" 5' - 0" 3' - 9 3/4"

18' - 6 1/2"

13' - 7 3/4" 2' - 5 1/2" 5' - 11 3/4" 10' - 6 1/4" 12' - 1 3/4"

20

' - 9

1/2

"

9' -

11

1/4

"2

' - 4

3/4

"1

0' -

1"

3' - 6" 2' - 11 3/4" 9' - 5" 11' - 0"

4' -

0 3

/4"

5' -

9 1

/2"

8' -

3"

9' - 1 1/4"

9' -

10

"5

' - 9

1/2

"1

0' -

3"

15' - 4 1/2"

3' - 5 3/4" 6' - 3"

3' -

0 1

/2"

3' -

0"

3' -

10

1/4

"6

' - 4

3/4

"

18' - 6 3/4" 14' - 0 1/2" 6' - 9" 8' - 5"3' -

9"

3' -

6"

4' - 0" 3' - 4 1/2" 2' - 6 3/4"

2' -

4"

5' -

0 1

/2"

4' -

11

1/2

"

15' - 1" 6' - 3 1/2" 13' - 5 1/2"

10

' - 4

1/2

"

8' -

3"

2' -

9"

20

' - 9

"

4' - 0 1/4"

2' -

7 1

/2"

1' -

10

"

7' -

11

3/4

"

11' - 11"

4' - 5" 9' - 11 3/4" 1' - 1"

11

' - 1

1/4

"2

' - 7

1/2

"6

' - 7

1/2

"

9' -

1 1

/4"

1' -

11

"

6' - 4" 7' - 1 1/2"

BATHROOM40 SF

(TYPE B)

BATHROOM 142 SF

BATHROOM 259 SF

(TYPE A)

(TYPE B)

BATHROOM 248 SF

BATHROOM 145 SF

(TYPE B)

(TYPE B)

CONSTRUCTION LEGEND

NEW WALLS

CONSTRUCTION NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-107.00

PROPOSED 10TH FLOORPLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

20 61

JR

ML

1/4" = 1'-0"1

PROPOSED LEVEL 10

BEDROOM 2151 SF

BEDROOM 3109 SF

BEDROOM 1156 SF

HALLWAY

WIC

CL

CL

CL

FOYER

CL

CL

CL CL

FOYER

BEDROOM 2103 SF

BEDROOM 1169 SF

LIVING ROOM179 SF

KITCHENETTE62 SF

110

107

107

107

112

107110

107104

105

114

114

110107

112

105

109 109

107

107

107

1

1

1

1

1

1

1

4

1

1

1

1

1

1

1

1

1

4

1

1

1

1 1

11

2

2

2

1

1

1

1

2

2

2

1

1

1

1

NIC

NIC

UNIT 12B

UNIT 12D


293 SF

13' - 7 3/4" 2' - 5 1/2" 5' - 11 3/4" 10' - 6 1/4" 12' - 1 3/4"

20

' - 9

1/2

"

9' -

11

1/4

"2

' - 4

3/4

"1

0' -

1"

3' - 6" 2' - 11 3/4" 9' - 5" 11' - 0"

4' -

0 3

/4"

5' -

9 1

/2"

8' -

3"

9' - 1 1/4"

9' -

10

"5

' - 9

1/2

"1

0' -

3"

15' - 4 1/2"

3' - 5 3/4" 6' - 3"

3' -

0 1

/2"

3' -

0"

3' -

10

1/4

"6

' - 4

3/4

"

6' -

3 1

/4"

5' -

0"

4' -

2 1

/2"

5' - 10 3/4"

15' - 10 1/4" 5' - 9 1/2" 3' - 7" 3' - 6 1/2" 8' - 5 1/4"

15' - 5"

4' -

10

"3

' - 6

"8

' - 2

1/2

"4

' - 9

3/4

"

9' - 6 7/32" 2' - 10 3/4" 6' - 5 9/32"

16' - 3" 5' - 0" 4' - 9 1/2" 2' - 4" 4' - 8 1/8" 4' - 11 3/8"

10

' - 4

3/4

"2

' - 2

"1

' - 1

0 1

/2"

6' -

9"

2' -

4 3

/4"

7' -

0 1

/2"

3' -

9 1

/2"

10

' - 4

3/4

"

1' - 8" 4' - 3 3/4" 12' - 9 1/4"

BATHROOM 248 SF

BATHROOM 145 SF

(TYPE B)

(TYPE B)

BATHROOM 238 SF

BATHROOM 161 SF

(TYPE B)

(TYPE B)

CONSTRUCTION LEGEND

NEW WALLS

CONSTRUCTION NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-108.00


CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

21 61

JR

ML

1/4" = 1'-0"1

PROPOSED LEVEL 12

CL

FOYER

114

107

110

112

4

1

1

1

1

1

NIC

NIC

NIC

UNIT 13C


264 SF

15

' - 7

1/4

"0

' - 6

1/2

"7

' - 4

1/2

"

5' - 5 1/2"

12

' - 1

1 3

/4"

3' -

0 1

/4"

3' -

6"

9' - 11 1/2" 5' - 0" 3' - 9 3/4"

18' - 6 1/2"

BATHROOM40 SF

(TYPE B)

CONSTRUCTION LEGEND

NEW WALLS

CONSTRUCTION NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-109.00


CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

22 61

JR

ML

1/4" = 1'-0"1

PROPOSED LEVEL 13

UP

UP

CL

CL

CL

CLCL

CL

CL

CL

CL CL

KITCHENETTE74 SF

FOYER28 SF


181 SF

BEDROOM 2134 SFBEDROOM 3

152 SF

FOYER

FOYER

BEDROOM 2103 SF

BEDROOM 1169 SF

LIVING ROOM179 SF

KITCHENETTE62 SF

115

115

114

109 104

110

107

103

107

107

110

107

107

109

114

114

107

110

112

110107

112

105

109 109

107

107

107

4

4

1

1

1

1

1

1

1

1

1

21

1 2

22

2

1 1

11

1

1

2

2

4

4

1

1

1

1 1

11

2

2

2

1

1

1

1

2

2

2

1

1

1

1

1

NIC

UNIT 14D

UNIT 14C

UNIT 14A


264 SF

15

' - 7

1/4

"0

' - 6

1/2

"7

' - 4

1/2

"

5' - 5 1/2"

12

' - 1

1 3

/4"

3' -

0 1

/4"

3' -

6"

9' - 11 1/2" 5' - 0" 3' - 9 3/4"

18' - 6 1/2"

6' -

3 1

/4"

5' -

0"

4' -

2 1

/2"

5' - 10 3/4"

15' - 10 1/4" 5' - 9 1/2" 3' - 7" 3' - 6 1/2" 8' - 5 1/4"

15' - 5"

4' -

10

"3

' - 6

"8

' - 2

1/2

"4

' - 9

3/4

"

9' - 6 7/32" 2' - 10 3/4" 6' - 5 9/32"

16' - 3" 5' - 0" 4' - 9 1/2" 2' - 4" 4' - 8 1/8" 4' - 11 3/8"

10

' - 4

3/4

"2

' - 2

"1

' - 1

0 1

/2"

6' -

9"

2' -

4 3

/4"

7' -

0 1

/2"

3' -

9 1

/2"

10

' - 4

3/4

"

1' - 8" 4' - 3 3/4" 12' - 9 1/4"

18' - 6 3/4" 14' - 0 1/2" 6' - 9" 8' - 5"3' -

9"

3' -

6"

4' - 0" 3' - 4 1/2" 2' - 6 3/4"

2' -

4"

5' -

0 1

/2"

4' -

11

1/2

"

15' - 1" 6' - 3 1/2" 13' - 5 1/2"

10

' - 4

1/2

"

8' -

3"

2' -

9"

20

' - 9

"

4' - 0 1/4"

2' -

7 1

/2"

1' -

10

"

7' -

11

3/4

"

11' - 11"

4' - 5" 9' - 11 3/4" 1' - 1"

11

' - 1

1/4

"2

' - 7

1/2

"6

' - 7

1/2

"

9' -

1 1

/4"

1' -

11

"

6' - 4" 7' - 1 1/2"

BATHROOM40 SF

(TYPE B)

BATHROOM 142 SF

BATHROOM 259 SF

BATHROOM 238 SF

BATHROOM 161 SF

(TYPE B)

(TYPE B)

(TYPE A)

(TYPE B)

CONSTRUCTION LEGEND

NEW WALLS

CONSTRUCTION NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-110.00


CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

23 61

JR

ML

1/4" = 1'-0"1

PROPOSED LEVEL 14

UP

BEDROOM 2151 SF

BEDROOM 3109 SF

BEDROOM 1156 SF

HALLWAY

WIC

CL

CL

CL

FOYER

CL

FOYER

110

107

107

107

112

107110

107104

105

114

115

114

107

110

112

1

1

1

1

1

1

1

4

4

1

1

1

1

1

1

1

1

1

1

1

1

1

1

NIC

NIC

UNIT 16C

UNIT 16B


293 SF


264 SF

15

' - 7

1/4

"0

' - 6

1/2

"7

' - 4

1/2

"

5' - 5 1/2"

12

' - 1

1 3

/4"

3' -

0 1

/4"

3' -

6"

9' - 11 1/2" 5' - 0" 3' - 9 3/4"

18' - 6 1/2"

13' - 7 3/4" 2' - 5 1/2" 5' - 11 3/4" 10' - 6 1/4" 12' - 1 3/4"

20

' - 9

1/2

"

9' -

11

1/4

"2

' - 4

3/4

"1

0' -

1"

3' - 6" 2' - 11 3/4" 9' - 5" 11' - 0"

4' -

0 3

/4"

5' -

9 1

/2"

8' -

3"

9' - 1 1/4"

9' -

10

"5

' - 9

1/2

"1

0' -

3"

15' - 4 1/2"

3' - 5 3/4" 6' - 3"

3' -

0 1

/2"

3' -

0"

3' -

10

1/4

"6

' - 4

3/4

"

BATHROOM40 SF

(TYPE B)

BATHROOM 248 SF

BATHROOM 145 SF

(TYPE B)

(TYPE B)

CONSTRUCTION LEGEND

NEW WALLS

CONSTRUCTION NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-111.00


CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

24 61

JR

ML

1/4" = 1'-0"1

PROPOSED LEVEL 16

NIC

NIC

NIC

3' -

8 1

/4"

2' - 8 3/4"

2' -

3 3

/4"

2' - 5 7/8" 4' - 11 3/4"

4' - 7"

EQ

EQ 3

' - 1

5/8

"

1' - 10 7/8"

3' - 3 1/4" 6' - 0" 6' - 0"

6' -

9 9

/16

"3

' - 1

7/3

2"

6' - 0" 6' - 0"

6' -

9 9

/16

"

6' -

9 9

/16

"

UNIT 3C

RCP NOTES

1. EXISTING CEILINGS TO REMAIN2. NEW HAT CHANNEL AND 5/8" GYP. CEILING TO BE INSTALLED FOR LIGHTING ANDELECTRICAL, SEE DETAIL 9 ON A-501.003. NEW SWITCHES THROUGHOUT

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-201.00

PROPOSED THRID FLOORRCP

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

25 61

JR

ML

1/4" = 1'-0"1

PROPOSED LEVEL 3 RCP

EQ

EQ

1' -

10

1/2

"

1' -

11

3/4

"

6' - 0" 6' - 0" 3' - 3 3/8"

3' - 4 3/8" 6' - 8 3/4"

7' -

8 1

/2"

7' -

8 1

/2"

2' -

11

1/4

"

7' -

8 1

/2"

7' -

8 1

/2"

6' - 8 3/4"

6' - 8 3/4"

6' -

1 7

/8"

3' -

8 1

5/1

6"

3' - 1 3/16" 6' - 2 11/32"

6' - 2 11/32"

6' -

1 7

/8"

2' - 8 7/32"

2' -

6 3

/32

"

2' -

5 3

/4"

4' - 2 1/2"

2' -

8 1

5/1

6"

4' -

2 7

/8"

3' - 1 5/8" 6' - 2 3/4"

4' -

2 7

/8"

6' - 2 3/4"2' - 8 31/32"

5' -

9 1

3/1

6"

3' -

11

7/8

"4

' - 4

3/1

6"

3' - 9 1/4" 7' - 6 17/32"

7' - 6 17/32"

3' -

11

7/8

"

5' -

7 1

/8"

2' -

9 9

/16

"

7' - 6" 3' - 9"

7' - 6"

5' -

7 1

/8"

4' - 3 1/8" 3' - 1 9/16"

3' -

0" 4' - 0 5/8"

3' -

5"

2' - 6"

3' -

9 3

/8"

