st. marks avenue

A-010SD/CD
SC
EXISTING WALL & PARTITION TO BE REMOVED
EXISTING DOOR TO BE REMOVED
EXISTING WALL & PARTITION TO BE REMAINED
SECTION THROUGH IMPACT RESISTANT SHAFT ENCLOSURE WALL
NOTES: 1. THE WALL ASSEMBLY SHALL BE AT LEAST TWO-HOUR FIRE RESISTANCE RATED. 2. RUNNERS SHALL BE SECURELY ATTACHED AT THE FLOOR AND CEILING TO STRUCTURAL
ELEMENT MEMBERS AND SHALL COMPLY WITH THE STRUCTURAL REQUIREMENT OF THE BUILDING CODE. THE INSTALLATION OF TOP AND BOTTOM RUNNER TRACKS SHALL BE SUBJECT TO SPECIAL INSPECTION.
3. WALL BOARDS SHALL BE ATTACHED WITH NO. 8 SELF-DRILLING BUGLE-HEAD SCREWS, 12 INCHES, ON CENTER MAXIMUM, WITH A MINIMUM DEPTH OF 5 8" PENETRATION INTO THE WALL CAVITY. JOINTS BETWEEN ADJOINING SHEETS OF WALL BOARD SHALL BE STAGGERED FROM THE BASE LAYER WITH THE FACE PANEL LAYER.
4. JOINTS STAGGERED 24" EACH LAYER AND SIDE. SOUND TESTED WITH 31 2" GLASS FIBER FIT IN
STUD SPACE TO OBTAIN A STC RATING OF 50 MINIMUM.
PUBLIC HALLS, CORRIDORS, STAIRS & WALLS SEPARATING APARTMENTS SHALL PROVIDE STC RATING OF 50 MINIMUM AS FOLLOWING:
STAIR SIDE OF SHAFT ENCLOSURE
MIN.5 8" TYPE "X" GYP. BOARD
MIN. 3-1 2" DEPTH COLD-FORMED
STEEL FRAMING, MIN. 20 GAUGE @ MAX 24" O.C.
T
PROGRAMMABLE THERMOSTAT
ARCHITECTURAL LEGEND
POURED CONCRETE FOUNDATION & FOOTING MINIMUM SPECIFIED COMPRESSIVE STRENGTH(f'c) AS PER TABLE 1904.3 - FOUNDATIONS & FOOTINGS & SLAB-ON GRADE: f'c=3,000 psi - CONC. WALK: f'c=3,500 psi
NEW 2-HR. RATED PARTITION - 3 5/8" STEEL STUDS @ 24" O.C. WITH 2 LAYERS OF 5/8" TYP. 'X' GYP. BOARD ON BOTH SIDES. (2HR RATED PER UL#403)
NEW NON-RATED & NON-BEARING INTERIOR PLUMBING PARTITION. 2"x4" WOOD STUDS @ 16"O.C. WITH 1 LAYER OF 5/8" GYP. BD. ON BOTH SIDES. UL#420
NEW INTERIOR BEARING WALL - 8" CONCRETE BLOCK (CMU.) WITH 2 LAYERS OF 5/8" TYPE "X" GYP BOTH SIDES. (2HR RATED PER U#905)
NEW EXTERIOR WALL - 8" CMU FINISH WALL , 18" WATER PROOF MEMBRANE, 3" POLYSTYRENE INSULATION(R-15), 5 8" DENSEGLASS SHEATHING, 1.75" MTL. CHANEL @ 16" O.C. W/R-6 BATT INSULATION , FINISH W/ 1 LAYERS OF 5/8" GYP.BD. TYPE "X" ON INTERIOR (4HR RATED PER UL#902) NEW EXTERIOR WALL - 1" STUCCO FINISH WITH 3" EXTRUDED POLYSTYRENE (XPS) R-15, 8" CONCRETE BLOCK (CMU.) , 1" FURRING CHANNEL @16" O.C. ,ONE LAYER OF 5/8" TYPE "X" GYP. BOARD ON INTERIOR. (4HR RATED PER UL#902) NEW EXTERIOR WALL - 78" STUCCO, CONTINUE AIR & MOISTURE BARRIER, 2.5" R-12.5 CI RIGID INSULATION, 58" DENSE BOARD SHEATING, 6"@16" O.C. METAL STUDS WITH R-15 BATT INSULATION, TWO LAYER OF 5/8" TYPE "X" GYP. BOARD ON INTERIOR. (2HR RATED PER UL#425)
NEW INTERIOR BEARING WALL - 6" METAL STUD R-15 BATT INSULATION WITH LAYER OF 5/8" TYPE "X" GYP IN INTERIOR SIDE . EX. EXTERIOR BRICK WALL TO REMAIN. (2HR RATED PER U#905)
NEW NON-RATED & NON-BEARING INTERIOR PARTITION. 3 1/2" METAL STUDS @ 16"O.C. WITH 1 LAYER OF 1/2" GYP. BD. ON BOTH SIDES. UL # 420
NEW INTERIOR BEARING WALL - 8" CONCRETE BLOCK (CMU.) WITH 2 LAYERS OF 5/8" TYPE "X" GYP IN INTERIOR SIDE . EX. EXTERIOR BRICK WALL TO REMAIN. (2HR RATED PER U#905)
ENTRANCE R2'-6"
THREE STORY MASONRY BUILDING. CONVERT EXIST THREE(3) UNITS TO
EIGHT (8) UNITS. F.FL.EL.95.25'
BROOKLYN 11233 BLOCK: 1452
88' 46'-3"
REAR YARD
PLANTING AREA 9.3 S.F.

WORK DESCRIPTION:
1. CONVERT EXISTING THREE (3) DWELLING UNITS TO EIGHT (8) DWELLING UNITS. 2. PROPOSED NEW ONE(1) STORY VERTICAL (ON EXISTING THREE (3) STORY BRICK & LOWER LEVEL BUILDING) ENLARGEMENT W/ BULKHEAD & PENTHOUSE 3. OBTAIN A NEW CERTIFICATE OF OCCUPANCY.
PLOT PLAN 2
SCALE: 1/8" = 1'-0"
DRAWING INDEX:

THIS ALTERATION IS FILED AND REVIEW UNDER 2014 BUILDING CODE
NOTE: ONE TREE FOR EVERY 25 FT OF STREET FRONTAGE OF THE ZONING LOT REQ'D AS PER ZR SECTION 23-03(a) 20' FEET WIDE / 25 FEET = 1 NONE EXISTING TREE, THEREFORE, ONE (1) TREE REQ'D
NEW ONE TREE TO PAY INTO TREE FUND FOR COMPLIANCE.
Date:
GENERAL NOTES:
1. ALL DIMENSIONS ARE TO THE FINISHED FACE OF WALL UNLESS OTHERWISE NOTED. 2. THE GENERAL CONTRACTOR SHALL HAVE A COMPETENT SUPERINTENDENT ON THE
PREMISES AT ALL TIMES WHEN THE WORK IS IN PROGRESS. 3. GENERAL CONTRACTOR TO COORDINATE ALL WORK WITH BUILDING'S FACILITIES
DEPARTMENT, TELEPHONE COMPANY, AND VARIOUS VENDORS DURING CONSTRUCTION AND PHASING PROCESS.
4. ALL WORK SHALL BE IN CONFORMANCE WITH THE NYC BUILDING CODES AND ALL APPLICABLE RULES AND REGULATIONS OF AUTHORITIES UNDER EACH JURISDICTION.
5. ALL PLUMBING AND ELECTRICAL WORK TO BE DONE BY TRADESMEN LICENSED IN THE JURISDICTION WHO WILL OBTAIN REQUIRED INSPECTIONS AND SIGN-OFFS.
6. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT. WORK DONE AFTER THE DISCOVERY OF DISCREPANCIES AND PRIOR TO THE RECEIPT OF WRITTEN APPROVAL FOR CORRECTION BY THE ARCHITECT SHALL BE AT CONTRACTOR'S RISK. NO ADDTIONAL COST WILL BE ADDED TO THE PRIOJECT DUE TO THE CONTRACTOR'S OVERSIGHT IN VERIFICATION OF EXISTING CONDITIONS.
7. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INCLUDED ON THE DRAWINGS.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE BRACING AND SHORING FOR ALL STRUCTURALLY RELATED WORK. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK.
9. CHASING OR CUTTING EXISTING CORE OR EXTERIOR WALL IS NOT PERMITTED. 10. THE GENERAL CONTRACTOR SHALL LAY-OUT HIS OWN WORK AND SHALL PROVIDE
ALL DIMENSIONS REQUIRED FOR ALL TRADES. 11. THE GENERAL CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS
REQUIRED TO PERFORM ALL THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB.
12. ALL WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED.
13. THE ENGINEER/ARCHITECT OF RECORD SHALL BE NOTIFIED FOR ANY INSPECTIONS. 14. THE GENERAL CONTRACTOR SHALL MAINTAIN INSURANCE COVERAGE IN
ACCORDANCE WITH THE BUILDING OWNER'S REQUIREMENTS. 15. ASBESTOS: SHOULD ANY ASBESTOS OR ASBESTOS CONTAINING MATERIAL (A.C.M.)
BE UNCOVERED, IT SHOULD BE REPORTED IMMEDIATELY TO THE OWNER AND ARCHITECT. THESE CONTRACT DOCUMENTS DO NOT INCLUDE THE REMOVAL OF ANY ASBESTOS OR A.C.M.
16. NO CUTTING OR CHANNELLING INTO EXISTING BUILDING STRUCTURE. 17. BEFORE COMMENCING WORK, CONTRACTOR SHALL FILE ALL NECESSARY
CERTIFICATES OF INSURANCE AND FAMILIARIZE HIMSELF WITH THE BUILDING RULES AND REGULATIONS.
18. CONTRACTOR RESPONSIBEL TO LOCATE ALL EXISTING UNDERGROUND UTILITIES AND CLEARLY MARK THEM PRIOR TO EXCAVATION AS REQUIRED BY GOVERNING AGENCIES AND TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THESE UTILITIES FROM DAMAGES OR DESTRUCTION. CONTRACTOR ALSO RESPONSIBLE TO PROTECT ALL ADJOINING PROPERTIES BOTH PUBLIC AND PRIVATE AND TAKE ALL SAFETY PRECAUTIONS TO PROTECT THE HEALTH, SAFETY AND WELFARE OF THE IMMEDIATE AREA.
VENTILATION NOTES
1. INTERIOR BATHROOM DUCTS SHALL BE MINIMUM 24 GAUGE GALVANIZED METAL. 2. INTERIOR BATHROOM & KITCHEN DUCTS SHALL BE FITTED WITH BSA APPROVED TYPE REGISTERS
AND FUSIBLE LINE DAMPERS. 3. BATHROOM AND KITCHENETTE DUCTS SHALL BE FIRE RETARDED IN ACCORDANCE WITH
DEPARTMENT OF BUILDINGS REGULATIONS WITH 1" CEMENT PLASTER. 4. WHERE INTERIOR BATHROOM DUCTS PASS THRU PARTITIONS OR FLOORS, THE OPENING SHALL
BE FIRE STOPPED WITH 2 LAYERS OF 5/8" GYPSUM BOARD TYPE. 5. BATHROOM DUCTS SHALL TERMINATE AT ROOF IN APPROVED TYPE ROOF EXHAUST FANS. SUCH
FANS SHALL BE CAPABLE OF EXHAUSTING A MINIMUM OF AIR PER HOUR AND SHALL OPERATE FROM 6 A.M. TO MIDNIGHT.
6. OWNER SHALL FILE CERTIFICATE INDICATING THAT THE VENTILATION SYSTEM WILL BE OPERATED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CODE.
7. PROVIDE FIRE DAMPERS IN ALL DUCTS WHERE SUCH DUCTS PASS THRU FIRE-RATED CONSTRUCTION.
TENANT PROTECTION PLAN 2014 CODE AS PER 28-104.8.4:
BUILDING CONTAINING 3 (THREE) DWELLING UNITS THAT WILL NOT BE OCCUPIED DURING CONSTRUCTION SHALL INDICATE THAT THE MEANS AND METHODS TO BE EMPLOYED TO SAFEGUARD THE SAFETY AND HEALTH OF THE OCCUPANTS, INCLUDING, WHERE APPLICABLE, DETAILS SUCH AS TEMPORARY FIRE-RATED ASSEMBLIES, OPENING PROTECTIVES, OR DUST CONTAINMENT PROCEDURES. THE ELEMENTS IF THE TENANT PROTECTION PLAN MAY VARY DEPENDING ON THE NATURE AND SCOPE OF THE WORK BUT A MINIMUM SHALL MAKE DETAILED AND SPECIFIC PROVISIONS FOR:
1. EGRESS: AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE EGRESS AS REQUIRED BY THIS CODE AND THE TENANT PROTECTION PLAN SHALL IDENTIFY THE EGRESS THAT WILL BE PROVIDED. REQUIRED EGRESS SHALL BE MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS, SUCH BUILDING MATERIALS, TOOLS, ETC. EXCEPT WHERE APPROVED BY THE COMMISSIONER.
2. FIRE SAFETY: ALL NECCESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECT TO OCCUPIED DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL BE STRICTLY OBSERVED.
3. HEALTH REQUIREMENTS: SPECIFICATION OF METHODS TO BE USED FOR CONTROL OF DUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OF SANITARY FACILITIES SHALL BE INCLUDED.
4. CONTRACTOR MUST COMPLY WITH APPLICABLE LAWS RELATING TO LEAD AND ASBESTOS. IF OBSERVED IMMEDIATELY CONTACT OWNER OR ARCHITECT.
5. ELECTRIC, GAS, OR OTHER UTILITIES ARE NOT TO BE INTERUPTED. 6. BUILDING SECURITY TO BE MAINTAINED TO PREVENT UNAUTHORIZED PERSONS
FROM ENTERING THE BUILDING. 7. FLOOR SHALL NOT BE OVERLOADED BEYOND WHAT PERMITTED. 8. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE OCCUPANTS. 9. NOISE RESTRICTION: WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN
WHICH CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED PURSUANT TO THE NEW YORK CITY NOISE CONTROL CODE.
10. THE REQUIREMENTS OF THE NY CITY HOUSING MAINTENANCE CODE AND MD SHALL BE STRICTLY OBSERVED.
BUILDING DEPARTMENT NOTES:
1. ALL DOORS TO BE INCOMBUSTIBLE. 2. DUCTS, PIPES AND CONDUITS PASSING THROUGH RATED CONSTRUCTION SHALL
COMPLY WITH SECTION 27-343 OF THE BUILDING CODE. 3. ALL WOOD TO BE FIRE-PROOF AS PER SECTION 27-328, RS 5-3 AND 5-5 OF THE
BUILDING CODE L.L. 76 4. ALL MATERIALS, ASSEMBLIES, FORMS AND METHODS OF CONSTRUCTION AND
SERVICE EQUIPMENT SHALL COMPLY WITH THE REQUIREMENT OF SECTION 27-131 OF THE BUILDING CODE.
5. NO MATERIAL OF ANY MANUFACTURE OR PRODUCER SHALL BE ACCEPTABLE FOR USE INTENDED UNLESS AND UNTIL THE MATERIAL HAS BEEN TESTED FOR COMPLIANCE WITH LOCAL CODE REQUIREMENTS.
CONCRETE NOTES:
1. ALL CONCRETE WORK TO CONFORM TO ACI BUILDING CODE (ACI 318) AND SHALL BE IN ACCORDANCE WITH THE MANUAL OF
STANDARD PRACTICE FOR DETAILING OF REINFORCED CONCRETE (ACI 315). 2. MINIMUM CONCRETE STRENGTHS @ 28 DAYS f'c=3,000 psi FOR CONCRETE SLABS AND f'c=4,000
psi FOR FOUNDATION WALL & FOOTINGS U.O.N. ON PLANS. 3. ALL REINFORCING BARS TO CONFORM TO ASTM DESIGNATION A615, GRADE 60 AND W.W. FABRIC
TO CONFORM TO ASTM DESIGNATION A82 AND A185. ADEQUATE CHARS AND DEVICES. SHOULD BE USED TO MAINTAIN
PROPER ELEVATION OF REINFORCEMENT. 4. ALL SLAB-ON-GROUND SHALL BE FINISHED AS NOTED ON THE ARCHITECTURAL DRAWINGS. 5. ALL PLUMBING SLOTS TO BE FILLED WITH CONCRETE TO THE SAME DEPTH AS THE SLAB AFTER
PIPING IS INSTALLED. 6. NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN WALLS, PIERS, OR FOOTINGS. 7. SUBMIT SHOP DRAWING FOR APPROVAL BEFOR ERECTION. 8. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED.
MULTIPLE DWELLING NOTES
1. CEILING AND WALLS OF KITCHENETTES SHALL BE FIRE-RETARDED WITH 5/8" TYPE "X" GYPSUM BOARD COMBUSTIBLE MATERIAL ADJOINING AND LESS THAN 1 FT. AWAY FROM ANY COOKING APPLIANCES WILL BE FIRE-RETARDED WITH 5/8" TYPE "X" GYP BD. KITCHENS & KITCHENETTES SHALL BE VENTILATED BY A LAWFUL WINDOW MIN. 10% OF THE FLOOR AREA AT LEAST 50% OF WHICH IS OPERABLE. ARTIFICIAL LIGHTING SHALL BE PROVIDED. INTERIOR KITCHENETTES SHALL BE MECHANICALLY VENTILATED.
2. ENTRANCE DOORS SHALL BE PROVIDED WITH MIN. 5 SQ. FT. WIRE GLASS. TWO ELECTRICAL LIGHTS SHALL BE PROVIDED.
3. ARTIFICIAL LIGHTING OF PUBLIC HALLS AND STAIRS SHALL BE PROVIDED. 4. APARTMENT ENTRANCE SHALL BE PROVIDED WITH PEEPHOLES IN ACCORDANCE W/ LOCAL LAW DOORS
SHALL BE 1 HR FPSC & SHALL BE PROVIDED WITH A KEY LOCK & DOOR CHAIN GUARD. 5. VENTILATION FOR BOILER ROOM WILL COMPLY WITH THE REQUIREMENTS OF THE BLDG CODE & DEPT. OF
AIR POLLUTION CONTROL. 6. ONE TOILET SHALL BE PROVIDED FOR EACH APARTMENT, WHICH SHALL NOT OPEN DIRECTLY INTO THE
KITCHEN OR KITCHENETTE. VENTILATION PROVIDED BY A WINDOW ON A YARD, COURT, OR STREET, 3 SF MIN. GLAZED AREA, ARTIFICIAL LIGHTING SHALL BE PROVIDED. ALL TOILET RMS SHALL HAVE TILE FLOORS AND 6" TILE BASE WITH PAINTED W.P. GYPSUM BOARD WALLS AND CEILINGS. DOORS TO TOILET SHALL BE UNDERCUT 1/2" MINIMUM INTERIOR TOILETS SHALL BE MECHANICALLY VENTILATED.
7. PLUMBING AND DRAINAGE SHALL BE PROVIDED TO CONVEY SANITARY AND STORM DRAINAGE BY COMBINED HOUSE SEWER TO COMBINED STREET SEWER IN ACCORDANCE WITH LOCAL RULES AND REGULATIONS OF DEPT. OF BUILDINGS. DRAINAGE BY COMBINED HOUSE SEWER TO COMBINED STREET SEWER IN ACCORDANCE WITH LOCAL RULES AND REGULATIONS OF DEPT.
8. HEATING AND HOT WATER SYSTEM SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL LAW BY SEPARATE UNIT OR BY BOILER IN THE CELLAR.
9. LIGHTING AND VENTILATION OF ROOMS SHALL BE IN ACCORDANCE WITH LOCAL LAW. ALL WINDOWS AND SASH OPENING ON A STREET, YARD, COURT OF SHAFT WITH TOTAL GLAZED AREA EQUAL TO 10% MIN. ROOM AREA WINDOW SIZES SHOWN ON PLAN ARE B.S.B. WITH MIN. 12 SF GLAZED AREA EACH.
10. SIZE OF ROOMS SHALL BE IN ACCORDANCE WITH LOCAL CODE, MIN. CLEAR STORY HEIGHT, FINISHED FLOOR TO FINISHED CEILING IN APARTMENTS WILL BE 8'-0". GIRDERS AND BEAMS WILL NOT CROSS ANY ROOM OR ENCROACH UPON ANY REQUIRED ROOM SPACES. ONE ROOMS IN EACH APARTMENT WILL BE AT LEAST 150SF IN AREA. EVERY OTHER ROOM EXCEPT A KITCHEN AND BATHROOM WILL BE AT LEAST 80 SF IN AREA WITH A MINIMUM HORIZONTAL DIMENSION OF 6'-0". A KITCHEN AND BATHROOM WILL BE AT LEAST 80 SF IN AREA WITH A MIN. HORIZONTAL DIMENSION OF 6'-0".
HOUSING MAINTENANCE CODE:
1. PAINTING OF PUBLIC PARTS AND WITHIN DWELLING TO COMPLY WITH SEC. D26.-12.01 H.M.V. AND SEC. 80 M.D.L.
2. PAINTING OF WINDOW FRAMES AND FIRE ESCAPES TO COMPLY WITH SEC. D26-12.03 H.M.C. 3. WALLS OF COURTS AND SHAFTS TO BE A LIGHT COLORED SURFACE AS PER SEC. D26-12.05 H.M.C. AND
SEC.29 M.D.L. 4. PREMISES TO BE MAINTAINED AND KEPT FREE OF RODENT AND INSECT INFESTATION AS PER SEC. D26-13.03
AND D26-13.05 H.M.C. 5. RECEPTACLES FOR THE COLLECTION OF WASTE MATTER TO BE PROVIDED AS PER SEC. D26-14.03 AND
D25-14.05 H.M.C. AND SEC. 81 M.D.L. 6. DRAINAGE OF ROOFS, COURTS AND YARDS TO COMPLY WITH SEC. D26-16.03 H.M.C. AND SEC. 77 SUBD. 3
M.D.L. 7. YEARLY INSPECTION OF CENTRAL HEATING PLANT BY QUALIFIED PERSON TO BE MADE AS PER SEC.
D26-17.05 H.M.C. CENTRAL HEAT AND HOT WATER TO BE PROVIDED AS PER SE. 79 SUBD. 1 M.D.L. 8. PROPER ELECTRIC LIGHTING EQUIPMENT WITHIN DWELLING TO BE PROVIDED AND MAINTAINED AS PER SE.
D26-19.01, D26-03 AND D26-19.05 H.M.C. 9. B.S.A. APPROVED PEEPHOLES APPROXIMATELY 5 FEET ABOVE FINISHED FLOOR TO BE PROVIDED IN
ENTRANCES DOORS OF DWELLING UNITS AS PER SEC. D26-20.01 H.M.C. AND DEPARTMENT OF RULES AND REGULATIONS
MASONRY NOTES:
1. CONCRETE BLOCK MASONRY SHALL BE IN ACCORDANCE WITH THE SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING MASONRY OF THE "NATIONAL CONCRETE MASONRY ASSOCIATION" (LATEST EDITION). ALL STRUCTURAL MASONRY SHALL BE SUBJECT TO CONTROLLED INSPECTIONS.
2. CONCRETE BLOCK MASONRY FOR BEARING WALL SHALL COMPLY WITH A.S.T.M. C90 FOR HOLLOW UNITS AND MUST HAVE A MINIMUM COMPRESSIVE STRENGTH (F'M=2500 psi) (CONTRACTOR SHALL SUBMIT RECEIPT UPON MASONRY BLOCK DELIVERY ON THE SITE.
3. MORTAR FOR MASONRY SHALL BE TYPE 'S' AS PER A.S.T.M. C270. MASONRY WALLS SHALL BE LAID UP WITH RUNNING BOND. ALL JOINTS TO BE FULLY BEDDED.
4. GROUT FOR FILLING CONCRETE BLOCK SHALL BE A.S.T.M. C476. 5. UNDER LINTELS AND STEEL BEAMS ON MASONRY, FILL VOIDS OF CONCRETE BLOCK SOLID WITH
CONCRETE GROUT FOR HEIGHT OF 3 COURSES, U.O.N. ON DRAWINGS. 6. CONCRETE MASONRY UNITS TO BE GRADE 'P', FOR MODERATE EXPOSURE AND GRADE 'G', FOR NO
EXPOSURE. 7. METAL ANCHORS AND TIES SHALL BE CORROSION RESISTANT AS FOLLOWS:
(a) ZINC COATING ON IRON OR STEEL CLASS B-1,B-2, B-3, A.S.T.M. A153. (b) ZINC COATING ON WIRE AS PER A.S.T.M. A-641. (c) COPPER COATED WIRE TO BE GRADE 30 HS AS PER A.S.T.M. B227.
8. LIME SHALL BE TYPE 'S' OR N AS PER A.S.T.M. C207. 9. SAND SHALL CONFORM TO A.S.T.M. C144. 10. WATER SHALL BE CLEAN AND POTABLE. 11. ALL REBAR TO BE FULLY GROUTED. 12. PROVIDE VERT. REINFORCEMENT IN ALL MASONRY WALLS #4 BARS @ 48" ON CENTER (SEE
WALL REINFORCEMENT SCHEDULE FOR NUMBER OF BARS). MINIMUM LAP = 40 DIAMETERS TYPICAL. 13. PROVIDE TRUSS TYPE GALVANIZED HORIZONTAL MASONRY WALL REINFORCEMENT @ 16" ON
CENTER IN ALL MASONRY (WIRE SIZE # 9). 14. ALL OPENINGS IN MASONRY WALLS, UNLESS OTHERWISE SHOWN, SHALL HAVE 2-#4 BARS
ADDITIONAL ON ALL SIDES AND SHALL EXTEND 2'-6" BEYOND EDGES OF OPENINGS.
SMOKE DETECTOR NOTES AND CARBON MONOXIDE DETECTOR NOTES:
A. EACH DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE SMOKE DETECTOR AND CARBON MONOXIDE DEVICE, RECEIVING POWER FROM THE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT THAN THE OVER CIRCUIT DEVICE PROTECTING THE BRANCH CIRCUIT AS PER SECTION C26-1705.3. B. SUCH SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE EITHER THE IONIZATION CHAMBER TYPE OR TO ANY SLEEPING ROOM, WALL MOUNTED OR CEILING MOUNTED AND INDICATED ON THE PLAN AS PER N.F.A. # 74-1980. C. A CERTIFICATE OF SATISFACTORY INSTALLATION FOR SMOKE AND CARBON MONOXIDE DETECTORS MUST BE FILED WITH THE DIVISION OF CODE ENFORCEMENT TEN(10) DAYS AFTER INSTALLATION.
NOTE: 908.7.1.1.1 REQUIRED LOCATIONS WITHIN DWELLING UNITS. CARBON MONOXIDE ALARMS OR DECTECTORS SHALL BE LOCATED WITHIN DWELLING UNITS AS FOLLOWS: 1. OUTSIDE OF ANY ROOM USED FOR SLEEPING PURPOSES, WITHIN 15 FEET (4572 MM) OF THE ENTRANCE TO SUCH ROOM. 2. IN ANY ROOM USED FOR SLEEPING PURPOSES. 3. ON ANY STORY WITHIN A DWELLING UNIT, INCLUDING BELOW-GRADE STORIES AND PENTHOUSES OF ANY AREA, BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. 908.7.1.1.2 INSTALLATIONS REQUIREMENTS. CARBON MONOXIDE ALARMS OR DETECTORS SHALL COMPLY WITH THE POWER SOURCE, INTERCONNECTION, AND ACCEPTANCE TESTING REQUIREMENTS AS REQUIRED FOR SMOKE ALARMS IN ACCORDANCE WITH SECTIONS 907.2.10.2 THROUGH 907.2.10.4.
2
STEEL NOTES: 1. ALL REINFORCING STEEL TO BE DEFORMED BARS. STRESS TO BE 33KST (A615 GRADE
60). 2. ALL REINFORCING BARS TO BE LAPPED A MINIMUM OF 40 DIAMETER AT SPLICES AND
CORNERS. 3. MINIMUM PROTECTION FOR MAIN REINFORCEMENT TO BE 3 INCHES FOR CONCRETE
POURED AGAINST EARTH. ALL OTHERS TO BE 2 INCHES. 4. WIRE FABRIC TO BE ELECTRICALLY WELDED AND TO HAVE AN ULTIMATE TENSILE
STRENGTH OF 70KSI.
STEEL AND LINTELS:
1. STEEL LINTELS SHALL HAVE FULL 5" BEARING. 2. STEEL LINTELS OVER 4'-0" SUPPORTING MASONRY SHALL BE FIRE PROOFED WITH WIRE LATH
AND 1" VERMICULITE PLASTER OR CEMENT PLASTER. 3. STRUCTURAL STEEL SHALL CONFORM TO A.I.S.C. SPECIFICATIONS, A.S.T.M. A-36 22,000 PSI.
LIGHT GAGE STEEL FRAMING:
1. ALL LIGHT GAGE FRAMING SHALL COMPLY TO AISI SPECIFICATIONS FOR COLD FORM STEEL STRUCTURES, LASTEST EDITION, AND MANUFACTURER'S SPECIFICATIONS.
2. ALL LIGHT GAGE STEEL FRAMING SHALL BE AS MANUFACTURED BY MARINO/WARE INDUSTRIES, OR APPROVED EQUAL.
3. APPROVED SHOP DRAWINGS FOR ALL LIGHT GAGE STEEL FRAMING, BRACING AND CONNECTIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A LICENSED ENGINEER.
4. ALL CONNECTIONS OF LIGHT GAGE STEEL FRAMING TO BUILDING WALLS OR STRUCTURE SHALL BE DESIGNED BY THE LIGHT GAGE STEEL SUPPLIER AND SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO ERECTION. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A LICENSED ENGINEER.
5. ALL LIGHT GAGE STEEL WALL FRAMING SHALL BE DESIGNED BY THE LIGHT GAGE STEEL SUPPLIER AND SHALL BE SUBMITTED THE ENGINEER FOR REVIEW PRIOR TO ERECTION. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A LICENSED ENGINEER. THE LIVE LOAD DESIGN SHALL BE 15 PSF MINIMUM STUD SIZE TO BE 6SW18 AT 16" O.C.. MINIMUM HEADER SIZE TO BE (2) 6J18+(2)6T18 BUILT UP HEADER.

