new building: 6 res units & 1 commercial€¦ · 2014nycbc 910.2smoke vents; required on shafts...

BUILDING CODE SUMMARY (2014 NEW YORK CITY BUILDING CODE - [2014NYCBC]):2014NYCBC 310.1.2 DOMINANT OCCUPANCY CLASSIFICATION; R-2 RESIDENTIAL; 2014NYCBC 309.1 COMMERCIAL OCCUPANCY; M MERCANTILE

2014NYCBC 420.2 WALLS SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS FIRE BARRIERS AND SHALL BE AT LEAST 1-HOUR FIRE-RESISTANCE-RATED.

2014NYCBC 420.3 FLOOR ASSEMBLIES SEPARATING DWELLING UNITS SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES IN ACCORD WITH SECTION 712.

2014NYCBC 501.3.2. FIRE DEPARTMENT ACCESS TO CELLAR; NEW STAIR TO CELLAR PROVIDED ALONG JAMAICA AVENUE.

2014NYCBC TABLE 503 R-2 ALLOWABLE HEIGHT IN STORIES FOR TYPE IBNUMBER OF STORIES IS UNLIMITED; ACTUAL = 4 STORIES

2014NYCBC TABLE 503 R-2 ALLOWABLE AREA PER STORY FOR TYPE IB CONSTRUCTION AREA IS UNLIMITED; ACTUAL AREA PER STORY = 1408 SF

2014NYCBC 504.3 ROOFTOP STRUCTURES ARE NOT INCLUDED IN THE HEIGHT OF BLDG OR CONSIDERED ADDITIONAL STORY IF AGGREGATE AREA OF STRUCTURES IS LESS THAN 33-1/3% OF AREA OF ROOF OF THE BUILDING (ACTUAL = 109 SF; TOTAL ROOF AREA = 1376; THEREFORE BULKHEAD = 7.9%)

2014NYCBC 506.4.1 TOTAL ALLOWABLE BUILDING AREA = UNLIMITED; ACTUAL TOTAL BUILDING AREA = 6977 SF; NOTE: ALLOWABLE AREA INCREASE FOR SPRINKLERS NOT NECESSARY

2014NYCBC TABLE 508.4; SEPARATED OCCUPANCIES; M TO R = 1 HOUR

2014NYCBC TABLE 601 FIRE RESISTANCE RATINGS TYPE IBPRIMARY STRUCTURAL FRAME = 2 HOUREXTERIOR BEARING WALL = 2 HOUR (APPLIES TO E & W WALLS); SEE ALSO BELOW (2014NYCBC TABLE 706.4 FOOTNOTE A) REQUIRING 2 HOURINTERIOR BEARING WALL = 2 HOUR (NOT APPLICABLE)NON-BEARING INTERIOR WALLS = 0 HOURFLOOR CONSTRN = 2 HOURROOF CONSTRUCTION = 1 HOUR

2014NYCBC TABLE 602 FIRE RESISTANCE RATINGS EXTERIOR WALL (INSIDE FIRE LIMITS) TYPE IB FIRE SEPARATION DISTANCE <5' = 1 HOUR (APPLIES TO ALL BEARING WALLS ON LOT LINE); HOWEVER 2014NYCBC TABLE 601 REQUIRES 2 HOURFIRE SEPARATION DISTANCE >5'<10' = 1 HOUR (ONLY AT BULKHEAD WEST WALL) (THIS WALL IS A BEARING WALL SO 2 HOUR APPLIES)FIRE SEPARATION DISTANCE >10'<30' = (NOT APPLICABLE)FIRE SEPARATION DISTANCE <=30' = 0 HOUR (APPLIES TO NON-BEARING WALLS AT FRONT & REAR & BULKHEAD NON-BEARING WLS FACING REAR & FRONT YARD)

2014NYCBC 602.2 TYPE IB CONSTRUCTIONALL CONSTRUCTION SHALL BE NON-COMBUSTIBLE

2014NYCBC TABLE 705.8 EXTERIOR WALL OPENINGS<3' SEPARATION (UNPROTECTED/SPRINKLED) = NOT PERMITTED (APPLIES TO BOTH BEARING WALLS ON SIDE LOT LINES)>3'<5' SEPARATION (UNPROTECTED/SPRINKLED) = 15% (NOT APPLICABLE)>5'<10' SEPARATION (UNPROTECTED/SPRINKLED) = 25% (ONLY AT WEST BULKHEAD BEARING WALL) (ACTUAL = 20%)>10'<15' SEPARATION (UNPROTECTED/SPRINKLED) = 45% (NOT APPLICABLE)>15'<20' SEPARATION (UNPROTECTED/SPRINKLED) = 75% (NOT APPLICABLE)>20'<25' SEPARATION (UNPROTECTED/SPRINKLED) = NO LIMIT (NOT APPLICABLE)>25'<30' SEPARATION (UNPROTECTED/SPRINKLED) = NO LIMIT (NOT APPLICABLE)>30' SEPARATION (UNPROTECTED/SPRINKLED) = NOT REQUIRED (APPLIES TO NON-BEARING WALLS FACING FRONT & REAR YARD INCLUDING BULKHEAD)

2014NYCBC 705.8.5 EXCEPTION 2; VERTICAL SEPARATION OPENINGS ARE NOT REQUIRED BECAUSE BUILDING IS SPRINKLED

2014NYCBC 705.11 EXCEPTION 6; PARAPETS; NOT REQD WHERE WALL IS PERMITTED AT LEAST 25% UNPROTECTED OPENINGS. (APPLIES TO NON-BEARING WALLS FACING REAR AND FRONT YARDS); PARAPETS 30" HIGH REQD AT LOT LINE BEARING WALLS.

2014NYCBC 707.4 EXTERIOR WALL RATING AT SHAFTS; WHERE EXTERIOR WALLS SERVE AS PART OF REQ'D FIRE-RESISTANCE-RATED ENCLOSURE, WALLS SHALL COMPLY WITH THE REQMTS OF SECTION 704 FOR EXTERIOR WALLS, AND FIRE-RESISTANCE-RATED ENCLOSURE REQMTS OF SECTION 706 SHALL NOT APPLY

2014NYCBC 708.4 SHAFT ENCLOSURES (STAIR) WHERE PENETRATING 3 OR MORE STORIES; 2 HOUR

2014NYCBC TABLE 803.5 R-2 INTERIOR FINISHES; SPRINKLED - EXITS ENCLOSURES AND EXIT PASSAGEWAYS = B CLASS; SPRINKLED - CORRIDORS = B CLASS; SPRINKLED - ROOMS AND ENCLOSED SPACES = C CLASS

2014NYCBC 903.2.8 AUTOMATIC SPRINKLER SYSTEM; R-2 REQD

2014NYCBC 903.3.1.2 (SEE APPENDIX Q102); NFPA 13R SYSTEM ALLOWED AT RES

2014NYCBC 905.3.1.4 STANDPIPE SYSTEMS; HIGHEST LEVEL OF FIRE DEPARTMENT ACCESS IS 4TH FLOOR (30' 0")<75'; THEREFORE NOT REQUIRED

2014NYCBC 907.2.9 FIRE ALARM/DETECTION SYSTEM; AUTOMATIC FIRE ALARM WITHOUT ALARM NOTIFICATION APPLIANCES IS REQUIRED; ACTUATION OF SMOKE DETECTORS SHALL NOT INITIATE A SIGNAL TO ALARM NOTIFICATION APPLIANCES. ACTIVATION OF ANY DETECTOR SHALL INITIATE A SIGNAL AT A CENTRAL STATION OR A CONSTANTLY ATTENDED LOCATION; SMOKE DETECTORS SHALL BE LOCATED IN EACH MECHANICAL EQUIPMENT, ELECTRICAL, TRANSFORMER, TELEPHONE EQUIPMENT OR SIMILAR ROOM GREATER THAN 75 SF IN AREA

2014NYCBC 907.2.11 SINGLE AND MULTIPLE STATION SMOKE ALARMS ARE REQUIRED; ON THE CEILING OR WALL OUTSIDE OF EACH ROOM USED FOR SLEEPING PURPOSES WITHIN 15 FEET FROM THE DOOR TO SUCH ROOM, IN EACH ROOM USED FOR SLEEPING PURPOSES, IN EACH STORY WITHIN A DWELLING UNIT

2014NYCBC 907.2.11.2 SMOKE ALARM SHALL RECEIVE PRIMARY POWER FROM DEDICATED BRANCH CIRCUIT OR UNSWITCHED PORTION OF A BRANCH CIRCUIT ALSO USED FOR POWER AND LIGHTING, AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE ALARMS SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVER-CURRENT PROTECTION

2014NYCBC 907.2.11.3 INTERCONNECTION; WHERE MORE THAN 1 SMOKE ALARM OR DETECTOR IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN R-2 THE SMOKE ALARMS OR DETECTORS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM OR DETECTOR WILL ACTIVATE ALL OF THE ALARMS OR DETECTORS IN THE INDIVIDUAL UNIT. THE ALARM OR DETECTOR SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED

2014NYCBC 907.2.11.4 SMOKE ALARMS SHALL BE PROVIDED WITH THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION

2014NYCBC 908.7.1 AND 908.7.1.1 REQUIRES CO DET SAME LOCATIONS AS SMOKE.

2014NYCBC 910.2 SMOKE VENTS; REQUIRED ON SHAFTS 4SF OR GREATER (STAIR); (SEE 2014NYCBC 708.12.1)

TABLE 1004.1.2 OCC; 1RES=985/200=5PPL; 1MERC=423/30=14 PPL; 2RES=1408/200=7PPL; 3RES=1376/200=7PPL; 4RES=1376/200=7PPL; (TTL 40 OCC IN BLDG)

BUILDING CODE SUMMARY (2014 NEW YORK CITY BUILDING CODE - [2014NYCBC]) CONT:2014NYCBC 1006.1 MEANS OF EGRESS ILLUMINATION; REQUIRED IN CORRIDORS, STAIRS, PUBLIC HALLS

NYCBC 1006.2 MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE.

NYCBC 1006.2.1 AUTOMATIC, OCCUPANT SENSOR OR PHOTOSENSOR LIGHTING CONTROLS SHALL BE PERMITTED WITHIN MEANS OF EGRESS, PROVIDED THAT ILLUMINATION LEVEL IS NOT REDUCED TO A LEVEL BELOW THE MIN REQMNT OF SECTION 1006.2, AND THE SWITCH CONTROLLERS ARE EQUIPPED FOR FAIL-SAFE OPERATION ENSURING THAT IF THE SENSOR OR CONTROL FAILS, LIGHTING LEVELS WILL BE AT THE LEVELS REQD BY SECTION 1006.2.

NYCBC 1006.3 POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL OF THE FOLLOWING AREAS:2. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS.

NYCBC 1006.3.1 EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR DURATION OF NOT < 90 MIN & SHALL CONSIST OF STORAGE BATTERIES.

NYCBC 1006.3.2 EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.

2014NYCBC 1007.1 ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN 1 ACCESSIBLE MEANS OF EGRESS. SINCE THERE ARE NO ACCESSIBLE SPACES ABOVE THE 1ST FLOOR LEVEL, NO ACCESSIBLE MEANS OF EGRESS IS REQUIRED

2014NYCBC 1008.1.2.2.2 AND EXCEPTION; DIRECTION OF SWING EXIT DOORS; IN-SWINGING DOORS ALLOWED AT APARTMENT DOORS AND EXTERIOR STREET FLOOR EXIT DOOR; ALSO AT COMMERCIAL AREA BECAUSE DOOR IS SERVING LESS THAN 50 PERSONS.

2014NYCBC 1009.1 EXCEPTION 1.1 AND EXCEPTION 1.2; STAIRWAY WIDTH = 36" ALLOWED

2014NYCBC 1009.2 EXCEPTION 1; STAIR HEADROOM = 80" ALLOWED

2014NYCBC 1009.4.2 EXCEPTION 5.1: SUM OF 2 RISERS PLUS 1 TREAD EXCLUSIVE OF NOSING SHALL BE NOT < THAN 24“ NOR > 25 ½”.

2014NYCBC 1009.4.2 EXCEPTION 5.2; R-2 STAIR TREADS AND RISERS = 7 3/4' RISER 9 1/2" TREAD 3/4" NOSING ALLOWED

2014NYCBC 1009.4.3; WINDER TREADS ARE NOT PERMITTED IN MEANS OF EGRESS STAIRWAYS EXCEPT WITHIN A DWELLING UNIT.

2014NYCBC 1009.12 EXCEPTION 6; HANDRAILS AT STAIRS ONLY REQUIRED ON 1 SIDE SINCE STAIR IS NOT REQD TO BE ACCESSIBLE MEANS OF EGRESS

2014NYCBC 1009.13 R-2 EXIT ACCESS TO ROOF REQUIRED

2014NYCBC 1011.1 EXCEPTION 1; EXIT SIGNS NOT REQUIRED IN BUILDINGS ONLY REQUIRING 1 EXIT (SEE 2014NYCBC 1021.2 EXCEPTION 5 BELOW)

2014NYCBC 1012.6 HANDRAIL EXTENSIONS REQUIRED WITH HANDRAIL HEIGHT BETWEEN 34" AND 38" AFF

2014NYCBC 1013.1 GUARDS REQUIRED AT 42" AFF ALONG OPEN SIDED WALKING SURFACES THAT ARE MORE THAN 30" TO THE FLOOR

2014NYCBC 1014.3 EXCEPTION 4; R-2 COMMON PATH OF EGRESS TRAVEL SHALL BE 125' IF BUILDING IS SPRINKLED

2014NYCBC 1014.4 A DOOR FROM A DWELLING UNIT SHALL OPEN INTO AN INTERVENING PUBLIC HALL. SUCH PUBLIC HALL SHALL BE CONSTRUCTED AS A PUBLIC CORRIDOR IN ACCORDANCE WITH SECTION 1018.

2014NYCBC TABLE 1015.1; ONLY 1 EXIT ACCESS DOOR FROM R-2 SPACES REQD BECAUSE OCCUPANT LOAD OF 20 IS NOT EXCEEDED IN ANY SPACE

2014NYCBC TABLE 1016.1; R-2 EXIT ACCESS TRAVEL DISTANCE IS 200' WITH SPRINKLERS

2014NYCBC TABLE 1018.1; INTERIOR CORRIDOR RATING = 0 HOUR IN SPRINKLED BUILDING

2014NYCBC TABLE 1018.1.2; PUBLIC CORRIDOR RATING R2 NON-COMBUSTIBLE = 1 HOUR

2014NYCBC 1021.2 ITEM 5; ONLY 1 EXIT PER STORY REQUIRED BECAUSE BUILDING IS TYPE I CONSTRUCTION, FULLY SPRINKLED, NOT EXCEEDING 6 STORIES, AND NOT EXCEEDING 2000 SF PER STORY

2014NYCBC 1022.1; EXIT ENCLOSURE CONNECTING 4 STORIES OR MORE SHALL BE 2 HOUR FIRE RATED

2014NYCBC 1022.8.1 AND 1030.4 EXCEPTION; STAIR IDENTIFICATION SIGNS NOT REQUIRED BY EXCEPTION

2014NYCBC 1022.8.2; FLOOR IDENTIFICATION SIGNS ARE REQUIRED BECAUSE STAIR CONNECTS MORE THAN 3 STORIES

2014NYCBC 1029.1 EXCEPTION 1; EMERGENCY ESCAPE AND RESCUE WINDOWS ARE NOT REQUIRED IN A SPRINKLED BUILDING

2014NYCBC 1105.1.6.1; ENTRANCE DOORS TO ACCESSIBLE UNITS SHALL COMPLY WITH DOOR CLEARANCES IN ANSI A117.1 2009

2014NYCBC1105.1.6.1 EXCEPTION 1; ACCESSIBLE ENTRANCE NOT REQUIRED TO DWELLING UNITS THAT ARE NOT REQUIRED TO BE ACCESSIBLE (SEE 2014NYCBC 1107.6.2.1 EXCEPTION AND 1107.7.4.1.1 BELOW)

2014NYCBC 1107.2.1 EXCEPTION 1; MANEUVERING CLEARANCE AT DOORS 42" INSTEAD OF 48" FOR PULL SIDE LATCH APPROACH

2014NYCBC 1107.2.5. 3: MULTISTORY TYPE B+NYC DWELLING UNITS SHALL COMPLY WITH THE FOLLOWING: 3. ROOMS, SPACES OR DOORS LOCATED ON OTHER THAN THE PRIMARY ENTRY STORY, AND INTERIOR ROUTES THERETO, NEED NOT COMPLY WITH SECTION 1107.2 WHERE THE PRIMARY ENTRY STORY CONTAINS EQUIVALENT FUNCTIONAL FACILITIES. CELLAR SHALL NOT BE MADE ACCESSIBLE.

2014NYCBC 1107.6.2.1; IN R-2 EVERY DWELLING UNIT SHALL BE TYPE B+NYC UNIT; EXCEPTION; # UNITS PERMITTED TO BE REDUCED BY SECTION 1107.7.4

2014NYCBC 1107.7.4.1.1; WHERE THERE IS NO ELEVATOR, AT LEAST ONE STORY SHALL BE PROVIDED WITH AN ACCESSIBLE ENTRANCE AND ACCESSIBLE ROUTE AND UNITS ON THAT STORY SHALL BE TYPE B+NYC UNITS; THEREFORE 1ST FLOOR UNIT WILL BE TYPE B+NYC UNIT

2014NYCBC 1203.4.1.2.1; HABITABLE SPACE NATURAL VENTILATION SHALL BE 5% OF FLOOR AREA

2014NYCBC 1203.4.1.3 AND 2014NYCBC 1203.4.1.4; TOILET ROOM AND KITCHENETTE MECH EXHAUST REQUIRED

2014NYCBC 1205.2.1; HABITABLE SPACE NATURAL LIGHT SHALL BE 10% OF FLOOR AREA

2014NYCBC 1205.2.4; MAXIMUM DEPTH OF ROOM FROM WINDOW SHALL BE 30'; EXCEPTION ALLOWS MORE THAN 30' IN TYPE I BUILDINGS

2014NYCBC 1205.2.7.1; GLAZED AREAS FOR NATURAL LIGHTING SHALL ONLY COUNT FOR GLAZING ABOVE 30" AFF

2014NYCBC 1206.2.1 EXCEPTION 1; NO REAR YARD ACCESS FOR MULTIPLE DWELLINGS FROM THE STREET THROUGH A NONCOMBUSTIBLE 2-HOUR FIRE-RESISTANCE-RATED PASSAGE SHALL BE REQUIRED FOR BUILDINGS OF TYPE IB CONSTRUCTION.

2014NYCBC 1208.1; MINIMUM ROOM WIDTH FOR HABITABLE SPACES SHALL BE 8'; EXCEPTION 1; ALLOWS ALCOVES WITH UNOBSTRUCTED OPENING NOT LESS THAN 60 SF INTO AN ADJOINING ROOM MAY BE 7' MINIMUM WIDTH; EXCEPTION 2; ALLOWS DINING SPACE COMPLYING WITH LIGHT AND VENT REQUIREMENTS TO BE LESS THAN 8' WIDE

2014NYCBC 1208.2; MINIMUM CEILING HEIGHT SHALL BE 8'

2014NYCBC 1208.3.1; MIN ROOM AREA FOR HABITABLE SPACE SHALL BE 80 SF; EXCEPTION 1; ALLOWS ALCOVES WITH UNOBSTRUCTED OPENING NOT < 60 SF INTO ADJOINING ROOM TO BE 70 SF; EXCEPTION 2; ALLOWS DINING SPACE COMPLYING WITH LIGHT/VENT REQMNTS TO BE < 80 SF AREA

2014NYCBC 1208.3.2; AT LEAST ONE HABITABLE ROOM SHALL HAVE NOT LESS THAN 150 SF

2014NYCBC 1211.2; KITCHENETTE/KITCHEN SOFFIT WITH 1 FOOT DROP REQUIRED

2014NYCBC 1504.9; ROOF COVERINGS ON ROOFS/SETBACKS WITH SLOPE LESS THAN 3 UNITS VERT IN 12 HORIZ SHALL BE WHITE (HIGHLY REFLECTIVE)2014NYCBC 1504.9 EXCEPTION 1; TERRACES ON SETBACKS COMPRISING LESS THAN 25% OF THE AREA OF THE LARGEST FLOOR PLATE IN THE BLDG.

2014NYCBC 1509.2.1 EXCEPTION 1; BULKHEADS WHERE TOTAL AREA OF ROOFTOP STRUCTURE IS < 33% OF AREA OF BLDG ROOF IN TYPE I BUILDINGS WITH FIRE SEPARATION OF > 5' FIRE SEPARATION AND < 30' FIRE SEPARATION MAY BE CONSTRUCTED AS 1 HOUR. HOWEVER SEE MORE STRINGENT REQMTS FOR BEARING WALLS AT TABLE 602 AND TABLE 705.8 NOTES ABOVE.

2014NYCBC TABLE 1604.5; STRUCTURAL OCCUPANCY/RISK CATEGORY; CATEGORY II

2014NYCBC SEISMIC DESIGN CATEGORY = D (DETERMINED BY GEOTECHNICAL ENGINEER - SEE REPORT)

2014NYCBC 1802.4.1; 2 SOIL BORINGS SHALL BE PROVIDED FOR BUILT-OVER AREAS OVER 750 SF AND LESS THAN 5000 SF.

2014NYCBC 3002.4; IN BLDGS 5 STORIES OR MORE, AT LEAST 1 ELEVATOR SHALL PROVIDE ACCESS TO ALL FLOORS. 4 STORIES SO NO ELEVATOR REQD

2014NYCBC 3304.3.1; NO SOIL OR FOUNDATION WORK WITHIN THE PROPERTY LINE SHALL COMMENCE UNLESS THE CONTRACTOR NOTIFIES NYC DOB AT LEAST 24 HOURS BUT NO MORE THAN 48 HOURS PRIOR TO THE COMMENCEMENT OF SUCH WORK.

2014NYCBC 3304.3.2; WHEN AN EXCAVATION TO A DEPTH OF 5' TO 10' IS MADE WITHIN 10' OF AN ADJACENT FOOTING OR FOUNDATION, THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE OWNERS OF THE ADJOINING PROPERTY NOT LESS THAN 10 DAYS PRIOR TO THE SCHEDULED STARTING DATE OF THE EXCAVATION.

2014NYCBC 3304.4.1; THE SIDES OF ALL EXCAVATIONS THAT ARE 5' OR GREATER IN DEPTH OR HEIGHT SHALL BE SUPPORTED BY SHORING. ON THE REAR, FRONT, WEST, AND EAST SIDES NOT ADJACENT TO EXISTING BUILDING, EXCAVATION SIDES WILL BE ANGLED AT 45 DEGREES ANGLE OF REPOSE SO NO SHORING IS REQUIRED. PERMISSION WILL BE GRANTED BY NEIGHBORING PROPERTY OWNER IN WRITING. EXISTING FOUNDATIONS WILL BE NOT BE UNDERMINED SO NO UNDERPINNING WILL BE REQUIRED.

2014 NYCBC 3309.1.1; WHERE A CONSTRUCTION PROJECT REQUIRES ACCESS TO ADJOINING PROPERTY, WRITTEN NOTIFICATION SHALL BE PROVIDED TO THE ADJOINING PROPERTY OWNER AT LEAST 60 CALENDAR DAYS PRIOR TO THE COMMENCEMENT OF WORK. WHERE NO RESPONSE IS RECEIVED, A 2ND WRITTEN NOTIFICATION SHALL BE MADE NO MORE THAN 45 CALENDAR DAYS, AND NOT LESS THAN 30 CALENDAR DAYS, PRIOR TO THE COMMENCEMENT OF WORK.

2014NYCBC APPENDIX G G103.3.1; BLDG NOT WITHIN SHADED X-ZONE OR ANY ACTIVE FLOOD ZONE THEREFORE THERE ARE NO FLOOD ZONE REQMTS.

HOUSING AND MAINTENANCE CODE 27-2072 FIRE PROTECTION:ALL COMBUSTIBLE MATERIALS IMMEDIATELY UNDERNEATH OR WITHIN 1' OF ANY APPARATUS USED FOR COOKING OR WARMING FOOD ARE COVERED WITH FIRE RETARDANT MATERIALS. THERE IS AT LEAST 2' OF CLEAR SPACE ABOVE EXPOSED COOKING SURFACES. THE CEILINGS AND WALLS IN KITCHENETTES AND KITCHENS, EXCLUSIVE OF DOORS, ARE CONSTRUCTED WITH FIRE RETARDANT MATERIALS.

LIST OF JOBS AND PERMITS FOR THIS PERMIT APPLICATION FILING:GENERAL CONSTRUCTION FOUNDATION/EARTHWORK ELECTRICAL (REQUIRES SEPARATE EC PERMIT)MECHANICAL (NEW BLDG) (REQUIRES SEPARATE MC PERMIT)PLUMBING (NEW BLDG) (REQUIRES SEPARATE PC PERMIT (NOTE: BACKFLOW PREVENTION DEVICE REQUIRES DEP APPROVAL)SPRINKLER (NEW BLDG) (REQUIRES SEPARATE SP PERMIT)FIRE ALARM (NEW BLDG) (REQUIRES SEPARATE FA PERMIT/FDNY APPROVAL)

PROJECT SCOPE SUMMARY:THIS IS A NEW MIXED USE BUILDING WITH 6 DWELLING UNITS AND 1 COMMERCIAL UNIT. PART OF CELLAR IS NON-DWELLING AREA ACCESSORY TO THE HC UNIT ON THE 1ST FLR ABV. PART OF CEL IS FOR BLDG MAINT & PART OF CEL IS FOR STORAGE ACCESSORY TO THE COMMERCIAL SPACE ON THE 1ST FLOOR ABOVE.

THE BUILDING WILL COMPLY IN ITS ENTIRETY WITH THE 2014 NYC BUILDING CODE (NYCBC).THE DOMINANT OCCUPANCY IS R-2. THE COMMERCIAL USE WILL BE M (MERCANTILE).

SINCE IT IS A NEW 6-FAMILY BUILDING, ITS MULTIPLE DWELLING CLASSIFICATION PER THE 1929 MULTIPLE DWELLING LAW (MDL) WILL BE HEREAFTER ERECTED CLASS A (HAEA).

THE BUILDING WILL BE CONSTRUCTED AS A FIREPROOF CONSTRUCTION OF CLASS IB.

THE BUILDING IS BEING CONSTRUCTED WITHIN THE FIRE DISTRICT IN QUEENS AND WILL BE DESIGNED IN COMPLIANCE WITH APPENDIX D OF THE NYCBC.

ALL ENERGY COMPONENTS WILL BE DESIGNED TO COMPLY WITH THE 2016 NYC ENERGY CONSERVATION CODE (NYCECC).

THE BUILDING WILL BE FULLY SPRINKLED WITH AN NFPA 13R COMPLIANT SYSTEM INCLUDING APPENDIX Q. EXCEPT NFPA 13 WILL APPLY FOR THE COMMERCIAL AREAS.

ALL PLUMBING WILL COMPLY WITH THE NYC PLUMBING CODE (NYCPC) AND NYC DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP) INCLUDING SITE CONNECTIONS AND BACKFLOW PREVENTION DEVICE.

ALL ELECTRICAL WORK WILL COMPLY WITH THE NYC ELECTRICAL CODE (NYCEC) INCLUDING NEW 200 AMP SERVICE.

ALL MECHANICAL WORK WILL COMPLY WITH THE NYC MECHANICAL CODE (NYCMC).

A FIRE ALARM SYSTEM WILL BE INSTALLED PER FDNY APPROVAL AND NYCBC.

1ST FLOOR WILL BE DESIGNED TO BE ACCESSIBLE AS A TYPE B+NYC DWELLING UNIT.

A NEW CERTIFICATE OF OCCUPANCY WILL BE PURSUED AFTER SIGNOFF.