EQ

EQ

4' - 1 7/32" 1' - 9 1/4"

6' -

0"

2' -

1 9

/16

"

EQ EQ

2' - 2 3/32"

2' -

7 3

/4"

4' -

3 1

/4"

1' -

7 7

/8"

6' - 4 5/8" 3' - 2 5/16"

6' - 4 5/8"

4' -

3 1

/4"

2' -

7 3

/16

"5

' - 2

3/8

"

3' - 10 1/4" 7' - 8 1/2"

7' - 8 1/2"

5' -

2 3

/8"

NIC

NIC

UNIT 4D

UNIT 4A

RCP NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-202.00

PROPOSED FOURTH FLOORRCP

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

26 61

JR

ML

1/4" = 1'-0"1


6' - 9 29/32"

5' -

1 1

/2"

2' -

6 3

/4"

3' - 4 15/16" 6' - 9 29/32"

5' -

1 1

/2"

4' -

7 3

/32

"

2' - 11 29/32"

2' - 5 5/32" 4' - 10 5/16"

4' -

11

9/1

6"

2' -

5 2

9/3

2"

4' - 10 5/16" 4' -

11

9/1

6"

4' - 6 5/8"

2' -

6"

4' -

11

1/1

6"

2' -

5 1

3/3

2"

7' - 8 7/8" 3' - 10 3/16"

7' - 8 7/8"

4' -

11

1/1

6"

EQ EQ

EQ EQ

2' - 4 1/4"

5' -

2 3

/8"

5' -

3 5

/8"

2' -

1 7

/8"

3' - 0 1/2" 4' - 1"

3' -

4 3

/4"

1' -

10

7/8

"

6' - 8 1/2" 1' - 9"

2' - 9" 5' - 6"

7' -

6 9

/16

"7

' - 6

9/1

6"

3' -

2 3

/16

"

7' -

6 9

/16

"7

' - 6

9/1

6"

5' - 6"

5' - 6"

NIC

NIC

UNIT 5B

RCP NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-203.00

PROPOSED FIFTH FLOOR RCP

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

27 61

JR

ML

1/4" = 1'-0"1


3' -

8 1

/4"

2' - 8 3/4"

2' -

3 3

/4"

2' - 5 7/8" 4' - 11 3/4"

4' - 7"

EQ

EQ 3

' - 1

5/8

"

1' - 10 7/8"

3' - 3 1/4" 6' - 0" 6' - 0"

6' -

9 9

/16

"3

' - 1

7/3

2"

6' - 0" 6' - 0"

6' -

9 9

/16

"

6' -

9 9

/16

"

NIC

NIC

NIC

UNIT 6C

RCP NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-204.00

PROPOSED SIXTH FLOORRCP

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

28 61

JR

ML

1/4" = 1'-0"1


6' - 9 29/32"

5' -

1 1

/2"

2' -

6 3

/4"

3' - 4 15/16" 6' - 9 29/32"

5' -

1 1

/2"

4' -

7 3

/32

"

2' - 11 29/32"

2' - 5 5/32" 4' - 10 5/16"

4' -

11

9/1

6"

2' -

5 2

9/3

2"

4' - 10 5/16" 4' -

11

9/1

6"

4' - 6 5/8"

2' -

6"

4' -

11

1/1

6"

2' -

5 1

3/3

2"

7' - 8 7/8" 3' - 10 3/16"

7' - 8 7/8"

4' -

11

1/1

6"

EQ EQ

EQ EQ

2' - 4 1/4"

5' -

2 3

/8"

5' -

3 5

/8"

2' -

1 7

/8"

3' - 0 1/2" 4' - 1"

3' -

4 3

/4"

1' -

10

7/8

"

6' - 8 1/2" 1' - 9"

2' - 9" 5' - 6"

7' -

6 9

/16

"7

' - 6

9/1

6"

3' -

2 3

/16

"

7' -

6 9

/16

"7

' - 6

9/1

6"

5' - 6"

5' - 6"

3' -

8 1

/4"

2' - 8 3/4"

2' -

3 3

/4"

2' - 5 7/8" 4' - 11 3/4"

4' - 7"

EQ

EQ 3

' - 1

5/8

"

1' - 10 7/8"

3' - 3 1/4" 6' - 0" 6' - 0"

6' -

9 9

/16

"3

' - 1

7/3

2"

6' - 0" 6' - 0"

6' -

9 9

/16

"

6' -

9 9

/16

"

NIC

NIC

UNIT 7C

UNIT 7B

RCP NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-205.00

PROPOSED SEVENTH FLOORRCP

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

29 61

JR

ML

1/4" = 1'-0"1


5' -

7 1

/8"

2' -

9 9

/16

"

7' - 6" 3' - 9"

7' - 6"

5' -

7 1

/8"

4' - 3 1/8" 3' - 1 9/16"

3' -

0" 4' - 0 5/8"

3' -

5"

2' - 6"

3' -

9 3

/8"

EQ

EQ

4' - 1 7/32" 1' - 9 1/4"

6' -

0"

2' -

1 9

/16

"

EQ EQ

2' - 2 3/32"

2' -

7 3

/4"

4' -

3 1

/4"

1' -

7 7

/8"

6' - 4 5/8" 3' - 2 5/16"

6' - 4 5/8"

4' -

3 1

/4"

2' -

7 3

/16

"5

' - 2

3/8

"

3' - 10 1/4" 7' - 8 1/2"

7' - 8 1/2"

5' -

2 3

/8"

NICNIC

NIC

UNIT 8D

RCP NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-206.00

PROPOSED EIGHTH FLOORRCP

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

30 61

JR

ML

1/4" = 1'-0"1


6' - 9 29/32"

5' -

1 1

/2"

2' -

6 3

/4"

3' - 4 15/16" 6' - 9 29/32"

5' -

1 1

/2"

4' -

7 3

/32

"

2' - 11 29/32"

2' - 5 5/32" 4' - 10 5/16"

4' -

11

9/1

6"

2' -

5 2

9/3

2"

4' - 10 5/16" 4' -

11

9/1

6"

4' - 6 5/8"

2' -

6"

4' -

11

1/1

6"

2' -

5 1

3/3

2"

7' - 8 7/8" 3' - 10 3/16"

7' - 8 7/8"

4' -

11

1/1

6"

EQ EQ

EQ EQ

2' - 4 1/4"

5' -

2 3

/8"

5' -

3 5

/8"

2' -

1 7

/8"

3' - 0 1/2" 4' - 1"

3' -

4 3

/4"

1' -

10

7/8

"

6' - 8 1/2" 1' - 9"

2' - 9" 5' - 6"

7' -

6 9

/16

"7

' - 6

9/1

6"

3' -

2 3

/16

"

7' -

6 9

/16

"7

' - 6

9/1

6"

5' - 6"

5' - 6"

EQ

EQ

1' -

10

1/2

"

1' -

11

3/4

"

6' - 0" 6' - 0" 3' - 3 3/8"

3' - 4 3/8" 6' - 8 3/4"

7' -

8 1

/2"

7' -

8 1

/2"

2' -

11

1/4

"

7' -

8 1

/2"

7' -

8 1

/2"

6' - 8 3/4"

6' - 8 3/4"

6' -

1 7

/8"

3' -

8 1

5/1

6"

3' - 1 3/16" 6' - 2 11/32"

6' - 2 11/32"

6' -

1 7

/8"

2' - 8 7/32"

2' -

6 3

/32

"

2' -

5 3

/4"

4' - 2 1/2"

2' -

8 1

5/1

6"

4' -

2 7

/8"

3' - 1 5/8" 6' - 2 3/4"

4' -

2 7

/8"

6' - 2 3/4"2' - 8 31/32"

5' -

9 1

3/1

6"

3' -

11

7/8

"4

' - 4

3/1

6"

3' - 9 1/4" 7' - 6 17/32"

7' - 6 17/32"

3' -

11

7/8

"

3' -

8 1

/4"

2' - 8 3/4"

2' -

3 3

/4"

2' - 5 7/8" 4' - 11 3/4"

4' - 7"

EQ

EQ 3

' - 1

5/8

"

1' - 10 7/8"

3' - 3 1/4" 6' - 0" 6' - 0"

6' -

9 9

/16

"3

' - 1

7/3

2"

6' - 0" 6' - 0"

6' -

9 9

/16

"

6' -

9 9

/16

"

NIC

UNIT 10C

UNIT 10B

UNIT 10A

RCP NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-207.00

PROPOSED 10TH FLOOR RCP

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

31 61

JR

ML

1/4" = 1'-0"1


6' - 9 29/32"

5' -

1 1

/2"

2' -

6 3

/4"

3' - 4 15/16" 6' - 9 29/32"

5' -

1 1

/2"

4' -

7 3

/32

"

2' - 11 29/32"

2' - 5 5/32" 4' - 10 5/16"

4' -

11

9/1

6"

2' -

5 2

9/3

2"

4' - 10 5/16" 4' -

11

9/1

6"

4' - 6 5/8"

2' -

6"

4' -

11

1/1

6"

2' -

5 1

3/3

2"

7' - 8 7/8" 3' - 10 3/16"

7' - 8 7/8"

4' -

11

1/1

6"

EQ EQ

EQ EQ

2' - 4 1/4"

5' -

2 3

/8"

5' -

3 5

/8"

2' -

1 7

/8"

3' - 0 1/2" 4' - 1"

3' -

4 3

/4"

1' -

10

7/8

"

6' - 8 1/2" 1' - 9"

2' - 9" 5' - 6"

7' -

6 9

/16

"7

' - 6

9/1

6"

3' -

2 3

/16

"

7' -

6 9

/16

"7

' - 6

9/1

6"

5' - 6"

5' - 6"

5' -

7 1

/8"

2' -

9 9

/16

"

7' - 6" 3' - 9"

7' - 6"

5' -

7 1

/8"

4' - 3 1/8" 3' - 1 9/16"

3' -

0" 4' - 0 5/8"

3' -

5"

2' - 6"

3' -

9 3

/8"

EQ

EQ

4' - 1 7/32" 1' - 9 1/4"

6' -

0"

2' -

1 9

/16

"

EQ EQ

2' - 2 3/32"

2' -

7 3

/4"

4' -

3 1

/4"

1' -

7 7

/8"

6' - 4 5/8" 3' - 2 5/16"

6' - 4 5/8"

4' -

3 1

/4"

2' -

7 3

/16

"5

' - 2

3/8

"

3' - 10 1/4" 7' - 8 1/2"

7' - 8 1/2"

5' -

2 3

/8"

NIC

NIC

UNIT 12D

UNIT 12B

RCP NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-208.00


CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

32 61

JR

ML

1/4" = 1'-0"1


3' -

8 1

/4"

2' - 8 3/4"

2' -

3 3

/4"

2' - 5 7/8" 4' - 11 3/4"

4' - 7"

EQ

EQ 3

' - 1

5/8

"

1' - 10 7/8"

3' - 3 1/4" 6' - 0" 6' - 0"

6' -

9 9

/16

"3

' - 1

7/3

2"

6' - 0" 6' - 0"

6' -

9 9

/16

"

6' -

9 9

/16

"

NIC

NIC

NIC

UNIT 13C

RCP NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-209.00


CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

33 61

JR

ML

1/4" = 1'-0"1


EQ

EQ

1' -

10

1/2

"

1' -

11

3/4

"

6' - 0" 6' - 0" 3' - 3 3/8"

3' - 4 3/8" 6' - 8 3/4"

7' -

8 1

/2"

7' -

8 1

/2"

2' -

11

1/4

"

7' -

8 1

/2"

7' -

8 1

/2"

6' - 8 3/4"

6' - 8 3/4"

6' -

1 7

/8"

3' -

8 1

5/1

6"

3' - 1 3/16" 6' - 2 11/32"

6' - 2 11/32"

6' -

1 7

/8"

2' - 8 7/32"

2' -

6 3

/32

"

2' -

5 3

/4"

4' - 2 1/2"

2' -

8 1

5/1

6"

4' -

2 7

/8"

3' - 1 5/8" 6' - 2 3/4"

4' -

2 7

/8"

6' - 2 3/4"2' - 8 31/32"

5' -

9 1

3/1

6"

3' -

11

7/8

"4

' - 4

3/1

6"

3' - 9 1/4" 7' - 6 17/32"

7' - 6 17/32"

3' -

11

7/8

"

3' -

8 1

/4"

2' - 8 3/4"

2' -

3 3

/4"

2' - 5 7/8" 4' - 11 3/4"

4' - 7"

EQ

EQ 3

' - 1

5/8

"

1' - 10 7/8"

3' - 3 1/4" 6' - 0" 6' - 0"

6' -

9 9

/16

"3

' - 1

7/3

2"