BEARING WALLS EXTERIOR INTERIOR
FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS
ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS AND JOISTS
TYPE I TYPE II TYPE III TYPE IV TYPE V
A
I
A A A A BBBB D D D HT
3 1 1 1 0002 HT 3 1 2 1 0202 2
0
11 2 1 1 1 0001 HT
B B
SEE TABLE 602
C C C C C C
FOR SI: 1 FOOT = 304.8 MM. A. THE STRUCTURAL FRAME SHALL BE CONSIDERED TO BE THE COLUMNS AND THE GIRDERS, BEAMS, TRUSSES AND SPANDRELS
HAVING DIRECT CONNECTIONS TO THE COLUMNS AND BRACING MEMBERS DESIGNED TO CARRY GRAVITY LOADS. THE MEMBERS OF FLOOR OR ROOF PANELS WHICH HAVE NO CONNECTION TO THE COLUMNS SHALL BE CONSIDERED SECONDARY MEMBERS AND NOT A PART OF THE STRUCTURAL FRAME.
B. ROOF SUPPORTS: FIRE-RESISTANCE RATINGS OF STRUCTURAL FRAME AND BEARING WALLS ARE PERMITTED TO BE REDUCED BY 1 HOUR WHERE SUPPORTING A ROOF ONLY.
1. EXCEPT IN FACTORY-INDUSTRIAL (F-1), HAZARDOUS (H), MERCANTILE (M) AND MODERATE-HAZARD STORAGE (S-1) OCCUPANCIES, FIRE PROTECTION OF STRUCTURAL MEMBERS SHALL NOT BE REQUIRED, INCLUDING PROTECTION OF ROOF FRAMING AND DECKING WHERE EVERY PART OF THE ROOF CONTRUCTION IS 20 FEET OR MORE ABOVE ANY FLOOR IMMEDIATELY BELOW. FIRE-RETARDANT-TREATED WOOD MEMBERS SHALL BE ALLOWED TO BE USED FOR SUCH UNPROTECTED MEMBERS.
2. EXCEPT IN FACTORY-INDUSTRIAL (F) OCCUPANCIES SUBJECT TO REGULATION UNDER SECTION 264(1) AND 264(2) OF THE NEW YORK STATE LABOR LAW, AND IN GROUP I-1, R-1 AND GROUP R-2 OCCUPANCIES, IN ALL OCCUPANCIES HEAVY TIMBER SHALL BE ALLOWED WHERE A 1-HOUR OR LESS FIRE-RESISTANCE RATING IS REQUIRED.
3. EXCEPT IN FACTORY-INDUSTRIAL (F) OCCUPANCIES SUBJECT TO REGULATION UNDER SECTIONS 264(1) AND 264(2) OF THE NEW YORK STATE LABOR LAW, AND IN GROUP I-1, R-1, AND GROUP R-2 OCCUPANCIES, IN TYPE I AND TYPE II CONSTRUCTION, FIRE-RETARDANT-TREATED WOOD SHALL BE ALLOWED IN BUILDINGS INCLUDING GIRDERS AND TRUSSES AS PART OF THE ROOF CONSTRUCTION WHEN THE BUILDING IS:
I. TYPE II CONSTRUCTION OF ANY HEIGHT; OR II. TYPE I CONSTRUCTION TWO STORIES OF LESS; OR WHEN OVER TWO STORIES, THE VERTICAL DISTANCE
FROM THE UPPER FLOOR TO THE ROOF IS 20 FEET OR MORE. C. AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 SHALL BE ALLOWED TO BE
SUBSTITUTED FOR 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION, PROVIDED SUCH SYSTEM IS NOT OTHERWISE REQUIRED BY OTHER PROVISIONS OF THE CODE OR USED FOR AN ALLOWABLE AREA INCREASE IN ACCORDANCE WITH SECTION 506.3 OR AN ALLOWABLE GEIGHT INCREASE IN ACCORDANCE WITH SECTION 504.2. THE 1-HOUR SUBSTITUTION FOR THE FIRE RESISTANCE OF EXTERIOR WALLS SHALL NOT BE PERMITTED.