2014NYCBC CHAPTER 17, SPECIAL INSPECTIONS REQUIRED: TR1 UNO BELOW):STRUCTURAL STEEL – DETAILSSTRUCTURAL COLD-FORMED STEELCONCRETE – CAST-IN-PLACEMASONRYSUBSURFACE INVESTIGATIONS (BORINGS/TEST PITS) (TR4)MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGSEXTERIOR INSULATED FINISH SYSTEMS (EISF)MECHANICAL SYSTEMSSPRINKLER SYSTEMSFIRE-RESISTANT PENETRATIONS AND JOINTSCONCRETE DESIGN MIX (TR3)CONCRETE SAMPLING AND TESTING (TR2)FOOTING AND FOUNDATIONENERGY CODE COMPLIANCE INSPECTIONS (SEE TR8 BELOW)FIRE-RESISTIVE RATED CONSTRUCTIONENERGY 2016 NYS ENERGY CONSERVATION CODE (TR8):PROTECTION OF EXPOSED FOUNDATION INSULATIONINSULATION PLACEMENT & R VALUESFENESTRATION U-FACTOR & PRODUCT RATING FENESTRATION AIR LEAKAGE FENESTRATION AREAS AIR SEALING AND INSULATION - VISUALHVAC AND SERVICE WATER HEATING EQUIPMENT HVAC AND SERVICE WATER HEATING SYSTEM CONTROLS HVAC INSULATION AND SEALING LIGHTING IN DWELLING UNITS INTERIOR LIGHTING POWER (COMM)EXTERIOR LIGHTING POWER (COMM)LIGHTING CONTROLS (COMM)MAINTENANCE INFORMATION

BASIC NEW BUILDING INFORMATION:STORIES: PROPOSED = 4 STORIESHEIGHT : PROPOSED = 43' - 6"CONSTRUCTION CLASS: PROPOSED = TYPE IB BLDG CODE FLOOR AREA: PROPOSED = 6977 SF ZONING FLOOR AREA: PROPOSED = 5350 SF (WITH DEDUCTIONS - SEE G102)DOMINANT OCCUPANCY: PROPOSED = R-2 1ST FLR COMMERCIAL: PROPOSED = M; USE GROUP 61929MDL CLASS: PROPOSED = HAEA

GENERAL NOTES TO ALL CONTRACTORS REGARDING COORDINATION, COOPERATION, JOBSITE SAFETY, ETC

CONTRACTORS ARE REQUIRED TO COMPLY WITH NYCBC2014 CHAPTER 33 - "SAFEGUARDS DURING CONSTRUCTION OR DEMOLITION" IN ITS ENTIRETY.

1. THE GENERAL CONTRACTOR (GC) SHALL BE RESPONSIBLE FOR OVERALL COORDINATION OF THE PROJECT EVEN THOUGH THERE WILL BE OTHER PRIME CONTRACTORS ON THE SITE PER THE OWNER'S REQUIREMENTS. HOWEVER, EACH PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANING OF THEIR WORK AREAS AND OF ANY DEBRIS THEIR WORK MAY HAVE CAUSED. FAILURE TO DO SO WILL RESULT IN A PENALTY OF $100 PER DAY, TO BE DETERMINED AT THE DISCRETION OF THE OWNER, WHICH WILL BE DEDUCTED FROM THE CONTRACTOR'S NEXT PAYMENT APPLICATION. THE GENERAL CONTRACTOR SHALL NOT BE RESPONSIBLE FOR OVERSEEING OR POLICING OTHER CONTRACTORS IN THIS REGARD.

2. ALL CONTRACTORS SHALL WORK FROM A FULL SET OF DRAWINGS WITH THE PROPER DATE AND STAMP ON THEM IN THE LOWER RIGHT HAND CORNER. THE OWNER'S REPRESENTATIVE WILL DISCARD ANY OTHER DRAWINGS FOUND ON THE SITE AT ANY TIME. COORDINATION WITH OTHER CONTRACTORS IS REQUIRED FOR A SMOOTHLY RUNNING PROJECT AND SITE. LACK OF COOPERATION IN THIS REGARD, TO BE DETERMINED AT THE DISCRETION OF THE OWNER, SHALL RESULT IN A PENALTY OF $100 FOR EACH INSTANCE NOTED BY THE OWNER OR HIS REPRESENTATIVE, WHICH WILL BE DEDUCTED FROM THE CONTRACTOR'S NEXT PAYMENT APPLICATION.

3. THE OWNER'S REPRESENTATIVE MAY BE ON SITE EVERYDAY TO WITNESS THE JOBSITE CLEANLINESS AND TO SEE THAT THE WORK IS PROGRESSING AT A RATE THAT WILL ENSURE COMPLETION WITHIN 6 MONTHS FROM COMMENCEMENT. ANTICIPATED COMMENCEMENT OF THE PROJECT IS APRIL 1, 2015, THEREFORE THE PROJECT SHALL BE SUBSTANTIALLY COMPLETED BY OCTOBER 1, 2015.

4. THE ENTIRE SITE SHALL BE A NO SMOKING SITE AS REQUIRED BY THE CITY OF NEW YORK REGULATIONS. VIOLATIONS WILL BE SUBJECT TO PENALTY BY LAW. ANY PENALTIES INCURRED BY THE OWNER IN THIS REGARD WILL BE DEDUCTED FROM THE NEXT PAYMENT APPLICATION FOR THAT CONTRACTOR. IN ADDITION, IF AN EMPLOYEE OF A CONTRACTOR IS CAUGHT SMOKING ON THE SITE, THAT CONTRACTOR WILL ACCRUE A PENALTY OF $100 PER INFRACTION, TO BE DETERMINED AT THE DISCRETION OF THE OWNER, WHICH WILL BE DEDUCTED FROM THE CONTRACTOR'S NEXT PAYMENT APPLICATION.

5. EACH PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH SAFETY STANDARDS PROMULGATED BY THE NYC DOB AS WELL AS OSHA. VIOLATIONS WILL BE SUBJECT TO PENALTY BY LAW. ANY PENALTIES INCURRED BY THE OWNER IN THIS REGARD WILL BE DEDUCTED FROM THE NEXT PAYMENT APPLICATION FOR THAT CONTRACTOR. IN ADDITION, VIOLATIONS CAUSING DELAYS IN THE PROGRESS OF CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO, STOP WORK ORDERS, WILL RESULT IN A PENALTY OF $100 PER DAY TO BE DETERMINED AT THE DISCRETION OF THE OWNER, WHICH WILL BE DEDUCTED FROM THE CONTRACTOR'S NEXT PAYMENT APPLICATION.

6. FIRESTOPPING AND PENETRATION NOTES FOR ALL CONTRACTORS: ALL PENETRATIONS THROUGH FIRE-RESISTANCE RATED CONSTRUCTION SHALL BE DONE BY THE CONTRACTOR INSTALLING THE WORK THROUGH THE WALL/FLOOR/ROOF. EACH PRIME CONTRACTOR IS ENCOURAGED TO HIRE THE GENERAL CONTRACTOR AT THEIR OWN COST TO MAKE CLEAN AND NEAT PENETRATIONS WHERE NEEDED THROUGH WALL/FLOOR/ROOF FIRE-RESISTANCE RATED ASSEMBLIES. IN ANY CASE, PENETRATIONS SHALL BE ONLY MADE WHERE NECESSARY AND SHALL BE NEAT AND CLEAN SO THAT THE FIRE RATING IS NOT COMPROMISED. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR FIRESTOPPING TO THE RATING REQUIRED BY THESE DRAWINGS IN A MANNER APPROVED BY THE ARCHITECT. UL-APPROVED (UNDERWRITER'S LABS) AND FM-APPROVED (FACTORY MUTUAL) SHALL BE CONSIDERED BASIC STANDARDS FOR PENETRATION SEALING.

7. SEE STRUCT DWGS FOR DETAILED SHOP DWGS REQD FOR CONC FLOOR WORK AND ALL OTHER STRUCT COMPONENTS, IN ADDITION, GC SHALL PROVIDE DETAILED SHOP DWGS, PRODUCT VERIFICATION CUT-SHEETS, FOR ALL PRODUCTS TO BE PURCHASED FOR THIS PROJECT PRIOR TO THEIR PURCHASE. ARCH SHALL BE CONSULTED ON ALL SUCH PRODUCTS AND SHALL HAVE FINAL SAY ON SELECTION BASED ON QUALITY, PERFORMANCE, CODE COMPLIANCE, CONFORMANCE TO SPECS OF THE JOB, AND AESTHETIC INTENT.

8. SHOP DWGS SHALL BE DIMENSIONED AND TO SCALE SHOWING ACTUAL FIELD CONDITIONS AND MEASUREMENTS. MEASUREMENTS SHOWN ON THESE DWGS ARE TO BE CONSIDERED APPROXIMATE AND NO ACTUAL CONSTRUCTION COMPONENT SHALL BE CONSTRUCTED SOLELY BASED UPON THESE DIMENSIONS. FIELD VERIFICATION IS REQD FOR ALL CONSTRUCTION. PAY PARTICULAR ATTENTION TO REBAR REQMTS IN MAS/CONC WLS (SEE DWGS IN THIS SET OUTLINING THE STRINGENT REQUIREMENTS FOR SUCH REINFORCEMENT).

9. PRODUCT VERIFICATION CUT-SHEETS SHALL BE PROVIDED FOR ALL COMPONENTS, INCLUDING BUT NOT LIMITED TO, MISC CONNECTORS, SLAB REINFORCEMENT, C-JOISTS HANDRAILS AND GUARDRAILS, GROUT, MORTAR, CONC MAS, SEALANTS, FLR FINISH, GYPSUM WALL BOARD, LIGHTGAUGE METAL STUD FRAMING, BOLTS AND PLATES, ETC. PRIOR TO FABRICATION AND INSTALLATION. IF THIS REQMNT IS NOT FOLLOWED AND INSTALLED PRODUCTS ARE FOUND TO NOT MEET THE INTENT AND SPEC REQUIREMENTS OF THE JOB, THOSE PRODUCTS WILL BE REMOVED AT THE CONTRACTOR'S COST AND REPLACED BY THE CONTRACTOR AT NO CHARGE TO THE OWNER.

IMPORTANT GENERAL AND ELEC CONTRACTOR NOTES: GC IS RESPONSIBLE FOR MAINTAINING TEMPORARY TOILET FACILITIES THROUGHOUT CONSTRUCTION PERIOD PER NYC DOB AND HEALTH DEPARTMENT CODES.

EC IS RESPONSIBLE FOR MAINTINING TEMPORARY LIGHTING THROUGHOUT THE CONSTRUCTION PERIOD INCLUDING UNDER ANY SIDEWALK SHEDS, ETC, PER NYC DOB CODES.

COMMON ABBREVIATIONS THAT MAY BE USED IN THESE DOCUMENTSAB ANCHOR BOLTACT ACOUSTICAL CEILING TILEAD ACCESS DOORADH ADHESIVEADJ ADJACENTAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITAL ALUMINUMALT ALTERNATEANOD ANODIZED ALUMINUM (CLEAR UNO)AP ACCESS PANELAPPROX APPROXIMATEARCH ARCHITECT/ARCHITECTURALB/ BOTTOM OFB/B BACK TO BACKBC BOTTOM CHORDBD BOARDBET BETWEENBIT BITUMINOUSBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAMBOT BOTTOMBP BASE PLATEBPL BEARING PLATEBR BRICKBRG BEARINGBRZ BRONZE ANODIZED ALUMINUMBS BOTH SIDESBSMT BASEMENT BU BUILT UPBUR BUILT UP ROOFBW BOTH WAYSCAB CABINETCB CATCH BASINCDX C-D GRADE EXTERIOR PLWDCF CUBIC FOOTCH CABINET HEATERCHBD CHALK BOARDCI CAST IRONCJ CONTROL JOINTCKT CIRCUITCL CENTER LINECLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCO CLEAN OUTCOL COLUMNCONC CONCRETECONST CONSTRUCTIONCONSTJT CONSTRUCTION JOINTCONT CONTINUOUSCONTR CONTRACTORCOORD COORDINATECORR CORRUGATEDCP CARPETCRS COURSESCS CONCRETE SEALERCSK COUNTERSINKCST CAST STONECT CERAMIC TILECTR CENTERCW COLD WATERDBL DOUBLEDEP NEW YORK CITY DEPT OF ENVIRONMENTAL PROTECTIONDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIAM DIAMETERDIM DIMENSIONDL DEAD LOADDN DOWNDOB NEW YORK CITY DEPARTMENT OF BUILDINGSDR DOORDS DOWNSPOUTDWG DRAWINGDWL DOWELEA EACHEC ELECTRICAL CONTRACTOREF EXHAUST FANEIFS EXTERIOR INSULATED FINISH SYSTEMEJ EXPANSION JOINTELEC ELECTRICALELEV ELEVATIONELEV ELEVATOREQ EQUALEQUIP EQUIPMENTETR EXISTING TO REMAINEW EACH WAYEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPOSEDEXPAN EXPANSIONEXSTR EXTRA STRONGEXT EXTERIORF/ FACE OFFCU FANCOIL UNITFD FLOOR DRAINFDN FOUNDATIONFDTN FOUNDATIONFE FIRE EXTINGUISHER W/CABFF FINISH FLOORFIN FINISHEDFLG FLANGEFLR FLOORFT FEET, FOOTFTG FOOTINGFTNG FOOTINGGA GAUGE, GAGEGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACTORGI GALVANIZED IRONGL GLASSGR GRADEGRP GROUPGWB GYPSUM WALL BOARDGYP GYPSUMHA HARDENING AGENTHB HOSE BIBBHC HANDICAPPEDHD HEAVY DUTYHDGALV HOT DIPPED GALVANIZEDHDR HEADERHDW HARDWAREHGT HEIGHTHM HOLLOW METALHORIZ HORIZONTALHP HIGH POINTHS HIGH STRENGTHHT HEIGHTHVAC HEAT., VENT. & A.C.HW HOT WATERHWT HOT WATER TANKID INSIDE DIAMETERIE INVERT ELEVATIONIN INCH/INCHESINCL INCLUDE/INCLUDEDINSUL INSULATE/INSULATIONINT INTERIORINV INVERTJAN JANITORJST JOISTJT JOINT

LAM LAMINATEDLAV LAVATORYLBL LABELLBS POUNDLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLOC LOCATIONLONG LONGITUDINALLPNT LOW POINTLWC LIGHT WEIGHT CONCRETELVL LEVELM METERMAS MASONRYMAT MATERIALMAX MAXIMUMMB MACHINE BOLTSMC MISCELLANEOUS CHANNELMC MECHANICAL CONTRACTORMDO MEDIUM DENSITY OVERLAYMECH MECHANICALMED MEDIUMMFR MANUFACTURERMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMM MILLIMETERMO MASONRY OPENINGMR MOISTURE RESISTANTMTL METALN NORTHN/A NOT APPLICABLEN/F NOT FOUNDNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALENYCBC NEW YORK CITY BUILDING CODE 2014NYCMC NEW YORK CITY MECHANICAL CODE 2014NYCPC NEW YORK CITY PLUMBING CODE 2014OA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACEOH OVERHEADOPG OPENINGOPP OPPOSITEOZ OUNCEP PRIME AND PAINTPC PLUMBING CONTRACTORPCF POUNDS PER CUBIC FOOTPERP PERPENDICULARPL PLATEPL PROPERTY LINEPLAM PLASTIC LAMINATEPLF POUNDS PER LINEAR FOOTPLMB PLUMBINGPLWD PLYWOODPOLY POLYETHYLENEPR PAIRPREP PREPAREPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPTD PAINTEDPVC POLYVINYL CHLORIDEQT QUARRY TILER RADIUSR RISERRA RETURN AIRRB RUBBER BASERD ROOF DRAINRECT RECTANGULARREFR REFRIGERATORREF REFERENCEREG REGISTERREINF REINFORCINGREMOV REMOVABLEREQ’D REQUIREDREV REVISIONRL ROOF LEADERRM ROOMRO ROUGH OPENINGROW RIGHT OF WAYRRM RECESSED RUBBER MATRT RESILIENT TILESA SUPPLY AIRSANMH SANITARY MAN HOLESB SAND BLASTSCHED SCHEDULESECT SECTIONSF SQUARE FOOTSHT SHEETSIM SIMILARSL SLATESPEC SPECIFICATIONSSPS SPACESSQ SQUARESS STAINLESS STEELST STREETSTA STATIONSTD STANDARDSTDN STEP DOWNSTL STEELSTN STAINSTRUCT STRUCTURALSUSP SUSPENDEDS&V STAIN AND VARNISHSYM SYMMETRICALT TREADT/ TOP OFT&B TOP AND BOTTOMTC TOP CHORDTEMP TEMPORARYTERR TERRAZZOT/F TOP FLANGET/FTG TOP OF FOOTINGT&G TONGUE AND GROOVETG TOP OF GRADETHK THICKNESS/THICKTHRU THROUGHTI TEMPERED INSULATED GLASSTMPR TEMPERED GLASSTR THROUGH ROCKTRANSV TRANSVERSETS TUBE (STEEL)T/S TOP OF SLABT/STL TOP OF STEELT/W TOP OF WALLTYP TYPICALUNEX UNEXCAVATEDUNO UNLESS NOTED OTHERWISEV VINYLVAR VARIESVB VINYL BASEVCT VINYL COMPOSITE TILEVERT VERTICALVIF VERIFY IN FIELDVR VAPOR RETARDERVT VINYL TILEVTR VENT THRU ROOFW/ WITHWB WOOD BASEWC WATER CLOSETWD WOODWH WATER HEATERWL WALLW/O WITHOUTWRG WATER RESISTANT GYPSUMWV WATER VALVEWWF WELDED WIRE FABRIC

ARCHITECT: GREEN DESIGN CONSTRUCT, LLC1834 LENOX ROAD, SCHENECTADY, NY 12308WWW.GREENDESIGNCONSTRUCT.COMC. 518.461.0148

GDC Project Number:Date:

This document, and the ideas and designs incorporated within it, are instruments of professional service. They are and remain the property of Green Design Construct, LLC and are not to be used, or reproduced in whole or in part, for any other project without the written consent of Green Design Construct, LLC. Unauthorized additions or alterations of this document, or to related construction, are a violation of Article 147/148 of the New York State Education Law. These drawings are not to be scaled. These drawings are protected by Copyright 2017 by Green Design Construct, LLC.

Last Saved:

Drawing Number:

Seal & Signature:

ARCHITECT'S STATEMENTS OF COMPLIANCE:

TO THE BEST OF THE OUR KNOWLEDGE AND BELIEF, THESE CONSTRUCTION DOCUMENTS COMPLY WITH THE PROVISIONS OF THE 2014 NEW YORK CITY BUILDING CODE (2014NYCBC) AND OTHER APPLICABLE LAWS AND RULES.

IN ADDITION, TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THESE CONSTRUCTION DOCUMENTS COMPLY WITH THE PROVISIONS OF THE 2016 NEW YORK CITY ENERGY CONSERVATION CODE (2016NYCECC).

DOB Approval Stamps:

PRO

JECT

:

Sheet 1 of 20

9/24/18 4:36:12 PM

G101.01

09/27/182017010.00

PAA01 Doc02

125-1

3 Jam

aica A

venu

eQu

eens

, NY

1141

8

New

Bui

ldin

g: 6

Res

Uni

ts &

1 C

omm

erci

al

Scop

e, B

uild

ing

Cod

e, G

ener

al N

otes

GDC#:Date:

Address:

New Building: 6 Res Units &1 Commercial

125-13 Jamaica Avenue; Queens, NY 114182017010.0009/27/18

Drawing List

SheetNumber Sheet Name

G101.01 Scope, Building Code, General NotesG102.01 Existing Survey, Zoning Analysis, Plot PlanEN101.00 Energy Code Compliance Details and DataEN102.00 COMCheck, Progress Inspections and DataFO101.00 Foundation Plan, Details, NotesS101.00 Structural Framing Plans - 1, 2, Details, NotesS102.00 Structural Framing Plans - 3, 4, Roof, BlkhdS103.00 Soil Borings and Geotechnical InofrmationA101.01 Cellar and 1st Floor Plans, HC Details/NotesA102.01 2nd, 3rd & 4th Floor PlansA103.01 Roof Plan, Kitchen and BathsA201.00 Exterior ElevationsA301.01 Longitundinal Building Section 1, NotesA302.01 Longitudinal Building Section 2, DetailsA303.01 Building Cross Sections, DetailsA401.00 Wall, Floor, Roof, and Partition ConstructionA801.01 Reflected Ceiling Plans, Electrical NotesM101.01 MechanicalP101.01 PlumbingSP101.01 Sprinklers

19/27/18 PAA01-Doc02; 3rdfloor has 2 res units instead of1; total res units changes to 6


25.00'

25.00'

25.00'

25.00'

25.0

0'25

.00'

25.0

0'

25.0

0'

SE

E

E

E

E S

0.10'S

0.10'S

0.60

'E

0.60

'W

0.20

'W

0.50

'W

7.80'N

30''

1.10

'SCL

F 0.20

'SC/

WL

O/L

1.60

'SCL

F

+/-

14'

+/-

40'

ENT

4.60'SCD

5.60'SCD

3.10'SAWN

(IRREG. WIDE)

126

TH

S

TR

EE

T

(60'

WID

E)

125

TH

S

TREE

T(6

0' W

IDE)

(WAV

ERLE

Y PL

ACE)

(WAR

D ST

REET

)

(NO

RTH

VIL

LA S

TREE

T)

(SHE

RMAN

STR

EET)

100°

20'30''

5.60'SCD

0.10'EC/WL

100°

20'3

0''

79°3

9'30

''

90°

90°

CH

AIN

LI

NK FE

NCE

8'' C

/WL

+/-

8' H

IGH

CH

AIN

LI

NK FE

NCE

127.50'

134.10'

79°3

9'30

''

+/-

88' T

O P

L

64.28'

120.20' 18.72'

122.

42'

(SUR

VEY

& TA

X M

AP)

PARA

LLEL

WIT

H 12

6 TH

STR

EET

(TAX MAP)

(TAX MAP)

119.

06'

(SUR

VEY

& TA

X M

AP)

PARA

LLEL

WIT

H 12

6 TH

STR

EET

18.4

2'

(SUR

VEY

& TA

X M

AP)

(BROOKLYN AND JAMAICA PLANK ROAD)

C O N C S I D E W A L K

A S P H A L T P A V E M E N T

ENT

2 ST

OR

Y BR

ICK

VEN

EER

& S

TUC

CO

COM

MER

CIA

L &

RES

IDEN

TIAL

BU

ILDI

NG

2 ST

OR

Y BR

ICK

VEN

EER

, STU

CC

O &

FR

AME

COM

MER

CIA

L &

RES

IDEN

TIAL

BU

ILDI

NG

R/COL

R/COL

87

88

86

2 ST

ORY

FR

AM

DWEL

LING

C/W

L....

..C

CD

CD

CD

GATE

DC

PL...

......

......

P

R/CO

L....

.....R

......

......

...M

AN

......

......

...M

AN

......

.....

1.20

'WCH

......

.....

0.80

'W

820.

20'W

CLF

CLF

W

W

W

WW

W

WW

WW

W

WW

WW

8'' WATER MAIN

FLOW

1 5 ' ' C O M B I N E D S E W E R

8.70'

47.9

0'

49.0

0'+

/-10

'

THIS

SUR

VEY

IS IN

TEND

ED F

OR

INFO

RMAT

ION

PURP

OSE

S O

NLY.

UNA

UTHO

RIZE

D AL

TERA

TIO

NS O

R AD

DITI

ONS

TO

THI

S SU

RVEY

IS A

VIO

LATI

ON

OF

SECT

ION

7209

OF

THE

NEW

YO

RK S

TATE

EDU

CATI

ON

LAW

. ONL

Y CO

PIES

FRO

M T

HIS

SURV

EY

MAR

KED

WIT

H AN

ORI

GIN

AL O

F TH

E LA

ND S

URVE

YORS

INKE

D SE

AL O

R EM

BOSS

ED S

EAL

SHAL

L BE

CO

NSID

ERED

A T

RUE

COPY

.

CERT

IFIC

ATIO

NS IN

CLUD

ED H

EREO

N SH

ALL

RUN

ONL

Y TO

THE

PER

SON

FOR

WHO

M T

HE S

URVE

Y IS

PRE

PARE

D AN

D

ON

HIS

BEHA

LF T

O T

HE T

ITLE

CO

MPA

NY, G

OVE

RNM

ENTA

L AG

ENCY

AND

LEN

DING

INST

ITUT

IONS

. CER

TIFI

CATI

ONS

ARE

NO

T

TRAN

SFER

ABLE

TO

ADD

ITIO

NAL

OR

SUBS

EQUE

NT O

WNE

RS.

2.NO

NVIS

IBLE

EAS

EMEN

TS, R

ECO

RDED

OR

UNRE

CORD

ED A

RE N

OT

SHO

WN

3.LE

GAL

GRA

DES

REFE

R TO

CEN

TERL

INE

OF

ROAD

.

4.TH

IS IS

TO

CER

TIFY

THA

T TH

ERE

ARE

NO S

TREA

MS

NOR

NATU

RAL

WAT

ER C

OUR

SES

IN T

HE P

ROPE

RTY

AS S

HOW

N O

N TH

E PR

OPE

RTY.

1.AL

L EL

EVAT

IONS

SHO

WN

HERE

ON

REFE

R TO

NAV

D 88

DAT

UM.

NOTE

S

REFE

RENC

ES:

TAX

MAP

: BL

OC

K 92

79

FIN

AL S

ECTI

ON

MAP

: N

O. 1

19

DEED

: CR

FN N

O.2

0160

0030

0419

ENTR

ANC

E:EL

:60.

92

DIR

T &

G

RA

SS

VAC

ANT

LAN

DLO

T AR

EA =

2,22

4.00

SQ

.FT

PEAK

:EL:

86.3

2

PEAK

:EL:

87.2

0EN

TRAN

CE:E

L:61

.81

RIM:60.75

INV:45.68

RIM:59.44

INV:47.18

EL:6

4.01

EL:6

3.98

X

XEL

:63.

23 EL:6

3.27

X

X

EL:6

2.24X

XEL

:62.

17

EL:6

1.36X

XEL

:61.

21

EL:6

1.06X

XEL

:60.

90

LG:60.84LG:60.60

TC:61.47

BC:61.10

X

EL:60.36

X

TC:60.11

BC:59.85

X

X

TC:59.93BC:59.67

CL:60.35

XEL:60.74

XTC:60.25

BC:59.88

X

X

TC:60.29BC:59.88

CL:60.59

X

EL:60.92

X

TC:60.55

BC:60.30

X

X

TC:60.66BC:60.29

CL:60.90

X

EL:61.03

XTC:60.82

BC:60.45

X

X

TC:60.80BC:60.54

CL:61.23

X

EL:61.37

X

TC:61.23

BC:60.82X

X

TC:61.05BC:60.72

CL:61.47

X

X

EL:61.87

X

X

TC:61.37BC:61.03

CL:61.69

NORTH

BUILDING INFORMATION:BUILDING HEIGHT = 4 STORIESRESIDENTIAL UNITS = 6COMMERCIAL UNITS = 1ADDRESS: 125-13 JAMAICA AVENUE, QUEENS, NY 11418BUILDING INFORMATION NUMBER: 4826901 BLOCK: 9279; LOT: 87ZONE: R6A, R5, COMMERCIAL OVERLAY: C2-4COMMUNITY BOARD: 409LOT AREA: 2224.03 SFLOT COVERAGE: 1408.38 SF (63.33%)(SAY 63%)

2224.03 SF ENTIRE LOT AREA (BOUNDED BY PL)

LOT COVERAGE = 1408.38 SF (SHADED)

JAMAICA AVENUE

18.42 PL

18.42 PL

119.06 PL

122.42 PL

TO CORNER 120.20

18.72 PL

TO CORNER 64.28

126TH STR

EET

125TH STR

EET

0' REQD10.33 F YD

31.93

76.67

< 25'20.75

R5

R6A

DISTRICT BOUNDARY

HATCHED AREA REPRESENTS % OF LOT LOCATED WITHIN R5 DISTRICT (349.91 SF = 15.73%)

AREA OF R6A PORTION OF LOT (1874.12 SF = 84.27%)

GENERAL ZONING INFORMATION:ADDRESS: 125-13 JAMAICA AVE, QUEENS, NY 14418; BIN: 4826901; BLOCK: 9279; LOT: 87; ZONE: R6A/R5/OVERLAY: C2-4; COMM BOARD: 409

USE REGULATIONS (ARTICLE II CHAPTER 2):ZR22-00/ZR22-12 USE GROUP 2 ALLOWED IN R6A, R5 ZONES; PROPOSED USE GROUP 2 (5-FAMILY); MIXED USE: USE GROUP 6 AT 1ST FLR COMMERCIAL (ALLOWED IN C2-4 OVERLAY); (PROVIDED THEREFORE COMPLIANT)

BULK REGULATIONS (ARTICLE II CHAPTER 3) QHP:ZR23-011 ZONING DISTRICT = R6A; THEREFORE QUALITY HOUSING PROGRAM (QHP) APPLIES; (PROVIDED THEREFORE COMPLIANT)

SPECIAL PROVISIONS FOR ZONING LOTS DIVIDED BY DISTRICT BOUNDARIES:ZR77-03 ZONING LOTS EXISTING PRIOR TO EFFECTIVE DATE OR AMENDMENT OF RESOLUTION; WHENEVER ZONING LOT IS DIVIDED BY A BOUNDARY BETWEEN 2 OR MORE DISTRICTS AND SUCH ZONING LOT EXISTED ON 12/15/1961, THE PROVISIONS OF THIS RESOLUTION MAY BE APPLIED TO SUCH ZONING LOT AS SET FORTH IN SUBSEQUENT SECTIONS OF THIS CHAPTER. EXCEPT AS SPECIFICALLY PROVIDED IN THIS CHAPTER, EACH PORTION OF SUCH ZONING LOT SHALL BE REGULATED BY ALL THE PROVISIONS APPLICABLE TO THE DISTRICT IN WHICH SUCH PORTION OF THE ZONING LOT IS LOCATED. (THIS ZONING LOT EXISTED PRIOR TO 12/15/61; THEREFORE COMPLIANT).