6' - 0" 6' - 0"

6' -

9 9

/16

"

6' -

9 9

/16

"

5' -

7 1

/8"

2' -

9 9

/16

"

7' - 6" 3' - 9"

7' - 6"

5' -

7 1

/8"

4' - 3 1/8" 3' - 1 9/16"

3' -

0" 4' - 0 5/8"

3' -

5"

2' - 6"

3' -

9 3

/8"

EQ

EQ

4' - 1 7/32" 1' - 9 1/4"

6' -

0"

2' -

1 9

/16

"

EQ EQ

2' - 2 3/32"

2' -

7 3

/4"

4' -

3 1

/4"

1' -

7 7

/8"

6' - 4 5/8" 3' - 2 5/16"

6' - 4 5/8"

4' -

3 1

/4"

2' -

7 3

/16

"5

' - 2

3/8

"

3' - 10 1/4" 7' - 8 1/2"

7' - 8 1/2"

5' -

2 3

/8"

NIC

UNIT 14D

UNIT 14C

UNIT 14A

RCP NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-210.00


CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

34 61

JR

ML

1/4" = 1'-0"1


6' - 9 29/32"

5' -

1 1

/2"

2' -

6 3

/4"

3' - 4 15/16" 6' - 9 29/32"

5' -

1 1

/2"

4' -

7 3

/32

"

2' - 11 29/32"

2' - 5 5/32" 4' - 10 5/16"

4' -

11

9/1

6"

2' -

5 2

9/3

2"

4' - 10 5/16" 4' -

11

9/1

6"

4' - 6 5/8"

2' -

6"

4' -

11

1/1

6"

2' -

5 1

3/3

2"

7' - 8 7/8" 3' - 10 3/16"

7' - 8 7/8"

4' -

11

1/1

6"

EQ EQ

EQ EQ

2' - 4 1/4"

5' -

2 3

/8"

5' -

3 5

/8"

2' -

1 7

/8"

3' - 0 1/2" 4' - 1"

3' -

4 3

/4"

1' -

10

7/8

"

6' - 8 1/2" 1' - 9"

2' - 9" 5' - 6"

7' -

6 9

/16

"7

' - 6

9/1

6"

3' -

2 3

/16

"

7' -

6 9

/16

"7

' - 6

9/1

6"

5' - 6"

5' - 6"

3' -

8 1

/4"

2' - 8 3/4"

2' -

3 3

/4"

2' - 5 7/8" 4' - 11 3/4"

4' - 7"

EQ

EQ 3

' - 1

5/8

"

1' - 10 7/8"

3' - 3 1/4" 6' - 0" 6' - 0"

6' -

9 9

/16

"3

' - 1

7/3

2"

6' - 0" 6' - 0"

6' -

9 9

/16

"

6' -

9 9

/16

"

NIC

NIC

UNIT 16B

UNIT 16C

RCP NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


A-211.00


CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

35 61

JR

ML

1/4" = 1'-0"1


METAL RUNNER ACOUSTICALSEALANT

SUBFLOOR

(1) LAYER 5/8"GYPSUM BOARD

UNFACED OWENS CORNINGSOUND ATTENUATION BATTINSULATION (OPTIONAL)

BOTTOM OF FINISHEDCEILING

METAL STUDWALL

NON FIRE RATED PARTITION

(1) LAYER 5/8" GYPSUM BOARD ON EACH SIDE OF 2 1/2" 18GA METAL STUDS WITH 2 1/2" UNFACED OWENS CORNINGSOUND ATTENUATION BATT INSULATION IN STUD CAVITY

1

2 1/2" 18 GA METAL STUDS WITHOUT UNFACED OWENSCORNING SOUND ATTENUATION BATT INSULATION IN STUDCAVITY

1A

(1) LAYER 5/8" GYPSUM BOARD ON EACH SIDE OF 1 5/8"18 GA METAL STUDS WITHOUT OWENS CORNING SOUNDATTENUATION BATT INSULATION IN STUD CAVITY

1B

(1) LAYER 5/8" GYPSUM BOARD ON EACH SIDE OF 1 3/4"18 GA METAL STUDS WITHOUT OWENS CORNING SOUNDATTENUATION BATT INSULATION IN STUD CAVITY

1C

1/2" SHEETROCK BRAND FIRECODE C CORE GYPSUM PANELS MOLD TOUGHFACE LAYER JOINTS FINISHED. 2 1/2" USG C-H STUD 25 GAUGE 24" O.C. 1: SHEETROCK BRAND GYPSUM LINEAR PANE.

System Performance2 HR FireUL Design No.U415 System B or U438(BSA 542-68-SM)

38 STC SoundUSG-040917

2

BOTTOM OFFINISHED CEILING

SUBFLOOR

NEW FLOORING

NEW BASEMOLDING TBD

2 1/2" USG C-H STUD25 GAUGE 24" O.C

1" SHEETROCK BRAND LINEARPANEL




SUBFLOOR


3" MINERAL WOOL BATTINSULATION

3-5/8" 20 GAMETAL STUD

BOTTOM OF SLAB

1 HR FIRE RATED PARTITION

(1) LAYER 5/8" GYPSUM BOARD APPLIED VERTICALLY ORHORIZONTALLY. SHEETROCK ULTRALIGHT FIRECODE XGYPSUM PANELS

3

5/8" DUROCK BRAND NEXTGEN CEMENT BOARD

UL # U404


SUBFLOOR


1" MINERAL WOOLBATTS FITTED INCAVITY

2 1/2" 25 GAMETAL STUD

BOTTOM OF CEILING

2 HR FIRE RATED PARTITION

TWO LAYERS OF 1/2 IN., 4 FT. BOARD, WITH BEVELED,SQUARE OR TAPERED EDGES, APPLIED VERTICALLY ORHORIZONTALLY. C-H SHAPED STUDS, 2 1/2 IN. WIDE BY 11/2 IN. DEEP, MIN 25 GAUGE STEEL SPACED @ 24 IN. O.C. 1IN. BY NOM. 2 FT. WIDE GYPSUM LINER PANELS. VERTICALEDGES INSERTED IN "H" SHAPED SECTION OF "C-H"STUDS.FREE EDGE OF END PANELS ATTACHED TO LONGLEG OF "J" RUNNERS.

4

UL DESIGN NO. U415 SYSTEM B(BSA 542-68-SM)2 HR FIRE48 STC


3/4" HARDWOODFLOORING

PROFLEX 90 MSCACOUSTICAL

FLOORINGUNDERLAYMENT

NOTE: STC RATING = 72 MIN ICC RATING = 68 MIN

EXISTING 3/4" PLYWOODSUBFLOOR TO REMAIN

1/2" TILE TBD

EXISTING 3/4" PLYWOODSUBFLOOR TO REMAIN

PROFLEX 90 MSCACOUSTICAL

FLOORINGUNDERLAYMENT

NOTE: STC RATING = 72 MIN ICC RATING = 68 MIN

LATICRETE 9235 W/ FIBERREINFORCING (SHALL

RETURN UP WALLS 6" MIN)

1/4" THINSET

EXISTING CEILING TO REMAIN

METAL RUNNER

2 1/2" METAL STUD @ 16" O.C.

5/8" GYPSUM PANEL

5/8" GYPSUM PANEL

NEW 4" EXHAUST PIPING

EXISTING WALL TO REMAIN

1' -

0"

1' - 0"

EXISTING STRUCTURAL CONCRETE FLOORABOVE, CONTRACTOR TO V.I.F.

NEW 5/8" GYPSUM CEILING

1 1/2" HAT CHANNEL0' -

1 1

/2"

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

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DETAILS

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1 1/2" = 1'-0"1

NON FIRE RATED PARTITION TYPE 3 1 1/2" = 1'-0"

2WALL_CHASE WALL_2 HR FIRE RATED_U415

1 1/2" = 1'-0"3

WALL_FIRE RATED PARTITION_1 HR_UL # U404 1 1/2" = 1'-0"

4WALL_INTERIOR PARTITION_2 HR FIRE RATED_U415 SYSTEM B

1 1/2" = 1'-0"6

FLOOR_HARDWOOD FLOOR DETAIL 1 1/2" = 1'-0"

7FLOOR_TILE FLOORING DETAIL

3" = 1'-0"5

SOFFIT_KITCHENETTE/ BATHROOM EXHAUST ENCLOSURE

1 1/2" = 1'-0"8

CEILING_1 1/2" DROP CEILING

DOOR SCHEDULE

DOORNUMBER TYPE

DOOR

WIDTH HEIGHT THICKNESS MATERIALS FINISHFIRE

RATING HARDWARE TYPE MATERIALS FINISH

FRAME

COMMENTS

101

102

103

104

105

106

107

108

109

110

111

112

113

114

115

A

B

C

D

E

F

G

H

2' - 0"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

6' - 8"

2' - 2"

2' - 4"

2' - 6"

2' - 8"

2' - 10"

3' - 0"

3' - 6"

4' - 0"

4' - 6"

5' - 0"

5' - 6"

0' - 1 1/2"

0' - 1 1/2"

0' - 1 1/2"

0' - 1 1/2"

0' - 1 1/2"

0' - 1 1/2"

0' - 1 1/2"

0' - 1 1/2"

0' - 1 1/2"

0' - 1 1/2"

0' - 1 1/2"

0' - 1 1/2"

0' - 1 1/2"

0' - 1 1/2"

0' - 1 1/2"

WOOD - SOLID CORE

WOOD - SOLID CORE

WOOD - SOLID CORE

WOOD - SOLID CORE

WOOD - SOLID CORE

WOOD - SOLID CORE

WOOD - SOLID CORE

WOOD - SOLID CORE

WOOD - SOLID CORE

WOOD - SOLID CORE

WOOD - SOLID CORE

WOOD - SOLID CORE

WOOD - SOLID CORE

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED RATING

RATING

INTERIOR

INTERIOR

INTERIOR

INTERIOR

INTERIOR

INTERIOR

INTERIOR

INTERIOR

INTERIOR

INTERIOR

ENTRY

EGRESS

ALUMINUM

WOOD

WOOD

WOOD

WOOD

WOOD

WOOD

WOOD

WOOD

WOOD

WOOD

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

PAINTED

BRUSHED

BRUSHED

BRUSHED

UNIT ENTRY LEEF REPLACEMENT ONLY

1' - 8"

2' - 10"

2' - 6" EGRESS (INTERIOR) STAIR LEEF REPLACEMENTONLY

INTERIOR

STEEL

WOOD

WOOD

WOOD

INTERIOR

INTERIOR

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

NA

A

A

A

A

A

A

A

TYPE A TYPE A TYPE A TYPE A TYPE A TYPE A TYPE A TYPE A TYPE B

TYPE D TYPE E TYPE F TYPE NTYPE G TYPE H

NOTE:ALL INTERIOR DOORS TO HAVE NEW 2" PAINT GRADE TRIM CASING

TYPE C

CL

PEEPHOLE

5' -

0"

3' -

4"

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

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DATE:

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SCHEDULES

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1/2" = 1'-0"2

DOOR TYPES

LIGHT 10% OF FLOOR AREA

LIGHT AND AIR CALCULATIONS

SQUAREFOOTAGE

REQUIRED

27.6 SF

PROPOSED

13.8 SF 15.11 SF

AIR 5% OF FLOOR AREA

ROOM

APARMENTS 4A, 10A, 14A

276 SFLIVING ROOM

REQUIRED PROPOSED

18.1 SF

30.22 SF

22.43 SF9.05 SF181 SFBEDROOM 1 44.86 SF

13.4 SF 22.43 SF10.45 SF134 SFBEDROOM 2 44.86 SF




SQUAREFOOTAGE

REQUIRED

29.3 SF

PROPOSED

14.65 SF 25.27 SF


ROOM

APARMENT 5B, 7B, 10B, 12B, 16B

293 SFKITCHEN/

LIVING ROOM

REQUIRED PROPOSED

15.6 SF

50.53 SF






SQUAREFOOTAGE

REQUIRED

26.4 SF

PROPOSED

13.2 SF 18.55 SF


ROOM

APARMENT 3C, 6C, 7C, 10C, 13C, 14C, 16C

264 SFSTUDIO

APARTMENT

REQUIRED PROPOSED

37.09 SF



SQUAREFOOTAGE

REQUIRED

17.9 SF

PROPOSED

8.95 SF 15.11 SF


ROOM

APARMENT 4D, 8D, 12D, 14D

179 SFLIVING ROOM

REQUIRED PROPOSED

16.9 SF

30.22 SF



PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

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DATE:

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LIGHT AND AIRCALCULATIONS

CAC 302-16-01

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V

NFHB

NFWH

EX

G

ST

SAN

CW

SAN

V

NFHBH.B.NFWH

FD

AD

RD

G

ST

SAN

HWR

HWS

CW

SAN

*FITTINGS PERMITTED FOR A 2" FIXTURE DRAINS OR LESS**DOUBLE SANITARY TEES SHALL CONFORM TO 2008 NYC PLUMBING CODE 706.3

FITTING SCHEDULE FOR CHANGE INDIRECTION

TYPE OF FITTINGPATTERN

CHANGE IN DIRECTION

HORIZONTAL TOVERTICAL

VERTICAL TOHORIZONTAL

HORIZONTAL TOHORIZONTAL

SIXTEENTH BEND

EIGHTH BEND

SIXTH BEND

QUARTER BEND

SHORT SWEEP

LONG SWEEP

SANITARY TEE

WYE

COMBINATIONWYE/EIGHT BEND

X X

X

X

X

X

X

X**

X

X

X

X

X*

X*

X

-

X

X

X

X

X

X*

X*

X

-

X

X

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



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PLUMBING NOTES

CAC 302-16-01

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1. THE PLUMBING SYSTEM AND ALL ASSOCIATED EQUIPMENT SHALL BEINSTALLED AND MAINTAINED IN ACCORDANCE WITH FULL REQUIREMENTS OFALL STATE AND LOCAL AUTHORITIES HAVING JURISDICTION.