≥

≤
≤

≤

1. OCCUPANCY GROUP:
5. HEIGHT OF BUILDING:
6. THE HIGHEST AND LOWEST LEVEL OF FIRE DEPARTMENT ACCESS:
7. FIRE DISTRICT:
8. M.D. CLASS. :
PROPOSED ENLARGEMENT
TOTAL DEDUCTION=196.6+2.0
PROPOSED FIRST FLOOR AREA
DENSITY PER CORRIDORS =(16+16)/2 =16SF.
PLUMBING DEDUCTION= 0.8+1.2 =2.0SF.

28-14 DAYLIGHT CORRIDOR DEDUCT 50% OF CORRIDOR F.A.
28-31 DENSITY PER CORRIDOR <11 UNITS, DEDUCT 50% OF CORRIDOR F.A.
28-21 RECREATION SPACE NINE OR MORE DWELLING UNITS
28-40 PARKING FOR QHP 50% OF D.U. = 4 PARKING (WAIVED 25-561)
SEE Z-001 CALCULATION
28-11 ELEVATED GROUND FLOOR UNITS
UP TO 100 S.F. BUT NOT MORE THAN 500 SF. OF SUCH ENTRYWAYS MAY BE EXCUDED FROM THE FLOOR AREA FOR EACH FOOT OF DIFFRERENCE BETWEEN THE FLOOR LEVEL OF SUCH DWELLING UNITS AND CURB LEVEL.
NONE
28-12 REFUSE STORAGE & DISPOSAL NINE OR MORE DWELLING UNITS REQUIRED. NONE
28-23 PLANTING AREA PROVIDE PLANT BETWEEN STREET WALL & STREET LINE (SEE PLOT PLAN @ G-001)
NOTES : 28-02 DWELLING UNIT HAVE TO COMPLYING WITH NEW YORK CITY HOUSING MAINTENANCE CODE
9.3 SF
NEW VERTICAL EXTENSION
PROPOSED PENTHOUSE AREA
PARAPET WALL LENGTH "C1"=27.52'
PARAPET WALL LENGTH "C4"=18.17' PARAPET WALL
LENGTH "C7"=4.81'
TOTAL ROOF STRUCTURE AREA= (A)+(B)+(C)= 129.5SF.+ 270.5SF.+0.83'x(2C1+C2+ C3+ C4+ C5+ C6+ C7) =496.62SF. TOTAL ROOF AREA = 496.62 / 1,537.0=32.3% < 33.33% --- OK. (AS PER BC 504.3)
TOTAL ZONING=PENTHOUSE AREA