ZR77-22 FLOOR AREA RATIO:THE MAX FAR PERMITTED ON EACH PORTION OF SUCH ZONING LOT FOR THE APPLICABLE TYPE OF BUILDING ON SUCH ZONING LOT SHALL BE DETERMINED UNDER THE APPLICABLE REGULATIONS OF ARTICLES II, III AND IV. EACH SUCH FLOOR AREA RATIO SHALL BE MULTIPLIED BY THE % OF THE ZONING LOT TO WHICH SUCH FAR APPLIES. THE SUM OF THE PRODUCTS THUS OBTAINED SHALL BE THE ADJUSTED MAXIMUM FAR APPLICABLE TO SUCH ZONING LOT. CALCULATION: AREA OF R5 = 349.91/2224.03 = 15.73% OF TOTAL LOT; AREA OF R6A = 1874.12/2224.03 = 84.27% OF TOTAL LOT.FAR:ZR23-153, R6A=3.0; AREA OF LOT=1874.12; 1874.12X3=5622.36; ZR23-142, R5=1.25; AREA OF LOT=349.91; 349.91X1.25=437.39; COMBINED FA=6059.75;FAR=2.72;ACTUAL ZONING FLOOR AREA = 5350.44 (SAY 5350) (WITH DEDUCTIONS TAKEN)(SEE CALCULATIONS BELOW AND ON THIS SHEET)1ST FLOOR = 1408.38 - 50 - 50 = 1308.382ND FLOOR = 1408.38 - 39.42 = 1368.963RD FLOOR = 1375.97 - 39.42 = 1336.55 4TH FLOOR = 1375.97 - 39.42 = 1336.55TOTAL FA = 5350<6060, ACTUAL FAR = 5350/2224.03=2.41<2.72; (THEREFORE COMPLIANT).

LOT COVERAGE:ZR23-153, ZR77-24; R6A=65%; AREA LOT=1874.12; 1874.12X.65=1218.18; ZR23-142, R5=55%; AREA LOT=349.91; 349.91X55%=192.45; COMBINED LOT COVERAGE=63.43%; ACTUAL LOT COVERAGE = 1408.38/2224.03 = 63.33%<63.43; (THEREFORE COMPLIANT).

BALCONIES IN R6 DISTRICTS:ZR23-132, BALCONIES MAY PROJECT INTO OR OVER ANY REQUIRED OPEN AREA WITHIN A PUBLICLY ACCESSIBLE OPEN AREA, A REARYARD, AN INITIAL SETBACK DISTANCE, ANY REQUIRED SIDE OR REAR SETBACKS, OR ANY REQUIRED OPEN SPACE; (PROVIDED THEREFORE COMPLIANT).

STREET TREE PLANTING:ZR23-03, DEVELOPMENTS THAT INCREASE FLOOR AREA OVER 20% SHALL PLANT STREET TREES; INCREASE IN FLOOR AREA=100% THEREFORE STREET TREES WILL BE PLANTED; ST1 FORM FILED SHOWS 1 TREE REQUIRED; (THEREFORE COMPLIANT).

DENSITY OF DWELLING UNITS:ZR23-22 R6A MAX # DWELL UNIT FACTOR=680 SF; 5622.36/680=8.27, SAY 8; ZR23-22 R5 MAX # DWELL UNIT FACTOR=760 SF; 437.39/760=0.58, SAY 1; COMBINED TOTAL=9 ALLOWABLE # DWELL UNITS; PROPOSED DWELLING UNITS = 5+1; 6<9; (THEREFORE COMPLIANT).

LOT AREA:ZR 23-32 MINIMUM LOT AREA = 1700 SF; LOT AREA = 2224.03 SF; 2224.03 > 1700; (THEREFORE COMPLIANT).

LOT WIDTH:ZR 23-32 MIN LOT WIDTH = 18'; LOT WIDTH = 18.42'; 18.42 > 18; (THEREFORE COMPLIANT).

FRONT YARD:ZR 23-45 NO FRONT YARD REQUIRED; PROPOSED FRONT YARD = 10.33'; 10.33 > 0; (THEREFORE COMPLIANT).

SIDE YARDS:ZR 23-462(C) IN R6A ZONE NO SIDE YARDS REQUIRED; 0.0 = 0; (THEREFORE COMPLIANT).

REAR YARD:PER ZR 23-47 IN R6A ZONE 30' REAR YARD REQD PROPOSED REAR YARD = 31.93'; 31.93 > 0; (THEREFORE COMPLIANT).

STREET WALL LOCATION:ZR23-661(A)(1), STREET WALL SHALL BE LOCATED NO CLOSER TO STREET LINE THAN CLOSEST STREET WALL OF EXISTING ADJACENT BLDG ON SAME OR ADJOINING ZONING LOT LOCATED ON THE SAME STREET FRONTAGE, THAT IS BOTH WITHIN 10' OF THE STREET LINE AND WITHIN 25' OF SUCH BUILDING. STREET WALL LOCATED AT 10.33' SETBACK; (THEREFORE COMPLIANT).

PERMITTED OBSTRUCTIONSZR 23-62(G) STAIR BULKHEADS; (THEREFORE COMPLIANT).

HEIGHT REGULATIONS:ZR23-662(A)(TABLE 1), MINIMUM BASE HEIGHT = 40.00; PROPOSED MINIMUM BASE HEIGHT = 43.50; 44 > 40; (THEREFORE COMPLIANT).MAXIMUM BASE HEIGHT = 60.00; PROPOSED MAXIMUM BASE HEIGHT = 43.50; 44 < 60; (THEREFORE COMPLIANT).MAXIMUM BUILDING HEIGHT = 70.00; PROPOSED MAXIMUM BUILDING HEIGHT = 43.50; 44 < 70; (THEREFORE COMPLIANT).

PARKING CALCULATIONS:PER ZR 25-241; REDUCED REQUIREMENTS, IN R6A DISTRICTS, FOR LOTS OF 10,000 SF OR LESS, THE NUMBER OF REQUIRED OFF-STREET PARKING SPACES IS 50% OF DWELLING UNITS; 5 X 50% = 2.5, SAY 3 SPACES REQD; HOWEVER, PER ZR 25-261, IN AN R6A DISTRICT, THE MAXIMUM NUMBER OF OFF-STREET PARKING SPACES FOR WHICH REQUIREMENTS ARE WAIVED IS 5; SO NO PARKING SPACES ARE REQUIRED (THEREFORE COMPLIANT

QHP - DAYLIGHT IN CORRIDOR:PER ZR28-14 50% OF SF OF A CORRIDOR MAY BE EXCLUDED FROM THE DEFINITION OF FLOOR AREA IF A WINDOW WITH A CLEAR, NON-TINTED, GLAZED AREA OF AT LEAST 20 SF IS PROVIDED IN SUCH CORRIDOR, PROVIDED THAT SUCH WINDOW: (A) SHALL BE DIRECTLY VISIBLE FROM AT LEAST 50 PERCENT OF THE CORRIDOR. AND (B) IS FACING A STREET; (PROVIDED AT 1ST FLOOR THEREFORE COMPLIANT).

QHP - REQD RECREATION SPACE:PER ZR28-21 SINCE THE DEVELOPMENT HAS LESS THAN 9 UNITS NO RECREATION SPACE IS REQUIRED. (NOT REQD THEREFORE COMPLIANT).

QHP - PLANTING STRIP PER ZR28-23:PER ZR 23-04, PLANTING STRIPS IN RESIDENCE DISTRICTS, R6A DISTRICT ARE NOT REQUIRED; ZR 28-23, THE AREA OF ZONING LOT BETWEEN STREET LINE AND ALL STREET WALLS OF THE BLDG SHALL BE PLANTED AT GROUND LEVEL, OR IN RAISED PLANTING BEDS THAT ARE PERMANENTLY AFFIXED TO THE GROUND, EXCEPT THAT SUCH PLANTINGS SHALL NOT BE REQD AT ENTRANCES/EXITS FROM BLDG, AND BETW NON-RESIDENTIAL USES AND STREET LINE. NON-RES USE AT FRONT THEREFORE NO PLANTING PROPOSED; (THEREFORE COMPLIANT).

QHP - DENSITY PER CORRIDOR PER ZR28-31:IF THE # OF DWELLING UNITS SERVED BY A VERTICAL CIRCULATION CORE AND CORRIDOR ON EACH STORY DOES NOT EXCEED 11 IN AN R6 BLDG, 50% OF THE SQUARE FEET OF THE CORRIDOR SERVING SUCH DWELLING UNITS ON SUCH STORY MAY BE EXCLUDED FROM THE DEFINITION OF FLOOR AREA (SEE ZONING FLOOR AREA CALCULATIONS THIS SHEET); (PROVIDED AT 2ND, 3RD, AND 4TH FLOORS THEREFORE COMPLIANT).

BICYCLE PARKING PER ZR36-711:COMMERCIAL FLOOR AREA 1ST FLOOR = 423; COMMERCIAL AREA AT CELLAR = 501; TOTAL COMMERCIAL AREA FOR BICYCLE PARKING CALCULATION = 924. GENERAL RETAIL OR SERVICE USES GROPU 6A REQUIRES 1 BICYCLE PARKING SPACE PER 10,000 SF THEREFORE 1 SPACE REQUIRED. PER ZR36-711(D) EXCEPTION WHICH STATES: HOWEVER, BICYCLE PARKING REQUIREMENTS SET FORTH IN THE TABLE SHALL BE WAIVED FOR BICYCLE PARKING SPACES THAT ARE ACCESSORY TO: (D) ALL OTHER COMMERCIAL WHERE THE NUMBER OF REQUIRED BICYCLE PARKING SPACES IS 3 OR LESS.

ZR 28-31 DENSITY OF CORR; 1/2 OF CORR100/2 = 50DEDUCT FROM FA

TOTAL GROSS BLDG CODE FLOOR AREA= 1408.38(RES = 985.14)(COMM = 423.24)

PROPERTY LINE

1ZONING FLR AREA1408.38 - 50 - 50 = 1308.38

ZR 28-14 DAYLIGHT IN CORR; 1/2 OF CORR 100/2 = 50DEDUCT FROM FA

NOTE: COMMERCIAL GROSS AND NET AREA = 423.24 SF AS SHOWN ON ZD1 AND PW1

ZR 28-31 DENSITY CORR; 1/2 CORR78.84/2 = 39.42DEDUCT FROM FA

PROPERTY LINE

TOTAL GROSS BLDG CODE4TH FLR AREA= 1375.97

4 ZONING FL AREA1375.97 - 39.42 = 1336.55

1st Floor0' - 6"

Cellar Exist-7' - 8 1/2"

2nd Floor12' - 6"

3rd Floor22' - 2 1/4"

4th Floor31' - 10 1/2"

Base Plane0' - 0"

Bulkhead Floor43' - 6"

Cellar New-8' - 9 1/8"

T/Mas47' - 6"

FRO

NT

PL

BLDG HEIGHT = 43' - 6"

10.33

0' REQD10.33 SETBACK

APPROX 76.67

30' REQD31.93BASE

HGT

40.0

0 M

IN

OVER 60'10.00 SETBACK

BASE

HGT

43.5

0 AC

TUAL

BULK

HD9.

50

18.42 PL

18.42 PL

BASE

HGT

60.0

0 M

AXBLDG

HGT

70.0

0 M

AX

JAMAICA AVENUE

ZR 28-31 DENSITY CORR; 1/2 CORR78.84/2 = 39.42DEDUCT FROM FA

TOTAL GROSS BLDG CODE2ND FLR AREA= 1408.38

PROPERTY LINE

2ZONING FL AREA1408.38 - 39.42 = 1368.96

TOTAL GROSS BLDG CODE3RD FLR AREA= 1375.97

3ZONING FL AREA1375.97 - 39.42 = 1336.55




Last Saved:

Drawing Number:

Seal & Signature:





PRO

JECT

:

Sheet 1 of 20

9/24/18 4:36:23 PM

G102.01

09/27/182017010.00

PAA01 Doc02

125-1

3 Jam

aica A

venu

eQu

eens

, NY

1141

8

New

Bui

ldin

g: 6

Res

Uni

ts &

1 C

omm

erci

al

Exis

ting

Surv

ey, Z

onin

g An

alys

is, P

lot P

lan

1/16" = 1'-0"G102.012 Plot Plan

2

1/16" = 1'-0"G102.011 Existing Survey

1/16" = 1'-0"G102.013 1st FAR Calc

1/16" = 1'-0"G102.014 4 FAR Calc

1/16" = 1'-0"G102.017 Building Section Showing Height and Relationship to Base Plane

G102.016 Axonometric Showing Bulk

NONEG102.018 Zoning Calculations

1/4" = 1'-0"G102.015 1925 Sanborn Map 125-13 Jamaica Ave

1/16" = 1'-0"G102.0110 2/3 FAR Calc


R

CO

M3N

4N

2

4S

1N

3S

76' - 8" OVERALL

HC

1 Bedroom490 N

et SF 1st432 SF C

elTO

T 922 SF

47' - 11" FROM NORTH WL TO BEGINNING OF ANGLED WALL TO SOUTH27' - 8 3/4"

55' - 11 1/2" 20' - 8 1/2"

DN

UP

DN

DN

START OF 8" CMU WL ANGLED TOWARD SOUTH


START OF PARALLEL 8" CMU WL TOWARD NORTH


LIGH

T REQ

D=8.8 SF

LIGH

T ACTU

AL=18.02 SFVEN

T REQ

D=4.4 SF

VENT AC

TUAL=8.26 SF

LIGH

T REQ

D=32.3 SF

LIGH

T ACTU

AL=40.8 SFVEN

T REQ

D=16.15 SF

VENT AC

TUAL=21.8 SF

8496 SLID

ING

PATIO D

RLIG

HT = 40.8

VENT = 21.8

(2) DH

2'-8" X 5'-0" LIG

HT 9.01 SF EA

VENT 4.13 SF EA

4' - 0"

18' - 3"8' - 0"

8' - 0 1/4"

1' - 0 3/8"2' - 8"

1' - 4"2' - 8"

1' - 7"7' - 0"

0P

0P

0F

0P

2J

0B

2E

2E

1C

0F

0P

2E

2J

2J

2J

2J

1L

0M

0T

0T

107 SFM

ain Stair

54 SFH

C Toilet

330 SFC

omm

ercial

98 SFH

all

205 SFLiving/D

ining

54 SFType B

+NYC

NO

RTH

4' HIG

H

4' HIG

H

3' - 2 1/2"3' - 2 1/2"

3' - 3"1' - 0"

4' - 9 1/4"

2E5' - 0"

A103.013 A103.01

4

TYP 3' X 80"B-LBL W/GL

TYP ALL APTS 3' X 6' -8" B-LABEL, PEEP H

OLE & C

HAIN1 HR WALL AND

UNDERSIDE OF STAIRS

MAIL

A101.014

A101.015

A101.013

4' - 2"

2E

0B

2E

1G

10' - 0"

88 SFB

edroom

38 SFK

itchenette

2' - 0"8' - 4"10' - 8"6' - 2"

0P

7' - 0"

20' - 3 5/8"

80 SFH

all

0B

0B

2E

2E

27' - 10 1/4"

5' - 0" 23' - 1 1/4"

28 SFC

el Stair

Com

mercial

420 Net SF 1st

501 SF Cel

TOT 921 SF

8 SFC

l

0B

0F

385 SFN

on-Dw

elling Area

235 SFM

ech

498 SFC

omm

Storage

UP

UP

UP

20' - 8 1/2"55' - 11 1/2"

START OF 10" CONC WL ANGLED TOWARD SOUTH

START OF 10" CONC WL ANGLED TOWARD SOUTH

START OF PARALLEL 10" CONC WL TOWARD NORTH

START OF PARALLEL 10" CONC WL TOWARD NORTH

47' - 11"28' - 9"

15' - 0"

15' - 0"

6' - 0"

NO

RTH

PRO

VIDE IN

TUM

ESCEN

T C

OATIN

G O

N EXPO

SED

CO

LUM

N(2 H

OU

R)

GAS SER

VICE

ELEC SERVICE FA

WATER SERVICE

3/4 HR

1C

18' - 3"

15' - 11 3/4"

0K

0K

29 SF1/2 B

ath

25' - 0"

0K

0U

1C

1C

0D0

D

5' - 0"

1' - 6"0' - 8"

6' - 6"0' - 8"

8' - 11"

28' - 5 5/8"

35' - 6 7/8" 24' - 7 5/8"

76' - 8"

13 SFC

l

0F

I-EWH

THER

E ARE N

O FU

EL BU

RN

ING

APPLIANC

ES W

ITHIN

THIS M

ECH

R

OO

M

ANSI 505.10.2 TOP EXTENSION AT STAIRS. AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12" MINIMUM BEGINNING DIRECTLY ABOVE THE LANDING NOSING. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT.

505.10.3 BOTTOM EXTENSION AT STAIRS. AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE BOTTOM TREAD NOSING. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT.

PER ANSI A117.1 604.5.2, THE REAR WALL GRAB BAR SHALL BE 36' MIN IN LENGTH, AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12" MIN ON THE SIDE CLOSEST TO THE WALL, AND 24' MIN ON THE TRANSFER SIDE.

PER ANSI A117.1 604.5.1, FIXED SIDEWALL GRAB BARS SHALL BE 42" MIN IN LENGTH, LOCATED 12" MAX FROM THE REAR WALL AND EXTENDING 54" MIN FROM THE REAR WALL. IN ADDITION, A VERTICAL GRAB BAR 18" MIN IN LENGTH SHALL BE MOUNTED WITH THE BOTTOM OF THE BAR LOCATED BETWEEN 39" AND 41" ABOVE THE FLOOR, AND WITH THE CENTER LINE OF THE BAR LOCATED BETWEEN 39" AND 41" FROM THE REAR WALL.

ANSI 604.7 DISPENSERS. WHERE DISPENSER IS LOCATED BELOW THE GRAB BAR, THE OUTLET OF THE DISPENSER SHALL BE LOCATED WITHIN AN AREA 24” MIN AND 42” MAX FROM THE REAR WALL. THE OUTLET OF THE DISPENSER SHALL BE LOCATED 18” MIN AND 48” MAX ABOVE THE FLOOR.

(33"

to 3

6")

2' - 9

" TO

CL G

B

0' - 6

"GB1' - 6

"

2' - 6" TUB

0' - 4"

0' - 4"

TO CL GB (4" MAX)0' - 2 3/4"

0' - 4

"0'

- 4"

BLOCKING0' - 5 1/2"

BLOC

KING

0' - 5

1/2

"

0' - 2 1/2"BLOCKING0' - 5 1/2"

0' - 4"0' - 4"

0' - 4

"0'

- 3 1

/4"0'

- 3 1

/4"

0' - 4

3/4

"0'

- 4"

0' - 4

"

SHO W

ER B

AR3'

- 0 3

/4"

3' - 3

"

FUTURE SHOWER BAR LOCATION

CONTROL WALL

(33"

to 3

6")

2' - 9

" TO

CL G

B

2' - 6" TUB

1' - 0" 0' - 8"0' - 4"

0' - 8"

GB1' - 0" 0' - 2"

0' - 5

1/2

" BLO

CKIN

G2'

- 6 1

/4"

HEAD END WL

MAX1' - 0"

MIN2' - 6" GB

TO C

L GB

0' - 1

0"TO

CL

GB0'

- 9"

TUB

1' - 2

"

(33"

to 3

6")

2' - 9

"

MAX2' - 0"

BLOC

KING

0' - 5

1/2

"0'

- 4 1

/2"

BLOC

KING

0' - 5

1/2

"

FUTURE GRAB BAR LOCATIONS

(3" T

O 6"

)0'

- 6"

MIN

1' - 6

"

SHOWER CONTROL WALL

SOLID WD BLOCKING TYP (SHADED)

HEAD END WALL

0' - 7 31/32"

BLOCKING0' - 8"

1' - 10"BLOCKING

0' - 8"

5' - 6" BATHROOM

404.2.3.2(a) Front Approach, Pull Side (C

loser or No C

loser)4' - 6 "

5' - 0"

5' - 0"

4' - 6"

404.2.3.2(b) Front Approach, Push Side (C

loser)

4' - 0"

4' - 0 "


loser or No C

loser)4' - 6 "

5' - 0"

5' - 0"

4' - 6"


loser)

4' - 0"

4' - 0 "

404.2.3.2(a) Front Approach, Pull Side (Closer or No Closer)

4' - 6"

5' - 0 "

5' - 0 "

4' - 6"

404.2.3.2(f) Latch Approach, Pull Side (No Closer)(42" Allowed) 3' - 6 "

5' - 0"404.2.3. MIN MANEUVERING CLEARANCES AT DRS SHALL COMPLY WITH SECTION 404.2.3 AND SHALL INCLUDE THE FULL CLR OPNG WIDTH OF THE DOORWAY. REQD DOOR MANEUVERING CLEARANCES SHALL NOT INCLUDE KNEE AND TOE CLEARANCE.

404.2.2. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32" MIN. CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES.

ALL REFERENCES ARE BASED ON THE 2014NYCBC AND ITS REFERENCE DOCUMENT, ANSI A117.1 2009.

ACCESSIBILITY NOTES AND REQUIREMENTS:DIMENSIONS NOTED ON ACCESSIBILITY DRAWINGS OR DETAILS ARE "CLR" (CLEAR) DIMENSIONS (WHETHER DESIGNATED OR NOT). THESE DIMENSIONS REPRESENT THE ABSOLUTE MIN DIMS TO BE MAINTAINED BETW FINISHES FOR HC AND EQUIPMENT CLEARANCES. VERIFY CLEARANCES BASED ON ACTUAL FIELD CONDITIONS/ACTUAL FINISHES. COORD WITH ARCH. WALL TILE FINISHES ASSUMED TO BE 1/4" THICK.

3' - 0"


loser)

4' - 0"

4' - 0 "

404.2.3.2(a) Front Approach, Pull Side

(Closer or N

o Closer)

5' - 0"

4' - 6"

TYPE B+NYC HC KITCHEN NOTES:NYCBC 1107.2.3.3 COMBINATION REFRIGERATORS/FREEZERS SHALL COMPLY WITH SECTION 1003.12.5.6 (REFRIGERATOR/FREEZER) OF ICC A117.1. IN ADDITION, WHERE LESS THAN 100%OF STORAGE VOLUME OF THE FREEZER IS LOCATED WITHIN 54" MAX ABOVE THE FLOOR, SUCH FREEZER SHALL BE A SELF-DEFROSTING TYPE. EXCEPTION: WHERE REFRIGERATORS AND FREEZERS ARE NOT IN COMPLIANCE WITH THIS SECTION, THE OWNER SHALL REPLACE SUCH APPLIANCES WITH COMPLYING APPLIANCES AT THE TIME A PERSON WITH PHYSICAL DISABILITIES TAKES OCCUPANCY OF THE UNIT, OR WITHIN 10 DAYS OF THE DATE THE REQUEST IS MADE BY A PERSON WITH PHYSICAL DISABILITIES, WHICHEVER IS LATER, AT THE OWNER’S EXPENSE. HOWEVER, THE OWNER SHALL NOT BE RESPONSIBLE TO PROVIDE A PARTICULAR MODEL OR TYPE OF APPLIANCES PROVIDED SUCH APPLIANCES COMPLY WITH THIS SECTION. NYCBC 1107.2.3.4 COOKTOPS AND OVENS SHALL COMPLY WITH SECTIONS 1003.12.5.4 AND 1003.12.5.5 OF ICC A117.1, RESPECTIVELY. HOWEVER, OVEN CONTROLS SHALL NOT BE REQUIRED TO BE LOCATED ON EITHER SIDE OF THE OVEN DOOR, PROVIDED SUCH CONTROLS COMPLY WITH SECTION 1003.12.5.5.4 OF ICC A117.1.NYCBC 1107.2.3.5 KITCHEN STORAGE, KITCHEN CABINETS, DRAWERS, AND SHELF STORAGE AREAS, WITHIN KITCHEN AND KITCHENETTES THAT ARE REQUIRED TO COMPLY WITH SECTION 1003.12 OF ICC A117.1 PURSUANT TO SECTION 1107.2.3, EXCEPT OVERHEAD CABINETS, SHALL COMPLY WITH SECTION 905 (STORAGE FACILITIES) OF ICC A117.1. IN ADDITION, AT LEAST ONE STORAGE SHELF OR CABINET, MOUNTED ABOVE WORK COUNTERS AT 48" MAX ABOVE THE FLOOR, SHALL BE PROVIDED. EXCEPTION: WHERE THE STORAGE SHELF OR CABINET IS NOT PROVIDED IN ACCORDANCE WITH THIS SECTION, THE OWNER SHALL INSTALL SUCH STORAGE SHELF OR CABINET IN COMPLIANCE WITH THIS SECTION AT THE TIME A PERSON WITH PHYSICAL DISABILITIES TAKES OCCUPANCY OF THE UNIT, OR WITHIN 10 DAYS OF THE DATE THE REQUEST IS MADE BY A PERSON WITH PHYSICAL DISABILITIES, WHICHEVER IS LATER, AT THE OWNER’S EXPENSE.

TYPE B+NYC HC KITCHEN NOTE:NYCBC 1107.2.3.1 KITCHEN COUNTER THAT IS REQUIRED TO COMPLY WITH SECTION 1003.12.3.2 OR 1003.12.4.2 (HEIGHT) OF ICC A117.1 SHALL BE PERMITTED TO BE ADJUSTABLE OR DESIGNED TO BE REPLACEABLE AS A UNIT AT VARIABLE HEIGHTS BETWEEN 29” AND 36”, MEASURED FROM THE FLOOR TO THE TOP OF THE WORK SURFACE. THE OWNER SHALL ADJUST OR REPLACE SUCH COUNTERTOP AT THE TIME A PERSON WITH PHYSICAL DISABILITIES TAKES OCCUPANCY OF THE UNIT, OR WITHIN 10 DAYS OF THE DATE THE REQUEST IS MADE BY A PERSON WITH PHYSICAL DISABILITIES, WHICHEVER IS LATER, AT THE OWNER’S EXPENSE.