2. DO NOT SCALE FROM THESE DRAWINGS.

3. DO NOT MAKE ANY CHANGES OR SUBSTITUTIONS WITHOUT SPECIFICWRITTEN APPROVAL FROM THE ARCHITECT AND/OR ENGINEER.

4. ALL INDICATED WORK SHALL BE PERFORMED BY THE PLUMBINGCONTRACTOR UNLESS OTHERWISE NOTED.

5. THE CONTRACTOR FOR THIS WORK SHALL CAREFULLY INSPECT ANDAQUAINT HIMSELF WITH SITE CONDITIONS IN ORDER THAT HE FULLYUNDERSTANDS THE WORK REQUIRED. HE SHALL FIELD MEASURE AND VERIFYALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH THE WORK.LACK OF THOROUGH UNDERSTANDING OF THE PROJECT SCOPE ANDCONDITIONS SHALL NOT CONSTITUTE AN EXCUSE FOR ERRORS OROMISSIONS, NOR FOR A REQUEST FOR EXTRA COMPENSATION.

6. PIPING LAYOUTS ARE DIAGRAMMATIC AND INTEND TO SHOW GENERALARRANGEMENT, SIZE AND CAPACITY. ALL OFFSETS ARE NOT NECESSARILYSHOWN. CONTRACTOR SHALL ARRANGE AND COORDINATE THE WORK,FURNISH NECESARY OFFSETS, VALVES, VENTS AND FITTINGS TO AVOIDCONFLICTS WITH OTHER MECHANICAL AND ELECTRICAL SERVICES AND WITHSTRUCTURAL AND ARCHI- TECTURAL ELEMENTS.

7. ANY DISCREPENCIES OR INADEQUACIES WITHIN THESE BID DOCUMENTSOR BETWEEN THESE BID DOCUMENTS AND THE RELATED HVAC, FIREPROTECTION, ELECTRICAL, STRUCTURAL, ARCHITECTURAL AND INTERIORDECOR DRAWINGS OR BETWEEN THESE BID DOCUMENTS AND FIELDCONDITIONS MUST BE BROUGHT TO THE ATTENTION OF THE OWNER,ARCHITECT AND ENGINEER PRIOR TO BID SUBMISSION.

8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALLAPPLICABLE REGULATIONS INCLUDING BUT NOT LIMITED TO NATIONAL, STATEAND LOCAL CODES ALONG WITH ORDINANCES WHICH MAY BE IN AFFECT. ALLPLUMBING MATERIALS, INSTALLATION PROCEDURES AND SYSTEM LAYOUTSSHALL BE APPROVED BY ALL APPLICABLE CODE ENFORCEMENT AUTHORITIESHAVING JURISDICTION AND IT SHALL BE THE PLUMBING CONTRACTOR'SRESPONSIBILITY TO OBTAIN AND PAY FOR ALL NECESSARY PERMITS ANDAPPROVALS FOR THIS INSTALLATION.

9. THE PLUMBING CONTRACTOR SHALL PROVIDE A COMPLETE SET OFRECORD "AS-BUILT" DRAWINGS INDICATING THE PRECISE LOCATION OF ALLNEW SYSTEMS, EQUIPMENT CONCEALED OR EMBEDDED PIPING AND PIPINGCONNECTIONS. THESE DRAWINGS SHALL ALSO INCLUDE ALL CHANGES ANDDEVIATIONS FROM BID DOCUMENTS.

10. ALL PLUMBING FIXTURES SHALL HAVE THERE OWN INDEPENDANT SHUT-OFF VALVES, INSTALLED IN AN EASILY ACCESSIBLE AND CONVENIENTLOCATION.

11. ALL PLUMBING FIXTURES SHALL BE A.D.A. COMPLIANT.

THE PLUMBING SYSTEMS (SANITARY, WASTE, VENT, WATER DISTRIBUTION ANDGAS) ARE ALL ASSOCIATED EQUIPMENT WILL BE INSTALLED AND MAINTAINED INACCORDANCE WITH THE FULL REQUIREMENTS OF THE BUILDING CODE OF THECITY OF NEW YORK AND THE 2008 PLUMBING CODE, LOCAL LAW 58/87 AND 29/89

1. THE SANITARY SYSTEM SHALL BE PROVIDED IN FULL ACCORDANCE WITHTHE GENERAL PROVISIONS OF THE 2008 PLUMBING CODE2. THE MATERIALS USED IN THE PLUMBING SYSTEMS WILL BE PROVIDED INFULL ACCORDANCE WITH THE 2008 PLUMBING CODE3. EQUIPMENT HOOKUP AND JOINING WILL BE FULLY COMPLIANT WITH THE2008 PLUMBING CODE4. THE INSTALLATION OF FIXTURES WILL BE IN FULL ACCORDANCE WITH THE2008 PLUMBING CODE5. TRAPS FOR FIXTURES AND DRAIN LINES WILL BE PROVIDED CLEANOUTSAND INSTALLED IN FULL COMPLIANCE WITH THE 2008 PLUMBING CODE6. VERTICAL AND HORIZONTAL PIPING WILL BE HUNG AND SUPPORTED ASDIRECTED IN SPECIFICATIONS AND IN FULL COMPLIANCE WITH THE 2008PLUMBING CODE7. THE WATER SUPPLY SYSTEMS OF THE SUBJECT BUILDING SHALL BEINSTALLED AND MAINTAINED IN FULL COMPLIANCE WITH THE 2008 PLUMBING CODE8. THE SANITARY DRAINAGE SYSTEM WILL BE SIZED AND INSTALLED IN FULLCOMPLIANCE WITH THE 2008 PLUMBING CODE9. THE VENT PIPING FOR THE SANITARY DRAINAGE SYSTEM OF THE SUBJECTBUILDING WILL BE INSTALLED IN FULL COMPLIANCE WITH THE 2008 PLUMBINGCODE10. THE STORM DRAINAGE SYSTEM AND PIPING WILL BE INSTALLED IN FULLCOMPLIANCE WITH THE 2008 PLUMBING CODE11. GAS PIPING AND EQUIPMENT WILL BE INSTALLED IN FULL COMPLIANCE WITHTHE 2008 PLUMBING CODE AND IN ACCORDANCE WITH U.S.A.S.I 221.30 19412. ALL TRENCHING SHALL BE DONE IN ACCORDANCE WITH THEREQUIREMENTS OF THE 2008 PLUMBING CODE13. RAT PROOFING SHALL BE IN ACCORDANCE WITH THE 2008 PLUMBING CODE14. TEMPORARY TOILET FACILITIES SHALL BE PROVIDED FOR WORKMEN ASPER 2008 PLUMBING CODE

*SEE LATEST APPROVED TR-1 APPLICATION FOR LIST OF REQUIREDINSPECTIONS

1. ALL PLUMBING & SPRINKLER AND RELATED WORK, INSPECTIONS ANDTESTS SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES ANDREGULATIONS OF THE NYC BUILDING DEPARTMENT, THE NYC BUILDING CODEAND APPLICABLE REFERENCE STANDARDS.

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THESITE AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER OF RECORDBEFORE START OF WORK. START OF WORK SHALL IMPLY CONTRACTOR'SACCEPTANCE OF THE CONDITIONS TO PERFORM THE WORK.

3. THE RESPONSIBILITY OF THE ENGINEER OF RECORD IS LIMITED TO THEACCURACY OF THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL BESOLELY RESPONSIBLE FOR THE SUPERVISION OF THE WORK OF ITS FORCES. THECONTRACTOR SHALL COORDINATE THE WORK OF SUBCONTRACTORS AS WELL.THE ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR CORRECTNESSAND FITNESS OF THE CONTRACTOR'S WORK.

4. THE CONTRACTOR SHALL MAKE SURE THAT ALL NECESSARY ANDREQUIRED PERMITS HAVE BEEN ISSUED FROM THE NYC DEPARTMENT OFHIGHWAYS, THE NYC DEPARTMENT OF TRANSPORTATION AND THE NYCDEPARTMENT OF PARKS FOR ALL WORK BEYOND THE BUILDING LINE.

5. THE CONTRACTOR SHALL MAKE ALL PERSONNEL, VISITORS ANDINSPECTORS SAFE FROM HAZARDS IN AREAS WHERE WORK IS PERFORMED.

6. THE CONTRACTOR SHALL VISIT THE SITE AND ACQUAINT HIMSELF WITH ALLEXISTING CONDITIONS AND INFORM THE ENGINEER OF RECORD OF ANYDISCREPANCIES THAT MIGHT AFFECT THE WORK.

7. THE SAFETY OF ALL PERSONS ENGAGED ON THE WORK SHALL BE THESOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL ALSO BESOLELY RESPONSIBLE FOR THE PROTECTION OF THE PUBLIC AND PUBLICPROPERTY.

8. THE CONTRACTOR SHALL SUBMIT A DETAILED SEQUENCE SCHEDULE TOTHE ENGINEER OF RECORD PRIOR TO COMMENCING WORK. THE ACCEPTANCE OFTHIS SCHEDULE SHALL BE A REQUIRED CONDITION FOR THE START OF WORK.THE SCHEDULE SHALL BE IN A LEGIBLE FORMAT INDICATING START ANDCOMPLETION DATES FOR EACH ACTIVITIES.

9. THE CONTRACTOR SHALL ARRANGE WITH THE OWNER OR HIS DESIGNATEDREPRESENTATIVE FOR USE OF ON-SITE STORAGE SPACE, ELECTRICITY, WATERAND SANITARY FACILITIES OR PROVIDE HIS OWN.

10. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FORPROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED IN THEWORK AS IF THEY WERE FULLY INDICATED IN THE DRAWINGS.

11. THE CONTRACTOR OR HIS SUPERINTENDENT SHALL PROVIDESUPERVISION AT ALL TIMES AT THE JOB SITE WHILE WORK OF ANY TRADE ISBEING PERFORMED. AT NO TIME SHALL ANY SUBCONTRACTOR'S WORKMEN ORWORKMEN OF THE CONTRACTOR PERFORM WORK OF THIS CONTRACTOR IN THEABSENCE OF THE CONTRACTOR OR HIS SUPERINTENDENT FROM THE JOBSITE.

SEWAGE EJECTOR CAPACITYDISCHARGE PIPE DIA* EJECTOR CAPACITY (GPM)

2''

2-1/2 ''

3''

21

30

46

*GRINDER PUMPS OR EJECTORS THAT RECIEVE THEDISCHARGE OF WATER CLOSETS SHALL HAVE A MINIMSDISCHARGE OPENING OF 1-1/4" Ø. MACERATING TOILETASSEMBLIES THAT SERVE SINGLE WATER CLOSETS SHALLHAVE A MINIMUM DISCHARGE OPENING OF 3/4"Ø.

DESCRIPTION

NEW SANITARY PIPING (B.F.F.)NEW DOMESTIC COLD WATER PIPINGNEW DOMESTIC HOT WATER SUPPLY PIPPINGNEW DOMESTIC HOT WATER RETURN PIPING

NEW SANITARY PIPINGNEW STORM PIPINGNEW VENT PIPINGNEW GAS PIPINGEXISTING PIPING

POINT OF NEW CONNECTION TOEXISTING WORK

NEW ROOF DRAINNEW AREA DRAINNEW FLOOR DRAINGATE VALVECHECK VALVEPRESSURE BALANCING VALVEFLOW ARROWNON-FREEZE WALL HYDRANTHOSE BIBBNON FREEZE HOSE BIBBCLEAN OUT DECK PLATECLEAN OUT

PRESSURE REDUCING VALVE ASSY. (PRV). SEEDETAIL .