CHAPTER C5 ( EXISTING BUILDING) C501.1 SCOPE. THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE ALTERATION, REPAIR, ADDITIONAND CHANGE OF OCCUPANCYOF EXISTING BUILDINGS AND STRUCTURES. C501.3 MAINTENANCE. BUILDINGSAND STRUCTURES, AND PARTS THEREOF, SHALL BE MAINTAINED IN A SAFE AND SANITARY CONDITION. DEVICES AND SYSTEMS REQUIRED BY THIS CODE SHALL BE MAINTAINED IN CONFORMANCE TO THE CODE EDITION UNDER WHICH THEY WERE INSTALLED. THE OWNER ORTHE OWNER’S AUTHORIZED AGENT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF BUILDINGS AND STRUCTURES. THE REQUIREMENTS OF THIS CHAPTER SHALL NOT PROVIDE THE BASIS FOR REMOVAL OR ABROGATION OF ENERGY CONSERVATION, FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING STRUCTURES.
C502.2.3 BUILDING MECHANICAL SYSTEMS. NEW MECHANICAL SYSTEMS AND EQUIPMENT THAT ARE PART OF THE ADDITIONANDSERVE THE BUILDING HEATING, COOLING AND VENTILATION NEEDS SHALL COMPLY WITH SECTION C403. C502.2.6 LIGHTING POWER AND SYSTEMS. NEW LIGHTING SYSTEMS THAT ARE INSTALLED AS PART OF THE ADDITION SHALL COMPLY WITH SECTION C405.
C502.2.6.1 INTERIOR LIGHTING POWER. THE TOTAL INTERIOR LIGHTING POWER FOR THE ADDITIONSHALL COMPLY WITH SECTION C405.3.2 FOR THE ADDITIONALONE, OR THE EXISTING BUILDING AND THE ADDITIONSHALL COMPLY AS A SINGLE BUILDING.
CHAPTER 2 DEFINITIONS SECTION 202 GENERAL DEFINITIONS COMMERCIAL BUILDING: FOR THIS CODE, ALL "GROUP R BUILDINGS" AND BUILDINGS THAT ARE NOT INCLUDED IN THE DEFINITION OF "RESIDENTIAL BUILDINGS".RESIDENTIAL BUILDING: FOR THIS CODE, INCLUDES R-3 BUILDINGS, AS WELL AS R-2 AND R-4 BUILDINGS THREE STORIES OR LESS IN HEIGHT ABOVE GRADE. SUBJECTED BUILDING IS 6-STORY WITH CELLAR , TWELVE(12) FAMILIES DWELLING .THEREFORE IT IS INCLUDED IN THE COMMERCIAL BUILDING CATEGORY FOR ENERGY ANALYSIS.
SECTION ECC C302 C302.1 INTERIOR DESIGN CONDITIONS.THE INTERIOR DESIGN TEMPERATURES USED FOR HEATING AND COOLING LOAD CALCULATIONS SHALL BE A MAXIMUM OF 72°F (22°C) FOR HEATING AND MINIMUM OF 75°F (24°C) FOR COOLING.
C408 COMMISSIONING STATEMENT THIS APPLICATION DOES NOT REQUIRED COMMISSIONING. TOTAL MECHANICAL, RENEWABLE ENERGY, AND SERVICE WATER HEATING SYSTEMS COMMISSIONING AND COMPLETION REQUIREMENTS CAPACITY BEING INSTALLED ARE REQURED FOR COMMISSIONING REQUIREMENTS.
SERVICE WATER PIPING

C402.5 AIR LEAKAGE—THERMAL ENVELOPE (MANDATORY).THE THERMAL ENVELOPEOF BUILDINGS SHALL COMPLY WITH SECTIONS C402.5.1 THROUGH C402.5.8, OR THE BUILDING THERMAL ENVELOPESHALL BE TESTED IN ACCORDANCE WITH ASTM E 779 AT A PRESSURE DIFFERENTIAL OF 0.3 INCH WATER GAUGE (75 PA) OR AN EQUIVALENT METHOD APPROVED BY THE BUILDING OFFICIAL AND DEEMED TO COMPLY WITH THE PROVISIONS OF THIS SECTION WHEN THE TESTED AIR LEAKAGE RATE OFTHE BUILDING THERMAL ENVELOPE IS NOT GREATER THAN 0.40 CFM/FT2(2.0 L/S • M2). WHERE COMPLIANCE IS BASED ON SUCH TESTING, THE BUILDING SHALL ALSO COMPLY WITH SECTIONS C402.5.5, C402.5.6 AND C402.5.7.
1 INCH INSULATION (FOR TUBE SIZE <1 12") 1 1/2" INCH INSULATION(FOR TUBE SIZE 1 12")
INSPECTION/TEST PERIODIC (MINIMUM)
OR OTHER CRITERIA NYCECC OR
OTHER CITATION

C404.3 HEAT TRAPS FOR HOT WATER STORAGE TANKS. STORAGE TANK-TYPE WATER HEATERS AND HOT WATER STORAGE TANKS THAT HAVE VERTICAL WATER PIPES CONNECTING TO THE INLET AND OUTLET OF THE TANK SHALL BE PROVIDED WITH INTEGRAL HEAT TRAPS AT THOSE INLETS AND OUTLETS OR SHALL HAVE PIPE-CONFIGURED HEAT TRAPS IN THE PIPING CONNECTED TO THOSE INLETS AND OUTLETS. TANK INLETS AND OUTLETS ASSOCIATED WITH SOLAR WATER HEATING SYSTEM CIRCULATION LOOPS SHALL NOT BE REQUIRED TO HAVE HEAT TRAPS. C404.6.3 CONTROLS FOR HOT WATER STORAGE. THE CONTROLS ON PUMPS THAT CIRCULATE WATER BETWEEN A WATER HEATER AND A HEATED-WATER STORAGE TANK SHALL LIMIT OPERATION OF THE PUMP FROM HEATING CYCLE STARTUP TO NOT GREATER THAN 5 MINUTES AFTER THE END OF THE CYCLE
C403.7.6.1 TEMPERATURE SETPOINT CONTROLS. CONTROLS SHALL BE PROVIDED ON EACH HVAC SYSTEM THAT ARE CAPABLE OF AND CONFIGURED TO AUTOMATICALLY RAISE THE COOLING SETPOINT AND LOWER THE HEATING SETPOINT BY NOT LESS THAN 4°F (2°C) FROM THE OCCUPANT SETPOINT WITHIN 30 MINUTES AFTER THE OCCUPANTS HAVE LEFT THE GUESTROOM. THE CONTROLS SHALL BE CAPABLE OF AND CONFIGURED TO AUTOMATICALLY RAISE THE COOLING SETPOINT TO NOT LOWER THAN 80°F (27°C) AND LOWER THE HEATING SETPOINT TO NOT HIGHER THAN 60°F (16°C) WHEN THE GUESTROOM IS UNRENTED OR HAS NOT BEEN CONTINUOUSLY OCCUPIED FOR MORE THAN 16 HOURS OR A NETWORKED GUESTROOM CONTROL SYSTEMINDICATES THAT THE GUESTROOM IS UNRENTED AND THE GUESTROOM IS UNOCCUPIED FOR MORE THAN 30 MINUTES. A NETWORKED GUESTROOM CONTROL SYSTEMTHAT IS CAPABLE OF RETURNING THE THERMOSTAT SETPOINTS TO DEFAULT OCCUPIED SETPOINTS 60 MINUTES PRIOR TO THE TIME A GUESTROOM IS SCHEDULED TO BE OCCUPIED IS NOT PRECLUDED BY THIS SECTION. COOLING THAT IS CAPABLE OF LIMITING RELATIVE HUMIDITY WITH A SETPOINT NOT LOWER THAN 65-PERCENT RELATIVE HUMIDITY DURING UNOCCUPIED PERIODS IS NOT PRECLUDED BY THIS SECTION.
COMMISSIONING NOTE 1. COMMISSIONING SHALL BE REQUIRED FOR MECHANICAL SYSTEMS, WATER HEATING SYSTEMS AND ELECTRICAL POWER AND LIGHTING SYSTEMS AND INCLUDE BUT NOT LIMITED TO:
1 2 3 4 5 6
HEATING, COOLING, AIR HANDLING AND DISTRIBUTION, VENTILATION AND EXHAUST SYSTEMS AIR, WATER AND OTHER ENERGY RECOVERY SYSTEMS MANUAL OR AUTOMATIC CONTROLS ON ENERGY USING SYSTEMS (E.G., TEMPERATURE CONTROLS) PLUMBING MECHANICAL HEATING SYSTEMS SERVICE WATER HEATING SYSTEMS
2. CONSTRUCTION DOCUMENTS NOTES TO INDICATE PROVISIONS FOR COMMISSIONING AND COMPLETION REQUIREMENTS
COMMISSIONING PLAN 1. A COMMISSIONING PLAN SHALL BE DEVELOPED BY AN APPROVED AGENCY TO DESCRIBED THE ACTIVITIES TO BE COMPLETED DURING EACH PHASE OF COMMISSIONING .THE PLAN SHALL LIST THE SPECIFIC EQUIPMENT AND FUNCTIONS TO BE TESTED, THE CONDITIONS FOR TESTING, AND THE MEASURABLE CRITERIA FOR PERFORMANCE
PRELIMINARY COMMISSIONING REPORT 1. AFTER CONSTRUCTION AND PRELIMINARY COMMISSIONING TESTING IS COMPLETED, THE APPROVED AGENCY SHALL COMPLETE A PRELIMINARY COMMISSIONING REPORT. THE REPORT SHOULD DISCUSS TESTS THAT ARE TO BE COMPLETED AND DEFICIENCIES FOUND DURING THE TESTING. THE REPORT IS TO BE PROVIDED TO THE BUILDING OWNER.
FINAL COMMISSIONING REPORT 1. A FINAL COMMISSIONING REPORT SHALL BE PREPARED BY THE APPROVED AGENCY WITHIN 18 MONTHS OF THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY OR LETTER OF COMPLETION WHICH SHALL INCLUDE TEST PROCEDURES AND RESULTS AND TEST PROCEDURES AND RESULTS AFTER OCCUPANCY. THE REPORT IS TO BE PROVIDED TO THE BUILDING OWNER.
Date:

20'-0"
UNIT # 4 (746SF.)
88'-0"
88'-0"
NEW FD.
NEW AD.
EXISTING FOUNDATION WALL TO REMAINNEW FOUNDATION
NEW FOUNDATION
NEW FOUNDATION
NEW FOUNDATION
NEW FOUNDATION
NEW FOUNDATION
NEW GAS RANGE NEW LIVING AREA
NEW BEDROOM NEW LIVING AREA
BATHTUB
BATHTUB
NEW LIVING AREA & KITCHEN
NEW BEDROOM NEW BATHROOM
15 RISER @7.75" 14 TREAD @ 9.5"

D4
D5
D5
D5D5

EF (100)
EF (100)
EF (100)
EF (50)
EF (50)
EF (50)
EF (50)
D2
C LE
A R
FL O
O R
SP A
C E
1' -0
60"x56"CLEAR SPACE FOR WATER CLOSET
FLOOR AREA: 166.9 S.F. WINDOW AREA: 25 S.F. LIGHT: 15% -- OK VENT: 7.5% -- OK
NEW GLAZ. ENTRANCE DOOR 36"X80"H W/ 12" WIDTH WINDOW
NEW MTL. STAIR W/34"H HANDRAIL
15 RISER @7.75" 14 TREAD @ 9.5"
15 RISER @7.75" 14 TREAD @ 9.5"
NEW WALL MOUNTED ELEC. TANKLESS H.W.H.
EXISTING REAR YARD
D10
D10D10
CL.
D11
D11
D11
1" 19
'-1 0"
5' -3
4'-9"
FLOOR AREA: 233.5 S.F. WINDOW AREA: 32.5 S.F. LIGHT: 13.9% -- OK VENT: 7.0% -- OK
FLOOR AREA: 160.0 S.F. WINDOW AREA: 25 S.F. LIGHT: 15.6% -- OK VENT: 7.8% -- OK
8
SLOPE
2%
SLOPE
2%

A/C PIPING DOWN TO DWELLING UNITS NEW 4"VENT PIPE UP TO ROOF
A/C PIPING DOWN TO DWELLING UNITS
NEW 4"VENT PIPE UP TO ROOF
5' -4
REFUSE & RECYCLABLE AREA 16 S.F.
NEW DINING BAY AREA:49.0 SF.
AREA:49.5 SF.
8' -1
0" 8'
-6 "

9
9
9
9
1
1
10 '-0
"
AS PER ZR 23-851 (b) (2) PROPOSED AREA SIZE 10'x20'=200SF. ≤ 200SF.---COMPLY AS INNER COURT)
NO T
CO UN
T AS
LI GH
T AN
D AI
R NO
T CO
UN T
AS LI
GH T
AN D
AI R
NO T
CO UN
T AS
LI GH
T AN
D AI
D4
HALLWAY
3'-0"
D8

Date:

16'-3" 7'-6"
88'-0"
32'-4"
27'-6"
88'-0"
18'-10"
UNIT # 8 (728SF.)
20'-0" 19'-11"2'-0"7'-0"9'-0"5'-0"11'-4"
3'-0" 11'-1"
CL.
CL.
SMOKE VENT ABOVE THE DOOR (WITH MOTORIZED DAMPER) DIMENSION REQUIREMENT AS PER 2014 BC 708.12.1.2 STAIR AREA = 7'-4"X12'-6" = 91.7 SF. 91.7 X 3.5% = 3.21 SF. PROPOSED 3'WX1.5H' = 4.5 SF. > 3.21 SF. ....COMPLIED
CL.
CL.
CL.
CL.
4' -0
D5 D5
D5D5
NEW 1 12" HR FPSC. DOOR 36"X80"H
D4 NEW 1 12" HR FPSC. DOOR 36"X80"H
D4
15 RISER @7.75" 14 TREAD @ 9.5"
15 RISER @7.75" 14 TREAD @ 9.5"
15 RISER @7.75" 14 TREAD @ 9.5"
15 RISER @7.75" 14 TREAD @ 9.5"
15 RISER @7.75" 14 TREAD @ 9.5"
MIN. 6'-0" PATH REQ'D FOR FIRE DEPARTMENT
ACESS AS PER FC 504.4.2
6' -0
D4 NEW 1-1/2" HR FPSC. DOOR 36"X80"H
4' -0
15 RISER @7.75" 14 TREAD @ 9.5"
NE W
M TL
. S TA
IR W
/3 4"
H HA
ND RA
NEW GREEN ROOF AREA
TOTAL AREA : 198.2 SF
NEW 4"VENT PIPE (MIN.3'-0" ABOVE FINISH ROOF)
1ST FL. UNIT #1
MIN. 18"
D5
D10D10
D10D10
MIN. 18" MIN. 18"

1" 19
'-1 0"
NEW (3) PLUMBING FIXTURES

8" 7'
8" 7'
NEW KIT. SINKNEW GAS RANGE
7' -0
2'-0" 6'-8"
NEW 12" SOFFIT ABOVE
2' -6
AREA:49.0 SF. AREA:49.5 SF. 5'
-0 "
NEW LIVING AREA & KITCHEN FLOOR AREA: 201.4 S.F. WINDOW AREA: 25 S.F. LIGHT: 12.4% -- OK VENT: 6.2% -- OK
8' -1
0" 8'
NEW BEDROOM
NEW BEDROOM FLOOR AREA: 96.3 S.F. WINDOW AREA: 25 S.F. LIGHT: 26.0% -- OK VENT: 13.0% -- OK
NEW LIVING AREA
NEW BEDROOM
NEW DINING BAY
AREA:55 SF.
D9
D9
D12
D12
NEW RD.
SL OP
D8
D4
HALLWAY
D8
3'-0"
CL.
T

Date:
TO BE REMOVED
EXISTING EXTERIOR WALL TO BE REMOVED
EXISTING EXTERIOR WALL TO BE REMOVED EXISTING
EXTERIOR WALL TO BE REMOVED
EXISTING STAIR TO BE REMOVED
EXIST'G/DEMO 2ND FLOOR PLAN
FLOOR STRUCTURE
UP
UP
TO BE REMOVED
EXISTING EXTERIOR WALL TO BE REMOVED EXISTING
EXTERIOR WALL TO BE REMOVED
EXIST'G/DEMO 2ND FLOOR PLAN
FLOOR STRUCTURE
9
DM-001.00
88'-0"
88'-0"
NEW FD.
NEW AD.
NEW FOUNDATION
NEW FOUNDATION
NEW FOUNDATION
NEW FOUNDATION
NEW FOUNDATION
BATHTUB
BATHTUB
15 RISER @7.75" 14 TREAD @ 9.5"

D4
D5
D5
EF (100)
EF (50)
EF (50)
D2
C LE
A R
FL O
O R
SP A
C E
1' -0
EXISTING REAR YARD
D10 CL.
5' -3
4'-9"
8
SLOPE
2%
SLOPE
2%

A/C PIPING DOWN TO DWELLING UNITS NEW 4"VENT PIPE UP TO ROOF A/C PIPING DOWN
TO DWELLING UNITS
AREA:46 SF.
AREA:72.5 SF.
AREA:49.5 SF.
REFUSE AND RECYCLABLE AREA AS PER BC 1213.1.2, EXTERIOR SPACE MIN. 1.5 S.F. PER DWELLING UNIT. 8 D.U. x1.5 S.F. =12 S.F. PROPOSED 16 S.F. >12S.F. .... COMPLIED
8' -1
0" 8'
10 '-0
"
AS PER MDL. 31. 4. PROPOSED AREA <55SF. W/ 1 WIN. OPEN INTO COURT AND REQUIRE WIN.
MIN. OF 18 SUCH AREA (< 8x 5'x2.5'[WIN. 1 AREA]= 100SF. ---COMPLY AS DINING BAY )
NO T
CO UN
T AS
LI GH
T AN
D AI
88'-0"
88'-0"
NEW FD.
NEW AD.
NEW FOUNDATION
NEW FOUNDATION
NEW FOUNDATION
NEW FOUNDATION
NEW FOUNDATION
BATHTUB
BATHTUB
15 RISER @7.75" 14 TREAD @ 9.5"

D4
D5
D5
EF (100)
EF (50)
EF (50)
D2
C LE
A R
FL O
O R
SP A
C E
1' -0
EXISTING REAR YARD
D10 CL.
5' -3
4'-9"
8
SLOPE
2%
SLOPE
2%

