Matthew noonan port abv by Matthew Noonan

m a t t h e w n o o n a n M.Arch I Architecture Portfolio

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INFRASTRUCTURES

,QGLYLGXDO Communal Gardens

53rd St Pedestrian Bridge and Circulation

Scaffolding Steel Frame

Interchangable and Floating Barge Parks

SITE 1: EAST 38th St Strip Park

SITE 2: EAST 52nd St Strip Park

& 2 0 3 5 ( + ( 1 6 , 9 (

(

3 TYP A-403

TYP

3 A-401

Site Section - Phase I

Matthew Noonan M.Arch I '17 mnoonan_89@yahoo.com

Professional Work Samples

Architecture + Construction, PLLC - Park Slope Apartment Renovation - Park Slope Townhouse Renovation

UNION ST EXISTING RESIDENTIAL BUILDING 6 STORIES MULTIPLE DWELLING CLASS 3 NON-FIREPROOF

LOT LINE (101.33')

AREA OF WORK 78 8TH AVE APT 6J

EXISTING FIRE STAIR AND ELEVATOR

ARCHITECT ARCHITECTURE + CONSTRUTION, PLLC 611 Broadway, Suite 618, New York, NY 10012 info@apluscny.com | T 212 845 9611

PRESIDENT ST ZONING INFORMATION: 78 8TH AVE

BROOKLYN, 11215 1065 306 1 R7B/ 12C

Tax Lot: Condo: Vacant:

NORTH

31 NO NO

EXISTING WASTE

Tax Block: Community Board: Buildings on Lot: Zoning District / Map:

BIN# 3024654

RELOCATE GAS RANGE

ROOF

SHUT OFF VALVE

REPLACE SINK AND DISHWASHER ON EXISTING ROUGH

REPLACE TUB, LAV AND TOILET ON EXISTING ROUGH

1 2" 1 12"

1 12"

EXISTING DEDICATED GAS METER TO REMAIN

RISER

NEW WASHING MACHINE 1

6TH FLOOR

REPLACE SHOWER, LAV AND TOILET ON EXISTING ROUGH

G CELLAR

2" 6TH FLOOR

A000 A001 A002 A100 E100

MODERATE INTERIOR RENOVATION OF APT INCLUDING PLUMBING AND ELECTRICAL WORK

COVER, TYP. NOTES, PLOT PLAN, RISER DIAGRAMS ADA DIAGRAMS, NOTES FEMA MAP DEMO/CONSTRUCTION PLAN AND TYPICAL DETAILS ELECTRICAL PLAN