TEMPERATURE GAGE

TEMPERATURE & PRESSUR RELIEF VALVE

TEMPERATURE CONTROL PROBE

PRESSURE RELIEF VALVE

DRAIN

WATER FLOW SWITCH

FULL PORT BALL VALVE

CIRCULATING PUMP

SYMBOL AFFAM.STD.APPAPPROXARCH&@

BSMTBFFBLDG

CLGCFHCOCODPCONNCONTCW

DFUDIADNDWG

EA

EQEQUIPEXIST

FDFT

NGGC

HGTHWHWR

MFRMINMTG

NIC#, NO.NTS

%PCPHPLBG

QTY

RMRWLREQ

SFUSHTSPEC'SSQ FTSRVSA

TYP

VTR

WCOWMWTHW/

ABOVE FINISHED FLOORAMERICAN STANDARDAPPROVEDAPPROXIMATEARCHITECTURALANDAT

BASEMENTBELOW FINISHED FLOORBUILDING

CEILINGCUBIC FEET PER HOURCLEAN OUTCLEAN OUT W/ DECK PLATECONNECTIONCONTINUATIONCOLD WATER

DRAINAGE FIXTURE UNITDIAMETERDOWNDRAWING

EACH

EQUALEQUIPMENTEXISTING

FLOOR DRAINFEET

NATURAL GASGENERAL CONTRACTOR

HEIGHTHOT WATERHOT WATER RECIRCULATING

MANUFACTURERMINIMUMMOUNTING

NOT IN CONTRACTNUMBERNOT TO SCALE

PLUMBING CONTRACTORPERCENTPHASEPLUMBING

QUANTITY

ROOMRAIN WATER LEADERREQUIRED

SUPPLY FIXTURE UNITSHEETSPECIFICATIONSSQUARE FOOTSAFETY RELIEF VALVESCHOCK ABSORBER

TYPICAL

VENT THRU ROOF

WALL CLEANOUTWATER METERWIDTHWITH

PLUMBINGDRAINAGEINSTITUTE(PDI) UNITS

FIXTUREUNITS

A B C D E F

1-11 12-32 33-60 61-113 114-154 155-330

SHOCK ABSORBER SCHEDULE

PLUMBING NOTES PLUMBING SYMBOLSGENERAL PLUMBING NOTES PLUMBING ABREVIATIONS

NYC BUILDING DEPARTMENT PLUMBINGNOTES

SLOPE OF HORIZONTAL DRAINAGE PIPE

PIPE SIZE DIA MINIMUMS SLOPE(INCH PER FOOT)

UP TO 2- 1/2"

3'' TO 6''

8'' OR GREATER

1/4"

1/8"

1/16"

1. ALL HOT WATER SUPPLY PIPING TOBE INSULATED AS FOLLOWS.2. SINKS AND LAVATORY FAUCETS TOBE CERTIFIED FOR ENERGY APPLIANCESTANDARD COMPLIANCE.3. MAXIMUM FLUSH VOLUMES ANDFLOW RATES:3.1. WATER CLOSETS: 1.6 GALLONS PERFLUSH (BLOWOUT TYPE EXEMPT)3.2. FAUCETS: 2.2 GALLONS PER MINUTE(SINKS AND LAVS)

PLUMBING ENERGYCONSERVATION

STANDARDS

PIPE MATERIAL SCHEDULEPIPING SYSTEM

SANITARY ABOVE GROUND

SANITARY UNDERGROUND

STORM ABOVE GROUND 3"DIA LESS

STORM ABOVE GROUND 4''DIA OR MORE

STORM UNDER GROUND

COLDWATER ABOVEGROUND

COLD WATERUNDERGROUND

DOMESTIC HOT WATER & HOTWATER CIRCULATION

GAS ABOVE GROUND 4'' DIAOR LESS

GAS ABOVE GROUND 5'' DIAOR GREATER

PIPE MATERIAL

HUBLESS CAST IRON

EXTRA HEAVY CAST IRON

HUBLESS CAST IRON



TYPE "L" HARD DRAWN COPPERTUBING

CEMENT LINED DUCTILE IRONCLASS 52

TYPE '"L" HARD DRAWNCOPPER TUBING

SCHEDULE 40 BLACK STEEL

SCHEDULE 40 BLACK STEEL

FITTINGS

HUBLESS CAST IRON-PLAIN END *

EXTRA HEAVY CAST IRON HUB &SPIGOT

HUBLESS CAST IRON- PLAN END *

EXTREA GEAVY CAST IRON HUB &SPIGOT

WROUGHT COPPER WITH SWEATSOLDER ENDS

CEMENT LINED DUCTILE IRON CLASS52 WITH MECHANICAL JOINTS ENDS(AWWA STD)

WROUGHT COPPER WITH SWEATSOLDER ENDS

MALL/ EBLE IRON WITH THREADEDENDS

SCHEDULE 40 BLACK STEEL WITHWITH BUTT JOINT ENDS ANSI B.16.9

PIPE INSULATION

PIPE SIZEMINIMUM INSULATION THICKNESS

(K=0.27 BTU-IN. SQ FT OR LESS)

1/2"-2" 1"

21/2"-4" 1-1/2"

4" ANDABOVE

2"

JOINTS

C.I.S.P.I STAINLESS STEEL BANDCLAMP WITH NEOPRENE GASKET

NEOPRENE COMPRESSIONGASKET TO ASTM 564

PUSH ON NEOPRENE GASKET ORCAULKED LEAD & OAKUM

NEOPRENE COMPRESSIONGASKET TO ASTM 564

95% TIN 5" ANTIMONY SOLDER

SCREWED

BUTT WELDED

WORKING PRESSURE

10 FEET STATIC HEAD

10 FEET STATIC HEAD

10 FEET STATIC HEAD

10 FEET STATIC HEAD

10 FEET STATIC HEAD

125 PSIG HYDROSTAT

125 PSIG HYDROSTAT

125 PSIG HYDROSTAT

125 PSIG HYDROSTAT

150 PSIG PNEUMATIC

UP

FOYER

BATHROOM


UNIT 3C

NIC

NIC

NIC

PLUMBING CHASE

06P

01P

03P

10P

17P

14P

13P

18P

UNIT 4A

UNIT 4D

NIC

NIC

PLUMBING CHASE

PLUMBINGCHASE

PLUMBING CHASE

05P

03P

01P

03P

01P

19P

18P

13P

14P

10P

17P

13P

14P

17P

10P

05P

01P

03P

20P

02P

02P

04P

18P

CL

CL

CL

CLCL

CL

CL

CL

CL CL

KITCHENETTEFOYER

LIVING ROOMBEDROOM 1

BATHROOM 1

BEDROOM 2BATHROOM 2BEDROOM 3

FOYER

BEDROOM 2

BEDROOM 1

BATHROOM 2LIVING ROOM

KITCHENETTEBATHROOM 1

PLUMBING NOTES

1. REFERENCE INTERIOR DESIGN PACKAGE FOR ALL FIXTURES ANDAPPLIANCE SELECTIONS

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

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ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


P-101.00

THIRD AND FOURTH FLOORPLUMBING PLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

40 61

JR

ML

3/16" = 1'-0"1

PROPOSED PLUMBING PLAN LEVEL 3 3/16" = 1'-0"

2PROPOSED PLUMBING PLAN LEVEL 4

PLUMBING KEY

TAGS NOTES

01P EXISTING LAVATORY TO BE REPLACED AND RELOCATED

02P NEW LAVATORY TO BE INSTALLED

03P EXISTING WATER CLOSET TO BE REPLACED AND RELOCATED

04P NEW WATER CLOSET TO BE INSTALLED

05P EXISTING TUB TO BE REPLACED AND RELOCATED

06P EXISTING TUB TO BE REOLACED IN EXISTING LOCATION

10P EXISTING KITCHEN SINK TO BE REPLACED AND RELOCATED

13P NEW REFRIDGERATOR TO BE INSTALLED

14P EXISTING RANGE TO BE REPLACED AND RELOCATED

17P NEW DISHWASHER TO BE INSTALLED

18P NEW STACKABLE VENTLESS WASHER/DRYER TO BE INSTALLED

19P NEW TUB TO BE INSTALLED

20P NEW SHOWER TO BE INSTALLED

UNIT 5B

NIC

NIC

PLUMBING CHASE

PLUMBINGCHASE

03P

01P

19P

03P

01P

05P

18P

21P

10P

17P

13P

BEDROOM 2

BATHROOM 2

BEDROOM 3

BATHROOM 1

BEDROOM 1

HALLWAY

WIC

CL

CL

CL


FOYER

CL

FOYER

BATHROOM


NIC

NIC

NIC

UNIT 6CPLUMBING CHASE

06P

01P

03P

10P

17P

14P

13P

18P

PLUMBING NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

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Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


P-102.00

FIFTH AND SIXTH FLOORPLUMBING PLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

41 61

JR

ML

3/16" = 1'-0"1



PLUMBING KEY

TAGS NOTES











21P EXISTING RANGE TO BE REPLACED IN EXISTING LOCATION

UP NIC

NIC

PLUMBING CHASE

PLUMBINGCHASE

PLUMBING CHASE

06P

01P

03P

10P

17P

14P

13P

18P

03P

01P

19P

03P

01P

05P

18P

21P

10P

17P

13P

UNIT 7C

UNIT 7B

BEDROOM 2

BATHROOM 2

BEDROOM 3

BATHROOM 1

BEDROOM 1

HALLWAY

WIC

CL

CL

CL


FOYER

FOYER

BATHROOM


NICNIC

NIC

UNIT 8D

PLUMBING CHASE

13P

14P

17P

10P

05P

01P

03P

20P

02P

02P

04P

18P

CL

CL

CL CL

FOYER

BEDROOM 2

BEDROOM 1



PLUMBING NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

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Str

eet-

Buchannan\D

raw

ings a

nd D

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ents

\Constr

uction D

ocum

ents

\Base\T

ow

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1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


P-103.00

SEVENTH AND EIGHTH FLOORPLUMBING PLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

42 61

JR

ML

3/16" = 1'-0"1



PLUMBING KEY

TAGS NOTES















UP

UP

NIC

PLUMBING CHASE

PLUMBINGCHASE

PLUMBING CHASE

PLUMBING CHASE

PLUMBINGCHASE

06P

01P

03P

10P

17P

14P

13P

18P

03P

01P

19P

03P

01P

05P

18P

21P

10P

17P

13P

03P

01P

03P

01P

18P

13P

14P

10P

17P

UNIT 10C

UNIT 10B

UNIT 10A

BEDROOM 2

BATHROOM 2

BEDROOM 3

BATHROOM 1

BEDROOM 1

HALLWAY

WIC

CL

CL

CL


FOYERCL

CL

CL

CLCL

CL

KITCHENETTEFOYER


BATHROOM 1

BEDROOM 2

BATHROOM 2

BEDROOM 3

FOYER

BATHROOM


05P

19P

NIC

NIC

PLUMBING CHASE

PLUMBINGCHASE

PLUMBING CHASE

03P

01P

19P

03P

01P

05P

18P

21P

10P

17P

13P

13P

14P

17P

10P

05P

01P

03P

20P

02P

02P

04P

18P

UNIT 12D

UNIT 12B

BEDROOM 2

BATHROOM 2

BEDROOM 3

BATHROOM 1

BEDROOM 1

HALLWAY

WIC

CL

CL

CL


FOYER

CL

CL

CL CL

FOYER

BEDROOM 2

BEDROOM 1



PLUMBING NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

ast 48th

Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


P-104.00

10TH AND 12 FLOORPLUMBING PLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

43 61

JR

ML

3/16" = 1'-0"1



PLUMBING KEY

TAGS NOTES















UP

UP

CL

FOYER

BATHROOM


NIC

NIC

NIC

PLUMBING CHASE

06P

01P

03P

10P

17P

14P

13P

18P

UNIT 13C

NIC

PLUMBING CHASE

PLUMBING CHASE

PLUMBINGCHASE

PLUMBING CHASE

06P

01P

03P

10P

17P

14P

13P

18P

03P

01P

03P

01P

18P

13P

14P

10P

17P

13P

14P

17P

10P

05P

01P

03P

20P

02P

02P

04P

18P

UNIT 14A

UNIT 14C

UNIT 14D

CL

CL

CL

CLCL

CL

CL

CL

CL CL

KITCHENETTEFOYER


BATHROOM 1

BEDROOM 2

BATHROOM 2

BEDROOM 3

FOYER

FOYER

BATHROOM


BEDROOM 2

BEDROOM 1



05P

19P

PLUMBING NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

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Str

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\Constr

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ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