A/C PIPING DOWN TO DWELLING UNITS NEW 4"VENT PIPE UP TO ROOF A/C PIPING DOWN
TO DWELLING UNITS
AREA:46 SF.
AREA:72.5 SF.
AREA:49.5 SF.
REFUSE AND RECYCLABLE AREA AS PER BC 1213.1.2, EXTERIOR SPACE MIN. 1.5 S.F. PER DWELLING UNIT. 8 D.U. x1.5 S.F. =12 S.F. PROPOSED 16 S.F. >12S.F. .... COMPLIED
8' -1
0" 8'
10 '-0
"
NO T
CO UN
T AS
LI GH
T AN
D AI

NOTE: "HARDWIRED CARBON MONOXIDE DETECTORS SHALL COMPLY WITH BC 907 AND INSTALLED IN ACCORDANCE WITH BC 907. IT SHALL BE PROVIDED IN EVERY BEDROOM AND WITHIN FIFTEEN FEET OF THE PRIMARY ENTRANCE OF EACH BEDROOM."
NOTE: DOORS TO DWELLING UNITS SHALL BE EQUIPPED WITH A HEAVY DUTY LATCH SET AND A HEAVY DUTY DEAD BOLT OPERABLE BY A KEY FROM THE OUTSIDE AND A THUMB-TURN FROM THE INSIDE. THOSE DOORS SHALL ALSO BE EQUIPPED WITH A CHAIN GUARD SO AS TO PERMIT PARTIAL OPENING OF THE DOOR. DWELLING UNIT ENTRANCE DOORS SHALL ALSO BE EQUIPPED WITH A VIEWING DEVICE LOCATED SO AS TO ENABLE A PERSON ON THE INSIDE OF THE ENTRANCE DOOR TO VIEW A PERSON IMMEDIATELY OUTSIDE. AS PER BC 1008.4.2
BEFORE REMOVING PARTITIONS SHOWN HERE, GENERAL CONTRACTOR MUST VERIFY AT THE JOB SITE WHETHER THE PARTITIONS ARE BEARING WALL OR NOT. IF THEY ARE BEARING WALL, THE GENERAL CONTRACTOR MUST INFORM L&C AND PLANS ARE TO BE MODIFIED AND AMENDED ACCORDING TO NYC BUILDING CODES PRIOR TO ACTUAL DEMOLITION WORK ON PARTITIONS. TEMPORARY BRACING AND SUPPORTS SHALL BE PROVIDED PRIOR TO ACTUAL DEMOLITION OF EXTERIOR WALL IF REQUIRED.
BUILDING CONTAINING 3 RESIDENTIAL UNIT THAT WILL NOT BE OCCUPIED DURING CONSTRUCTION SHALL INDICATE THAT THE MEANS AND METHODS TO BE EMPLOYED TO SAFEGUARD THE SAFETY AND HEALTH OF THE OCCUPANTS, INCLUDING, WHERE APPLICABLE, DETAILS SUCH AS TEMPORARY FIRE-RATED ASSEMBLIES, OPENING PROTECTIVES, OR DUST CONTAINMENT PROCEDURES. THE ELEMENTS IF THE TENANT PROTECTION PLAN MAY VARY DEPENDING ON THE NATURE AND SCOPE OF THE WORK BUT A MINIMUM SHALL MAKE DETAILED AND SPECIFIC PROVISIONS FOR:
4. COMPLIANCE WITH HOUSING STANDARDS: THE REQUIREMENTS OF THE NEW YORK CITY HOUSING MAINTENANCE CODE, AND, WHERE APPLICABLE, THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL BE STRICTLY OBSERVED.
5. STRUCTURAL SAFETY:NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE OCCUPANTS. 6. NOISE RESTRICTION: WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED PURSUANT TO
THE NEW YORK CITY NOISE CONTROL CODE, SUCH LIMITATIONS SHALL BE STATED.
Date:

UNIT # 4 (746SF.)
1'-10"
D5D5
D5 D5
EF (100)
EF (100)
EF (100)
EF (100)
EF (50)
EF (50)
EF (50)
EF (50)
15 RISER @7.75" 14 TREAD @ 9.5"
15 RISER @7.75" 14 TREAD @ 9.5"
15 RISER @7.75" 14 TREAD @ 9.5"
15 RISER @7.75" 14 TREAD @ 9.5"

D10D10
D10D10
D11
D11
D11
D11
1" 19
'-1 0"

8" 7'
5' -4
7' -0
2'-0" 6'-8"
7'-0" 4"
7'-0" 4"
2'-10" 2'-4"
AREA:49.5 SF.
-0 "
8' -1
0" 8'
-6 "
NEW LIVING AREA
NEW BEDROOM

9
9
9
9
EXISTING PARTY WALL TO REMAIN
NO T
CO UN
T AS
LI GH
T AN
D AI
D4
HALLWAY
D8
3'-0"
CL.
T
D4
HALLWAY
3'-0"
D8

UNIT # 4 (746SF.)
1'-10"
D5D5
D5 D5
EF (100)
EF (100)
EF (100)
EF (100)
EF (50)
EF (50)
EF (50)
EF (50)
15 RISER @7.75" 14 TREAD @ 9.5"
15 RISER @7.75" 14 TREAD @ 9.5"
15 RISER @7.75" 14 TREAD @ 9.5"
15 RISER @7.75" 14 TREAD @ 9.5"

D10D10
D10D10
D11
D11
D11
D11
1" 19
'-1 0"

8" 7'
5' -4
7' -0
2'-0" 6'-8"
7'-0" 4"
7'-0" 4"
2'-10" 2'-4"
AREA:49.5 SF.
-0 "
8' -1
0" 8'
-6 "
NEW LIVING AREA
NEW BEDROOM

9
9
9
9
NO T
CO UN
T AS
LI GH
T AN
D AI
D4
HALLWAY
D8
3'-0"
CL.
T
D4
HALLWAY
3'-0"
D8

Date:
NEW 4'-2"H PARAPET WALL
CL.
CL.
CL.
CL.
4' -0
D5D5
D4
15 RISER @7.75" 14 TREAD @ 9.5"
15 RISER @7.75" 14 TREAD @ 9.5"
15 RISER @7.75" 14 TREAD @ 9.5"
6' -0
4' -0
15 RISER @7.75" 14 TREAD @ 9.5"
NE W
M TL
. S TA
IR W
/3 4"
H HA
ND RA
NEW GREEN ROOF AREA
1ST FL. UNIT #1
MIN. 18"
NEW RD.
SL OP
D5
MIN. 18" MIN. 18"

NEW KIT. SINK NEW GAS RANGE
8" 7'
7' -0
PROPOSED ROOF & PENTHOUSE PLAN
2' -6
2'-10" 2'-4"
NEW LIVING AREA
NEW BEDROOM
NEW DINING BAY
AREA:55 SF.
D9D12
E
3%
SLOPE
3%
NO T
CO UN
T AS
LI GH
T AN
D AI
D8 T
E. P.
NEW 4'-2"H PARAPET WALL
CL.
CL.
CL.
CL.
4' -0
D5D5
D4
15 RISER @7.75" 14 TREAD @ 9.5"
15 RISER @7.75" 14 TREAD @ 9.5"
15 RISER @7.75" 14 TREAD @ 9.5"
6' -0
4' -0
15 RISER @7.75" 14 TREAD @ 9.5"
NE W
M TL
. S TA
IR W
/3 4"
H HA
ND RA
NEW GREEN ROOF AREA
1ST FL. UNIT #1
MIN. 18"
NEW RD.
SL OP
D5
MIN. 18" MIN. 18"

NEW KIT. SINK NEW GAS RANGE
8" 7'
7' -0
PROPOSED ROOF & PENTHOUSE PLAN
2' -6
2'-10" 2'-4"
NEW LIVING AREA
NEW BEDROOM
NEW DINING BAY
AREA:55 SF.
D9D12
E
3%
SLOPE
3%
NO T
CO UN
T AS
LI GH
T AN
D AI
D8 T
E. P.

Date:
GEOTEXTYLE PROTECTION LAYER
PE SEPARATING AND PROTECTION LAYER BLTUMEN VAPOUR BARRIER WITH FLL ANTI-ROOT CERTIFICATION
INSULATION
STAINLESS STEEL DOWEL ROD AND ANCHOR PIN EMBEDDED IN MORTAR AND SEALED IN MASTIC
4" CMU BLOCK
GEOTEXTYLE PROTECTION LAYER
PE SEPARATING AND PROTECTION LAYER BLTUMEN VAPOUR BARRIER WITH FLL ANTI-ROOT CERTIFICATION
13
A-004.00
SCALE: NTS.
SCALE: NTS.
SCALE: NTS.
"