TYPE B+NYC HC KITCHEN NOTE:NYCBC 1107.2.3.2 APPLIANCES SHALL COMPLY WITH SECTION 1003.12.5 (APPLIANCES) OF ICC A117.1. EXCEPT: WHERE APPLIANCE CONTROLS ARE NOT IN COMPLIANCE W/ SECTION 309.3 (HEIGHT) OF ICC A117.1, THE OWNER SHALL REPLACE SUCH APPLIANCES WITH APPLIANCES IN CONFORMANCE WITH SECTION 309.3 OF ICC A117.1 AT THE TIME A PERSON WITH PHYSICAL DISABILITIES TAKES OCCUPANCY OF THE UNIT, OR WITHIN 10 DAYS OF THE DATE THE REQUEST IS MADE BY A PERSON WITH PHYSICAL DISABILITIES, WHICHEVER IS LATER, AT THE OWNER’S EXPENSE. HOWEVER, THE OWNER SHALL NOT BE RESPONSIBLE TO PROVIDE A PARTICULAR MODEL OR TYPE OF APPLIANCES PROVIDED SUCH APPLIANCES AND CONTROLS COMPLY WITH SECTIONS 309.3 AND 1003.12.5 OF ICC A117.1.




Last Saved:

Drawing Number:

Seal & Signature:





PRO

JECT

:

Sheet 1 of 20

9/24/18 4:35:25 PM

A101.01

09/27/182017010.00

PAA01 Doc02

125-1

3 Jam

aica A

venu

eQu

eens

, NY

1141

8

New

Bui

ldin

g: 6

Res

Uni

ts &

1 C

omm

erci

al

Cel

lar a

nd 1

st F

loor

Pla

ns, H

C D

etai

ls/N

otes

9

1/4"

= 1

'-0"

A101

.01 21s

t Floo

r Plan

1/4"

= 1

'-0"

A101

.01 1Ce

llar F

loor P

lan

1" = 10'-0"A101.016 Handrail Extensions

1" = 10'-0"A101.017 Level Change Requirements

3" = 1'-0"A101.018 Rear Wl WC Grab Bar/Blocking

3" = 1'-0"A101.019 Side Wall WC Grab Bar/Blocking

1/4" = 1'-0"A101.0110 Toil Tissue Disp

1/2" = 1'-0"A101.0112 Tub Control Wall

1/2" = 1'-0"A101.0113 Tub Head End

1/2" = 1'-0"A101.0111 Tub Side Wall

1/2"

= 1

'-0"

A101

.01 4Fr

ont D

oor A

cces

sibilit

y1/

2" =

1'-0

"A1

01.01 3

HC U

nit B

edro

om D

oor

1/2"

= 1

'-0"

A101

.01 5HC

Unit

Doo

rs


R

R

R

R

R

R

115 SFStair

NO

RTH

> 1' - 6"

UP

DN

45 SFB

ath

80 SFK

itchenette

28 SFW

IC

8 SFC

l16 SF

Pub Hall

9 SFC

l

152 SFB

edroom115 SF

Bedroom

31 SFH

all

363 SFLiving/D

ining

13 SFH

all

32 SFB

ath

115 SFO

ffice Nook

(2) DH

2'-8" X 5'-0" LIG

HT 9.01 SF EA

VENT 4.13 SF EA

2 Bedroom1019 N

et SF

LIGH

T REQ

D=57.1 SF

LIGH

T ACTU

AL=58.02 SFVEN

T REQ

D=28.55 SF

VENT AC

TUAL=29.26 SF

(2) DH

2'-8" X 5'-0" LIG

HT 9.01 SF EA

VENT 4.13 SF EA

LIGH

T REQ

D=11.5 SF

LIGH

T ACTU

AL=18.02 SFVEN

T REQ

D=5.75 SF

VENT AC

TUAL=8.26 SF

LIGH

T REQ

D=15.1 SF

LIGH

T ACTU

AL=18.02 SFVEN

T REQ

D=7.55 SF

VENT AC

TUAL=8.26 SF

(2) DH

2'-8" X 5'-0" LIG

HT 9.01 SF EA

VENT 4.13 SF EA





8480 SLID

ING

DR

/WIN

DLIG

HT = 40

VENT = 21

2J

0P

0P

0S

2J

2E

0B

2E

2E

2E

0B 0

B

0B

0P

0B

1L

2J

0P

0B

2E

0U

2J

0P

2J

2J

0B

0B

0B

0B2E

0B

0F

2J

0F0F

0F

9' - 0" 13' - 6"2' - 0"

19' - 3 1/2"4' - 3 3/8"18' - 3"

3' - 0" 3' - 3" 1' - 6"

4' - 0"26' - 11 1/2"

29' - 5 1/8"

1' - 6"3' - 0"1' - 7 7/8"

13' - 2"6' - 1 7/8"

14' - 0"

A103.011

116 SFStair

8 SFC

l16 SF

Pub Hall

NO

RTH

UP

DN

> 1' - 6"

0H

2J

0S

2J

0H

0P

0F





44 SFB

ath

24 SFC

l

44 SFB

ath

24 SFW

.I.C.

14 SFH

all

1 Bedroom478 N

et SF

LIGH

T REQ

D=11.6 SF

LIGH

T ACTU

AL=18.02 SFVEN

T REQ

D=5.8 SF

VENT AC

TUAL=8.26 SF

LIGH

T REQ

D=25.9 SF

LIGH

T ACTU

AL=36.04 SFVEN

T REQ

D=12.95 SF

VENT AC

TUAL=16.52 SF

154 SFLiving/D

ining116 SF

Bedroom

0B

8 SFC

l60 SFK

itchenette9 SFC

l

15 SFPub H

all45 SFH

all

(2) DH

2'-8" X 5'-0" LIG

HT 9.01 SF

VENT 4.13 SF

> 1' - 6"

LIGH

T REQ

D=30.5 SF

LIGH

T ACTU

AL=40 SFVEN

T REQ

D=15.25 SF

VENT AC

TUAL=21 SF

LIGH

T REQ

D=11.8 SF

LIGH

T ACTU

AL=18.02 SFVEN

T REQ

D=5.9 SF

VENT AC

TUAL= 8.26 SF

(2) DH

2'-8" X 5'-0" LIG

HT 9.01 SF

VENT 4.13 SF

229 SFLiving/D

ining116 SF

Bedroom

1 Bedroom519 N

et SF

8480 SLID

ING

DR

/WIN

DLIG

HT = 40

VENT = 21

59 SFK

itchenette

9 SFC

l



1 Bedroom480 N

et SF

START OF 8" CMU WL ANGLED TOWARD NORTH



START OF 8" CMU WL ANGLED TOWARD NORTH



76' - 8" OVERALL

47' - 11" FROM NORTH WL TO BEGINNING OF ANGLED WALL TO SOUTH13' - 1 1/2"15' - 7 1/2"

15' - 7 1/2" 40' - 4" 20' - 8 1/2"

18' - 3"

8' - 0"8' - 0 1/4"

0P

0P

0B

0A

2N

0H

0H

0H

2N

1L

2J

0M

LIGH

T REQ

D=11.6 SF

LIGH

T ACTU

AL=18.02 SFVEN

T REQ

D=5.8 SF

VENT AC

TUAL=8.26 SF

LIGH

T REQ

D=25.9 SF

LIGH

T ACTU

AL=36.04 SFVEN

T REQ

D=12.95 SF

VENT AC

TUAL=16.52 SF

LIGH

T REQ

D=30.5 SF

LIGH

T ACTU

AL=40 SFVEN

T REQ

D=15.25 SF

VENT AC

TUAL=21 SF

LIGH

T REQ

D=11.8 SF

LIGH

T ACTU

AL=18.02 SFVEN

T REQ

D=5.9 SF

VENT AC

TUAL= 8.26 SF

1' - 4"

(2) DH

2'-8" X 5'-0" LIG

HT 9.01 SF

VENT 4.13 SF

(2) DH

2'-8" X 5'-0" LIG

HT 9.01 SF

VENT 4.13 SF

8' - 0"8' - 0"

1' - 4"

1' - 0 3/8"

154 SFLiving/D

ining116 SF

Bedroom

234 SFLiving/D

ining118 SF

Bedroom

NO

RTH

2

TYP ALL APTS 3' X 6' -8" B-LABEL, PEEPH

OLE & C

HAIN

TYP REQ

D

SMO

KE/CO

D

ETECTO

RSEE A801

0P

A103.019

8

1 Bedroom525 N

et SF

> 1' - 6"

UP

DN

3' - 7"11' - 1"3' - 7" 4' - 0" PUB HL

4' - 5"

2' - 0"5' - 0"5' - 0"

2' - 2 1/8"

3' - 2"3' - 0"

1' - 6"

2' - 0"

4' - 0"

0P

0P

0F

0P

0B

0B

2E2

E

2E

2E

2E

2E

2E

0B

0B

1G

0P

0P

0P

0B 0B

0H0H

2J

2J

2J

2J

2J

2J

> 1' - 6"

115 SFStair

45 SFB

ath

45 SFB

ath

25 SFW

.I.C.

8 SFC

l

8 SFC

l 60 SFK

itchenette9 SFC

l

15 SFPub H

all

8 SFC

l16 SF

Pub Hall TYP 3' X 80"

B-LBL W/GL

A103.017

Sim A103.016

25 SFC

l

0F

0B

57 SFK

itchenette

2' - 0" 10' - 6" 4' - 6"13' - 7" 13' - 6"

19' - 4 1/2"

14 SFH

all

26' - 11 1/2"

0B

0S

0B

2E

3' - 0"

0S

3' - 6"

3' - 0"

45 SFH

all

7' - 0"

(2) DH

2'-8" X 5'-0" LIG

HT 9.01 SF

VENT 4.13 SF

8480 SLID

ING

DR

/WIN

DLIG

HT = 40

VENT = 21

7' - 0"




Last Saved:

Drawing Number:

Seal & Signature:





PRO

JECT

:

Sheet 1 of 20

9/24/18 4:35:31 PM

A102.01

09/27/182017010.00

PAA01 Doc02

125-1

3 Jam

aica A

venu

eQu

eens

, NY

1141

8

New

Bui

ldin

g: 6

Res

Uni

ts &

1 C

omm

erci

al

2nd,

3rd

& 4

th F

loor

Pla

ns

8

1/4"

= 1

'-0"

A102

.01 12n

d Fl

oor P

lan1/

4" =

1'-0

"A1

02.01 2

3rd

Flr (

See

4th

Flr P

lan)

1/4"

= 1

'-0"

A102

.01 34t

h Fl

oor P

lan (

Dim

s/Wall

Typ

es A

pply

to 3

rd)

10





R

R

DN

DN

31' - 3 7/8" 14' - 10 1/2" 29' - 0 7/8"

6' - 6 3/4"

SLOPE

SLOPE

SLOPE SLOPE

NO

RTH

NEW TORCHED ON MODIFIED BITUMINOUS ROOF MEMBRANE (FIRESTONE APP 180 OR EQUAL)

WHEN MEMBRANE AND ALL FLASHING ARE COMPLETE, PROVIDE 2 COATS WHITE ELASTOMERIC COATING (GARDNER5 GAL. STA-KOOL ELASTOMERIC WHITE ROOF COATING OR EQUAL)

4" RD

ROOF LEADER AND SPLASH PAD FOR BULKHEAD ROOF (GUTTER ON SOUTH SLOPED ROOF)

2' - 0" NOTE ROOF HAS DOUBLE PITCH TOWARDS CENTER OF BUILDING AS SHOWN BY ROOF DRAIN LOCATION. TAPERED CRICKETS REQUIRED TO SLOPE TO DRAIN AND ALSO TO SLOPE AROUND BULKHEAD STRUCTURE. BULKHEAD ROOF SLOPES NORTH TO SOUTH TO GUTTER.

SLOPE BLKHD RF ABV

2Q

0H 2J

0H

0H

1R

(2) 2'X2' LOUVERSHIGH IN WALL

SLOPE

SLOPE3' X 6' -8" WITH

1/2 G

LASS

1R

0H


loser or No C

loser)

304.3.1(a) C

ircular Turning Space

4' - 0"

2' - 6 "

305.3 Clear

Floor Space

404.2.3.2(b) Front Approach, Push Side (N

o C

loser)

4' - 0"

3' - 0 "

5' - 0"

4' - 6"

5' - 0"

4' - 8"

604.3 Toilet Clearance

GRAB BARS REQD TO BE INSTALLED IN COMM TOIL

ALL BATHS HAVE TILED FLR, FLR-CLG WL TILE.

HC WC SAME AS OTHER WCS

WALL HUNG SINK: HC UNIT LAVATORY: AMERICAN STANDARD DECLYN WALL-MOUNT BATHROOM SINK IN WHITE (#321.026) WITH WALL HANGER, FAUCET HOLES ON 4" CENTERS.

TYP WALL HUNG CARRIER: WATTS DRAINAGE TCA-411 EPOXY COATED FLR MOUNTED CONCEALED ARM TRACK LAV CARRIER WITH HEAVY GA STL OFFSET UPRIGHTS WITH WELDED FEET, STL CROSS PLATE W/INTEGRAL MOUNTING BRACKETS, SLIDING ADJ ARM BRACKETS, AND ADJ CAST IRON CONCEALED ARMS WITH MOUNTING CLIPS, LEVELING SCREWS, AND BASIN LOCKING DEVICE.

3' - 2 1/8"2' - 9 1/2"

1' - 6"

4' - 0"

4' - 8"

P102.8.2.1 Toilet Type B+N

YC

5' - 0"

607.2 Tub

404.2.3.2(b) Front Approach, Push Side (N

o C

loser)

4' - 0"

3' - 0 "

404.2.3.2(f) Latch Approach, Pull Side (N

o Closer)(42"

Allowed)

3' - 6"

5' - 0"

4' - 0 "

2' - 6"

305.3 Clear

Floor Space

WH

IRLPO

OL -5 C

U. FT.

SELF-CLEAN

ING

SLIDE-

IN G

AS RAN

GE -STN

STL #W

EG515S0FS

WR

T111SFD 24" AD

A C

OM

PLIANT APT SIZE

TOP-FR

EEZER R

EFRIG

W

/11 CU

. FT. CAPAC

ITY

KRAU

S UN

DER

MO

UN

T STAIN

LESS STEEL 30 IN

. SING

LE BOW

L KITC

HEN

SINK KIT:

MO

DEL# KH

U100-30;

PREPAR

E FOR

AD

JUSTABLE

CO

UN

TERTO

P HEIG

HT

AND

PLUM

BING

AT SINK

1 1/8" TO 1 1/2"

GR

ANITE C

OU

NTER

BLOC

KING

MU

ST BE INSTALLED

IN W

ALLS FOR

FUTU

RE G

RAB

BARS O

R O

THER

APPUR

TENAN

CES FO

R H

AND

ICAPPED

USE.

INSTALLATIO

N O

F GR

AB BARS AR

E NO

T PART O

F THIS

CO

NTR

ACT FO

R R

ESIDEN

TIAL HC

UN

IT.

SEE OTH

ER D

RAW

ING

S FOR

MO

RE D

ETAILS REG

ARD

ING

AC

CESSIBILITY R

EQU

IREM

ENTS IN

THIS C

ON

TRAC

T.

4' - 0"

2' - 6 "

1003.12.5.6 Clear Floor Space Refrig

4' - 0"

2' - 6 "

1003.12.5.4.3Clear Floor SpaceRange 4' - 0 "

2' - 6"

1003.12.4.1 C

lear Floor Space Sink

TYP WL HUNG SINK/CARRIER SAME AS COMM TOIL

TYP WC & TUB SAME AS ALL UNITS

PREPARE FOR ADJ COUNTERTOP HEIGHT AT SINK BASE

1' - 3"1' - 11 1/8"

0' - 9 1/2"2' - 0"

1' - 6"

TILE BACKSPLASH TYP

BASE1' - 0"

SLIDE IN RANGE2' - 6"

BASE1' - 3"

SINK BASE REMOVABLE2' - 6"

4 DRWS1' - 3"

3' - 0"

ADJU

STAB

LE AT

SINK

1' - 6"

3' - 6"

4' - 0"

LOW

WALL

AT ST

AAIR

2' - 6"

1' - 6"

6' - 0"

2' - 0"

WL CAB2' - 0"

WL CAB1' - 0"

WL CAB & MICROWV2' - 6"

WL CAB1' - 3"

WL CAB2' - 6"

WL CAB1' - 3"

WRT111SFD 24" APT SIZE TOP-FREEZER REFRIG 11 CU. FT. CAPACITY

TYP TOILET: AMERICAN STANDARD CADET 3 RIGHT HEIGHT ELONGATED 1.28 GPF TOILET: MODEL #: 270AA.101.020 (WHITE) (LEFT FLUSH). SEAT: BEMIS 1200SLOWT000 PLASTIC ELONGATED TOILET SEAT WITH WHISPERCLOSE, EASYCLEAN AND CHANGE HINGES, WHITE.

TYP LAV/VANITY: GLACIER BAY ALL-IN-ONE 36 IN. W BATH VANITY COMBO IN AMBER WITH CULTURED MARBLE VANITY TOP IN WHITE

TYP TUB: KOHLER VILLAGER 60" X 30" ALCOVE BATH WITH INTEGRAL APRON (RIGHT/LEFT-HAND DRAIN) (WHITE).

ALL BATHROOMS HAVE TILED FLOORS AND FLOOR TO CEILING WALL TILE.

8' - 11"

1' - 3"3' - 2"

3' - 0"1' - 6"

5' - 0"

A103.019

8

SEE R

CP AN

D SEC

TIONS

(NEV

ER LE

SS TH

AN 8'

AFF A

T KITC

HENS

)8' -

6" CL

G HGT

VARIE

STY

P SOF

FIT1' -

0"

WRT111SFD 24" APT SIZE TOP-FREEZER REFRIG 11 CU. FT. CAPACITY

CORNER WL CAB2' - 0"

WL CAB1' - 0"

WL CAB2' - 0"

CORNER BASE CAB W LAZY SUSAN3' - 0"

SAMSUNG 1.6-CU FT OVER-THE-RANGE MICROWAVE (STAINLESS STEEL)MODEL # ME16H702SES

TILE BACKSPLASH TYP

WHIRLPOOL - 5 CU. FT. SELF-CLEANING SLIDE-IN GAS RANGE -STAINLESS STEEL #WEG515S0FS

KRAUS UNDERMOUNT STAINLESS STEEL 30 IN. SINGLE BOWL KITCHEN SINK KIT: MODEL# KHU100-30

4 DRWS1' - 3"

SINK BASE2' - 6"

BASE1' - 3"


CORNER BASE W LAZY SUSAN3' - 0"

WL CAB1' - 3"

WL CAB2' - 6"

WL CAB1' - 3"


WL CAB1' - 0"

CORNER WL CAB2' - 0"

3' - 6"

1' - 6"

3' - 0"

2' - 6"

1' - 6"

SAMSUNG 1.6-CU FT OVER-THE-RANGE MICROWAVE (STAINLESS STEEL)MODEL # ME16H702SES

TILE BACKSPLASH TYP

WHIRLPOOL - 5 CU. FT. SELF-CLEANING SLIDE-IN GAS RANGE -STAINLESS STEEL #WEG515S0FS

KRAUS UNDERMOUNT STAINLESS STEEL 30 IN. SINGLE BOWL KITCHEN SINK KIT: MODEL# KHU100-30

BASE2' - 0"

SINK BASE2' - 6"

BASE2' - 0"


BASE2' - 0"

REFRIG SPACE3' - 0"

WL CAB2' - 0"

WL CAB2' - 6"

WL CAB2' - 0"


WL CAB2' - 0"

WL CAB3' - 0"

2' - 6"

1' - 6"

7' - 0"

1' - 0"

3' - 6"

1' - 6"

3' - 0"

0' - 0"




Last Saved:

Drawing Number:

Seal & Signature:





PRO

JECT

:

Sheet 1 of 20

9/24/18 4:35:37 PM

A103.01

09/27/182017010.00

PAA01 Doc02

125-1

3 Jam

aica A

venu

eQu

eens

, NY

1141

8

New

Bui

ldin

g: 6

Res

Uni

ts &

1 C

omm

erci

al

Roo

f Pla

n, K

itche

n an

d Ba

ths

1/4"

= 1

'-0"

A103

.01 2Bu

lkhea

d an

d Ro

of F

loor P

lan

11

1/2"

= 1

'-0"

A103

.01 3AD

A To

ilet -

Com

mer

cial

1/2"

= 1

'-0"

A103

.01 4Ty

pe B

+NYC

HC

Bath

room

/Kitc

hen

1/2" = 1'-0"A103.015 HC Unit Kitchen Elevation

1/2"

= 1

'-0"

A103

.01 6Ty

p Ba

thro

om 3

rd/4

th F

loor

3/8"

= 1

'-0"

A103

.01 7Ty

p Ki

tchen

(3rd

/4th

)

1/2" = 1'-0"A103.018 Typ 3rd/4th Flr Kit Looking North/South

1/2" = 1'-0"A103.019 Typical 3rd/4th Flr Kitchen Looking West






1/2" = 1'-0"A103.011 2nd Flr Kitchen Elevation

1st Floor0' - 6"


2nd Floor12' - 6"

3rd Floor22' - 2 1/4"

4th Floor31' - 10 1/2"

Base Plane0' - 0"



FIN

CLG

8' - 0

"T/Mas47' - 6"

T/Mas Bulkhead53' - 0"

FIN

CLG

10' -

8 7/

8"FI

N CL

G8'

- 5 1

/8"

FIN

CLG

8' - 5

1/8

"

12' -

0"9'

- 8 1

/4"

9' - 8

1/4

"11

' - 7

1/2"

19R AT 7 37/64" EACHT AT 9 1/2" EACH

15R AT 7 3/4" EACH18 T AT 9 1/2" EACH

15R AT 7 3/4" EACHT AT 9 1/2" EACH

18R AT 7 3/4" EACHT AT 9 1/2" EACH

15R AT 6 9/16" EA T AT 11" EACH

8' - 2

1/2

"

1' - 0

5/8

"

4' - 0

"5'

- 6"

MAI

NTA

IN 7

' -0"

H

EAD

RO

OM

AT

CO

MM

ERC

IAL

STAI

R

TO C

ELLA

R

FIN CL

G6' -

11 3/8

"

FIN CL

G9' -

6"

1A301.01

1A302.01

3A303.01

1A303.01

2A303.01

NO

RTH

STRUCTURAL NOTES:A. MASONRY CONSTRUCTION:1. ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530-88/ASCE 5-88).2. ALL MASONRY SHALL BE LAID IN RUNNING BOND.3. MORTAR SHALL BE TYPE S CONFORMING TO ASTM C270,4. GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM CEMENT CONTENT OF 7.0 SACKS OF PORTLAND CEMENT PER CUBIC YARD.5. PROVIDE BOND BEAMS OR REINFORCED GROUTED UNITS WITH 2-#4 HORIZ CONTINUOUS REINFORCEMENT IN ALL MASONRY WALLS AT: A) THE BOTTOM AND TOP OF WALL OPENINGS AND SHALL EXTEND NOT LESS THAN 24 INCHES NOR LESS THAN 40 BAR DIAMETER PAST THE OPENING; B) STRUCTURALLY CONNECTED ROOF AND FLOOR LEVELS AND AT THE TOP OF WALLS; C) AT MAXIMUM SPACING OF 10 FEET UNLESS UNIFORMLY DISTRIBUTED JOINT REINFORCEMENT IS PROVIDED.6. PROVIDE MINIMUM OF ONE #5 CONTINUOUS VERTICAL REINFORCEMENT IN ALL MASONRY WALLS AT: A) MINIMUM OF 48 INCHES ON CENTER UNLESS OTHERWISE NOTED; B) ALL SIDES AND EDGES OF MASONRY OPENINGS AND SHALL EXTEND NOT LESS THAN 24 INCHES NOR LESS THAN 40 BAR DIAMETER PAST THE OPENING.7. ALL MASONRY CELLS CONTAINING REINFORCING SHALL BE FILLED SOLID WITH GROUT. GROUT SHALL BE SAME TYPE AS MORTAR.8. ALL VERTICAL MASONRY REINFORCEMENT SHALL BE DOWELED (12 INCHES) MINIMUM INTO SUPPORTING FOUNDATION WALL OR FOOTING, UNLESS OTHERWISE NOTED.9. REINFORCEMENT SHALL BE HELD IN PLACE USING POSITIONERS AT THE START, END AND SPLICES OF EACH BAR. PROVIDE ADDITIONAL SUPPORTS AT INTERVALS NOT GREATER THAN 192 BAR DIAMS OR 10'.10. SPLICE REINFORCEMENT A MINIMUM LAP OF 30 BAR DIAMETERS OR 12 INCHES, WHICHEVER IS GREATER.11, SINGLE WYTHE JOINT REINFORCEMENT TO BE TRUSS TYPE, 3/16" DIAMETER SIDE RODS WITH 9 GAGE CROSS TIES CONFORMING TO ASTM A82, PLACED HORIZONTALLY WITH A MAXIMUM VERTICAL SPACING OF 16 INCHES. WIRE REINFORCEMENT TO BE GALVANIZED.12 . CONCRETE MASONRY UNITS SHALL BE OF SIZE AND SHAPE INDICATED ON PLANS. TYPICAL 8" THICK UNIT SHALL BE 8X8X16 MODULAR WITH TWO CELLS AND SHALL HAVE A NET/GROSS AREA RATIO OF 53%.13. DO NOT USE ADMIXTURES CONTAINING CHLORIDES, NITRITES OR NITRATES.B. STRUCTURAL METAL FRAMING:1. ALL STRUCTURAL METAL FRAMING SHALL CONFORM TO AND BE ERECTED IN ACCORDANCE WITH THE LATEST RECOMMENDATIONS OF AMERICAN IRON AND STEEL INSTITUTE (AISI) COLD-FORMED STEEL DESIGN MANUAL: "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS".2. ALL JOISTS AND ACCESSORIES SHALL BE GALVANIZED AND SHALL BE FORMED FROM STEEL THAT CONFORMS TO THE REQUIREMENTS OF ASTM A-446 WITH A YIELD OF 50 KSI.3. ENGINEERING CALCULATIONS OR DATA SIGNED AND SEALED BY AN ENGINEER LICENSED TO PRACTICE IN THE STATE OF NY SHALL BE SUBMITTED VERIFYING THE FRAMING ASSEMBLY'S ABILITY TO MEET OR EXCEED DESIGN REQUIREMENTS.4. ALL CONSTRUCTION (MEMBER TO MEMBER, AND MEMBER TO STRUCTURE) SHALL BE THOROUGHLY EXAMINED AND DESIGNED.5. JOIST HANGERS (REGULAR AND BRIDLE TYPE) SHALL BE MANUFACTURER'S STANDARD FOR JOIST DEPTH AND LOADING.6. PROVIDE WEB STIFFENERS WHERE NECESSARY AT REACTION POINTS, AND AT POINTS OF CONCENTRATED LOADS.7. PROVIDE ADDITIONAL FRAMING AROUND ALL ROOF OPENINGS WHICH ARE LARGER THAN THE JOIST SPACING.8. END BLOCKING SHALL BE PROVIDED WHERE JOIST ENDS ARE NOT OTHERWISE RESTRAINED FROM ROTATION.9. ALL BRIDGING, BRACING, BLOCKING, STRAPPING, WEB REINFORCEMENT, ETC., MUST BE IN PLACE PRIOR TO LOADING.10. HOLES THAT ARE FIELD CUT INTO STEEL FRAMING MEMBERS SHALL BE WITHIN THE LIMITATIONS OF THE PRODUCT AND ITS DESIGN. PROVIDE REINFORCEMENT WHERE HOLES ARE CUT THROUGH LOAD BEARING MEMBERS IN ACCORDANCE WITH! MANUFACTURER'S RECOMMENDATION AND AS APPROVED BY PROJECT ARCHITECT OR ENGINEER.11. ALL JOISTS/ACCESSORIES ARE OF THE TYPE, SIZE, GAUGE AND SPACING SHOWN ON THE DWGS. HEAVIER GAUGES MAY BE SUBSTITUTED FOR THOSE SHOWN. 12. ALL JOISTS SHALL BE MARKED W/ MANUFACTURER'S NAME, GAUGE, SIZE OF MATERIAL, AND YIELD STRENGTH (I.E., 50 KSI, 37 KSI, OR 33 KSI). 13. ALL JOISTS, TRACKS, ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A MINIMUM G-60 GALVANIZED COATING, IN CONFORMANCE WITH THE REQMNTS OF ASTM A-525. 14. ALL GALV JOISTS 18 GAUGE AND LIGHTER AND ALL TRACK/ACCESSORIES 16 GAUGE AND LIGHTER, SHALL BE FORMED FROM STEEL THAT CONFORMS TO THE REQMNTS OF ASTM A-446 GRADE A, WITH A MIN YIELD OF 33 KSI. ALL JOISTS 16 GAUGE OR HEAVIER, AND ALL TRACK AND ACCESSORIES 14 GAUGE AND HEAVIER, SHALL CONFORM TO THE REQMNTS OF ASTM A446 GRADE D WITH A MIN YIELD OF 50 KSI. 15. ALL FASTENERS CONNECTING LIGHT GAUGE MEMBERS/ACCESSORIES SHALL BE A MIN OF NO. 10 SIZE HAVING A MIN DIAM OF 0.190 INCHES. USE A MIN OF 2 FASTENERS AT EACH LOCATION OR MORE WHERE SPECIFIED. 16. ALL FASTENERS CONNECTING LIGHT GAUGE MEMBERS TO STRUCT STL SHALL BE POWER DRIVEN FASTENERS OF 0.177 INCH DIAM MIN. ALL FASTENERS OF LIGHT GAUGE MEMBERS TO CONC SHALL BE POWER DRIVEN FASTENERS OF 0.1777 INCH DIAM MIN WITH A MIN EMBEDMENT OF 1-1/2". FASTENERS CONNECTING TRACK TO STRUCT STL OR CONC SHALL BE LOCATED AT JOIST SPACING - TYP. 17. STRUCTURAL PROPERTIES OF COMPONENTS SHALL BE COMPUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE A.I.S.I SPECIFICATION.18. ALL TRACKS NOT SPECIFICALLY CALLED FOR ON THE PLAN SHALL BE OF THE SAME GAUGE AS THE WALL JOIST OR HEAVIER.19. MINIMUM GAUGE OF STUDS SHALL BE 20 GAUGE THROUGHOUT THIS PROJECT.