P-105.00

13TH AND 14TH FLOORPLUMBING PLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

44 61

JR

ML

3/16" = 1'-0"1



PLUMBING KEY

TAGS NOTES














UP NIC

NIC

PLUMBING CHASE

PLUMBINGCHASE

PLUMBING CHASE

06P

01P

03P

10P

17P

14P

13P

18P

03P

01P

19P

03P

01P

05P

18P

21P

10P

17P

13P

UNIT 16C

UNIT 16B

BEDROOM 2

BATHROOM 2

BEDROOM 3

BATHROOM 1

BEDROOM 1

HALLWAY

WIC

CL

CL

CL


FOYER

CL

FOYER

BATHROOM


PLUMBING NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

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Str

eet-

Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

ents

\Base\T

ow

er

1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


P-106.00

16TH FLOOR PLUMBING PLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

45 61

JR

ML

3/16" = 1'-0"1

PROPOSED PLUMBING PLAN LEVEL 16

PLUMBING KEY

TAGS NOTES












CELLAR

GROUND FLOOR

SECOND FLOOR

THIRD FLOOR

FOURTH FLOOR

FIFTH FLOOR

SIXTH FLOOR

EXISTING BUILDING SUPPLY RISERS TOREMAIN

SEVENTHFLOOR

EIGHTHFLOOR

NINTHFLOOR

CW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W

KITCHEN SINKREPLACED AND

RELOCATED

1/2" HW

1"

1/2"CW

1/2"HW

NEW STACKABLEWASHER /

DRYER UNIT

UNIT 4A KITCHEN

1"

2" 3/4"2"3/8" CW 1/2" HW 1/2" CW1/2" CW 1/2"

HW

UNIT 4A BATHROOM 2

LAVATORYREPLACED &RELOCATED

NEW BATH TUB TOBE INSTALLED

1"

1"

WATER CLOSETREPLACED AND

RELOCATED


CWHWHWR

3/8" CW 1/2" HW 1/2" CW1/2" CW 1/2"HW

UNIT 4A BATHROOM 1


BATH TUBREPLACED &RELOCATED


RELOCATED

1"

1"2"3/4" 2"


CW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW

1"

1/2"CW

1/2"HW


DRYER UNIT

UNIT 5B KITCHEN

1"

2" 3/4"2"3/8" CW 1/2" HW 1/2" CW1/2" CW 1/2"

HW

UNIT 5B BATHROOM 2



1"

1"


RELOCATED

CW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW

1"

1/2"CW

1/2"HW


DRYER UNIT

UNIT 7B KITCHEN

1"

2" 3/4"2"3/8" CW 1/2" HW 1/2" CW1/2" CW 1/2"

HW

UNIT 7B BATHROOM 2



1"

1"


RELOCATED


CWHWHWR

3/8" CW 1/2" HW 1/2" CW1/2" CW 1/2"HW

UNIT 5B BATHROOM 1



RELOCATED

1"

1"2"3/4" 2"

CWHWHWR

3/8" CW 1/2" HW 1/2" CW1/2" CW 1/2"HW

UNIT 7B BATHROOM 1



RELOCATED

1"

1"2"3/4" 2"



NOTES:

1. CONTRACTOR TO VIF ALL PLUMBING RISERS AND CONTACTARCHITECT WITH ANY DISCREPANCIES2. V.I.F. HOT WATER RETURN CONDITION3. UNITS BEING WORKED ON ONLY SHOWN FOR CLARITY4. ALL RISER DIMENSIONS TO BE V.I.F.

A LINE UNITS B LINE UNITS

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

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Str

eet-

Buchannan\D

raw

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ocum

ents

\Constr

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ocum

ents

\Base\T

ow

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1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


P-601.00

SUPPLY RISER DIARGAM

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

46 61

JR

ML

1 : 601

SUPPLY RISER DIAGRAM

CELLAR

GROUND FLOOR

SECOND FLOOR

THIRD FLOOR

FOURTH FLOOR

FIFTH FLOOR

SIXTH FLOOR

EXISTING BUILDING SUPPLYRISERS TO REMAIN


SEVENTHFLOOR

EIGHTHFLOOR

NINTHFLOOR

CW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW1"

1/2"CW

1/2"HW

NEW STACKABLEWASHER / DRYER

UNIT

UNIT 3C KITCHEN

1"

3/8" CW1/2" HW1/2" CW 1/2" CW1/2"HW

UNIT 3C BATHROOM


BATH TUBREPLACED IN

EXISTING LOCATION


RELOCATED

1"

1"2" 3/4"2"

CW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW1"

1/2"CW

1/2"HW


UNIT

UNIT 6C KITCHEN

1"

3/8" CW1/2" HW1/2" CW 1/2" CW1/2"HW

UNIT6C BATHROOM



RELOCATED

1"

1"2" 3/4"2"

CW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW1"

1/2"CW

1/2"HW


UNIT

UNIT 7C KITCHEN

1"

3/8" CW1/2" HW1/2" CW 1/2" CW1/2"HW

UNIT 7C BATHROOM



RELOCATED

1"

1"2" 3/4"2"


CW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW1"

UNIT 8D KITCHEN

1"

2" 3/4"2"

CW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW1"

UNIT 4D KITCHEN

1"

2" 3/4"2"

3/8" CW1/2" HW1/2" CW 1/2" CW1/2"HW

1"

1"

1/2" CW 1/2"HW

UNIT 8D BATHROOM 1

3/8" CW1/2" HW1/2" CW 1/2" CW1/2"HW

1"

1"

1/2" CW 1/2"HW

UNIT 4D BATHROOM 1

CW HW HWR

3/8" CW1/2" HW1/2" CW 1/2" CW1/2"HW

UNIT 8D BATHROOM 1



1"

1"2" 3/4"2"

CW HW HWR

3/8" CW1/2" HW1/2" CW 1/2" CW1/2"HW

UNIT 4D BATHROOM 1



1"

1"2" 3/4"2"

BATH TUBREPLACED IN

EXISTING LOCATION

BATH TUBREPLACED IN

EXISTING LOCATION

NEW LAVATORYTO BE

INSTALLED

NEW SHOWER TOBE INSTALLED

NEW WATERCLOSET TO BE

INSTALLED

NEW LAVATORYTO BE

INSTALLED

NEW LAVATORYTO BE

INSTALLED



INSTALLED

NEW LAVATORYTO BE

INSTALLED


RELOCATED


RELOCATED

1/2"CW

1/2"HW


UNIT

1/2"CW

1/2"HW


UNIT

C LINE UNITS D LINE UNITS

NOTES:


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

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Str

eet-

Buchannan\D

raw

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ocum

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\Constr

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ocum

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\Base\T

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1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


P-602.00

SUPPLY RISER DIAGRAM 2

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

47 61

JR

ML

1 : 651


TENTH FLOOR

11TH FLOOR

12TH FLOOR

13TH FLOOR

14TH FLOOR

CW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW

1"

1/2"CW

1/2"HW


DRYER UNIT

UNIT 10A KITCHEN

1"

2" 3/4"2"3/8" CW 1/2" HW 1/2" CW1/2" CW 1/2"

HW

UNIT 10A BATHROOM 2


NEW BATH TUBTO BE INSTALLED

1"

1"


RELOCATED

15TH FLOOR

16TH FLOOR

ROOF

CW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW

1"

1/2"CW

1/2"HW


DRYER UNIT

UNIT 14A KITCHEN

1"

2" 3/4"2"3/8" CW 1/2" HW 1/2" CW1/2" CW 1/2"

HW

UNIT 14A BATHROOM 2



1"

1"


RELOCATED

CWHWHWR

3/8" CW 1/2" HW 1/2" CW1/2" CW 1/2"HW

UNIT 10A BATHROOM 1




RELOCATED

1"

1"2"3/4" 2"

CWHWHWR

3/8" CW 1/2" HW 1/2" CW1/2" CW 1/2"HW

UNIT 14A BATHROOM 1




RELOCATED

1"

1"2"3/4" 2"

CW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW

1"

1/2"CW

1/2"HW


DRYER UNIT

UNIT 10B KITCHEN

1"

2" 3/4"2"3/8" CW 1/2" HW 1/2" CW1/2" CW 1/2"

HW

UNIT 10B BATHROOM 2



1"

1"


RELOCATED

CW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW

1"

1/2"CW

1/2"HW


DRYER UNIT

UNIT 12B KITCHEN

1"

2" 3/4"2"3/8" CW 1/2" HW 1/2" CW1/2" CW 1/2"

HW

UNIT 12B BATHROOM 2



1"

1"


RELOCATED

CW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW

1"

1/2"CW

1/2"HW


DRYER UNIT

UNIT 16B KITCHEN

1"

2" 3/4"2"3/8" CW 1/2" HW 1/2" CW1/2" CW 1/2"

HW

UNIT 16B BATHROOM 2



1"

1"


RELOCATED

CWHWHWR

3/8" CW 1/2" HW 1/2" CW1/2" CW 1/2"HW

UNIT 10B BATHROOM 1


NEW TUB TO BEINSTALLED


RELOCATED

1"

1"2"3/4" 2"

CWHWHWR

3/8" CW 1/2" HW 1/2" CW1/2" CW 1/2"HW

UNIT 12B BATHROOM 1



RELOCATED

1"

1"2"3/4" 2"

CWHWHWR

3/8" CW 1/2" HW 1/2" CW1/2" CW 1/2"HW

UNIT 16B BATHROOM 1



RELOCATED

1"

1"2"3/4" 2"



A LINE UNITS B LINE UNITS

NOTES:


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

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jects

\CD

C 3

02 M

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AC

302-1

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1 1

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AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


P-603.00


CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

48 61

JR

ML

1 : 601


10TH FLOOR

11TH FLOOR

12TH FLOOR

13TH FLOOR

14TH FLOOR

CW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW

1"

1/2"CW

1/2"HW


UNIT

UNIT 10C KITCHEN

1"

3/8" CW1/2" HW1/2" CW 1/2" CW1/2"HW

UNIT 10C BATHROOM


BATH TUBREPLACED IN

EXISTING LOCATION


RELOCATED

1"

1"2" 3/4"2"

15TH FLOOR

16TH FLOOR

ROOF

UNIT 13C KITCHEN UNIT 13C BATHROOMCW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW

1"

1/2"CW

1/2"HW


UNIT

UNIT 14C KITCHEN

1"

3/8" CW1/2" HW1/2" CW 1/2" CW1/2"HW

UNIT 14C BATHROOM



RELOCATED

1"

1"2" 3/4"2"

CW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW

1"

1/2"CW

1/2"HW


UNIT

1"

3/8" CW1/2" HW1/2" CW 1/2" CW1/2"HW



RELOCATED

1"

1"2" 3/4"2"

CW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW

1"

1/2"CW

1/2"HW


UNIT

UNIT 16C KITCHEN

1"

3/8" CW1/2" HW1/2" CW 1/2" CW1/2"HW

UNIT 16C BATHROOM



RELOCATED

1"

1"2" 3/4"2"

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW

1"

1"

2" 3/4"2"

UNIT 14D KITCHEN

CW HW HWR

1/2" CW 1/2" CW1/2"HW

NEWD/W


RELOCATED

1/2" HW

1"

1"

2" 3/4"2"

UNIT 12D KITCHEN

3/8" CW1/2" HW1/2" CW 1/2" CW1/2"HW

1"

1"

1/2" CW 1/2"HW

UNIT 14D BATHROOM 1

3/8" CW1/2" HW1/2" CW 1/2" CW1/2"HW

1"

1"

1/2" CW 1/2"HW

UNIT 12D BATHROOM 1

CW HW HWR

3/8" CW1/2" HW1/2" CW 1/2" CW1/2"HW



1"

1"2" 3/4"2"

UNIT 14D BATHROOM 1

CW HW HWR

3/8" CW1/2" HW1/2" CW 1/2" CW1/2"HW



1"

1"2" 3/4"2"

UNIT 12D BATHROOM 1

BATH TUBREPLACED IN

EXISTING LOCATION

BATH TUBREPLACED IN

EXISTING LOCATION

BATH TUBREPLACED IN

EXISTING LOCATION

NEW LAVATORYTO BE

INSTALLED



INSTALLED

NEW LAVATORYTO BE

INSTALLED


RELOCATED

NEW LAVATORYTO BE

INSTALLED



INSTALLED

NEW LAVATORYTO BE

INSTALLED


RELOCATED

1/2"CW

1/2"HW


UNIT

1/2"CW

1/2"HW


UNIT

C LINE UNITS D LINE UNITS

NOTES:


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

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n\C

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jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

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AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


P-604.00


CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

49 61

JR

ML

1 : 601


CELLAR

GROUND FLOOR

SECOND FLOOR

THIRD FLOOR

FOURTH FLOOR

FIFTH FLOOR

EXISTINGWASTE &

VENT STACKS

SIXTH FLOOR

6"

6"

6"

EXISTINGWASTE &

VENT STACKS

EXISTING 6" PIPE TO REMAIN


6"

SEVENTH FLOOR

EIGHTH FLOOR

NINTH FLOOR

4" W3" V

WATER CLOSETREPLACED &RELOCATED

4" W 2" W2" W

2" V

2" V2" V

1 1/2" V1 1/2" V



UNIT 4A BATHROOM

4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 4A KITCHEN

2" W

2" V

NEW STACKABLEWASHER DRYER UNIT

2" V


4" W 2" W2" W

2" V

2" V2" V

1 1/2" V1 1/2" V


2" V

UNIT 4A BATHROOM


EXISTINGWASTE &

VENT STACKS

EXISTINGWASTE &

VENT STACKS

4" W3" V


4" W 2" W2" W

2" V

2" V2" V

1 1/2" V1 1/2" V


UNIT 5B BATHROOM

4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 5B KITCHEN

2" W

2" V


2" V


4" W 2" W2" W

2" V

2" V2" V

1 1/2" V1 1/2" V


2" V

UNIT 5B BATHROOM


4" W3" V


4" W 2" W2" W

2" V

2" V2" V

1 1/2" V1 1/2" V


UNIT 7B BATHROOM

4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 7B KITCHEN

2" W

2" V


2" V


4" W 2" W2" W

2" V

2" V2" V

1 1/2" V1 1/2" V


2" V

UNIT 7B BATHROOM


NEW TUBE TO BEINSTALLED


TO CITYMAIN

EXISTING HOUSETRAP TO REMAIN

NOTES:


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

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AC

302-1

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AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


P-701.00

WASTE RISER DIAGRAM

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

50 61

JR

ML

NTS1

WASTE RISER DIAGRAM

CELLAR

GROUND FLOOR

SECOND FLOOR

THIRD FLOOR

FOURTH FLOOR

FIFTH FLOOR

EXISTINGWASTE &

VENT STACKS

SIXTH FLOOR

6"6"



6"

SEVENTH FLOOR

EIGHTH FLOOR

NINTH FLOOR

EXISTINGWASTE &

VENT STACKS

EXISTINGWASTE &

VENT STACKS

4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 3C KITCHEN

2" W

2" V


2" V


4" W2" W 2" W

2" V

2" V 2" V

1 1/2" V1 1/2" V

BATH TUBREPLACED IN

EXISTINGLOCATION

2" V

UNIT 3C BATHROOM


4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 4D KITCHEN

2" V


INSTALLED

4" W2" W 2" W

2" V

2" V 2" V

1 1/2" V1 1/2" V


2" V

UNIT 4D BATHROOM

NEWLAVATORY

TO BEINSTALLED

2" W

2" V


2" W

1 1/2" V

NEWLAVATORY

TO BEINSTALLED

4" W3" V


4" W2" W 2" W

2" V

2" V 2" V

1 1/2" V1 1/2" V

2" V

UNIT 4D BATHROOM


4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 6C KITCHEN

2" W

2" V


2" V


4" W2" W 2" W

2" V

2" V 2" V

1 1/2" V1 1/2" V

BATH TUBREPLACED IN

EXISTINGLOCATION

2" V

UNIT 6C BATHROOM


4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 7C KITCHEN

2" W

2" V


2" V


4" W2" W 2" W

2" V

2" V 2" V

1 1/2" V1 1/2" V

BATH TUBREPLACED IN

EXISTINGLOCATION

2" V

UNIT 7C BATHROOM


4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 8D KITCHEN

2" V


INSTALLED

4" W2" W 2" W

2" V

2" V 2" V

1 1/2" V1 1/2" V


2" V

UNIT 8D BATHROOM

NEWLAVATORY

TO BEINSTALLED

2" W

2" V


2" W

1 1/2" V

NEWLAVATORY

TO BEINSTALLED

4" W3" V


4" W2" W 2" W

2" V

2" V 2" V

1 1/2" V1 1/2" V

2" V

UNIT 8D BATHROOM




NOTES:


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

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jects

\CD

C 3

02 M

adis

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AC

302-1

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\Constr

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1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


P-702.00

WASTE RISER DIAGRAM 2

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

51 61

JR

ML

NTS1


TEHTN FLOOR

11TH FLOOR

12TH FLOOR

13TH FLOOR

14TH FLOOR

15TH FLOOR

16TH FLOOR

NINTH FLOOR

4" W3" V


4" W 2" W2" W

2" V

2" V2" V

1 1/2" V1 1/2" V



UNIT 14A BATHROOM

4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 14A KITCHEN

2" W

2" V


2" V


4" W 2" W2" W

2" V

2" V2" V

1 1/2" V1 1/2" V


2" V

UNIT 14A BATHROOM


4" W3" V

4" W3" V


4" W 2" W2" W

2" V

2" V2" V

1 1/2" V1 1/2" V



UNIT 10A BATHROOM

4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 10A KITCHEN

2" W

2" V


2" V


4" W 2" W2" W

2" V

2" V2" V

1 1/2" V1 1/2" V


2" V

UNIT 10A BATHROOM


4" W3" V


4" W 2" W2" W

2" V

2" V2" V

1 1/2" V1 1/2" V


UNIT 16B BATHROOM

4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 16B KITCHEN

2" W

2" V


2" V


4" W 2" W2" W

2" V

2" V2" V

1 1/2" V1 1/2" V


2" V

UNIT 16B BATHROOM


4" W3" V


4" W 2" W2" W

2" V

2" V2" V

1 1/2" V1 1/2" V


UNIT 12B BATHROOM

4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 12B KITCHEN

2" W

2" V


2" V


4" W 2" W2" W

2" V

2" V2" V

1 1/2" V1 1/2" V


2" V

UNIT 12B BATHROOM


4" W3" V


4" W 2" W2" W

2" V

2" V2" V

1 1/2" V1 1/2" V



UNIT 10B BATHROOM

4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 10B KITCHEN

2" W

2" V


2" V


4" W 2" W2" W

2" V

2" V2" V

1 1/2" V1 1/2" V


2" V

UNIT 10B BATHROOM




NOTES:


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

60 E

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Buchannan\D

raw

ings a

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ocum

ents

\Constr

uction D

ocum

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\Base\T

ow

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1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


P-703.00


CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

52 61

JR

ML

NTS1


TENTH FLOOR

11TH FLOOR

12TH FLOOR

13TH FLOOR

14TH FLOOR

15TH FLOOR

16TH FLOOR

ROOF

4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 10C KITCHEN

2" W

2" V


2" V


4" W2" W 2" W

2" V

2" V 2" V

1 1/2" V1 1/2" V

BATH TUBREPLACED IN

EXISTINGLOCATION

2" V

UNIT 10C BATHROOM


4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 12D KITCHEN

2" V


INSTALLED

4" W2" W 2" W

2" V

2" V 2" V

1 1/2" V1 1/2" V


2" V

UNIT 12D BATHROOM

NEWLAVATORY

TO BEINSTALLED

2" W

2" V


2" W

1 1/2" V

NEWLAVATORY

TO BEINSTALLED

4" W3" V


4" W2" W 2" W

2" V

2" V 2" V

1 1/2" V1 1/2" V

2" V

UNIT 12D BATHROOM


4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 13C KITCHEN

2" W

2" V


2" V


4" W2" W 2" W

2" V

2" V 2" V

1 1/2" V1 1/2" V

BATH TUBREPLACED IN

EXISTINGLOCATION

2" V

UNIT 13C BATHROOM


UNIT 13D BATHROOM UNIT 13D BATHROOM

4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 14C KITCHEN

2" W

2" V


2" V


4" W2" W 2" W

2" V

2" V 2" V

1 1/2" V1 1/2" V

BATH TUBREPLACED IN

EXISTINGLOCATION

2" V


4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 14D KITCHEN

2" V


INSTALLED

4" W2" W 2" W

2" V

2" V 2" V

1 1/2" V1 1/2" V


2" V

UNIT 14D BATHROOM

NEWLAVATORY

TO BEINSTALLED

2" W

2" V


2" W

1 1/2" V

NEWLAVATORY

TO BEINSTALLED

4" W3" V


4" W2" W 2" W

2" V

2" V 2" V

1 1/2" V1 1/2" V

2" V

UNIT 14D BATHROOM


4" W3" V

NEW D/W

2" W

1 1/2" V


RELOCATED

UNIT 16C KITCHEN

2" W

2" V


2" V


4" W2" W 2" W

2" V

2" V 2" V

1 1/2" V1 1/2" V

BATH TUBREPLACED IN

EXISTINGLOCATION

2" V

UNIT 16C BATHROOM




NOTES:


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

row

n\C

DC

\Pro

jects

\CD

C 3

02 M

adis

on C

apital\C

AC

302-1

6-0

1 1

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Str

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Buchannan\D

raw

ings a

nd D

ocum

ents

\Constr

uction D

ocum

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\Base\T

ow

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1\C

AC

302-1

6-0

1160 E

48th

St_

Tow

er

(1).

rvt


P-704.00


CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

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TYPE II

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TENTHFLOOR

11TH FLOOR

12TH FLOOR

13TH FLOOR

3/4"

1"

UNIT 10A

14TH FLOOR

3/4"

1"

UNIT 14A

15TH FLOOR

16TH FLOOR

3/4"

1"

3/4"

1"

UNIT 10B

UNIT 12B

3/4"

1"

UNIT 16B

3/4"

1"

3/4"

1"

UNIT 10C

UNIT 13C

3/4"

1"

UNIT 14C

3/4"

1"

UNIT 16C

3/4"

1"

UNIT 12D

3/4"

1"

UNIT 14D

OVEN/RANGEREPLACED AND

RELOCATED


RELOCATED


RELOCATED


RELOCATED


RELOCATED


RELOCATED

OVEN/RANGEREPLACED IN

EXISTINGLOCATION


RELOCATED


RELOCATED

NOTES:1. EXISTING GAS METERS TO BE REMOVED FROM UNIT. GAS LINE TOBE CAPPED AT CELLAR LEVEL, RISERS TO BE ABANDONED

A LINE B LINE C LINE D LINE


EXISTINGLOCATION


EXISTINGLOCATION

SECONDFLOOR

THIRDFLOOR

FOURTHFLOOR

FIFTHFLOOR

3/4"

1"

UNIT 4A

SIXTHFLOOR

SEVENTHFLOOR

EIGHTHFLOOR

NINTHFLOOR

PROPOSED GAS METERS

GROUNDFLOOR

CELLAR

3/4"

1"

UNIT 5B

3/4"

1"

UNIT 7B

3/4"

1"

UNIT 3C

3/4"

1"

UNIT 6C

3/4"

1"

UNIT 7C

3/4"

1"

UNIT 4D

3/4"

1"