NEW EXTERIOR WALL - 8" CMU FINISH WALL , 18" WATER PROOF MEMBRANE, 3" POLYSTYRENE INSULATION(R-15), 5 8" DENSEGLASS SHEATHING, 1.75" MTL. CHANEL @ 16" O.C. W/R-6 BATT INSULATION , FINISH W/ 1 LAYERS OF 5/8" GYP.BD. TYPE "X" ON INTERIOR (4HR RATED PER UL#902)
NEW EXTERIOR WALL - 78" STUCCO, CONTINUE AIR & MOISTURE BARRIER, 2.5"
R-12.5 CI RIGID INSULATION, 58" DENSE BOARD SHEATING, 6"@16" O.C. METAL STUDS WITH R-15 BATT INSULATION, TWO LAYER OF 5/8" TYPE "X" GYP. BOARD ON INTERIOR. (2HR RATED PER UL#425)
NEW EXTERIOR WALL - 78" STUCCO, CONTINUE AIR & MOISTURE BARRIER, 2.5"
R-12.5 CI RIGID INSULATION, 58" DENSE BOARD SHEATING, 6"@16" O.C. METAL STUDS WITH R-15 BATT INSULATION, TWO LAYER OF 5/8" TYPE "X" GYP. BOARD ON INTERIOR. (2HR RATED PER UL#425)
NEW EXTERIOR WALL - 1" STUCCO FINISH WITH 3" EXTRUDED POLYSTYRENE (XPS) R-15, 8" CONCRETE BLOCK (CMU.) , 1" FURRING CHANNEL @16" O.C. ,ONE LAYER OF 5/8" TYPE "X" GYP. BOARD ON INTERIOR. (4HR RATED PER UL#902)
NEW INTERIOR BEARING WALL - 8" CONCRETE BLOCK (CMU.) WITH 2 LAYERS OF 5/8" TYPE "X" GYP IN INTERIOR SIDE . EX. EXTERIOR BRICK WALL TO REMAIN. (2HR RATED PER U#905)
15
A-006.00
POURED CONCRETE FOUNDATION & FOOTING MINIMUM SPECIFIED COMPRESSIVE STRENGTH(f'c) AS PER TABLE 1904.3 - FOUNDATIONS & FOOTINGS f'c=3,000 psi - CONC. WALK: f'c=3,500 psi
INTERIOR WALL - NON FIRE RATED NEW NON-RATED & NON-BEARING INTERIOR PARTITION. 3 1/2" METAL STUDS @ 16"O.C. WITH 1 LAYER OF 1/2" GYP. BD. ON BOTH SIDES. UL # 420
INTERIOR WALL - 2HR. FIRE RATED
NEW 2-HR. RATED PARTITION - 3 5/8" STEEL STUDS @ 16" O.C. WITH 2 LAYERS OF 5/8" TYP. 'X' GYP. BOARD ON BOTH SIDES. (2HR RATED PER UL#403)
2" POLYSTYRENE INSULATION WITH R-10 c.i.
12" GYP.BD. TYPE "X"
9
INTERIOR WALL DETAIL
SCALE: 1/2"=1'-0"
INTERIOR WALL - BEARING WALL NEW INTERIOR BEARING WALL - 8" CONCRETE BLOCK (CMU.) WITH 2 LAYERS OF 5/8" TYPE "X" GYP BOTH SIDES. (2HR RATED PER U#905)
7
EXTERIOR WALL DETAIL
SCALE: 1/2"=1'-0"
PARTY WALL - BEARING WALL NEW INTERIOR BEARING WALL - 6" METAL STUD R-15 BATT INSULATION WITH LAYER OF 5/8" TYPE "X" GYP IN INTERIOR SIDE . EX. EXTERIOR BRICK WALL TO REMAIN. (2HR RATED PER U#905)
EXTERIOR FOUNDATION WALL DETAIL
EXTERIOR WALL - BEARING WALLEXTERIOR WALL - BEARING WALLEXTERIOR WALL - BEARING WALL
INTERIOR WALL - NON FIRE RATED NEW NON-RATED & NON-BEARING INTERIOR PARTITION. 2"x4" WOOD STUDS @ 16"O.C. WITH 1 LAYER OF 5/8" GYP. BD. ON BOTH SIDES. UL#420
STL. JOIST
STL. JOIST
IN TE
RI OR
S ID
STL. JOIST
NEW EXTERIOR WALL - 78" STUCCO, CONTINUE AIR & MOISTURE BARRIER, 2.5" R-12.5 CI RIGID INSULATION, 58" DENSE BOARD SHEATING, 6"@16" O.C. METAL STUDS WITH R-15 BATT INSULATION, TWO LAYER OF 5/8" TYPE "X" GYP. BOARD ON INTERIOR. (2HR RATED PER UL#425)
IN TE
RI OR
S ID
STL. JOIST
EX TE
RI OR
S ID
E
10
E
PARTY WALL - BEARING WALL NEW INTERIOR BEARING WALL - 8" CONCRETE BLOCK (CMU.) WITH 2 LAYERS OF 5/8" TYPE "X" GYP IN INTERIOR SIDE . EX. EXTERIOR BRICK WALL TO REMAIN. (2HR RATED PER U#905)
EXTERIOR WALL DETAIL
SCALE: 1/2"=1'-0"
NEW EXTERIOR WALL - 78" STUCCO, CONTINUE AIR & MOISTURE BARRIER,
2.5" R-12.5 CI RIGID INSULATION, 58" DENSE BOARD SHEATING, 6"@16" O.C.
METAL STUDS WITH R-15 BATT INSULATION, TWO LAYER OF 5/8" TYPE
"X" GYP. BOARD ON INTERIOR. (2HR RATED PER UL#425)
10"
NEW EXTERIOR WALL - 78" STUCCO, CONTINUE AIR & MOISTURE BARRIER,
2.5" R-12.5 CI RIGID INSULATION, 58" DENSE BOARD SHEATING, 6"@16" O.C. METAL STUDS WITH R-15 BATT INSULATION, TWO LAYER OF 5/8" TYPE "X" GYP. BOARD ON INTERIOR. (2HR RATED PER UL#425)
1'-0"10"
NEW INTERIOR BEARING WALL - 6" METAL STUD R-15 BATT INSULATION WITH LAYER OF
5/8" TYPE "X" GYP IN INTERIOR SIDE . EX. EXTERIOR BRICK
WALL TO REMAIN. (2HR RATED PER U#905)
17
A-008.00

CLEAR FLOOR SPACE FOR SINGLE WHEELCHAIR
MIN. CLEAR WIDTH FOR SINGLE WHEELCHAIR
SPACE NEEDED TO TURN A WHEELCHAIR
3'-0" MIN.
2' -0
" M AX
4" SPHERE CANNOT PASS THROUGH
4" SPHERE CANNOT PASS THROUGH
42 " H
IG H
A FF
30"MIN. 28 -3
REF
1 " NOSING
1 12" (TYP.)
1 1 2 "
BOTTOM SHELF OF MEDICINE CABINET SHALL NO BE HIGHER THAN 44" ABOVE FINISHED FLOOR
THE BOTTOM OF THE MIRROR SHALL NOT BE HIGHER THAN 40" ABOVE FINISH FLOOR (BC 102.7)
REMOVABLE CABINET PERMITTED UNDER LAVATORY WITH RESTRICTIONS (BC P 102.6) 18" FUTURE VERT. GRAB BAR
30" FROM OF THE BAR TO THE REAR WALL 39"(MIN) TO 41" (MIN) ABOVE THE
FINISH FLOOR (BC P102.8.3.1)
TOILET PAPER HOLDER 7"(MIN) & 9" (MAX) FROM THE OUTER EDGER OF W.C.
TO THE OF THE T.P.H) 14"(MIN)&19"(MAX) FROM THE OUTLET OF THE T.P.H.
TO THE FINISHED FLOOR (BC P102.8.6)

R-2 TYPE B APPENDIX P BATHROOM
* CHOOSE WATER CLOSET THAT WILL NOT EXTEND INTO THE SPACE REQUIRED FROM THE DOOR OPENING ** GRAB BAR REINFORCEMENT WILL CONSIST OF 20 GA. MTL. PLATES SECURED TO MTL. STUDS.
18
A-009.00

C402.5 AIR LEAKAGE—THERMAL ENVELOPE (MANDATORY).THE THERMAL ENVELOPEOF BUILDINGS SHALL COMPLY WITH SECTIONS C402.5.1 THROUGH C402.5.8, OR THE BUILDING THERMAL ENVELOPESHALL BE TESTED IN ACCORDANCE WITH ASTM E 779 AT A PRESSURE DIFFERENTIAL OF 0.3 INCH WATER GAUGE (75 PA) OR AN EQUIVALENT METHOD APPROVED BY THE BUILDING OFFICIAL AND DEEMED TO COMPLY WITH THE PROVISIONS OF THIS SECTION WHEN THE TESTED AIR LEAKAGE RATE OFTHE BUILDING THERMAL ENVELOPE IS NOT GREATER THAN 0.40 CFM/FT2(2.0 L/S • M2). WHERE COMPLIANCE IS BASED ON SUCH TESTING, THE BUILDING SHALL ALSO COMPLY WITH SECTIONS C402.5.5, C402.5.6 AND C402.5.7.
C406.8REDUCED AIR INFILTRATION. AIR INFILTRATION SHALL BE VERIFIED BY WHOLE-BUILDING PRESSURIZATION TESTING CONDUCTED IN ACCORDANCE WITH ASTM E779 OR ASTM E1827 BY AN INDEPENDENT THIRD PARTY. THE MEASURED AIR-LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.25 CFM/FT2(2.0 L/S × M2) UNDER A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER COLUMN (75 PA), WITH THE CALCULATED SURFACE AREA BEING THE SUM OF THE ABOVE-AND BELOW-GRADE BUILDING ENVELOPE. A REPORT THAT INCLUDES THE TESTED SURFACE AREA, FLOOR AREA, AIR BY VOLUME, STORIES ABOVE GRADE, AND LEAKAGE RATES SHALL BE SUBMITTED TO THE BUILDING OWNER.
PROPOSED BUILDING ENVELOPE NOT EXCEED 0.2 CFM/FT2 < 0.25 CFM/FT2-----COMPLED C406.8 & C406.1 ADDITIONAL EFFICIENCY PACKAGE OPTIONS
Date:

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