Last Saved:

Drawing Number:

Seal & Signature:





PRO

JECT

:

Sheet 1 of 20

9/24/18 4:35:40 PM

A301.01

09/27/182017010.00

PAA01 Doc02

125-1

3 Jam

aica A

venu

eQu

eens

, NY

1141

8

New

Bui

ldin

g: 6

Res

Uni

ts &

1 C

omm

erci

al

Long

itund

inal

Bui

ldin

g Se

ctio

n 1,

Not

es

713

1/4" = 1'-0"A301.011 Longitudinal Section Through Main Exit Stairs

1/8"

= 1

'-0"

A301

.01 2Ke

y Plan

for S

ectio

ns


1st Floor0' - 6"


2nd Floor12' - 6"

3rd Floor22' - 2 1/4"

4th Floor31' - 10 1/2"



T/Mas47' - 6"

15R AT APPROX 7 13/32" EACH T AT APPROX 10" EACH

9' - 6"

1A301.01

1A302.01

3A303.01

1A303.01

2A303.01

NO

RTH

SLOPE TOP

ROOF MEMBRANE/FLASHING OVER T/WL

ROOF MEMBRANE COUNTERFLASHING SHALL BE INSTALLED OVER BLOCKING AT ALL PARAPETS AND TOPS-OF-WALLS. FASTENED AT OUTSIDE AND INSIDE FACE INTO TREATED BLOCKING.TREATED 2X8 ANCHORED TO TOP OF CEDAR SHIMS AS REQUIRED TO SLOPE TOWARD ROOF. SLOPE TOP

TYP ROOF COUNTER-FLASHING TERMINATION (SEE DETAIL)

ALUMINUM COPING .050 DARK BRONZE

CONTINUOUS CLEAT ANCHORED AT 12" O.C.

(2) CONTINUOUS BEADS FIRESTONE WATERBLOCK

TYP 1/2" SS ANCHORS AT 12" OC STAGGERED; COUNTERSUNK

CONTINUOUS BOND BEAM AT THIS ELEVATION AROUND 3 SIDES OF ADDITION AND AT RECONSTRUCTED PARAPET PARTY WALLS; SEE STRUCTURAL DRAWINGS

0' - 8

" MIN

NEOPRENE WASHER FASTENERS AT 12" OC

SLOPED ROOF MEMBRANE

ALL PARAPETS AND TOPS-OF-WALLS SHALL BE HANDLED AS SHOWN IN THIS DETAIL, EVEN IF NOT SPECIFICALLY DETAILED OR SHOWN/REFERENCED ON THE DRAWINGS.

TYP AT ALL NEW CMU WALLS, PROVIDE 1 CONTINUOUS BAND OF BOND BEAM AT THIS LOCATION NEAR THE TOP OF THE WALL AS SHOWN.

HORIZ JT REINF 16" OC VERT

TYP BOND BEAM CONTINUOUS BAND AROUND CMU WALLS (3 SIDES OF BLDG) AT WINDOW HEAD AND AT TOP OF WALL AS SHOWN ON OTHER DETAILS

ALUM WINDOW SEE EN101 FOR ENERGY REQMNTS; SEALANT REQD AT ENTIRE PERIMETER INSIDE ANT OUT

TYP DOUBLE TOP 2X3 WD PLATE

2X3 WINDOW FRAME

GWB WINDOW RETURNS

3/4" PLYWOOD FRAME AT ALL SIDES OF WINDOW OPENING STUCCO WINDOW RETURNS

CONTRACTOR OPTION: EITHER USE THE LINTEL SCHEDULE PROVIDED IN THESE DRAWINGS (FOR 8" WALL PROVED BACK TO BACK LINTELS OF THE SIZE SPECIFIED IN THE STRUCTURAL NOTES). OR PROVIDE BOND BEAM LINTELS AS SHOWN HERE.




Last Saved:

Drawing Number:

Seal & Signature:





PRO

JECT

:

Sheet 1 of 20

9/24/18 4:35:46 PM

A302.01

09/27/182017010.00

PAA01 Doc02

125-1

3 Jam

aica A

venu

eQu

eens

, NY

1141

8

New

Bui

ldin

g: 6

Res

Uni

ts &

1 C

omm

erci

al

Long

itudi

nal B

uild

ing

Sect

ion

2, D

etai

ls

1/4" = 1'-0"A302.011 Longitudinal Section Through Single-Flight Stairs

14

1/8"

= 1

'-0"

A302

.01 5Ke

y for

Sec

tions

3" = 1'-0"A302.012 Typical Parapet Wall and Top-of-Wall Coping Detail

1 1/2" = 1'-0"A302.013 Typ Window Head/Bond Beam (Door Head Similar)

1/4" = 1'-0"A302.014 Stairway Identification Signs


1st Floor0' - 6"

2nd Floor12' - 6"

3rd Floor22' - 2 1/4"

4th Floor31' - 10 1/2"



T/Mas47' - 6"

1st Floor0' - 6"


2nd Floor12' - 6"

3rd Floor22' - 2 1/4"

4th Floor31' - 10 1/2"



T/Mas47' - 6"

1st Floor0' - 6"


2nd Floor12' - 6"

3rd Floor22' - 2 1/4"

4th Floor31' - 10 1/2"


T/Mas47' - 6"

1A301.01

1A302.01

3A303.01

1A303.01

2A303.01

NO

RTH

RIGID INSULATIONRIGID INSULATION

NOTES:

1. PIPE SURFACE MUST BE FREE OF ALL RUST, GREASE, INSULATION AND LOOSE DEBRIS.2. PIPE MUST BE ANCHORED SECURELY.3. PREMOLDED QUICKSEAM PIPE FLASHING MAY BE CUT TO HEIGHT, BUT NO LOWER THAN REINFORCING RING (NO WRINKLES OR FOLDS UNDER CLAMPING RING).4. 12" QUICKSEAM FORMFLASH EXTENDING 1/4"" FROM PIPE FLASHING WALL TO 3" BEYOND PIPE FLASHING.5. APPLY LAP SEALANT BETWEEN PENETRATION AND PREMOLDED PIPE FLASHING PRIOR TO INSTALLATION OF CLAMPING RING.6. PREMOLDED PIPE FLASHING FITS 1" TO 6" PENETRATION SIZES.7. DO NOT USE WHEN SERVICE LINE TEMPERATURE EXCEEDS 180 DEG F.

3" 3"

STAINLESS STEEL CLAMPING RING

RO

UN

D P

ENET

RAT

ION

LAP SEALANT OR HIGH GRADE SEALANT

CONT BEAD OF LAP SEALANT (SEE NOTES)

FIELD FABRICATED METAL HOOD

PREMOLDED QUICKSEAM PIPE FLASHING


QUICKPRIME PLUS

12" QUICKSEAM FORMFLASH


BONDING ADHESIVE

ALUM SURFACE MOUNTED REGLET FLASHING

CONTINUOUS BEAD OF SEALANT

ROOF MEMBRANE FLASHING

INSTALL TERM BAR WITH 1/4" GAP BETW ADJ SECTIONS.

TERM BAR MUST BE CUT AT INSIDE & OUTSIDE CORNERS. DO NOT BEND AROUND CORNERS.

TERM BAR MUST BE FASTENED WITHIN 1" MAX OF ALL SECTION ENDS.

TERMINATION BAR. APPROPRIATE FASTENER 12" MAC OC

CONT BEAD OF WATERBLOCK BEHIND TERM BAR

CONTINUOUS BEAD OF SEALANT

ADJACENT ROOF STRUCTURE

0' - 8

" MIN

ALL TERMINATIONS OF ROOF MEMBRANE AT ADJACENT CONSTRUCTION SHALL BE HANDLED AS SHOWN IN THIS DETAIL, EVEN IF NOT SPECIFICALLY DETAILED OR SHOWN/REFERENCED ON THE DRAWINGS.

DOOR AND FRAME SPECIFICATIONS:

ALL APARTMENT DOORS SHALL BE B-LABEL FIRE RATED HOLLOW METAL WITH B-LABELED WELDED FRAMES. DOORS SHALL BE SELF-CLOSING AND LATCHING WITH 3 SPRING HINGES. DOORS SHALL HAVE PEEP HOLE, CHIME, DOOR CHAIN LOCK, AND 2ND SECURITY DEAD BOLT KEYED THE SAME AS THE MAIN LEVER SET. EACH APARTMENT SHALL BE NUMBERED. ALL APARTMENT DOORS SHALL BE "4 PANELED" EMBOSSED HOLLOW METAL. PROVIDE WALL MOUNTED OR FLOOR MOUNTED DOOR STOP AT EACH DOOR.

ALL STAIRWELL DOORS (FROM STAIR TO PUBLIC HALL) SHALL BE B-LABEL FIRE RATED HOLLOW METAL WITH B-LABELED WELDED FRAMES. DOORS SHALL BE SELF-CLOSING AND LATCHING WITH 3 SPRING HINGES. DOORS SHALL HAVE LEVER HANDLE PASSAGE SET. PROVIDE 5" X 20" VISION PANEL WITH WIRED GLASS. ALL STAIRWELL DOORS SHALL BE "4 PANELED" EMBOSSED HOLLOW METAL. PROVIDE WALL MOUNTED OR FLOOR MOUNTED DOOR STOP AT EACH DOOR.

DOOR TO ROOF FROM BULKHEAD SHALL BE FLUSH EXTERIOR-GRADE HOLLOW METAL WITH WELDED FRAME (GALVANIZE DOOR AND FRAME). DOOR SHALL BE INSULATED. DOOR SHALL BE SELF-CLOSING WITH HEAVY DUTY CLOSER. DOORS SHALL HAVE VISION LITE (1/2 DOOR SIZE AT TOP) WITH 1" LOW E ARGON INSULATED TEMPERED GLASS. LEVER LOCKSET SHALL ALWAYS BE EGRESSIBLE FROM THE INTERIOR OF THE STAIR FOR EMERGENCY EXITING. PROVIDE WALL MOUNTED DOOR STOP SHALL BE PROVIDED ON PARAPET WALL.

ALL INTERIOR DOORS SHALL BE FLUSH SOLID CORE BIRCH PREHUNG WITH 3 HINGES. PROVIDE LEVER SET APPROPRIATE TO FUNCTION (BEDROOM, BATH, ETC). INCLUDE WALL MOUNTED DOOR STOP ALL ALL SWINGING DOORS.

MAIN FRONT DOOR SHALL BE ALUMINUM COMMERCIAL WITH THERMALLY BROKEN FRAMES, INCLUDING SIDELITES AND TRANSOM. GLASS SHALL BE 1" LOW E ARGON FILLED INSULATED UNITS. SEE EN101 FOR DETAILED SPECIFICATION. DOOR SHALL BE SELF-CLOSING WITH HEAVY DUTY CLOSER. LEVER LOCKSET SHALL ALWAYS BE EGRESSIBLE FROM THE INTERIOR FOR EMERGENCY EXITING. PROVIDE ELECTRIC STRIKE WIRED TO APARTMENT ENTRY SYSTEM. WALL MOUNTED DOOR STOP SHALL BE PROVIDED.

MISCELLANEOUS SPECIFICATIONS:

KITCHEN CABINETS: HAMPTON BAY SHAKER WALL CABINETS IN DOVE GRAY ( FOR PRICING PURPOSES) (OR EQUAL).KITCHEN COUNTERS: GRANITE FROM LOCAL SUPPLIER, SCRIBED TO FIT EXACT SHAPES OF KITCHEN WITH 2 COATS SEALER.

TILE FLOORING: ALLOWANCE $2.50 PER SQUARE FOOT TILE MATERIAL ONLY (NOT INCLUDING SETTING PREPARATION OR SETTING MATERIALS, WHICH ARE PART OF THE BASE BID). KITCHEN BACKSPLASH AREAS INCLUDED. MARBLE THRESHOLDS SHALL BE INCLUDED IN BASE BID. ENTIRE FLOOR OF NON-DWELLING AREA IN CELLAR SHALL BE TILED.WALL TILE: ALLOWANCE $3.50 PER SQUARE FOOT TILE MATERIAL ONLY (NOT INCLUDING SETTING PREPARATION OR SETTING MATERIALS, WHICH ARE PART OF THE BASE BID). ALL BATHROOMS SHALL BE TILED FROM FLOOR TO CEILING WITH WALL TILE.

WOOD LAMINATE FLOORING: IFLOOR 5/8" SOLID HORIZONTAL CARBONIZED SAND DOLLAR IF-KW10022. SHELVING AT ALL CLOSETS: CLOSETMAID SHELF AND ROD, FULL WIDTH OF CLOSET.SHELVING AT ALL ENCLOSED LAUNDRY AREAS: CLOSET MAID SHELVES AT 16” OC VERTICALLY STARTING 16” ABOVE LAUNDRY MACHINES.

ALL GYPSUM WALLBOARD IN THE PROJECT SHALL BE 5/8" TYPE X MOLD RESISTANT UNO.

ALL APARTMENT STAIRS SHALL BE PAINTED STRUCTURAL STEEL WITH MARBLE TREADS. HANDRAILS SHALL ONLY BE REQUIRED ON ONE SIDE AND SHALL BE PAINTED INCLUDING BRACKETS. ALL LANDINGS SHALL BE TILED INCLUDING INTERMEDIATE LANDINGS. STAIRS TO CELLAR MECHANICAL ROOM FROM HALL AND FROM EXTERIOR THRU SIDEWALK DOOR SHALL BE PAINTED STRUCTURAL STEEL DIAMOND PLATE WITH ONE PAINTED HANDRAIL EXCEPT PROVIDE 2 HANDRAILS AT STAIR TO CELLAR FROM SIDEWALK DOOR.




Last Saved:

Drawing Number:

Seal & Signature:





PRO

JECT

:

Sheet 1 of 20

9/24/18 4:35:50 PM

A303.01

09/27/182017010.00

PAA01 Doc02

125-1

3 Jam

aica A

venu

eQu

eens

, NY

1141

8

New

Bui

ldin

g: 6

Res

Uni

ts &

1 C

omm

erci

al

Build

ing

Cro

ss S

ectio

ns, D

etai

ls

1/4" = 1'-0"A303.011 Typical Cross Section Incl. Unit 1 Stair to Cellar

1/4" = 1'-0"A303.012 Cross Section at Adjacent Existing Buildings

1/4" = 1'-0"A303.013 Cross Section at Front Steel/6" CMU Wall Support System

15

1/8"

= 1

'-0"

A303

.01 6Ke

y -Se

ction

s

12" = 1'-0"A303.014 Typical Pipe or Round Stl Column Roof Penetration

3" = 1'-0"A303.015 Typical Roof Counterflashing Termination Detail (Reglet)




JW

PLO

CKE

DR

GX

OO

CM

HF

3

GWB CLG APPROX 10' - 8 7/8" AFF

GWB CLG AT LOWERED AT APPROX 9' AFF

1' SOFFIT TYP AROUND ALL KITCHENS APPROX 8' AFF

ACT LOWERED AT APPROX 9' -6" AFF

ACT LOWERED AT APPROX 9' -6" AFF

SOFFIT AT APPROX9' - 0" AFF

GWB CLG AT LOWERED AT APPROX 9' AFF

WPFLH

EF

4' - 0" 2' - 0"4' - 0" 2' - 0"

7' - 6"

7' - 6"

2' - 0"

6' - 0"

4' - 0" 4' - 0"

EQEQ

EQ EQ

2' - 4"

6' - 0"

2' - 4"

EF

PROVIDE OCC LIGHTING SENSOR SWITCHES AT COMMERCIAL SPACE

PROVIDE DAYLIGHT SENSOR FOR EXTERIOR LIGHTS

PROVIDE OCC LIGHTING SENSOR SWITCH AT COMM TOILET

PROVIDE OCC LIGHTING SENSOR SWITCH AT STAIR TO CELLAR

WP

GWB CEILING AT APPROX 8' - 5 1/8" AFF LEVEL


1' SOFFIT TYP AROUND ALL KITCHENS APPROX 7' - 0" AFF


GWB CEILING AT LOWERED AT APPROX 8' - 0" AFF LEVEL


FLH

6' - 0"

8' - 0"

2' - 6"

EQ EQ

EQEQ

4' - 0" 2' - 0"

4' - 0"

4' - 0" 2' - 0"

4' - 0"

FLH

6' - 0"

5' - 6"

6' - 0"

5' - 6"

5' - 0"

5' - 0"

EF

8' - 7"

3' - 0"

4' - 0" 4' - 2 7/8" 4' - 0"

EQ EQ

6' - 0"

6' - 0"

EQ EQ







IN ALL PLAN VIEW DWGS, SHADED CLG DENOTES FINISH GWB ON FLOOR/CLG STRUCTURE ABOVE

IN ALL PLAN VIEW DWGS, UNSHADED CLG DENOTES LOWERED CLG

EF

WP

WP

FLH

FLH

EFSOFFIT AT APPROX8' - 0" AFF1' SOFFIT TYP AROUND ALL KITCHENS APPROX 7' - 0" AFF

GWB CEILING LOWERED AT APPROX 9' - 6" AFF LEVEL




GWB CEILING LOWERED AT APPROX 9' - 6" AFF LEVEL




EQEQ

WP

WP

FLH

FLH

2' - 6"

2' - 6"

8' - 7"

4' - 0" 2' - 0"

4' - 0"

2' - 0" 4' - 0"

4' - 0"

3' - 10

1/2"

4' - 0"

8' - 0"

EQEQ

EQEQ

8' - 0"

6' - 0"

4' - 0" 2' - 0"

4' - 0"

2' - 0" 4' - 0"

4' - 0"

EF

EF

EQEQ

POWER TO MOTORIZED DAMPERS PER ENERGY CODE

POWER TO EXHAUST FANS

POWER TO HEAT PUMP CONDENSERS AND OTHER MECH EQUIP

GYPSUM CEILING NOTES:WHEREVER A LOWERED CEILING IS NOTED, THE FIRE RATED CEILING SYSTEM ABOVE SHALL STILL BE INSTALLED PER THE CONSTRUCTION DETAILS FOR THAT FIRE RATED ASSEMBLY. IN OTHER WORDS, THE SUSPENDED PORTION OF THE CEILING SHALL NOT BE CONSIDERED PART OF THE FIRE RATED ASSEMBLY AND THE FIRE RATED ASSEMBLY SHALL NOT BE COMPROMISED BY THE LOWERED CEILING.

THIS CONDITION ALSO OCCURS AT THE ROOF/CEILING LOCATIONS, WHERE 2 LAYERS OF GWB ARE REQUIRED TO COMPLY WITH THE REQUIRED FIRE RATED ROOF ASSEMBLY. SUCH 2 LAYER CONSTRUCTION SHALL BE CONSTRUCTED AS SHOWN ON THE FIRE RATED ASSEMBLY DRAWINGS, AND ANY LOWERED CEILING SHALL NOT BE CONSIDERED PART OF THE ASSEMBLY.

LOWERED CEILINGS ARE TYPICALLY CALLED OUT WHERE ACCESS TO PLUMBING OR MECHANICAL SYSTEM COMPONENTS IS REQUIRED.

NOTE ANY PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE RATED PER NOTE ON OTHER DRAWINGS.

COORDINATE LIGHTING WITH ELECTRICAL, SPRINKLER, PLUMBING AND GEN CONTRACTORS.

ALL GYPSUM IN THIS PROJECT SHALL BE 5/8" TYPE X MOLD RESISTANT GWB.

LOW VOLTAGE SCOPE OF WORK:INTERCOM SYSTEM W/CAT 6 WIRING: LEE DAN IR-207 - 4 WIRE STAINLESS 2-GANG APARTMENT INTERCOM STATION WITH PLASTIC BUTTONS; MODEL DO-001 DR OPENER W/TRANSFORMER; ES-004 4-BUTTON, ECONOMY STYLE ANODIZED ALUM INTERCOM DOOR ENTRY PANEL FLUSH MOUNT; ALSO PROVIDE SEPARATE STL STL BOX W/ POSTAL KEY ACTIVATION OF DOOR.

PROVIDE RG59 SIAMESE CABLE FOR 8-CHANNEL DVR-BASED SECURITY SYSTEM: CCTV CAMERA PROS (HTTPS://WWW.CCTVCAMERAPROS.COM): 8 CHANNEL HD CCTV CAMERA DVR, 1080P AHD, HD-TVI, MAC IOS ANDROID MOBILE APPS W/ HDD ITB VIDEO HARD DRIVE. BASE STATION IN CELLAR. MUST BE INTERNET CAPABLE.

PROVIDE CAT6 & COAX CABLE (5 BOXES EACH APT) TO CENTRAL CELLAR LOCATION FOR INTERNET. EACH BOX CONTAINS (1) CAT6 & (1) COAX). ALL BOXES LOOPED TOGETHER FOR COAX W/(1) COAX HOMERUN TO CELLAR CENTRAL STATION. ALL CAT6 ARE HOMERUNS TO CELLAR STATION.

MISCELLANEOUS ELECTRICAL NOTES:ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE NYC ELECTRICAL CODE (NYCEC) AS WELL AS ALL REFERENCED STANDARDS SUCH AS THE NEC.

NOT ALL POWERED DEVICES ARE SHOWN ON THESE DRAWINGS. REFER TO OTHER GC, MECH, PLUMB DRAWINGS FOR ELECTRICAL CONNECTION INTERFACE REQUIREMENTS.

FOR EXAMPLE, PROVIDE POWER TO SOLENOID VALVE IN MECHANICAL ROOM AS REQUIRED BY THE NYCPC SO THAT DOMESTIC WATER TO THE BUILDING WILL SHUT OFF IF THE SPRINKLER SYSTEM SENSES FLOW TO A SPRINKLER HEAD. IN ADDITION, NOTE THAT ALL FLOW CONTROL SWITCHES MUST BE WIRED PROPERLY TO SEND A SIGNAL TO THE MONITORING COMPANY TO ALERT AUTHORITIES IN THE EVENT OF A FIRE.

EC SHALL READ THROUGH ALL DWGS IN THIS SET FOR COORDINATION. OTHER PRODUCTS MAY BE LISTED ON OTHER SHEETS AND ARE STILL PART OF THIS CONTRACT.

EC IS FULLY RESPONSIBLE FOR TEMP ELEC/LIGHTS AS REQD BY NYC DOB THROUGHOUT CONSTRUCTION.

EC IS ALSO RESPONSIBLE FOR ACCURATELY LABELING ALL BREAKERS. MIN SIZE OF ANY BREAKER SHALL BE 20 AMP. PROVIDE GFCI BREAKERS PER NYCEC.

TYP PROVIDE LIGHT CIRCUITS PER NYCEC & NEC. GFCI BREAKERS PER NYCEC. MIN SIZE OF ANY BREAKER SHALL BE 20 AMP.

TYP PROVIDE POWER & WALL SWITCHES FOR ALL INDOOR AIR HANDLERS (NOT SHOWN HERE). ALSO PROVIDE POWER & DISCONNECTS TO ROOF MOUNTED HEAT PUMP UNITS.

TYP PROVIDE POWER FEED AND WALL SWITCHES FOR ALL BATH EXH FAN/LIGHT/HEAT COMBO UNITS AND KITCHEN EXH FANS. REVIEW LOCATIONS WITH ARCH.

CELLAR ELEC SCOPE INCLUDES WIRING ELEC WTR HEATERS AS WELL AS RECIRCULATING PUMPS. RECIRCULATING LOOPS SHALL BE EQUIPPED WITH TIMERS THAT SO THAT SETTINGS CAN BE CHANGED BY OWNER BASED ON ACTUAL HOT WATER USAGE PATTERNS. ALSO COMPLY WITH EN101 ENERGY CODE REQMNTS. ALSO INCLUDED IS WIRING ANY SUMP OR DRAIN PUMPS.

NEW 200 AMP UNDERGROUND ELECTRICAL SERVICE WILL INCLUDE 7 ELECTRIC METERS (1 PLP, 5 RES, AND 1 COMMERCIAL). CONTRACT REQUIRES CLEAN INSTALLATION OF ALL MAIN SWITCHES AND DEVICES, SUBFEED PANELS, CONDUITS, CONDUCTORS, NYC APPROVED GROUND FAULT BREAKERS, ETC FOR NEAT PROFESSIONAL JOB.

GWB CLG APPROX 8' AFF

STAIR OPENING

GWB CLG AT APPROX 6' - 11 3/8" AFF

GWB CLG AT LOWERED AT APPROX 7' - 6" AFF

STAIR OPENING

GWB CLG AT APPROX 6' - 11 3/8" AFF

EQ7' -

0"EQ

1' - 6"

2' - 0"

6' - 0"

5' - 0"

6' - 0"

3' - 0"

2' - 0"

FLH

3' - 0"EQ EQ3' - 0"

7' - 0"

7' - 0"

4' - 0"

7' - 0"

7' - 0"

7' - 0"

PROVIDE OCC LIGHTING SENSOR SWITCHES AT MECH SPACE

PROVIDE OCC LIGHTING SENSOR SWITCHES AT COMMERCIAL SPACE

LIGHT SCHEDULE/ELECTRICAL LEGENDJUNO IC1ALEDG4 SERIES, WHITE, DEDICATED LED, AIR-LOC® SEALED NEW CONSTRUCTION HOUSING. CHOICE OF DIMMABLE DRIVERS. IC HOUSING DESIGNED FOR USES IN IC CONSTRUCTION. FOR USE WITH JUNO 440LEDG4 SERIES, 4-INCH LED RECESSED ADJUSTABLE TRIM MODULE. ENERGY STAR QUALIFIED AND CERTIFIED TO MEET THE HIGH EFFICACY REQUIREMENTS OF CALIFORNIA TITLE 24. PROVIDE LED LAMP ALSO.

SAME AS ABOVE; PROVIDE WATERPROOF HOUSING FOR WET LOCATION

HAIKU 52" H-SERIES INDOOR BAMBOO SHORT MOUNT CEILING; CARAMEL BAMBOO; WITH SENSEME TECHNOLOGY AND LED MODULE LIGHTING; INCLUDE LED LAMPS (S3150-S0)

SMOKE/CARBON MONO COMBO ALARM (SINGLE- OR MULTIPLE-STATION) WITH VISUAL ALARM NOTIFICATION CAPABILITY (NYCBC 907.2.10.5.

RESIDENTIAL BATH EXHAUST: PANASONIC FV-11VHL2 WHISPERWARM 110 CFM CLG MOUNTED FAN/HEAT/LIGHT/NIGHT-LIGHT COMBINATION.