1. NO CHANNELING OF FLOOR, WALL , OR CEILING SLABS DEMOLITION OF WALLS AND FLOORS SHOULD BE PERFORMED IN A WAY THAT ENSURES ANY EXISTING STRUCTURE, COLUMNS, CHASES, PIPES, OR RISERS REMAIN INTACT AND UNDISTURBED 2. CHECK VALVES SHOULD BE PROVIDED ON ALL BRANCH HOT AND COLD WATER PIPES SERVING SINGLE-LEVER FAUCETS AND SHOWER BODIES TO REDUCE THE LIKELIHOOD OF CROSS-CONNECTIONS BETWEEN DOMESTIC HOT AND COLD WATER RISERS.THIS WORK MUST BE SHOWN TO THE BUILDING SUPERINTENDENT OR THE ENGINEER PRIOR TO CLOSURE. 3. CONTRACTOR MUST REMOVE EXISTING PAPER OVER FIBERGLASS INSULATION ON ANY CHILLED WATER SUPPLY AND RETURN HVAC WATER LINE WHENEVER SUCH LINES ARE ACCESSIBLE AND/OR EXPOSED, WITH 'ARMORFLEX' TYPE RUBBER/WATERPROOF INSULATION. 4. CONTRACTOR MUST INSTALL MOISTURE RESISTANT 'GREENBOARD,' (DOUBLE LAYER, IF NECESSARY, TO MATCH EXISTING THICKNESS) WHENEVER REPLACING WALLBOARD SURROUNDING THE CHILLED/HOT SUPPLY AND RETURN HVAC WATER LINES. 5. UNIT OWNERS WHO EXPOSE ORIGINAL AND/OR DAMAGED DRAIN TRAPS, LOCATED IN THEIR UNIT, BUT SERVICING THE UNIT ABOVE, MUST REPLACE THE TRAPS AT THEIR EXPENSE, WITHOUT CHARGING THE UNIT OWNER ABOVE. 6. WORK DAYS / WORK HOURS / HOURS OF NOISY WORK / HOLIDAYS / SHUT-DOWNS - AS PER BUILDING REGULATIONS 7. WATER/SPRINKLER SHUT-DOWNS MUST BE SCHEDULED WITH THE CHIEF ENGINEER AND CAN ONLY OCCUR BETWEEN THE HOURS OF 10:00AM AND 2:00PM (AT INTERVALS/A LENGTH OF TIME SUBJECT 8. CONTRACTORS AND/OR THEIR SUPPLIERS AGREE NOT TO BLOCK THE MAIN ENTRANCE TO THE BUILDING. 9. CONTRACTORS MUST USE LOW ODOR PRODUCTS WHENEVER POSSIBLE AND USE WINDOW VENTILATION WHENEVER WEATHER PERMITS. 10. CONTRACTOR MUST SEAL ALL AIR EXHAUST REGISTERS AND THE ENTRY DOOR TO THE UNIT, PRIOR TO ANY PAINTING,FINISHING SANDING, DEMOLITION AND/OR DUST PRODUCING WORK. 11. CONTRACTOR MUST INSPECT UNIT ENTRY DOOR, SETBACK, DOOR FRAME AND COMPACTOR ROOM DOORS AND WALLS FOR SCRATCHES, MARKS AND 'TOUCH-UP' SAID MARKS DAILY. IF THE REPAINTED AREAS ARE VISIBLE AFTER THE 'TOUCH-UP,' CONTRACTOR MUST REPAINT THE ENTIRE SECTION TO ENSURE A BLEMISH FREE APPEARANCE. 12. IF THE EXISTING ONE PIECE TANK/BOWL TOILETS WILL REMAIN AS PART OF THE ALTERATION, THE CONTRACTOR MUST ADJUST THE HEIGHT OF THE TOILET TANK OVERFLOW TUBE SO IT WILL NOT PERMIT WATER TO RISE TO A LEVEL THAT CAN CAUSE WATER TO LEAK FROM THE TOILET'S BOLT HOLES (USED FOR MOUNTING THE TOILET SEAT) AND ADJUST THE WATER LEVEL SO THAT THE WATER LEVEL WILLL NOT RISE TO THE LEVEL OF THE BOLT HOLES. 13. IF THE ALTERATION INCLUDES ANY ELECTRICAL WORK, ANY PLUMBING WORK OR ANY OTHER WORK THAT REQUIRES SOLDERING/BRAZING OF PIPE, CONTRACTOR MUST KEEP TWO (2) 10LB. A-B-C FIRE EXTINGUISHERS ON THE UNIT UNTIL ALL SUCH ELECTRICAL, PLUMBING OR OTHER WORK INVOLVING THE SOLDERING/BRAZING OF PIPE HAS BEEN COMPLETED. IF THE ALTERATION REQUIRES SUBSTANTIAL DEMOLITION AND/OR THE UNIT IS UNOCCUPIED, TWO (2) 10 LB. A-B-C FIRE EXTINGUISHERS MUST BE KEPT IN THE UNIT THROUGHOUT THE DURATION OF THE ENTIRE ALTERATION. 14. ALL WATER LINES MUST BE COPPER, RUN ABOVE THE FINISHED FLOOR AND BE FULLY INSULATED. 15. AT ALL NEW OR REINSTALLED FIXTURES AND AT ALL BRANCH LINES EXPOSED DURING CONSTRUCTION, THE PLUMBING BRANCH LINES (HOT AND COLD WATER, WASTE AND VENT) MUST BE REPLACED TO THE RISERS. PROVIDE ACCESSIBLE HOT AND COLD WATER CONTROL VALVES. PROVIDE 600 PSI BALL VALVES AND CHECK VALVES FOR HOT AND COLD WATER SHUT-OFF VALVES. ALL EXPOSED EXISTING AND NEW DOMESTIC HOT AND COLD WATER AND HEATING PIPES MUST BE PROPERLY INSULATED AND THE FLOOR AND CEILING PIPE PENETRATIONS PROPERLY FIRE-STOPPED. THIS WORK MUST BE SHOWN TO THE BUILDING SUPERINTENDENT OR THE ENGINEER PRIOR TO CLOSURE. 16. WHEREVER ORIGINAL SHAFT WALL CONSTRUCTION AND SOUND INSULATION AT DEMISING WALLS IS DAMAGED OR DEMOLISHED DURING CONSTRUCTION, CONTRACTOR MUST PATCH AND REPLACE, MATCHING THE ORIGINAL THICKNESS OF THE WALL BOARD 17. CONTRACTOR TO SUBMIT A CONSTRUCTION SCHEDULE FOR BUILDING REVIEW AND APPROVAL. A COPY OF THE SCHEDULE MUST BE POSTED AT THE CONSTRUCTION SITE AND UPDATED PERIODICALLY AS THE JOB PROGRESSES. 18. NO ELECTRICAL OR PLUMBING LINES SHALL BE LOCATED BENEATH FINISH FLOORING.