UNIT 8D


RELOCATED


EXISTINGLOCATION


RELOCATED


RELOCATED


RELOCATED


RELOCATED


RELOCATED


EXISTINGLOCATION

TO EXISTINGGAS MAIN

A LINE B LINE C LINE D LINE

NEW GAS RISERS

NEW GAS RISERS

NEW GAS RISERS

NEW GAS RISERS

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

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P-801.00

GAS RISER DIAGRAM

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

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CLIENT REVIEW

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33

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GAS RISER DIAGRAM

AC AIR CONDITIONING UNITAD ACCESS DOORAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITAI ANALOG INPUTAL ACOUSTICAL LININGALD AUTOMATIC LOUVER DAMPERAO ANALOG OUTPUTBC BEAM CUTBDD BACKDRAFT DAMPERBHP BRAKE HORSEPOWERBI BINARY INPUTBMS BUILDING MANAGEMENT SYSTEMBN BEAM NOTCHBO BINARY OUTPUTBR(G) BOTTOM REGISTER OR GRILLEBTUH BRITISH THERMAL UNITS PER HOUR (BTU/HR)CC COOLING COILCD CEILING DIFFUSERCDR STEAM CONDENSATE RETURNCFM CUBIC FEET PER MINUTE - AIRCHWC CHILLED WATER COILCHWR CHILLED WATER RETURNCHWS CHILLED WATER SUPPLYCM CONSTRUCTION MANAGERCMS COMBINATION MOTOR STARTERCOMP COMPRESSORCOND CONDENSATE FROM AC EQUIPMENTCP CONDENSATE PUMP/RECEIVERCR(G) CEILING REGISTER OR GRILLECS CURRENT SWITCHCV CONSTANT VOLUMECVR CONSTANT VOLUME REGULATORCWR CONDENSER WATER RETURNCWS CONDENSER WATER SUPPLYDB DRY BULB TEMPERATUREDD DUCT SMOKE DETECTORDD DUCT DETECTORDH DUCT HUMIDIFIERDI DIGITAL INPUTDO DIGITAL OUTPUTDP DIFFERENTIAL PRESSUREDPS DIFFERENTIAL PRESSURE SWITCHDWP DEWPOINTDX DIRECT EXPANSIONE EXISTINGEAT ENTERING AIR TEMPERATUREEDH ELECTRIC DUCT HEATEREF EXHAIST FANEG EQUALIZING GRIDELEC ELECTIRCALER EXISTING TO BE REUSEDEWT ENTERING WATER TEMPERATUREEXG EXHAUST GRILLEFA FIRE ALARMFAI FRESH AIR INTAKEFC FLEXIBLE CONNECTIONFCU FAN COIL UNITFD FIRE DAMPERFLA FULL LOAD AMPSFM FLOW METERFOR FUEL OIL RETURNFOS FUEL OIL SUPPLYFPB FAN POWERED VARIABLE VOLUME BOXFPI FINS PER INCHFPM FEET PER MINUTEFS FREEZE STAT (LOW LIMIT)FSD COMBINATION FIRE/SMOKE DAMPERFTHD FEET OF HEAD (WATER PRESSURE)GC GENERAL CONTRACTORGLR GLYCOL WATER RETURNGLS GLYCOL WATER SUPPLYGPH GALLONS PER HOURGPM GALLONS PER MINUTEGX GARAGE EXHAUSTHC HEATING COILHGB HOT GAS BYPASSHP HORSEPOWERHUM HUMIDIFIERHWR HOT WATER RADIATION RETURNHWRR HOT WATER RADIATION REVERSE RETURNHWS HOT WATER RADIATION SUPPLYHX HEAT EXCHANGER (CONVERTER)INWC INCHES WATER COLUMN (AIR PRESSURE)KW KILLOWATTKX KITCHEN EXHAUSTLAT LEAVING AIR TEMPERATURELWT LEAVING WATER TEMPERATURELD LINEAR DIFFUSERLR LINEAR RETURNM MOTORMCB MAXIMUM CIRCUIT BREAKER SIZEMCC MOTOR CONTROL CENTERMER MECHANICAL EQUIPMENT ROOMMFS MAXIMUM FUSE SIZEMLWS METAL LOUVER WITH WIRE MESH SCREENMO MASONRY OR WALL OPENING (3 SR. FT UON)NC NORMALLY CLOSEDNIC NOT IN CONTRACTNK NECK SIZENO NORMALLY OPENNTS NOT TO SCALEOAI OUTSIDE AIR INTAKEOBD OPPOSED BLADE DAMPEROD OUTSIDE DIAMETERPC PUMPED CONDENSATEPH PHASEPHC PRE HEAT COILPIC PERIMETER INDUCTION UNITSPLUM PLUMBINGPRV PRESSURE REDUCING VALVEPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHRA RETURN AIRRG RETURN GRILLERH RELATIVE HUMIDITYRHG REFIRGERANT HOT GAS PIPINGRL REFRIGERANT LIQUID PIPINGRLA RATED LOAD AMPSRPZ REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTERRS REFRIGERANT SUCTION PIPINGSA SUPPLY AIRSBTUH SENSIBLE LOAD OR CAPACITYSD SPLITTER DAMPERSF SQUARE FEETSPF SMOKE PURGE FANSR SUPPLY REGISTERSRV SAFETY RELIEF VALVESTM STEAM SUPPLYSTR MOTOR STARTERTBTUH TOTAL LOAD OR CAPACITYTD TRANSFER DUCTTF TRANSFER FANTR(G) TOP REGISTER OR GRILLETSTAT THERMOSTATTT TEMPERATURE TRANSMITTERTX TOILET EXHAUSTTXV THERMAL EXPANSION VALVEUH UNIT HEATERUON UNLESS OTHERWISE NOTED

ABBREVIATIONS

CWS

CWR

D

PD

LPS

LPR

FME

FMO

TMP

CHECK VALVE, SWING OR LIFT

REMOVE EXISTING PIPING

NEW PIPE WITH DIRECTION OF FLOW

T

UNDERCUT DOORUC

CIRCUIT SETTER

THERMOMETER AND WELL

PRESSURE GAUGE WITH SYPHON

PUMP

DRAIN

"Y" TYPE STRAINER

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

M

CONDENSATE PUMP DISCHARGE

LOW PRESSURE STEAM SUPPLY

LOW PRESSURE CONDENSATERETURN

M

FLOW METER

FLOW MONITOR

TEMPERATURE SENSOR

VANED ELBOW (SEE DETAIL)OR RADIUS ELBOW

THERMOSTAT

POINT OF CONNECTION

POINT OF DISCONNECTION

CUBIC FEET PER MINUTE

FIRE DAMPER AND ACCESS DOOR

(RETURN, EXHAUST OR OUTSIDE AIR)DUCT UNDER NEGATIVE PRESSURE

(SUPPLY AIR OR FAN DISCHARGE)DUCT UNDER POSITIVE PRESSURE

VOLUME DAMPER

SINGLE LINE DUCTWORK OREQUIPMENT - NEW

DUCTWORK WITH ACOUSTIC LINING

C OR CFM

SQUARE FEET

FD&AD

VD

SYMBOLS

AUTOMATIC DAMPER (ELECTRIC)

COMBINATION FIRE/SMOKEDAMPER AND ACCESS DOOR

FSD&AD

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

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M-001.00

Mechanical Notes

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

55 61

JR

ML

NIC

NIC

NIC

CL

FOYER

BATHROOM


KITCHENETTE VENTEDVIA WINDOW

BATHROOM VENTEDVIA WINDOW

UNIT 3C

NIC

NIC

UNIT 4A

UNIT 4D

CL

CL

CL

CLCL

CL

CL

CL CL

KITCHENETTE

FOYER


BATHROOM 1

BEDROOM 2BATHROOM 2

BEDROOM 3

FOYER

BEDROOM 2

BEDROOM 1


KITCHENETTE BATHROOM 1




EXTERIOR EXHAUST WALL LOUVRE

4" EXHAUST PIPING

CEILING SOFFIT, TYP.

100 CFMINTERMITTENTLY

EXTERIOR EXHAUSTWALL LOUVRE



4" EXHAUST PIPING


4" EXHAUST PIPING

CEILING SOFFIT, TYP.5

A-501.00

TYP.

5

A-501.00

TYP.

MANUFACTURER MODEL TOTAL CFM POWER DUCT SIZE LOCATION

PANASONIC FV-05-11VKS1 110 CFM INTERMITTENT 9.8W 4" KITCHENETTE

PANASONIC 3.2W 4" BATHROOMFV-05-11VKS1

MECHANICAL EXHAUST SCHEDULE

50 CFM INTERMITTENT

MECHANICAL NOTES

1. SEE RCP PLAN FOR SWITCHING LOCATIONS OF EXHAUSTS2. REFERENCE THE 2014 MECHANICAL CODE, SECTION 501.2.1, LOCATION OF EXHAUST OUTLETS,SUB SECTION 6.2 FOR MIN CLREARANCES FROM ANY OPERATIONAL WINDOWS OR DOORS

PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

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302-1

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rvt


M-101.00

THIRD AND FOURTH FLOORMECHANICAL PLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

56 61

JR

ML

3/16" = 1'-0"1

PROPOSED MECHANICAL PLAN LEVEL 3 3/16" = 1'-0"

2PROPOSED MECHANICAL PLAN LEVEL 4

UNIT 5B

NIC

NIC

BEDROOM 2

BATHROOM 2

BEDROOM 3

BATHROOM 1

BEDROOM 1

HALLWAY

WIC

CL

CL

CL


FOYER




NIC

NIC

NIC

UNIT 6C

CL

FOYER

BATHROOM








50 CFM INTERMITTENT

MECHANICAL NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

B

C

1 2 3 4 5

D


P:\C

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AC

302-1

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rvt


M-102.00

FIFTH AND SIXTH FLOORMECHANICAL PLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

57 61

JR

ML

3/16" = 1'-0"1



NIC

NIC

BEDROOM 2

BATHROOM 2

BEDROOM 3

BATHROOM 1

BEDROOM 1

HALLWAY

WIC

CL

CL

CL


FOYER

CL

FOYER

BATHROOM







UNIT 7C

UNIT 7B

NICNIC

NIC

UNIT 8D

CL

CL

CL CL

FOYER

BEDROOM 2

BEDROOM 1







4" EXHAUST PIPING


4" EXHAUST PIPING

CEILING SOFFIT, TYP.5

A-501.00

TYP.





50 CFM INTERMITTENT

MECHANICAL NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

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C

1 2 3 4 5

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P:\C

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302-1

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M-103.00

SEVENTH AND EIGHTH FLOORMECHANICAL PLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

58 61

JR

ML

3/16" = 1'-0"1



NIC

BEDROOM 2

BATHROOM 2

BEDROOM 3

BATHROOM 1

BEDROOM 1

HALLWAY

WIC

CL

CL

CL


FOYERCL

CL

CL

CLCL

CL

KITCHENETTE

FOYER


BATHROOM 1

BEDROOM 2BATHROOM 2

BEDROOM 3FOYER

BATHROOM










4" EXHAUST PIPING



UNIT 10B

UNIT 10A

UNIT 10C

5

A-501.00

TYP.

NIC

NIC

BEDROOM 2

BATHROOM 2

BEDROOM 3

BATHROOM 1

BEDROOM 1

HALLWAY

WIC

CL

CL

CL


FOYER

CL

CL

CL CL

FOYER

BEDROOM 2

BEDROOM 1










4" EXHAUST PIPING


4" EXHAUST PIPING


UNIT 12D

UNIT 12B

5

A-501.00

TYP.





50 CFM INTERMITTENT

MECHANICAL NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

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1 2 3 4 5

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P:\C

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1\C

AC

302-1

6-0

1160 E

48th

St_

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(1).

rvt


M-104.00

10TH AND 12TH FLOORMECHANICAL PLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

59 61

JR

ML

3/16" = 1'-0"1



NIC

NIC

NIC

CL

FOYER

BATHROOM




UNIT 13C

NIC

CL

CL

CL

CLCL

CL

CL

CL

CL CL

KITCHENETTE

FOYER


BATHROOM 1

BEDROOM 2BATHROOM 2

BEDROOM 3FOYER

FOYER

BATHROOM


BEDROOM 2

BEDROOM 1









4" EXHAUST PIPING






4" EXHAUST PIPING


4" EXHAUST PIPING


UNIT 14D

UNIT 14A

UNIT 14C

5

A-501.00

TYP.

5

A-501.00

TYP.





50 CFM INTERMITTENT

MECHANICAL NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

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P:\C

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302-1

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AC

302-1

6-0

1160 E

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St_

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(1).

rvt


M-105.00

13TH AND 14TH FLOORMECHANICAL PLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

60 61

JR

ML

3/16" = 1'-0"1



NIC

NIC

BEDROOM 2

BATHROOM 2

BEDROOM 3

BATHROOM 1

BEDROOM 1

HALLWAY

WIC

CL

CL

CL


FOYER

CL

FOYER

BATHROOM







UNIT 16C

UNIT 16B





50 CFM INTERMITTENT

MECHANICAL NOTES


PROJECT INFORMATION

PROJECT NUMBER:

DRAWN BY:

CHECKED BY:


PHONE: 212-888-8334FAX: 646-360-5989

ISSUED FOR:

ALT. TYPE

USE GROUP:

CONST CLASS:

COM BOARD:

SPECIAL DIST:

BIN #:

HEIGHT/STORIES:

LOT:

ZONING DIST.:

BLOCK:

MAP:



DATE:

SCALE:AS NOTED



SHEET TITLE

OF TOTALPAGE

A

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P:\C

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M-106.00

16TH FLOOR MECHANICALPLAN

CAC 302-16-01

BUCHANNAN (TOWER 1)

3/4/2016

2

1

106

MID-TOWN

1036217

CLIENT REVIEW

/16

33

C5-3/C6-6

1302

8D

TYPE II

61 61

JR

ML

3/16" = 1'-0"1

PROPOSED MECHANICAL PLAN LEVEL 16

Documents

160 EAST 48TH STREET NEW YORK, NY 10017fmkellycg.com/bidding/386d5a4 -- Tower 1_DOB Filing Set_03.04.16.pdf · 56 m-101.00 third and fourth floor mechanical ... for approval prior