KITCHEN EXHAUST: FV-11VQ5 WHISPERCEILING 110 CFM CEILING MOUNTED FAN.

4' TRACK WITH 3 HEADS, LITHONIA LTIKMSBK BN M LED LAMP

LITHONIA CLOSET LIGHT MOUNTED ABOVE DOOR. FMML 7 827 M6 VERSI LE. OCCUPANCY SENSOR.

EXTERIOR WALL MOUNTED LIGHT: LITHONIA OLLWULEDP140KMVOLTDDBM6 LED WALL CYLINDER; 14 WATT; 940 LUMENS; 75W EQUAL; 4000 KELVIN; OUTDOOR; UP AND DOWNLIGHT; DARK BRONZE; 120-277V; ON DAYLIGHT SENSOR.

STAIR (EMERGENCY) LIGHT: GLOBALUX LED WALL BRACKET/STAIRWELL LUMINAIRE 2’ HOUSING WITH LED 20W LAMP. LIGHTS ARE ON IN STAIRWELL CONTINUOUSLY FOR SAFETY. IN THE EVENT OF EMERGENCY THE BATTERY BACKUP TAKES OVER.

CELLAR STORAGE & MECH ROOM: LITHONIA LBL4 LP840 4' LED WRAP: LED PANEL UNIT (W/ OCCUPANCY SENSORS)

COMMERCIAL 2X4 TROFFER: LITHONIA 2BLT4 40L ADP LP840 -2X4 - LED RECESSED TROFFER - 4032 LUMENS - 34 WATT -4000K IN ACOUSTIC CLG GRID (W/OCCUPANCY SENSORS)

MIRROR MEDICINE CABINET WITH 4 LIGHTS ABOVE MIRROR: GRANVILLE 30"X30" SURFACE MOUNT LIGHTED WHITE MEDICINE CABINET.

LED STANDARD STRIP LIGHT INCLUDING ALL REQUIRED ACCESSORIES FOR PROPER OPERATION UNDER WALL MOUNTED CABINETS: INVISILED PRO 24V LED TAPE LIGHT LED UNDERCABINET UNIT 9W.

WP

FLH

EF

RECEPTACLE AND SWITCH LEGENDDUPLEX RECEPTACLE 20 AMP WHITE WITH METAL COVER

QUADRUPLEX RECEPTACLE 20 AMP WHITE WITH METAL COVER EXPOSED ON STONE/CMU WALL (EMT NEATLY INSTALLED)

QUADRUPLEX RECEPTACLE 20 AMP WHITE WITH METAL COVER

QUADRUPLEX GFCI RECEPTACLE 20 AMP WHITE WITH METAL COVER

DUPLEX EXTERIOR WATERPROOF WITH LOCKING METAL COVER

DEDICATED REFRIGERATOR DUPLEX OUTLET

GAS STOVE/RANGE DUPLEX POWER OUTLET

JUNCTION BOX FOR PIGTAIL FOR APPLIANCE (TYP DW)

CABLE TV/ETHERNET - SEE NOTES FOR LOW VOLTAGE SCOPE

SINGLE WALL SWITCH

WALL SWITCH 3 WAY

WALL SWITCH FOR FAN

WALL SWITCH FOR HEATER

WALL SWITCH TO VANITY MIRROR MOUNTED LIGHTS

OCCUPANCY SENSOR SWITCH WITH MANUAL ON AND FULL AUTOMATIC OFF WITHIN 20 MINUTES OF OCCUPANTS LEAVING SPACE

LIGHTING CONTROL NARRATIVE FOR COMMERCIAL SPACES ON 1ST FLOOR AND CELLAR (NOT APPLICABLE TO RESIDENTIAL AREAS): REFER ALSO TO EN102

OCCUPANT SENSOR LIGHTING CONTROLS IN THE COMMERCIAL 1ST FLOOR RETAIL SPACE SHALL BE MANUAL-ON WITH AUTOMATIC OFF WITHIN 20 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE.

OCCUPANT SENSOR LIGHTING CONTROLS IN THE CELLAR COMMERCIAL STORAGE SPACE SHALL BE MANUAL-ON AND FULL AUTOMATIC OFF WITHIN 20 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE.

OCCUPANT SENSOR LIGHTING CONTROLS IN THE CELLAR MECHANICAL ROOM SHALL BE MANUAL-ON AND FULL AUTOMATIC OFF WITHIN 20 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE.

OCCUPANT SENSOR LIGHTING CONTROL IN COMMERCIAL TOILET SHALL BE MANUAL-ON AND FULL AUTOMATIC OFF WITHIN 20 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE.




Last Saved:

Drawing Number:

Seal & Signature:





PRO

JECT

:

Sheet 1 of 20

9/24/18 4:36:10 PM

A801.01

09/27/182017010.00

PAA01 Doc02

125-1

3 Jam

aica A

venu

eQu

eens

, NY

1141

8

New

Bui

ldin

g: 6

Res

Uni

ts &

1 C

omm

erci

al

Ref

lect

ed C

eilin

g Pl

ans,

Ele

ctric

al N

otes

1/8" = 1'-0"A801.012 1st Floor RCP

1/8" = 1'-0"A801.013 2nd Floor RCP

1/8" = 1'-0"A801.014 3rd Floor RCP

1/8" = 1'-0"A801.015 4th Floor RCP

1/8" = 1'-0"A801.016 Bulkhead RCP

1/8" = 1'-0"A801.011 Cellar RCP

17


MECHANICAL EQUIPMENT SPECIFICATIONS:

INDIVIDUAL EXHAUST FANS AND EXHAUST SYSTEMS:INDIVIDUAL BATHROOM EXHAUST FAN UNITS: PANASONIC FV-11VHL2 WHISPERWARM 110 CFM CEILING MOUNTED FAN/HEAT/LIGHT/NIGHT-LIGHT COMBINATIONINDIVIDUAL KITCHEN EXHAUST FAN UNITS: FV-11VQ5 WHISPERCEILING 110 CFM CEILING MOUNTED FAN

COMBINED DUCT BATH EXHAUST SYSTEM SHALL BE BY MODULATING BUILDING EXHAUST SYSTEM (MBESV) (DEMAND-CONTROLLED VENTILATION SYSTEM): SYSTEM CONSISTS OF EFV ROOF TOP EXHAUST FAN (WITH "RCF" ROOF CURB), AN EBC 31 CONSTANT PRESSURE CONTROLLER INSTALLED ON ROOF IN A NEMA ENCLOSURE, WITH AN XTP PRESSURE TRANSDUCER INSTALLED AT THE BOTTOM OF THE DUCT.

COMBINED DUCT KITCHEN EXHAUST SYSTEM SHALL BE BY MODULATING BUILDING EXHAUST SYSTEM (MBESV) (DEMAND-CONTROLLED VENTILATION SYSTEM): SYSTEM CONSISTS OF EFV ROOF TOP EXHAUST FAN (WITH "RCF" ROOF CURB), AN EBC 31 CONSTANT PRESSURE CONTROLLER INSTALLED ON ROOF IN A NEMA ENCLOSURE, WITH AN XTP PRESSURE TRANSDUCER INSTALLED AT THE BOTTOM OF THE DUCT.

AIR CONDITIONING/HEATING SYSTEM:SEE DRAWINGS FOR INDOOR AIR HANDLER LOCATIONS. SEE DRAWINGS FOR OUTDOOR UNIT LOCATIONS. ALL PRODUCTS REFERENCES ARE FOR MITSUBISHI HYPERHEAT HEAT PUMP EQUIPMENT. (TOTAL EQUIP CAPACITY IS 234,000BTU < 480,000BTU COMMISSIONING NOT REQD)

1ST FLOOR/CELLAR COMMERCIAL TENANT: 1A = 1ST FLR INDOOR UNIT (RETAIL STORE) = MSZ-FH18NA; CA = CELLAR INDOOR UNIT (COMMERCIAL STORAGE) = MSZ-FH18NA; OUTDOOR UNIT FOR 2 INDOOR AIR HANDLERS = MXZ-5C42NAHZ; MITSUBISHI MINI-SPLIT HYPER-HEAT #M2L42W18180000; MITSUBISHI WALL MOUNTED 2-ZONE H2I SYSTEM - 42,000 BTU OUTDOOR -18K + 18K INDOOR - 19.0 SEER

1ST FLOOR/CELLAR RESIDENTIAL UNIT: 1B = 1ST FLR INDOOR UNIT (LIVING) = MSZ-FH18NA; 1C = 1ST FLOOR INDR UNIT (BEDROOM) = MSZ-FH09NA; 1D = 1ST FLR INDOOR UNIT (KITCHEN) = MSZ-FH15NA; CB = CELLAR INDOOR UNIT (RECREATION) = MSZ-FH18NA; OUTDOOR UNIT FOR 4 INDOOR AIR HANDLERS = MXZ-8C48NAHZ; MITSUBISHI MINI-SPLIT HYPER-HEAT #M4L48W09151818; MITSUBISHI WALL MOUNTED 4-ZONE H2I SYSTEM - 48,000 BTU OUTDOOR - 9K + 15K + 18K + 18K INDOOR - 18.9 SEER

2ND FLOOR RESIDENTIAL UNIT: 2A = 2ND FLR INDOOR UNIT (LIVING) = MSZ-FH18NA; 2B = 2ND FLR INDOOR UNIT (BEDROOM 1) = MSZ-FH12NA; 2C = 2ND FLR INDOOR UNIT (BEDROOM 2) = MSZ-FH12NA; 2D = 2ND FLR INDOOR UNIT (OFFICE NOOK) = MSZ-FH09NA; ; OUTDOOR UNIT FOR 4 INDOOR AIR HANDLERS = MXZ-5C42NAHZ; MITSUBISHI MINI-SPLIT HYPER-HEAT #M4L42W09121218; MITSUBISHI WALL MOUNTED 4-ZONE H2I SYSTEM - 42,000 BTU OUTDOOR - 9K + 12K + 12K + 18K INDOOR - 19.0 SEER

3RD FLOOR RESIDENTIAL UNIT (SOUTH): 3A = 4TH FLR INDOOR UNIT (LIVING) = MSZ-FH18NA; 3B= 4TH FLR INDOOR UNIT (BEDROOM) = MSZ-FH12NA; OUTDOOR UNIT FOR 2 INDOOR AIR HANDLERS = MXZ-3C30NAHZ; MITSUBISHI MINI-SPLIT HYPER-HEAT #M2L30W12180000; MITSUBISHI WALL MOUNTED 2-ZONE H2I SYSTEM - 30,000 BTU OUTDOOR - 12K + 18K INDOOR -18.0 SEER

3RD FLOOR RESIDENTIAL UNIT (NORTH): 3C = 4TH FLOOR INDOOR UNIT (LIVING) = MSZ-FH18NA; 3D = 4TH FLOOR INDOOR UNIT (BEDROOM) = MSZ-FH12NA; OUTDOOR UNIT FOR 2 INDOOR AIR HANDLERS = MXZ-3C30NAHZ; MITSUBISHI MINI-SPLIT HYPER-HEAT #M2L30W12180000; MITSUBISHI WALL MOUNTED 2-ZONE H2I SYSTEM - 30,000 BTU OUTDOOR - 12K + 18K INDOOR -18.0 SEER

4TH FLOOR RESIDENTIAL UNIT (SOUTH): 4A = 4TH FLR INDOOR UNIT (LIVING) = MSZ-FH18NA; 4B = 4TH FLR INDOOR UNIT (BEDROOM) = MSZ-FH12NA; OUTDOOR UNIT FOR 2 INDOOR AIR HANDLERS = MXZ-3C30NAHZ; MITSUBISHI MINI-SPLIT HYPER-HEAT #M2L30W12180000; MITSUBISHI WALL MOUNTED 2-ZONE H2I SYSTEM - 30,000 BTU OUTDOOR - 12K + 18K INDOOR -18.0 SEER

4TH FLOOR RESIDENTIAL UNIT (NORTH): 4C = 4TH FLR INDOOR UNIT (LIVING) = MSZ-FH18NA; 4D= 4TH FLR INDOOR UNIT (BEDROOM) = MSZ-FH12NA; OUTDOOR UNIT FOR 2 INDOOR AIR HANDLERS = MXZ-3C30NAHZ; MITSUBISHI MINI-SPLIT HYPER-HEAT #M2L30W12180000; MITSUBISHI WALL MOUNTED 2-ZONE H2I SYSTEM - 30,000 BTU OUTDOOR - 12K + 18K INDOOR -18.0 SEER

DEMAND CONTROLLED VENTILATION FOR ENERGY EFFICIENCY:

IN THIS PROJECT, ALL INDIVIDUAL KITCHEN EXHAUST FANS SHALL BE DUCTED AND COLLECTED INTO ONE COMMON DUCT ABOVE THE 4TH FLOOR LOWERED CEILING AND EXHAUSTED THRU THE ROOF WITH AN ENERVEX DEMAND CONTROLLED VENTILATION SYSTEM. THE SYSTEM SHALL BE THE MBESV SYSTEM CONSISTING OF A EFV ROOF TOP EXHAUST FAN AND AN EBC 31 CONSTANT PRESSURE CONTROLLER WITH AN XTP PRESSURE TRANSDUCER.

ALSO IN THIS PROJECT, ALL INDIVIDUAL BATH EXHAUST FANS SHALL BE DUCTED AND COLLECTED INTO ONE COMMON DUCT, SEPARATE FROM THE KITCHEN EXHAUST DUCT, ABOVE THE 4TH FLOOR LOWERED CEILING AND EXHAUSTED THRU THE ROOF WITH AN ENERVEX DEMAND CONTROLLED VENTILATION SYSTEM. THE SYSTEM SHALL BE THE MBESV SYSTEM CONSISTING OF A EFV ROOF TOP EXHAUST FAN AND AN EBC 31 CONSTANT PRESSURE CONTROLLER WITH AN XTP PRESSURE TRANSDUCER.

WITH A DEMAND CONTROLLED SYSTEM, RATHER THAN OPERATING AT FULL SPEED 24/7, THE MBESV SENSES WHEN NO APPLIANCES ARE RUNNING AND KICKS INTO A VERY LOW SPEED. ONCE THE APPLIANCE STARTS, THE INTERNAL APPLIANCE FAN CREATES PRESSURE INSIDE THE DUCT, CAUSING THE FAN TO SPEED UP.

APPLIANCE OPERATION SWITCHES IN THE APARTMENT UNITS SHALL TRIGGER THE OPERATION OF THE DEMAND CONTROLLER SO FANS SHALL NOT BE REQUIRED TO BE OPERATING 24/7, BUT ONLY AS DEMAND REQUIRES BASED ON ACTUAL HUMAN OCCUPANCY. DURING NORMAL OPERATION, RAMP-UP AND RAMP-DOWN TIME OF THE FAN WILL BE NO MORE THAN 20 SECONDS. IN THE CASE OF A MECHANICAL OR ELECTRICAL FAILURE, THE CONTROL GOES INTO ALARM AND SETS THE VENTILATOR TO RUN AT 100% SPEED.

THE EBC 31 CONTROL MODULATES THE SPEED OF THE EFV FAN BASED ON THE VENTILATION DEMANDS OF THE BUILDING TO MAINTAIN THE SET-POINT DURING NORMAL OPERATION. THE MBES ENSURES THE SET-POINT IS REACHED WITHIN 30 SECONDS OF SYSTEM START-UP AND IS MAINTAINED WITH A TOLERANCE OF 0.01”W.C.

GENERAL MECHANICAL NOTES

ALL WORK SHOWN ON THESE MECHANICAL DRAWINGS SHALL BE INSTALLED BY A QUALIFIED MECHANICAL CONTRACTOR (MC). ALL MECHANICAL WORK SHALL BE COMPLETED IN COMPLIANCE WITH THE CITY OF NEW YORK MECHANICAL CODE 2014 AND REFERENCE STANDARDS (NYCMC). CONTRACTORS SHALL PROVIDE CITY REQUIRED MECHANICAL MATERIALS EVEN WHERE NOT SPECIFICALLY STATED ON THESE DRAWINGS. IN ADDITION, CONTRACTOR SHALL COMPLETE REQUIRED MECHANICAL SYSTEM TESTING AT APPROPRIATE TIMES.

DO NOT CUT ANY JOISTS OR DRILL ANY JOISTS FOR DUCTWORK OR PIPING WITHOUT PRIOR APPROVAL OF THE ARCHITECT. OFFSET DUCTS AND PIPES TO AVOID FIELD CONFLICTS. HOWEVER, ALL DUCTWORK AND PIPING, INCLUDING OFFSETS, SHALL BE INSTALLED PARALLEL OR AT RIGHT ANGLES TO THE BUILDING STRUCTURE, AND SHALL BE INSTALLED NEATLY. ALL DUCTWORK AND PIPING SHALL ALSO BE INSTALLED PLUMB AND LEVEL UNLESS SLOPE IS REQUIRED FOR GRAVITY DRAINAGE.

OUTDOOR CONDENSING UNITS ARE LOCATED ON THE ROOF. UNITS MOUNTED ON ROOF SHALL BE MOUNTED ON ROOF MOUNTED STEEL BEAMS INSTALLED BY THE GC. CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO THE PIPING DIRECTIONS FOR THESE SYSTEMS AS EACH INDOOR UNIT MUST BE PIPED TO ITS OUTDOOR UNIT WITH A MINIMUM OF LENGTH OF PIPE. TUBING SHALL BE CAREFULLY INSULATED OUTSIDE THE BUILDING ENVELOPE AND INSIDE THE BUILDING ENVELOPE. REVIEW ALL PIPING/DUCT RUNS AND WALL/ROOF PENETRATIONS WITH ARCHITECT PRIOR TO INSTALLATION.

PER NYCMC 302.2, PENETRATIONS OF FLOOR/CEILING ASSEMBLIES AND ASSEMBLIES REQUIRED TO HAVE A FIRE-RESISTANCE RATING SHALL BE PROTECTED IN ACCORDANCE WITH THE NEW YORK CITY BUILDING CODE (NYCBC). SEE PARTITION TYPES, REFERENCE PLANS, AND GENERAL SHEETS FOR FIRE RATING REQUIREMENTS.

PER NYCMC 502.19, DUCTS FOR DOMESTIC KITCHEN EXHAUST SYSTEMS AND BATHROOM EXHAUST FANS SHALL BE A MINIMUM OF NO. 18 GAGE GALVANIZED SHEET METAL. HARD DUCT SHALL BE USED IN ALL LOCATIONS EXCEPT A MINIMUM RUN OF 4' MAY BE FLEXIBLE DUCT AT EACH FIXTURE ONLY WITH PRIOR APPROVAL BY THE ARCHITECT. PER NYCMC 603.4, ALL METALLIC DUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS—METAL AND FLEXIBLE. PER NYCMC 603.9, ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS IN METALLIC DUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN SMACNA HVAC DUCT CONSTRUCTION STANDARDS—METAL AND FLEXIBLE. ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS SHALL BE SEALED IN ACCORDANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE.

PER NYCMC 603.10, ALL DUCTS SHALL BE SUPPORTED WITH APPROVED HANGERS AT INTERVALS NOT EXCEEDING 10 FEET OR BY OTHER APPROVED DUCT SUPPORT SYSTEMS DESIGNED IN ACCORDANCE WITH THE NYCBC. FLEXIBLE AND OTHER FACTORY-MADE DUCTS SHALL BE SUPPORTED IN ACCORDANCE WITH THE MANUFACTURER’S INSTALLATION INSTRUCTIONS. DUCTS SHALL NOT BE HUNG FROM OR SUPPORTED BY SUSPENDED CEILINGS

PER NYCMC 401.5, AIR EXHAUST OPENINGS THAT TERMINATE OUTDOORS SHALL BE PROTECTED WITH CORROSION-RESISTANT SCREENS, LOUVERS OR GRILLES.

ALL DUCTS SHALL BE INSULATED TO PREVENT CONDENSATION WITH A MINIMUM OF A 1/2" THICK JACKET, EVEN WHEN LOCATED WITHIN WALLS. INSULATION SHALL BE FOR THEIR CONTINUOUS LENGTH WITHOUT GAPS AT ELBOWS, FITTINGS, AND JOINTS.

EVERY FAN SHALL BE FITTED WITH A BACKDRAFT DAMPER.

NOTE MICROWAVE UNITS ARE TO BE SET UP AS RECIRCULATING.

WHEREVER POSSIBLE, USE WIDE-SWEEP ELBOWS OR BENDS TO REDUCE THE RESISTANCE TO AIRFLOW. IN GENERAL, MINIMIZE ELBOWS AND BENDS. LAYOUT RUNS TO ACHIEVE THE LEAST LENGTH OF DUCT RUN AND BENDS. ADVISE ARCHITECT IF ALTERNATIVE LAYOUTS WILL ACHIEVE GREATER VENTILATION RESULTS.

NYCMC 501.2 EXHAUST DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED OUTDOORS AT A POINT WHERE IT WILL NOT CAUSE A NUISANCE AND THE AIR SHAFT WILL BE LOCATED NOT LESS THAN THE DISTANCES SPECIFIED IN SECTION 501.2.1. THE AIR SHALL BE DISCHARGED TO A LOCATION FROM WHICH IT CANNOT AGAIN BE READILY DRAWN IN BY A VENTILATING SYSTEM. 501.2.1 LOCATION OF EXHAUST OUTLETS. THE TERMINATION POINT OF EXHAUST OUTLETS AND DUCTS DISCHARGING TO THE OUTDOORS SHALL BE LOCATED WITHIN THE FOLLOWING MINIMUM DISTANCES:3. FOR ALL ENVIRONMENTAL AIR EXHAUST OUTLETS: 3’ FROM PROPERTY LINES; 3’ FROM OPERABLE OPENINGS INTO BUILDINGS FOR ALL OCCUPANCIES, AND 10’ FROM MECHANICAL AIR INTAKES. SUCH EXHAUST OUTLETS SHALL NOT BE CONSIDERED HAZARDOUS OR NOXIOUS.5. FOR SPECIFIC SYSTEMS SEE THE FOLLOWING SECTIONS:5.2. KITCHEN HOODS AND OTHER KITCHEN EXHAUST EQUIPMENT, SECTIONS 506.3.12, 506.4 AND 506.5.6. IN OCCUPANCY GROUP R-2 EACH DWELLING UNIT MAY BE INDIVIDUALLY EXHAUSTED DIRECTLY TO THE OUTDOORS WITH A DEDICATED, EXHAUST FAN AND SHALL COMPLY WITH THE FOLLOWING:6.1. THE EXHAUST SYSTEM FOR THE KITCHEN AND THE TOILET/BATHS MAY BE COMBINED TO THE INLET OF A CONTINUOUSLY OPERATED SINGLE FAN, PROVIDED SUCH EXHAUST SYSTEM SERVES ONLY ONE DWELLING UNIT.6.2. THE DEDICATED EXHAUST FROM EACH DWELLING UNIT SHALL BE DIRECTED AWAY FROM ANY WINDOW SERVING THE SAME DWELLING UNIT FROM WHICH THE EXHAUST IS TAKEN, AND IN ADDITION, SUCH EXHAUST OPENING SHALL TERMINATE AT LEAST:6.2.1. 2’ FROM ANY OPERATIONAL WINDOW OR DOOR SERVING THE SAME DWELLING UNIT.6.2.2. 3’ FROM ANY OPERATIONAL WINDOW OR DOOR SERVING AN ADJOINING DWELLING UNIT.6.2.3. 3’ FROM ANY OPERATIONAL WINDOW OR DOOR SERVING ANOTHER OCCUPANCY GROUP IN THE SAME BUILDING.

GENERAL COORDINATION OF CONTRACTORS

NOTE THAT THE EC IS RESPONSIBLE FOR THE INSTALLATION OF THE EXHAUST FANS, CONTROLS AND CONTROL WIRING, THERMOSTAT WIRING, SWITCHES, AND TRIM IN THE BATHROOMS AND THE WIRING OF THE KITCHEN HOODS.

GC IS RESPONSIBLE FOR THE FRAMING, BLOCKING, DUNNAGE STEEL, AND CABINETRY AND APPLIANCE SETTING IN PREPARATION FOR THE INSTALLATION OF THE FANS AND/OR MECHANICAL DUCTWORK, AS WELL AS OVERALL COORDINATION OF THE JOB.

MC IS RESPONSIBLE FOR THE INSTALLATION OF ALL DUCTWORK, INSULATION, CONNECTION TO STRUCTURE, MOUNTING BRACKETS AND HARDWARE, BRACING AND ASSOCIATED WORK, AS WELL AS FACTORY-PROVIDED PLASTIC DRAIN LINE CONNECTIONS FROM WALL MOUNTED AIR HANDLERS TO PC-PROVIDED COPPER TUBING WITHIN 5' OF EACH INDOOR AIR HANDLING UNIT. PROPER COORDINATION IS REQUIRED BY ALL CONTRACTORS. SEE COORDINATION NOTES ON OTHER SHEETS.

NEW YORK CITY ENERGY CONSERVATION CODE (NYCECC) REQUIREMENTS:NYCECC C403.2.3 HVAC EQUIP PERFORMANCE REQUIREMENTS. EQUIPMENT SHALL MEET THE MIN EFFICIENCY REQUIREMENTS OF TABLE C403.2.3(1). TABLE C403.2.3(1) ELECTRICALLY OPERATED UNITARY AIR CONDITIONERS/CONDENSING UNITS: AIR COOLED < 65,000 BTU/H: SPLIT SYSTEM; 14.0 SEER MIN; 8.2 HSPF MIN; ACTUAL UNITS: 18.9/19 SEER; 11 HSPF.

1B

TYP AT ALL INDOOR AIR HANDLERS; INSTALL AS HIGH AS POSSIBLE WITH ENOUGH CLEARANCE FOR REMOVAL AND MAINTENANCE

3X10 COMMERCIAL BATH UP TO ROOF MOUNTED FAN

4" DIAM BATH FROM BELOW JOGGED TO SOUTH TO CONNECT TO BATH ON LEVEL 1

1D

1C

1A

3X10 KITCHEN UP

3X10 BATH UP

TYP ALL FLOORS: CONNECT 4" DIAM HARD DUCT TO 3X10 RECTANGULAR DUCT IN CHASE

CB

CA


4" DIAM BATH UP AND JOG IN WL


2B

2D

2C

2A


3X10 COMMERCIAL BATH FROM BELOW

3X10 KITCHEN FROM BELOW

3X10 BATH FROM BELOW

4" DIAM BATH UP

4" DIAM KITCHEN UP


4" DIAM BATH UP

3C

3D

3B


3X10 COMMERCIAL BATH FROM BELOW

3X10 KITCHEN FROM BELOW TO CONT UP W NEW KIT CONNECTION

3X10 BATH FROM BELOW TO CONTINUE UP W NEW BATH CONNECTION

3X10 BATH TO CONTINUE UP FROM BELOW

3X10 BATH TO CONTINUE UP W NEW BATH CONNECTION

3X10 KITCHEN TO CONTINUE UP WITH NEW KIT CONNECTION


3A

4C

4A

4D

4B


3X10 COMMERCIAL BATH FROM BELOW TO EXIT THRU ROOFTOP FAN

(2) 3X10 BATH FROM BELOW TO CONNECT WITH ALL BATH DUCTS ABV CLG & EXIT THRU ROOFTOP FAN

3X10 BATH FROM BELOW TO CONNECT WITH ALL BATH DUCTS ABV CLG AND EXIT THRU ROOFTOP FAN

3X10 KITCHEN FROM BELOW (CONNECT WITH ALL KITCHEN DUCTS ABV CLG & EXIT THRU ROOFTOP FAN)

CONNECT 4" DIAM KIT HARD DUCT TO 3X10 RECTANGULAR DUCT IN CHASE (NOT SHOWN HERE)

KIT CURBED FAN

BATH CURBED FAN

COMMERCIAL BATH CURBED FAN

AVOID CONFLICT

AVOID CONFLICT

DUNNAGE STL BY GC; MC TO PROVIDE UNISTRUT AS REQUIRED FOR STRONG MOUNTING OF OUTDOOR HEAT PUMP CONDENSING UNITS]

1A, C

A

1B, 2

C,

2D, C

B3A

, 3B,

3C

, 3D

4C, 4

D

2A, 2

B,

2C, 2

D4A

, 4B

MC TO INSTALL TO MAINTAIN MANUF REQD CLEARANCES FOR AIR FLOW TO CONDENSERS HEAT PUMP CONDENSING UNITS (DASHED)

2' - 0"

2' - 0"

2' - 6"

2' - 0" KIT CURBED FAN

BATH CURBED FAN

COMMERCIAL BATH CURBED FAN

PER ENERGY CODE C402.4.3, PROVIDE SHUTOFF DAMPERS AT STAIR VENTS WITH CLASS 1 MOTORIZED DAMPERS. DAMPERS SHALL HAVE AIR LEAKAGE NOT GREATER THAN 4 CFM/SF OF DAMPER SURFACE AREA AT 1" WATER GAUGE AND SHALL BE LABELED BY APPROVED AGENCY WHEN TESTED IN ACCORDANCE TO AMCA 500D. BETEC CAD MOTORIZED FRESH AIR DAMPER – AMCA 500D MODEL: MFAD – GB-21; GALVANIZED STEEL; 3V – SINGLE BLADE; LEAKAGE= CLASS-I/II AT 250°F; MAX VELOCITY=2000FPM; MAX PRESSURE = 4” W.G; AIRFLOW DIRECTION = EITHER.STAIRWAY AND SHAFT VENT DAMPERS SHALL BE INSTALLED WITH AUTOMATIC CONTROLS CONFIGURED TO OPEN UPON THE ACTIVATION OF ANY FIRE ALARM INITIATING DEVICE OF THE BUILDING’S FIRE ALARM SYSTEM OR THE INTERRUPTION OF POWER TO THE DAMPER.