FLOOD ZONE X - OUTSIDE OF THE .2% CHANCE FLOOD PLAINS PER FEMA 2007 EFFECTIVE MAP 3604970184F, BUILDING NOT LOCATED IN SPECIAL FLOOD HAZARD AREA - SFHA.

SPECIAL INSPECTIONS -FIRE RESISTANCE PENETRATIONS AND JOINTS BC 1704.24 PROGRESS INSPECTIONS -ENERGY CODE COMPLIANCE INSPECTIONS TR8 -FINAL ENERGY CODE PROGRESS INSPECTIONS -HVAC INSULATION AND SEALING (IB5)(IIB5) -LIGHTING IN DWELLING UNITS (IIC2) -LIGHTING CONTROLS (IIC5)

TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK CITY 2014

CLIENT JENNA & PATRICK LANDI 78 8TH AVE APT 6J BROOKLYN, NY 11215

8TH AVE

LOT LINE (102.67')

EXISTING VENT

EXISTING WASTE

EXISTING VENT

ABOVE FINISHED FLOOR BETWEEN BUILDING CEILING CEILING HEIGHT COLUMN DETAILS DRAWINGS DISHWASHER ELEVATOR ENCLOSURE EXISTING GALVANIZED GLASS GYPSUM WALL BOARD ICEMAKER INFORMATION MAXIMUM MINIMUM MOUNTED METAL MICROWAVE NOT TO SCALE PAINTED REFRIGERATOR REQUIRED SECTION SIMILAR SPECIFICATIONS STEEL STAINLESS STEEL UNLESS OTHERWISE NOTED VERIFY IN FIELD WOOD

LOT LINE (124')

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK CITY BUILDING CODE, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY GOVERNING NEW YORK AGENCIES. 3. THE 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. 4. 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 INDICATED ON THE DRAWINGS. 5. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING MANAGEMENT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. 7. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES (PLUMBING, ELECTRICAL, ETC.) 8. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, AND REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 11. NO WORK SHALL BE DONE BEYOND THE BUILDING LINE WITHOUT APPROVAL OF THE DEPARTMENT OF HIGHWAYS. 12. ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. 13. ALL MATERIALS, ASSEMBLIES, FORMS AND METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 27-130. 14. THE CONTRACTOR UPON COMPLETION OF THE WORK, SHALL APPLY AND ARRANGE FOR DEPARTMENT OF BUILDINGS INSPECTIONS AND SIGN-OFFS REQUIRED. 15. GENERAL SCOPE OF WORK: ARCHITECTURAL, PLUMBING, MECHANICAL.

A.F.F BET BLDG CLG CH COL DET DWGS D/W ELEV ENCL E GALV GL GWB ICE INFO MAX MIN MTD MTL MW NTS PTD REF REQ'D SECT SIM SPECS STL SS UON VIF WD

LOT LINE (51.33')

1. CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION AND REMOVAL INDICATED ON THE DRAWINGS AND AS MAY BE REQUIRED BY THE WORK. ALL WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A SYSTEMATIC MANNER. 2. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER. 3. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. LEGALLY DISPOSE OF MATERIALS OFF-SITE. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF DEMOLITION. 4. NO STRUCTURAL ELEMENTS SHALL BE REMOVED UNLESS PORTIONS AFFECTED ARE ADEQUATELY SUPPORTED BY EITHER TEMPORARY OR NEW STRUCTURAL ELEMENTS AS REQUIRED TO PROTECT THE STABILITY AND INTEGRITY OF THE EXISTING STRUCTURE. 5. REMOVE OR RELOCATE ALL WIRING, PLUMBING, AND MECHANICAL EQUIPMENT AFFECTED BY REMOVAL OF PARTITIONS. REMOVED PIPES AND/OR LINES SHALL BE CUT OFF TO A POINT OF CONCEALMENT BEHIND OR BELOW FINISH SURFACES, AND SHALL BE PROPERLY CAPPED OR PLUGGED. MAINTAIN EXISTING UTILITIES TO REMAIN AND PROTECT AGAINST DAMAGE DURING DEMOLITION. DO NOT INTERRUPT EXISTING BUILDING UTILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY THE BUILDING MANAGEMENT. 6. THE CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY THE DEPARTMENT OF BUILDINGS' RULES AND REGULATIONS. 7. THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF THE WORK. ALL OPENINGS SHALL BE PROTECTED FROM ALL FORMS OF WEATHER OR WATER PENETRATION. 8. OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. 9. SCHEDULE FREIGHT ELEVATOR HOURS OF OPERATION, DUMPSTER LOCATION, AND EXIT ROUTE WITH BUILDING MANAGER IN ADVANCE. 10. DO NOT USE CUTTING TORCHES FOR REMOVALS. 11. IF UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS CONFLICT WITH DEMOLITION, REPORT THE NATURE AND EXTENT OF THE CONFLICT TO THE ARCHITECT IN WRITTEN, ACCURATE DETAIL. PENDING RECEIPT OF INSTRUCTIONS, REARRANGE DEMOLITION SCHEDULE TO MAINTAIN PROGRESS. 12. IF ASBESTOS CONTAINING MATERIALS ARE ENCOUNTERED OR SUSPECTED, NOTIFY OWNER AND BUILDING MANAGEMENT. CEASE DEMOLITION WORK IN THE AFFECTED AREA UNTIL BUILDING MANAGEMENT ISSUES INSTRUCTION TO RESUME WORK.