TYP FEED TO MAIN DUCT IS 4" DIAM HARD DUCT

TYP MAIN DUCT IS 3" X 10" HARD DUCT

CURB-MOUNTED EXHAUST FANS/SYSTEMS PER SPECIFICATIONS

REVIEW ALL DUCTWORK RUNS AND JOGS WITH ARCH IN FIELD PRIOR TO INSTALLATION

JOG ONLY AS REQD FOR CLEARANCE

JOG AS REQD FOR CLEARANCES

ROUTE DUCTWORK IN LOWERED CEILING TO AVOID CROSSING AND CONFLICTS. SEE RCP.

B

K

K

KBC

BK

B

BB

BK

K

BCA CB

1A 1D1B 1C

2A2D 2B 2C

3B 3A 3C 3D

4B 4A 4C 4D




Last Saved:

Drawing Number:

Seal & Signature:





PRO

JECT

:

Sheet 1 of 20

9/24/18 4:36:26 PM

M101.01

09/27/182017010.00

PAA01 Doc02

125-1

3 Jam

aica A

venu

eQu

eens

, NY

1141

8

New

Bui

ldin

g: 6

Res

Uni

ts &

1 C

omm

erci

al

Mec

hani

cal

1/8" = 1'-0"M101.012 1st Flr Mechanical RCP

1/8" = 1'-0"M101.011 Cellar Mechanical RCP

1/8" = 1'-0"M101.013 2nd Flr Mechanical RCP 1/8" = 1'-0"M101.01

4 3rd Flr Mechanical RCP1/8" = 1'-0"M101.01

5 4th Flr Mechanical RCP1/8" = 1'-0"M101.01

6 Roof Mechanical Plan

18

1/8" = 1'-0"M101.017 Mechanical Riser Diagram (Schematic - See Plans for Actual Locations)




COM 3N

4N

2

4S

1N3S

GENERAL PLUMBING NOTESPLUMBING CONTRACTOR SHALL BE NOTED AS PC THROUGHOUT THESE CONSTRUCTION DOCUMENTS, AND SHALL BE LICENSED BY THE CITY OF NEW YORK TO PERFORM THE DUTIES REQUIRED BY THIS CONTRACT . WHEREVER THE ACRONYM NYCPC IS USED, IT SHALL MEAN THE NEW YORK CITY PLUMBING CODE 2014 VERSION, INCLUDING APPLICABLE REFERENCE STANDARDS, TO WHICH ALL PLUMBING RELATED WORK MUST CONFORM. WHEREVER THE ACRONYM DOB IS USED IT SHALL MEAN THE NEW YORK CITY DEPARTMENT OF BUILDINGS. WHEREVER THE ACRONYM NYCBC OR THE TERM BUILDING CODE (BC) ARE USED, THEY SHALL MEAN THE NEW YORK CITY BUILDING CODE 2014 VERSION, INCLUDING APPLICABLE REFERENCE STANDARDS, TO WHICH ALL WORK OF THIS PROJECT SHALL CONFORM.

PC IS RESPONSIBLE FOR ALL COORDINATION WITH ANY CITY OF NEW YORK AGENCY, DEPARTMENT, UTILITY THAT MAY REQUIRE A PERMIT, AN APPROVAL, TESTING, INSPECTION, OR SIGNOFF FOR A COMPLETE OCCUPIABLE PROJECT AS RELATED TO THE PLUMBING SCOPE OF WORK. ARCHITECT SHALL MAKE THE ORIGINAL APPLICATION FOR THE BUILDING PERMITS THROUGH THE DOB, INCLUDING THE ORIGINAL SCHEDULE B AND THE CROSS CONNECTION PERMIT. HOWEVER, AFTER THE ORIGINAL PERMITS ARE OBTAINED BY THE ARCHITECT, THE PC SHALL BE RESPONSIBLE FOR OBTAINING ALL WORK PERMITS, INSPECTIONS, TESTING, MODIFICATIONS TO SCHEDULE B, AND PERMIT RENEWALS AS PERTAINING TO THE WORK OF THIS CONTRACT. WITHIN THE PC BID, INCLUDE THE COST OF ONE ANNUAL RENEWAL TERM FOR ALL REQUIRED PERMITS, EFFECTIVELY ALLOWING TWO YEARS TO CONSTRUCT THE BUILDING.

THE WORK OF THIS CONTRACT INCLUDES, BUT IS NOT LIMITED TO, SANITARY DRAINAGE PLUMBING, PLUMBING VENTING, STORM DRAINAGE PLUMBING, DOMESTIC HOT AND COLD WATER PLUMBING, DOMESTIC WATER HEATER INSTALLATION, NEW SEWER LINE AND CONNECTION, GAS PIPING, PLUMBING SIGNOFFS, DEP APPROVED CROSS CONNECTION, UTILITY COORDINATION FOR NATURAL GAS. PC SHALL INCLUDE ALL RELATED FEES AND COSTS FOR THESE NECESSARY PERMITS, INSPECTIONS, TESTS, AND SIGNOFFS IN THEIR BID.

ALL ABOVE GROUND SANITARY WASTE AND VENT PIPING SHALL BE NO-HUB CAST IRON PIPE PER NYCPC TABLE 702.1 MEETING ASTM A888 SPECIFICATIONS. ALL UNDERGROUND BUILDING DRAINAGE AND VENT PIPING SHALL BE NO-HUB CAST IRON PIPE PER NYCPC TABLE 702.2 MEETING ASTM A888 SPECIFICATIONS. ALL BUILDING SEWER PIPING SHALL BE NO-HUB CAST IRON PIPE PER NYCPC TABLE 702.3 MEETING ASTM A888 SPECIFICATIONS. ALL HORIZONTAL DRAIN AND VENT PIPING SHALL SLOPE PER NYCPC TABLE 704.1, WITH PIPES SIZED 3 TO 6 INCHES IN DIAMETER SLOPING A MINIMUM OF 1/8 INCH PER FOOT AND PIPES SIZED SMALLER THAN 3" INCHES IN DIAMETER SLOPING AT A MINIMUM OF 1/4 INCH PER FOOT. PC SHALL PAY PARTICULAR ATTENTION TO SUDS PRESSURE ZONES AS INDICATED ON THE DRAWINGS AND IN NYCPC 704.6. CLEAN OUTS, WHETHER SHOWN EXPLICITLY ON THE DRAWINGS OR NOT, SHALL BE PROVIDED AT ALL CHANGES IN DIRECTION GREATER THAN 45 DEGREES AND AT THE BASE OF EACH STACK AS PER NYCPC 708.3.3 AND 708.3.4. WHEN LAYING OUT PLUMBING, REVIEW CLEAN OUT CLEARANCES TO COMPLY WITH NYCPC 708.8. IN ADDITION, ALL PLUMBING LAYOUTS SHALL BE REVIEWED PRIOR TO ASSEMBLY WITH THE ARCHITECT IN A FIELD MEETING. THE ARCHITECT RESERVES THE RIGHT TO MODIFY ANY LAYOUTS BY THE PC.

ALL STORM WATER DRAINAGE PIPING AND VENTS SHALL BE NO-HUB CAST IRON PIPE PER NYCPC TABLE 1102.4 MEETING ASTM A888 SPECIFICATIONS. ALSO NOTE THE PROJECT HAS A SUMP PIT AND SUBSOIL DRAINAGE SYSTEM (WHICH WILL BOTH BE INSTALLED BY THE GC) THAT WILL REQUIRE PUMPS INSTALLED BY THE PC AS WELL AS DISCHARGE PIPING TO THE MAIN STORM BUILDING DRAIN. SEE STRUCTURAL DRAWINGS FOR MORE DETAILS.

PC SHALL GENERALLY PROVIDE ALL REQUIRED PLUMBING MATERIALS, CLEAN OUTS, VALVES, CONNECTIONS, SUPPORTS, ETC. EVEN WHERE NOT SPECIFICALLY STATED ON THESE DRAWINGS (EXCEPT AS SPECIFICALLY NOTED ON THESE DRAWINGS SUCH AS FOR PLUMBING FIXTURES AND FAUCETS/CONTROLS WHICH SHALL BE PROVIDED TO THE PC BY THE OWNER). THE PC SHALL PROVIDE COMPLETE AND FULLY CODE-COMPLIANT AND OPERATIONAL PLUMBING SYSTEMS WITHIN THE BUILDING. IN ADDITION, CONTRACTOR SHALL COMPLETE REQUIRED PLUMBING SYSTEM INSPECTIONS AND TESTING AT APPROPRIATE TIMES.

PC SHALL NOT CUT OR DRILL THROUGH ANY JOISTS, CONCRETE, OR STRUCTURAL MATERIALS WITHOUT PRIOR APPROVAL OF THE ARCHITECT IN COMPLIANCE WITH NYCPC 307.2. WHERE PENETRATIONS ARE REQUIRED AS SHOWN ON THE DRAWINGS, CARE SHALL BE EXERCISED SO AS TO MINIMIZE THE SIZE OF THE PENETRATION AS IT RELATES TO THE PIPE THAT PENETRATES THE ASSEMBLY. PENETRATIONS OF FLOOR/CEILING ASSEMBLIES AND FIRE-RESISTANCE-RATED ASSEMBLIES INCLUDING WALL PENETRATIONS SHALL BE FIRE-STOPPED AND PROTECTED BY THE PC IN ACCORDANCE WITH THE NEW YORK CITY BUILDING CODE PER NYCPC 307.3 AND IN CONSULTATION WITH THE ARCHITECT IN FIELD MEETINGS.

ALL PLUMBING PIPING SHALL BE PROPERLY AND SAFELY SUPPORTED IN ACCORDANCE WITH NYCPC 308. HANGERS, ANCHORS AND SUPPORTS SHALL SUPPORT THE PIPING AND THE CONTENTS OF THE PIPING. HANGERS AND STRAPPING MATERIAL SHALL BE OF APPROVED MATERIAL THAT WILL NOT PROMOTE GALVANIC ACTION. RIGID SUPPORT SWAY BRACING SHALL BE PROVIDED AT CHANGES IN DIRECTION GREATER THAN 45 DEGREES FOR PIPE SIZES 4 INCHES AND LARGER. ANCHORAGE SHALL BE PROVIDED TO RESTRAIN DRAINAGE PIPING FROM AXIAL MOVEMENT. BASES OF STACKS SHALL BE SUPPORTED BY METAL BRACKETS ATTACHED TO THE BUILDING OR BY OTHER APPROVED METHODS.

PER NYCPC, ALL WATER SERVICE PIPING (IF REQUIRED) SHALL CONFORM TO NSF 61. IN ADDITION, ALL WATER SERVICE PIPING SHALL BE OF ONE OF THE THREE FOLLOWING MATERIALS, INSTALLED PER THE CITY OF NEW YORK STANDARDS: COPPER OR COPPER-ALLOY PIPE PER ASTM B 42 OR ASTM B 302; COPPER OR COPPER-ALLOY TUBING (TYPE K) PER ASTM B 75, ASTM B 88, ASTM B 251, OR ASTM B 447. COPPER AND COPPER-ALLOY FITTINGS SHALL CONFORM TO ASME B16.15, ASME B16.18, ASME B16.22, ASME B16.23, ASME B16.26, OR ASME B16.29, BASED ON THE RESPECTIVE PIPING MATERIAL INSTALLED. IN ADDITION, ALL PIPE FITTINGS SHALL CONFORM TO NSF 61.

PER NYCPC, ALL WATER DISTRIBUTION PIPING SHALL CONFORM TO NSF 61. IN ADDITION, ALL WATER DISTRIBUTION PIPING SHALL BE ONE OF THE TWO FOLLOWING MATERIALS: COPPER OR COPPER-ALLOY PIPE PER ASTM B 42 OR ASTM B 302; OR COPPER OR COPPER-ALLOY TUBING (TYPE K, L) PER ASTM B 75, ASTM B 88, ASTM B 251, OR ASTM B 447. USE LEAD FREE SOLDER AND FITTINGS WHERE SUCH ITEMS ARE REQUIRED FOR PROPER CONNECTION. COPPER AND COPPER-ALLOY FITTINGS SHALL CONFORM TO ASME B16.15, ASME B16.18, ASME B16.22, ASME B16.23, ASME B16.26, OR ASME B16.29, BASED ON THE RESPECTIVE PIPING MATERIAL INSTALLED. IN ADDITION, ALL PIPE FITTINGS SHALL CONFORM TO NSF 61.

PER NYCPC, FULL OPEN VALVES SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: ON THE BUILDING WATER SERVICE PIPE FROM THE PUBLIC WATER SUPPLY NEAR THE CURB; ON THE WATER DISTRIBUTION SUPPLY PIPE AT THE ENTRANCE INTO THE STRUCTURE; ON THE DISCHARGE SIDE OF EVERY WATER METER; ON THE BASE OF EVERY WATER RISER PIPE; ON THE TOP OF EVERY WATER DOWN-FEED PIPE IN OCCUPANCIES; ON THE ENTRANCE TO EVERY WATER SUPPLY PIPE TO A DWELLING UNIT; AND ON THE WATER SUPPLY PIPE TO EVERY WATER HEATER. SHUTOFF VALVES SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: ON THE FIXTURE SUPPLY TO EACH PLUMBING FIXTURE; ON THE WATER SUPPLY PIPE TO EACH SILLCOCK; AND ON THE WATER SUPPLY PIPE TO EACH APPLIANCE OR MECHANICAL EQUIPMENT. ACCESS SHALL BE PROVIDED TO ALL REQUIRED FULL-OPEN VALVES AND SHUTOFF VALVES.

SERVICE AND HOSE BIBB VALVES SHALL BE IDENTIFIED. ALL OTHER VALVES INSTALLED IN LOCATIONS THAT ARE NOT ADJACENT TO THE FIXTURE OR APPLIANCE SHALL BE IDENTIFIED, INDICATING THE FIXTURE OR APPLIANCE SERVED. EVEN THOUGH ALL VALVES ARE NOT SHOWN IN THE DRAWINGS, THE PC IS STILL RESPONSIBLE FOR THEIR INSTALLATION AS PER THE CODE.

ALL OUTDOOR FAUCETS SHALL BE FROST PROOF, KEYED, VANDAL RESISTANT TYPE. PROVIDE 1 (FRONT), 1 (REAR), 1 (ROOF) (NOT SHOWN ON DWGS).

ALL DOMESTIC WATER PIPING, CARRYING EITHER COLD OR HOT WATER, SHALL BE INSULATED EVEN WHEN LOCATED WITHIN WALLS. INSULATION SHALL BE FOR THEIR CONTINUOUS LENGTH WITHOUT GAPS AT ELBOWS, FITTINGS, AND INSULATION JOINTS. USE OWENS-CORNING SSL II - ALL-SERVICE JACKET (ASJ) WITH SELF-SEALING LAP. INSULATION SHALL BE MINIMUM THICKNESS INSULATION AS NOTED ON DRAWING EN101 (ENERGY CODE) AND SHALL COMPLY WITH THE NEW YORK CITY ENERGY CONSERVATION CODE. PROVIDE PRE-MOLDED FITTING INSULATION FROM SAME MANUFACTURER.

ALL HORIZONTAL PIPING SHALL SLOPE AT A MINIMUM OF 1/8" PER FOOT EXCEPT WHERE NOTED OTHERWISE ON THESE DRAWINGS AND IN THE NYCPC. TYPICALLY, DRAINAGE PIPE SIZES 2 1/2" OR LESS IN DIAMETER SHALL BE SLOPED AT 1/4" PER FOOT WHILE LARGER PIPE SIZES SHALL BE SLOPED AT 1/8" PER FOOT.

OFFSET PIPES TO AVOID FIELD CONFLICTS. HOWEVER, ALL PIPING, INCLUDING OFFSETS, SHALL BE INSTALLED PARALLEL OR AT RIGHT ANGLES TO THE BUILDING STRUCTURE, AND SHALL BE INSTALLED NEATLY. ALL PIPING SHALL ALSO BE INSTALLED PLUMB.

IF RUNNING PIPES COMPLETELY WITHIN JOIST BAYS, CAREFULLY PLAN PIPING RUNS SO THAT PIPING WILL STAY COMPLETELY WITHIN JOIST BAY INCLUDING SLOPES AND FITTINGS.

NO STRUCTURAL COMPONENT INCLUDING SLABS, JOISTS, WALLS SHALL BE PENETRATED WITHOUT PRIOR APPROVAL OF THE ARCHITECT. PC SHALL LAYOUT ALL PLUMBING RUNS AND REVIEW WITH ARCHITECT PRIOR TO CUTTING HOLES OR PENETRATIONS. ANY HOLES MADE IN SLABS, FLOOR SYSTEM, OR WALLS THAT ARE MADE IN INCORRECT LOCATIONS SHALL BE THE PC'S RESPONSIBILITY TO REPAIR IN LIKE MATERIALS AND THICKNESS. ALL PENETRATIONS THROUGH FIRE-RESISTANT RATED CONSTRUCTION SHALL BE FIRESTOPPED WITH APPROPRIATE FM-APPROVED FIRESTOPPING SYSTEM. OBTAIN APPROVAL BY ARCHITECT PRIOR TO PURCHASING MATERIALS FOR FIRESTOPPING PENETRATIONS. FIRE RESISTANT RATED CONSTRUCTION IS SHOWN ON OTHER DRAINS IN THE SET OF CONSTRUCTION DOCUMENTS AND IT IS THE RESPONSIBILITY OF THE PC TO REFER TO SUCH DRAWINGS AND DETAILS AND COORDINATE WITH OTHER CONTRACTORS ON THE JOB.

NOTE THAT SPLIT SYSTEM AIR HANDLERS LOCATED WITHIN DWELLING UNITS WILL NEED CONDENSATE DRAIN LINES PIPED TO OPEN FUNNEL DRAINS, WHICH SHALL BE INSTALLED WITHIN THE DWELLING UNIT WITH AN ACCESS PANEL. THIS WORK IS THE AIR CONDITIONING INSTALLER'S RESPONSIBILITY, HOWEVER THE FUNNEL DRAINS CONNECTED TO THE SANITARY WASTE SYSTEM ARE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. COORDINATION IS REQUIRED WITH OTHER CONTRACTORS TO PROVIDE COMPLETE CODE-COMPLIANT INSTALLATIONS OF SYSTEM. IT SHALL ALSO BE THE PC RESPONSIBILITY TO PIPE THE CONDENSATE COPPER LINES TO WITHIN 5' OF THE FINAL INDOOR AIR HANDLER LOCATION.

NOTE: ALL FUNNEL DRAINS AND FLOOR DRAINS SHALL BE EQUIPPED WITH INDIVIDUAL TRAP PRIMERS PER NYC CODE. PROVIDE ACCESS PANEL.

THE SITE SHALL BE KEPT CLEAN AND SAFE AT ALL TIMES. LOOSE DEBRIS, PIPING SCRAPS, FLUX SPILLS, OR PIPE CUTTING SHAVINGS SHALL BE CLEANED BY THE PC AFTER EVERY WORK DAY. FAILURE TO DO SO SHALL RESULT IN A FEE OF $100 PER WHICH AND SHALL BE DEDUCTED FROM THE PC'S NEXT APPLICATION FOR PAYMENT.

2" 1 1/2"3"

2" 1 1/2"3"

2"2"

3/4"

G3/

4"G

4" S

TM R

ISER

UP

AND

DN

IN W

L

4"S

4"V

AVO

ID C

ON

FLIC

TS

2" D

OM

WTR

2" S

PRIN

KLER

3/4"

G

4" S

TM R

ISER

UP

IN W

L 4"

STM

RIS

ER D

N

IN W

L

4"S

4"V

AVO

ID C

ON

FLIC

TS

2" D

OM

WTR

2" S

PRIN

KLER

2" 1 1/2"3"

2" 1 1/2"3"

2"2"

3/4"

G

2"1

1/2"

3"1

1/2"

3"3/

4"G

4" S

TM R

ISER

UP

& D

N IN

WL

4"S

4"V

AVO

ID C

ON

FLIC

TS

2" D

OM

WTR

2" S

PRIN

KLER

2"

1 1/2"3"

3/4"

G

3"2" 1 1/2"

4" S

TM R

ISER

JO

G IN

SU

SP

CLG

TO

NEW

LO

CAT

ION

4"V

DR

Y U

P IN

WL

2" D

OM

WTR

2" S

PRIN

KLER

TYP AT ALL INDOOR AIR HANDLERS; 2" FUNNEL DRAIN WITH TRAP AND TRAP PRIMER

1 1/2" 3"

INSTANTANEOUSTANKLESS WH

4" S

TM U

P

4"S

UP

4"V

UP

SUMP PUMP

SUMP PUMP

SEWAGEEJECTOR

(6) EWH

3"FDUNDRSLAB

5" BACKWATER VALVE

5" HOUSE TRAP

4" HOUSE VENT LOCATED DOWNSTREAM OF ALL DRAINAGE CONNECTIONS, WITHIN DISTANCE OF 10 X DIAM OF THE NEAREST DRAINAGE CONNECTION (50").

ALL SUMPS DISCHARGE PIPE SHALL INCLUDE GATE VALVE AND FULL FLOW CHECK VALVE.

FA INTAKE (3") ON INLET SIDE OF HOUSE TRAP. CARRY TO ABV GRADE & TERM AT WL MNTED COVER PL (MS-8034) WATTS DR W/ALL NICKEL BRONZE PL & SPRING LOADED SECURING MECH

2" D

OM

WTR

2" S

PRIN

KLER

THERE ARE NO FUEL BURNING APPLIANCES WITHIN THIS MECH ROOM

HEAT TRAPS

RECIRC

JOG 4"S IN FURRED WL

4" VTR EXTEND 7' ABV RF

3"S WC

1.5"S LAV

2"V TYP

3"S

ALL VENTS TO CONNECT TO MAIN BUILDING VENT STACK TYP

2"S SINK

2"S SINK

3"S WC

2"V TYP

2"S TUB

2"S TUB

2"S SINK

2"S SINK

2"S SINK

2"V TYP

4"S WET

4"S WET

4"S WET

4"V DRY

4"V DRY

4"V DRY

2"V TYP

2"V TYP3"V DRY

3"S WC1.5S LAV

3"S WC

2"S FUNNEL DR TYP FOR CONDENSATE; PROVIDE TRAP AND TRAP PRIMER

1/2" COPPER DRAIN TYP

1/2" COPPER DRAIN TYP

4"V DRY

2"S2"S

2"S

2"S

5"S

4"STM

4"STM

4" RD

4"STM

4"STM

STM SUMP AND PUMPSEWAGE

EJECT PUMPSTM SUMP AND PUMP

4"V5"S

4"STM

2"S

2"S

2"S

3"S

3"S

3"S2"S

2"S

2"S

NEW DEP APPROVED 5" COMBINED STORM SANITARY TO STR

NEW 5" HOUSE TRAPNEW BACKWATER VALVE

STORM TRAP & CONNECTION AFTER HOUSE TRAP

3" FRESH AIR VENT AT FRONT YARD

3"F W/TRAP PRIMER

SUMP ALSO RECEIVES JAN SINK (NOT SHOWN)

2" SPRINK2" WATER

2"S SINK

PLUMBING FIXTURE SPECIFICATIONS (FIXTURES MUST COMPLY WITH 2016 NYC ENERGY CODE AND MEET WATERSENSE REQMNTS):TOILETS: TYP TOILET: AMERICAN STANDARD CADET 3 RIGHT HEIGHT ELONGATED 1.28 GPF TOILET: MODEL #: 270AA.101.020 (WHITE). SEAT: BEMIS 1200SLOWT000 PLASTIC ELONGATED TOILET SEAT WITH WHISPERCLOSE, EASYCLEAN AND CHANGE HINGES, WHITE.5’ – 0” TUB: KOHLER K-715-0 VILLAGER 60" X 30" ALCOVE BATH WITH INTEGRAL APRON. KITCHEN SINKS: MISENO MNO163018SR 16 GA SS 30" UNDERMOUNT SINGLE BASIN SINK W DRAIN ASBLY/FITTED BASIN RACK INCLUDED. LAVATORY: GLACIER BAY ALL-IN-ONE 36 IN. W BATH VANITY COMBO IN AMBER WITH CULTURED MARBLE VANITY TOP IN WHITE.LAVATORY HANDICAPPED: AMERICAN STANDARD DECLYN WALL-MOUNT BATH SINK #321.026 WITH WALL HANGER, FAUCET HOLES 4" CENTERS. WALL CARRIER: WATTS DRAINAGE TCA-411 EPOXY COATED FLOOR MOUNTED CONCEALED ARM TRACK LAV CARRIER. KITCHEN FAUCETS: GERBER 40-445-W MAXWELL SE SINGLE HANDLE PULL-OUT KITCHEN FAUCET. LAVATORY FAUCETS: GERBER 40-143-W MAXWELL SE SINGLE HANDLE LAVATORY FAUCET. SHOWER BODIES: GERBER GS-315 SERIES PLUS PRESS BAL VALVE; HEAD: GERBER G9-013 MAXWELL 1 HANDLE TUB/SHOWER TRIM KIT.ALL WASHER VALVE ASSEMBLIES: SIOUX CHIEF 696 SERIES OX BOX DOUBLE HOSE BIBB OUTLET CONNECTION OUTLET BOX W DRAIN BOX. UNIT SUPPLIED WITH WATER HAMMER ARRESTERS. ARRESTERS SHALL BE CERTIFIED TO ASSE1010 AND SHALL BE UPC LISTED.WATER HEATERS: (3) PERFORMANCE PLATINUM 55 GAL. TALL 12 YEAR 4500/4500-WATT ELEMENTS MOBILE ALERT COMPATIBLE ELECTRIC TANK WATER HEATER (EF = 0.92); (3) WESTINGHOUSE 80 GAL. LIFETIME 4500-WATT ELECTRIC WATER HEATER WITH DURABLE 316L STAINLESS STEEL TANK (EF = 0.98); (1) ELECTRIC INSTANTANEOUS RHEEM RTEX-18 240V 2 HEATING CHAMBERS RESIDENTIAL TANKLESS WATER HEATER (EF 99.8%). PROVIDE HEAT TRAPS AT (1) WATER HEATER THAT IS NOT ON RECIRCULATING LOOP.

NYCPC 704.6 SUDS PRESSURE ZONES VENTS.WHERE SINKS, WASHING MACHINES, BATHTUBS, AND SIM FIXTURES IN WHICH DETERGENTS PRODUCING SUDS ARE USED AND DISCHARGED AT AN UPPER FLOOR LEVEL INTO A SOIL OR WASTE STACK THAT ALSO SERVES FIXTURES IN OTHER OCCUPANCY UNITS AT A LOWER FLOOR LEVEL, DRAINAGE AND VENT PIPING FOR SUCH LOWER FIXTURES SHALL BE ARRANGED SO AS TO AVOID CONNECTION TO SUDS PRESSURE ZONES IN THE SANITARY DRAINAGE AND VENT SYSTEMS. IF CONNECTED TO THE SANITARY SYSTEM, A SUDS RELIEF VENT RELIEVING TO A NONPRESSURE ZONE SHALL BE PROVIDED AT EACH SUDS PRESSURE ZONE WHERE SUCH CONNECTIONS ARE INSTALLED. THE DIAMETER OF SUCH RELIEF VENT SHALL BE AT LEAST 3/4 THE DIAMETER OF THE PIPING IN WHICH THE PRESSURE ZONE OCCURS, BUT NOT LESS THAN 2" . SUDS PRESSURE ZONES SHALL BE CONSIDERED TO EXIST AT THE FOLLOWING LOCATIONS IN SANITARY DRAINAGE AND VENT SYSTEMS WHEN THE PIPING SERVES FIXTURES ON TWO OR MORE FLOORS THAT RECEIVE WASTES THAT CONTAIN DETERGENTS PRODUCING SUDS:1. IN A SOIL OR WASTE STACK A ZONE SHALL BE CONSIDERED TO EXIST IN THE VERTICAL PORTION WITHIN 40 STACK DIAMETERS OF THE BASE FITTING.2. IN THE HORIZ DRAIN AT THE BASE OF A SOIL OR WASTE STACK A ZONE SHALL BE CONSIDERED TO EXIST IN THE HORIZ PORTION WITHIN 10 STACK DIAM OF THE BASE FITTING. WHERE A 60-DEGREE OR 90-DEGREE FITTING IS INSTALLED IN THE HORIZ DRAIN, A ZONE SHALL BE CONSIDERED TO EXIST IN THE HORIZ PORTION WITHIN 40 DRAIN DIAM UPSTREAM OF AND 10 DRAIN DIAM DOWNSTREAM OF THE FITTING IN ACCORDANCE WITH FIGURE 704.6(2).3. IN A SOIL OR WASTE STACK OFFSET OF 60 DEGREES OR 90 DEGREES, A ZONE SHALL BE CONSIDERED TO EXIST IN THE VERT PORTION OF THE STACK WITHIN 40 STACK DIAM OF THE BASE FITTING FOR THE UPPER SECTION OF THE STACK. THE ZONE SHALL BE CONSIDERED TO EXIST IN THE HORIZ OFFSET WITHIN 10 STACK DIAM OF SUCH BASE FITTING AND WITHIN 40 STACK DIAM OF THE TOP FITTING FOR THE LOWER SECTION OF THE STACK.4. IN A VENT STACK THAT HAS ITS BASE CONNECTED TO A SUDS PRESSURE ZONE IN THE SAN DRAINAGE SYS, A ZONE SHALL BE CONSIDERED TO EXIST IN THE PORTION OF THE VENT STACK EXTENDING FROM ITS BASE CONNECTION UP TO THE LOWEST BRANCH VENT FITTING LOCATED ABOVE THE LEVEL OF THE SUDS PRESSURE ZONE IN THE SAN DRAINAGE SYS.

GAS VENT FOR METER ROOM REQUIRED BY GC PER NYC FUEL GAS CODE APPENDIX E.4:

ANY ONE OF THE FOLLOWING METHODS SHALL BE CONSIDERED SUFFICIENT TO PROVIDE PROPER VENTILATION TO A ROOM OR SPACE IN WHICH A GAS METER(S) IS INSTALLED:

1. AN OPENING TO THE OUTSIDE AIR IN THE WALL OF SUCH ROOM OR SPACE, PROVIDED THE FREE AREA OF THE OPENING IS NOT LESS THAN 30 SQUARE INCHES.

2. A DUCT HAVING A CROSS-SECTION AREA OF AT LEAST 50 SQUARE INCHES OF FREE AREA AND A MAXIMUM LENGTH OF 15’ LEADING TO THE OUTSIDE AIR. IF A LONGER DUCT IS REQUIRED DUE TO THE BUILDING CONSTRUCTION, THE AREA OF THE DUCT SHOULD BE INCREASED ACCORDINGLY, SUBJECT TO THE APPROVAL OF THE COMMISSIONER. HOWEVER, UNDER NO CIRCUMSTANCES SHALL THE MEANS OF VENTILATION FOR THE GAS METER ROOM OR SPACE BE FROM AN ADJOINING ROOM OR SPACE WITHIN THE BUILDING.

3/4"

4S 3S 2 1 4N

3/4"

3/4"

3/4"3/4"

70'

60'

45'

80'

50'

3/4"

RIS

ER3/

4" R

ISER

3/4"

RIS

ER

3/4"

RIS

ERS

NOTE 6 NEW GAS RISERS AND 6 NEW GAS METERS

3/4"

1"1 1/

4"

1 1/

4"

1 1/

2"

NEW

1 1

/2" G

AS S

ERVI

CE

UN

DER

ST

REE

T VE

RIF

Y SI

ZE/P

RES

SUR

E;

NEW

GAS

MET

ERS

LOC

ATED

IN

CEL

LAR

MEC

H R

M. V

ERIF

Y SE

RVI

CE

REQ

UIR

EMEN

TS A

ND

LA

YOU

T W

ITH

UTI

LITY

.

TYP 3/4" CONNECTION

TYP SHUT OFF PER UTILITY REQUIREMENTS

COORD METER ROOM VENT WITH GC. SEE REQMNT NOTES THIS SHEET

VERIFY GAS PIPING SIZES WITH UTILITY AND APPLIANCE INPUT.

6 DOMESTIC RANGES, TOTAL 6 ARE THE ONLY GAS APPLIANCES IN THE BLDG. FOLLOW MANUF'S, UTILITY'S, AND CITY CODE INSTALLATION REQMNTS.

3/4"

3N

70'

FIXTURE COUNT (FORM PW1B):SPRINKLER PIPING - WETSIAMESE FDCSPRINKLER HEADS = 83SANITARY PIPING (SOIL & VENTING)WATER PIPINGWATER SERVICE PIPINGSEWER EJECTION PUMP = 1BATHTUBS = 6FLOOR DRAINS (ACTUAL) = 1FUNNEL DRAINS(CONDENSATE)= 18[TOTAL FLOOR DRAINS PW1B = 19]LAVATORY = 9RPZ/BACKFLOW PREVENTER = 1SINK - NON-RESIDENTIAL = 1SINK - RESIDENTIAL = 6TOILET (WATER CLOSET) = 9WATER HEATER (NON-GAS) = 8STORM DRAINAGE PIPINGSUMP PUMP = 2AREA/YARD DRAIN = 1ROOF DRAIN = 1GAS PIPINGCOOKING EQUIPMENT (RES) = 6GAS METER = 6

STORM DRAIN NOTES AND SCOPE.ALTHOUGH NOT SHOWN ON ALL OF THESE DIAGRAMS, A 4" STORM DRAIN IS REQUIRED FROM 4" MAIN ROOF DRAIN AT ROOF. CONNECT DRAIN IN CELLAR TO COMBINED SEWER SYSTEM PER NYCPC REQUIREMENTS (SEE REFERENCES BELOW). DRAIN LINES SHALL CONNECT IN CELLAR AS HIGH AS POSSIBLE AND CLOSE TO FINISHED FIRE RATED CEILING. DRAINS SHALL BE JR SMITH RAINTROL 1083 FLAT ROOF TYPE BOTTOM OUTLET 1 WEIR 2" HIGH.

NYCPC 1103.1 LEADERS AND STORM DRAINS CONNECTED TO A COMBINED SEWER SHALL BE TRAPPED. INDIVIDUAL STORM WATER TRAPS SHALL BE INSTALLED ON THE STORM WATER DRAIN BRANCH SERVING EACH CONDUCTOR, OR A SINGLE TRAP SHALL BE INSTALLED IN THE MAIN STORM DRAIN JUST BEFORE ITS CONNECTION WITH THE COMBINED BUILDING SEWER.

NYCPC 1108.1 ALL SANITARY AND STORM SYSTEMS SHALL BE SEPARATE UP TO A POINT WITHIN 5' INSIDE OR OUTSIDE OF THE FOUNDATION WALL.

4" R

D

2' - 0"

4" S

TOR

M (S

TM) D

N IN

WL

BELO

W

4" V

TR

WTRHTR

8' - 2"

12' - 0

"

2' - 6"

< 21 A

LLOWA

BLE P

ER TA

BLE C

404.5.1

8' - 9"

(WOR

ST CA

SE)

TYP DOWNFD TO FIXTURES SHALL BE 3/4" (INSUL)

HOT WTR RECIRC LOOPTYP 1" (INSUL)

PUMP WITH CONTROLS

COLD WTR RISER TYP 2" (INSUL)

CEL

1ST

2NDCOLD WTR HORIZ TYP 1"

(INSUL)

FIXT

THIS IS A TYP SCHEMATIC FOR ALL FLRS FOR HOT WTR RECIRC LOOP. THIS DIAGRAM SHOWS THE WORST CASE AT THE 1ST FLOOR (12' FLOOR TO FLOOR). ALL OTHER FLRS WILL HAVE SMALLER DOWN FEEDS TO FIXTURES FROM HOT CIRC LOOP SO THEY WILL COMPLY WITH TABLE C404.5.1 MAX PIPING LENGTH FOR 3/4" FEEDS OFF CIRCULATING LOOP. MAIN BLDG

COLD WTR FEED 2" (INSUL)

CONTROLS FOR CIRC HOT WTR SYSTEM PUMPS SHALL START PUMP BASED ON DEMAND FOR HOT WTR WITHIN OCCUPANCY. CONTROLS SHALL AUTOMATICALLY TURN OFF PUMP WHEN WTR IN CIRC LOOP IS AT DESIRED TEMP & WHEN THERE IS NO DEMAND FOR HOT WTR.

CHECK VALVE

NOTE ONLY COMMERCIAL WTR HTR SHALL BE NON-RECIRCULATING AND SHALL HAVE HEAT TRAPS ON COLD AND HOT WATER LINES.




Last Saved:

Drawing Number:

Seal & Signature:





PRO

JECT

:

Sheet 1 of 20

9/24/18 4:36:29 PM

P101.01

09/27/182017010.00

PAA01 Doc02

125-1

3 Jam

aica A

venu

eQu

eens

, NY

1141

8

New

Bui

ldin

g: 6

Res

Uni

ts &

1 C

omm

erci

al

Plum

bing

19

1/8" = 1'-0"P101.015 4th Floor Plumbing

1/8" = 1'-0"P101.014 3rd Floor Plumbing

1/8" = 1'-0"P101.013 2nd Floor Plumbing

1/8" = 1'-0"P101.012 1st Floor Plumbing

1/8" = 1'-0"P101.011 Cellar Plumbing

1/8" = 1'-0"P101.018 Sanitary Plumbing Riser Diagram (Schematic - See Plans for Actual Locations)

1/8" = 1'-0"P101.017 Gas Plumbing Riser Diagram (Schematic - See Plans for Actual Locations)

1/8" = 1'-0"P101.016 Roof Plumbing

1/4" = 1'-0"P101.0111 HW Recirculation Loop Schematic Diagram



SPRINKLER CODE REFERENCES:

NYCBC APPENDIX Q104: INSTALLATION OF SPRINKLER SYSTEMS IN RESIDENTIAL OCCUPANCIES UP TO & INCLUDING 6 STORIES IN HEIGHT (REFERENCE STANDARD IS NFPA 13R 2007).

5.2.1 NON-METALLIC PIPE SHALL BE USED IN WET SYSTEMS ONLY. THIS PROJECT HAS 2" COPPER WATER SERVICE UP TO SPRINKLER CHECK VALVE AND FLOW SWITCH AT THE END OF THE MECHANICAL ROOM AS IT CONNECTS TO THE COMMERCIAL STORAGE CELLAR AREA. AT THIS LOCATION, TRANSITION TO BLAZE MASTER PLASTIC PIPING AT ALL UNEXPOSED PIPING THROUGHOUT THE FACILITY (MOSTLY 2" DIAM TO MEET HYDRAULIC REQUIREMENTS TO THE 4 HYDRAULICALLY MOST REMOTE HEADS. ALL BLAZE MASTER PIPING SHALL BE INSTALLED UNEXPOSED WITHIN GYPSUM CONSTRUCTION EITHER CEILINGS OR SOFFITS OR FURRED WALLS.

6.6.3 (5) A COMMON SUPPLY MAIN TO THE BUILDING, SERVING BOTH SPRINKLERS AND DOMESTIC USES, MAY BE USED IF PROVISION IS MADE TO PREVENT FLOW ON THE DOMESTIC WATER SYSTEM UPON OPERATION OF SPRINKLERS, AND CLOSURE OF THE MAIN SPRINKLER CONTROL VALVE (THE HOUSE CONTROL VALVE) WILL SHUT OFF THE DOMESTIC WATER SUPPLY.

6.7.4 FIRE DEPARTMENT CONNECTION. AT LEAST ONE 3" SINGLE INLET FIRE DEPARTMENT CONNECTION SHALL BE PROVIDED AND LOCATED IN ACCORDANCE WITH THE NYC BUILDING.

6' - 0"

EQEQ

6' - 0"

3' - 0" 10' - 3"

10' - 0

"

8' - 0"8' -

0"

NO HEAD REQD IN BATH <55 SF (NFPA13R 6.6.2)

NO HEAD REQD IN CLOSET <24SF WHERE LEAST DIM NOT >3' (NFPA13R 6.6.3)

6' - 0"

11' - 6

"6' -

0"

EQ 8' - 0" EQ

4 HEADS (13R) CEL FLOOR

11 HEADS (13) CEL FLOOR

2" W

TR2"

SP

2" SP UP (13)

2" S

P

PIPING E/W IS RUN IN JST BAYS

TYP PIPING N/S IS RUN IN JST SLOTS OR LOW CLG

RED LINE COLOR DENOTES NFPA13

BLUE LINE COLOR DENOTES NFPA13R

SIAMESE CONNECTION REQD EVEN THOUGH NOT SHOWN HERE

2" SP UP FROM BELOW (13)

NOTE 1' KIT SOFFIT



6' - 0"

>8'6' -

0"

EQEQ

EQ EQ EQ EQ

EQ EQ EQ EQ

8' - 0"EQEQ

2' - 9 3

/4"12'

- 0"

12' - 0

"12'

- 0"

12' - 0

"3' -

0"

5' - 10

1/4"

8' - 0"

8' - 0"

6' - 0"

6' - 0"

11 HEADS (13R) 1ST FLOOR

5 HEADS (13) 1ST FLOOR

2" W

TR2"

SP

2" S

P U

P FR

OM

BE

LOW



RED LINE COLOR DENOTES NFPA13

BLUE LINE COLOR DENOTES NFPA13R

EQ 8' - 0" EQ

15 HEADS (13R) 2ND FLOOR



NOTE 1' KIT SOFFIT





EQ 8' - 0" EQ6' - 0"

6' - 0"

8' - 0"

8' - 0"

4' - 11

1/2"

EQ8' -

0"EQ

EQ EQ

6' - 0"

5' - 6"

EQ EQ

6' - 7"

6' - 7"

EQ8' -

0"EQ

EQ EQEQ EQ

EQ8' -

0"EQ

2" W

TR2"

SP



NOTE 1' KIT SOFFIT





18 HEADS (13R) 3RD FLOOR

6' - 0" 2"

WTR

2" S

P

EQ EQ

EQEQ

EQ8' -

0"EQ

EQ8' -

0"EQ

EQ EQ EQ EQ

EQ EQ

EQ8' -

0"8' -

0"EQ

3' - 10

3/4"

8' - 0"

4' - 0"

EQ

NOTE 1' KIT SOFFIT



NOTE 1' KIT SOFFIT

EQ EQ




EQEQ

EQ8' -

0"EQ

EQ8' -

0"EQ

EQ EQ EQ EQ

NOTE 1' KIT SOFFIT

EQ EQ

EQ8' -

0"8' -

0"EQ

EQ8' -

0"EQ

EQEQ

18 HEADS (13R) 4TH FLOOR

2" W

TR2"

SP

SPRINKLER PIPING ON THIS ENTIRE FLOOR ONLY IS ABOVE LOWERED GWB CEILING.

THESE ARE THE MOST HYDRAULICALLY REMOTE 4 SP HEADS USED FOR HYDRAULIC CALCS

2" UP IN STAIR WL (AVOID STEEL FRAME INTERFERENCE)

1 HEAD (13R) BLKHD FLOOR

NOTE THAT RISER DIAGRAM IS SCHEMATIC. HEADS SHALL BE LOCATED PER PLAN DIMENSIONS AND NFPA REQMNTS. COORD IN THE FIELD WITH THE ARCHITECT IS REQD. HEADS ARE FED FROM WITHIN CEILING/RAFTER SPACE FROM ABOVE (CONCEALED RECESSED HEADS).

MM 15 HEADS ON CELLAR; 11 NFPA13; 4 NFPA13R;HEADS LOCATED IN NON-DWELLING AREA, MECHANICAL, STORAGE

S NOTE 1 HEAD AT TOP OF BULKHEAD; HEAD LOCATED AT TOP OF STAIR SHAFT

TOTAL NUMBER OF HEADS = 83 IN ENTIRE BUILDING

15 HEADS ON 2ND;15 NFPA13R;HEADS LOCATED IN LIVING ROOM, CLOSET, KITCHEN, OFFICE NOOK, HALL, BEDROOM, PUBLIC HALL

16 TOTAL HEADS ON 1ST;5 NFPA13; 11 NFPA13R; HEADS LOCATED IN LIVING ROOM, KITCHEN, HALL, PUBLIC HALL, BEDROOM, STAIR, COMMERCIAL, TOILET

NDMM

ROOM ABBREVIATIONS ON SP101:H = HALLLR = LIVING ROOMBR = BEDROOMS = STAIRK = KITCHENCL = CLOSETON = OFFICE NOOKPH = PUBLIC HALLND = NON-DWELLING AREAM = MECHANICALB = BULKHEADC = COMMERCIALST = COMMERCIAL STORAGET = TOILET (COMMERCIAL)

1.0 1.0 1.3 2.0 2.0 1.0 1.0 1.0 2.0 2.0

ST ST ST ST ST ST STND NDND

C C C T SK H LR LR LR BRPHPHPHPHPH

H BRCL BR BR BRONHPHKKLRLRLRLR

18 HEADS ON 3RD;18 NFPA13R;HEADS LOCATED IN LIVING ROOM, CLOSET, KITCHEN, OFFICE NOOK, HALL, BEDROOM, PUBLIC HALL

18 HEADS ON 4TH;18 NFPA13R;HEADS LOCATED IN LIVING ROOM, CLOSET, KITCHEN, HALL, BEDROOM, PUBLIC HALL

H BRPH LR LR BRKHPHCLHLRLRBRBR CLKLR

2"

2"

2"

2"

2"2"

COPPER WATER SERVICE (EXPOSED)

BLAZEMASTER CPVC (CONCEALED)

2"2" 2"2"

PIPE SIZES ON LOWER FLOORS BY PC BASED ON PROFESSIONAL PRACTICE FOR PROPER SPRINKLER HEAD COVERAGE, FLOW, AND PRESSURE. DEFAULT IS 2" BLAZEMASTER MAINS, 1.5" BLAZEMASTER FEEDS, AND 1" BLAZEMASTER DROPS TO HEADS.

2"

H BRPH LR LR BRKHPHCLHLRLRBRBR CLKLR

2" S

P U

P

0.6'

CURB

CURB

8" CITY

WATER MAIN

JAMAIC

A AVENU

E

28.4

1.01.3

2.02.0

1.01.0

1.02.0

16.6

APPROX 1'

31.1

2" CO

PPER

2" C

OPP

ER2"

BLA

ZE

MAS

TER

CHANGE TO 2" BLAZE MASTER

3.5 4.8

13.1

2.57.5

8.21.8

6.31.8

SPRINKLER 1 AREA = 63SF




N1 S LOW; N2 E HIGH;ELEV DIFF = 0.4'

SPRINKLER PIPE SYSTEM NODE NUMBERS ARE USED FOR HYDRAULIC CALCULATIONS. SEE SUMMARY HYDRAULIC STATISTICS. NOTE: "S" = SPRINKLER HEAD"E" = ELBOW (TYP 90 DEGREE)"T" = TEE"45" = 45 DEGREE ELBOW"G" = GATE VALVE"C" = CHECK VALVE"B" = "DCV" = DBL CHECK VLV"M" = METER

HYDRAULICALLY MOST REMOTE SECTION IS 4TH FLOOR NORTH, SHOWN IN THIS PLAN. CALCULATIONS ARE SHOWN FOR THIS AREA.


PIPE SIZES (NOM IN INCHES) ARE SHOWN ADJ TO PIPE. TYP PIPE SIZE = 2" & IS CRITICAL FOR PROPER PRESSURE TO REMOTE HEADS.

NODES ARE SHOWN AS "N1", "N2", AND SO ON

FIRE DEPARTMENT CONNECTION SHALL BE INSTALLED PER CODE EVEN THOUGH NOT SHOWN ON THIS SHEET.

CEL

LAR

4TH

FLO

OR

METER SHALL BE ELSTER EVOQ4 2” OR PER NYC DEP APPROVAL WITH A MAX HEAD LOSS OF LESS THAN 0.1 PSI AT OPERATING PRESSURE.

DOUBLE CHECK VALVE SHALL BE WATTS LF719QT (LEAD FREE) 2" OR PER DEP APPROVAL WITH A MAX PRESSURE LOSS OF 3.8 PSI AT MAX FLOW RATE.

N18 E HIGHN19 E LOWELEV DIFF = 46'

N3 EN4 T

N7 T


N10 T


N13 T

N14 T

N15 T

N16 TN17 T

N20 TN21 CN22 T (DOM WTR)N23 E HIGHN24 E LOWELEV DIFF = 3'

N25 GN26 TN27 G

N30 GN31 G

N32 G

N33 G

N28 B

N29 M

7.8

GENERAL SPRINKLER NOTES:NFPA13R, AS MODIFIED BY NYCBC APPENDIX Q, SHALL BE FOLLOWED FOR THE RESIDENTIAL PORTION OF THIS SYSTEM. NFPA13, AS MODIFIED BY NYCBC APPENDIX Q, SHALL BE FOLLOWED FOR THE COMMERCIAL PORTION OF THIS SYSTEM.

THESE PLANS ARE SCHEMATIC IN NATURE AND GENERALLY SHOW THE INTENT OF THE LAYOUT OF HEADS. HOWEVER IT IS REQD THAT THE PC PROVIDE A FULLY CODE COMPLIANT SYSTEM EVEN IF IT REQUIRES INSTALLATION OF ADDTL HEADS TO MEET THE REQMNTS OF NFPA13R OR NFPA13. HYDRAULIC CALCULATIONS ARE INCLUDED AND SPECIFICATIONS FOR PIPE SIZING AND PIPE RUN LOCATIONS SHALL BE FOLLOWED SO THAT THE HYDRAULIC CRITERIA ARE MET TO THE HYDRAULICALLY MOST DEMANDING 4 HEADS, WHICH ARE LOCATED ON THE 4TH FLR NORTH.

ALL SPRINKLER HEADS, UNLESS NOTED OTHERWISE, SHALL BE TYP CONCEALED PENDENT SPRINKLER HEAD: RELIABLE MODEL RFC49 (SIN RA0616) RESIDENTIAL FLAT CONCEALED SPRINKLERS; 4.9 K-FACTOR. CONCEALED SIDEWALL SPRINKLER HEADS (IF ANY) SHALL BE RELIABLE MODEL RFS42 RESIDENTIAL FLAT CONCEALED HORIZONTAL SIDEWALL SPRINKLERS; 4.2 K-FACTOR.

IF RESIDENTIAL SPRINKLERS THAT HAVE NOT BEEN LISTED WITH SPECIFIC COVERAGE CRITERIA ARE USED, SPRINKLERS SHALL BE SPACED SO THAT THE MAXIMUM AREA PROTECTED BY A SINGLE SPRINKLER DOES NOT EXCEED 144SF. THE MAXIMUM DISTANCE BETWEEN SPRINKLERS SHALL NOT EXCEED 12 FT. THE MAXIMUM DISTANCE FROM THE SPRINKLER TO A WALL OR PARTITION SHALL NOT EXCEED 6 FT. THE MINIMUM DISTANCE BETWEEN SPRINKLERS WITHIN A COMPARTMENT SHALL BE 8 FT.

GENERAL SPRINKLER NOTES (CON'T):IF RESIDENTIAL SPRINKLERS THAT HAVE BEEN LISTED WITH SPECIFIC COVERAGE CRITERIA ARE USED, SPRINKLERS SHALL BE INSTALLED IN ACCORD WITH THE COVERAGE CRITERIA SPECIFIED BY THE LISTING.

SPRINKLERS OTHER THAN RESIDENTIAL SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH THE COVERAGE CRITERIA SPECIFIED BY NFPA 13. SPRINKLERS OUTSIDE OF THE DWELLING UNITS SHALL BE QUICK RESPONSE AND SELECTION SHALL BE BASED ON THE REQUIREMENTS OF NFPA 13.

PER NFPA13R RESIDENTIAL SPRINKLERS SHALL BE PERMITTED TO BE USED IN ADJOINING CORRIDORS OR LOBBIES WITH FLAT, SMOOTH CEILINGS AND A HEIGHT NOT EXCEEDING 10 FT.

A LOCAL WATERFLOW ALARM SHALL BE PROVIDED ON ALL SPRINKLER SYSTEMS. PER NFPA13R, SINCE A BLDG FIRE ALARM SYSTEM IS PROVIDED, THE LOCAL WATERFLOW ALARMS SHALL BE CONNECTED TO THE BLDG FIRE ALARM SYSTEM.

SPRINKLERS SHALL NOT BE REQUIRED IN ATTICS, PENTHOUSE EQUIPMENT ROOMS, ELEVATOR MACHINE ROOMS, CONCEALED SPACES DEDICATED EXCLUSIVELY TO AND CONTAINING ONLY DWELLING UNIT VENTILATION EQUIP, CRAWL SPACES, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES OR STORAGE.

PER NFPA13 8.15.3.2.1, IN NONCOMBUSTIBLE STAIR SHAFTS HAVING NONCOMBUSTIBLE STAIRS WITH NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE FINISHES, SPRINKLERS SHALL BE INSTALLED AT THE TOP OF THE SHAFT AND UNDER THE FIRST ACCESSIBLE LANDING ABOVE THE BOTTOM OF THE SHAFT.

2" B

LAZE

M

ASTE

R

STUB DOWNS ALL 1.5" DIAM BLAZE MASTER AT 4 HYDRAULICALLY MOST REMOTE HEADS.




Last Saved:

Drawing Number:

Seal & Signature:





PRO

JECT

:

Sheet 1 of 20

9/24/18 4:36:32 PM

SP101.01

09/27/182017010.00

PAA01 Doc02

125-1

3 Jam

aica A

venu

eQu

eens

, NY

1141

8

New

Bui

ldin

g: 6

Res

Uni

ts &

1 C

omm

erci

al

Sprin

kler

s

20

1/4" = 1'-0"SP101.019 Hydrant Test

1/8" = 1'-0"SP101.011 Cellar Sprinkler RCP

1/8" = 1'-0"SP101.012 1st Flr Sprinkler RCP

1/8" = 1'-0"SP101.013 2nd Flr Sprinkler RCP

1/8" = 1'-0"SP101.014 3rd Flr Sprinkler RCP

1/8" = 1'-0"SP101.015 4th Flr Sprinkler RCP

1/8" = 1'-0"SP101.016 Blkhd Sp RCP

1/8" = 1'-0"SP101.017 Sprinkler Riser Diagram (Schematic - See Plans for Actual Locations)

1/8" = 1'-0"SP101.018 Hydraulically Most Remote Calculation & General Notes

Not To ScaleSP101.0110 Hydraulic Calculations (Complete Report Available Upon Request)

19/27/18 PAA01-Doc02; 3rdfloor has 2 res units instead of1; total res units changes to 6 1


new building: 6 res units & 1 commercial€¦ · 2014nycbc 910.2smoke vents; required on shafts...

Documents