1. SMOKE/CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE HOUSING MAINTENANCE CODE, THE NEW YORK CITY BUILDING CODE, THE NEW YORK CITY ELECTRICAL CODE AND LL 7/04. 2. SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS MAY BE COMBINED PROVIDING THE DEVICES COMPLY WITH THE PROVISIONS OF TITLE 27 OF THE ADMINISTRATIVE CODE OF THE CITY OF NEW YORK AND ANY APPLICABLE RULES PROMULGATED THEREUNDER. 3. EACH SMOKE/CARBON MONOXIDE DETECTOR SHALL BE INSTALLED IN ACCORDANCE WITH THE REFERENCE STANDARD 17-12 OF THE NEW YORK CITY BUILDING CODE. 4. EACH SMOKE/CARBON MONOXIDE DETECTOR SHALL BE INSTALLED OUTSIDE OF EACH SLEEPING ROOM IN IMMEDIATE VICINITY OR WITHIN 10'-0" OF THE ENTRANCE TO A SLEEPING ROOM. 5. EACH SMOKE/CARBON MONOXIDE DETECTOR SHALL BE OF A TYPE THAT ALLOWS FOR READILY TESTING OF SUCH DEVICE. 6. DUPLEX UNITS SHALL HAVE A DEVICE LOCATED ON EACH LEVEL IF ONLY ONE MEANS OF EGRESS IS PROVIDED FROM EACH LEVEL. 7. CEILING MOUNTED DEVICES SHALL BE A MINIMUM DISTANCE OF 4" FROM ANY WALL. 8. WALL MOUNTED DEVICES SHALL BE A MINIMUM OF 4" TO A MAXIMUM OF 12" FROM THE CEILING. 9. EACH DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE SMOKE/CARBON MONOXIDE DETECTOR DEVICE RECEIVING PRIMARY FROM THE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT AS PER NEW YORK CITY BUILDING CODE SEC. 27-980. 10. EXISTING BUILDINGS THAT ARE NOT EQUIPPED WITH HARDWIRED CONNECTIONS SHALL BE SUPPLIED WITH BATTERY OPERATED DEVICES. 11. EACH SMOKE/CARBON MONOXIDE DETECTOR MUST BE EITHER THE IONIZATION CHAMBER TYPE OR THE PHOTOELECTRIC DETECTOR TYPE AS PER NEW YORK CITY BUILDING CODE SEC. 27-981,(B). 12. A "CERTIFICATE OF SATISFACTORY INSTALLATION FOR SMOKE/ CARBON MONOXIDE DETECTORS" MUST BE FILED WITH THE DIVISION OF CODE ENFORCEMENT H.P.D.,10 DAYS AFTER INSTALLATION. 13. WRITTEN INFORMATION OF TESTING AND MAINTENANCE OF THE DEVICES SHALL BE PROVIDED TO THE DWELLING UNIT OWNER. OF CODE ENFORCEMENT H.P.D.,10 DAYS AFTER INSTALLATION.

LOT LINE (74')

1. PERFORM ALL PLUMBING WORK IN ACCORDANCE WITH ARTICLES 16 AND RS16 OF THE NEW YORK CITY BUILDING CODE AND THE 2008 NYC PLUMBING, FUEL GAS AND MECHANICAL CODES. 2. THE PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADE AND SHALL INCLUDE ALL NECESSARY NOTICES, OBTAINING OF ALL REQUIRED PERMITS AND SIGN-OFFS, AND PAYING ALL GOVERNMENT TAXES, FEES; PREPARATION OF ALL DOCUMENTS AND OBTAINING ALL NECESSARY APPROVALS OF ALL GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION; OBTAINING ALL REQUIRED CERTIFICATES OF INSPECTION FOR THE WORK, AND DELIVERING SAME TO THE OWNER. 3. ALL MATERIALS FURNISHED AND ALL WORK INSTALLED SHALL COMPLY WITH THE RULES AND RECOMMENDATIONS OF THE NATIONAL FIRE PROTECTION ASSOCIATION, WITH ALL REQUIREMENTS OF RS16 P102.0 AND TABLE RS16-1 (STANDARDS FOR PLUMBING MATERIALS) 4. WATER SUPPLY, DRAINAGE, AND VENTING SHALL COMPLY WITH RS16 P102.4(A), (B), (C), AND (D), P107.0, P108.0 AND P109.0. 5. ALL JOINTS AND CONNECTIONS SHALL COMPLY WITH RS16 P103.0 )NO BENDING OF PIPES WILL BE PERMITTED). 6. ALL HANGERS AND SUPPORTS SHALL COMPLY WITH RS16 P106.0. 7. ALL PLUMBING FIXTURES, TRAPS AND CLEANOUTS SHALL COMPLY WITH RS16 P104.0, TABLE RS16.5, RS16 P105.0 AND TABLE RS16.6. 8. ALL WATER PIPING SHALL BE TYPE "L" COPPER TUBE (HARD TEMPER) WITH CAST BRONZE SOLDER JOINT FITTINGS AND 9505 SOLDER JOINTS. ALL VALVES SHALL BE GATE VALVES RATED FOR 125 LBS. STEAM WORKING PRESSURE. 9. ALL ABOVE-GROUND WASTE AND VENT PIPING SHALL BE CAST IRON (NO-HUB) ON SERVICE WEIGHT CAST IRON PIPE AND DRAINAGE FITTINGS AS PER NEW YORK CITY CODE. ALL UNDERGROUND DRAINAGE PIPING SHALL BE EXTRA HEAVY CAST IRON DRAINAGE PIPE AND FITTINGS. 10. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF 45 DEGREE WYES, LONG TURN TEE WYES, LONG SWEEP QUARTER BENDS, SIXTH, EIGHTH OR SIXTEENTH BENDS, OR BY A COMBINATION OF THESE, OR EQUIVALENT FITTINGS. 11. SHORT-TURN SANITARY TEES MAY BE USED IN DRAINAGE LINES ONLY WHERE THE DIRECTION OF FLOW IS FROM THE HORIZONTAL TO THE VERTICAL. 12. SHORT SWEEPS WILL BE PERMITTED IN DRAINAGE PIPING 3 INCH DIAMETER, OR LARGER, FOR ANY OFFSETS EITHER HORIZONTAL OR VERTICAL. 13. WATER SUPPLY CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE OVER-RIM WATER SUPPLIES WHEREVER POSSIBLE, OR SHALL BE PROVIDED WITH APPROVED VACUUM BREAKERS AND/OR CHECK VALVES OR BACKFLOW PREVENTERS. 14. INSULATE ALL HOT AND COLD WATER PIPING WITH OWEN'S CORNING FIBERGLASS PIPE INSULATION WITH VAPOR BARRIER, NYC MEA #520-40SM. SIZE PER SPECIFICATION. 15. GAS PIPING: A. ALL GAS PIPING SHALL BE IN ACCORDANCE WITH ANSI Z223.1, NATIONAL FUEL CODE, AS MODIFIED BY THE NEW YORK CITY DEPARTMENT OF BUILDINGS AND THE 2008 NYC FUEL GAS CODE. B. GAS PIPING: STEEL ASTM A 53; TYPE E OR S; GRADE B; SCHEDULE 40; BLACK. 1. NPS 1-1/4 TO NPS 2: STEEL PIPE, MALLEABLE-IRON THREADED FITTINGS, AND THREADED JOINTS. 2. NPS 2-1/2 TO NPS 4: STEEL PIPE, STEEL WELDING FITTINGS, AND WELDED JOINTS. C. GAS PIPE FITTINGS: 1. MALLEABLE-IRON THREADED FITTINGS: ASME B16.3, CLASS 150, STANDARD PATTERN, WITH THREADED ENDS ACCORDING TO ASME B1.20.1. 2. UNIONS: ASME B16.39, CLASS 150, MALLEABLE IRON WITH BRASS-TO-IRON SEAT, GROUND JOINT, AND THREADED ENDS ACCORDING TO ASME B1.20.1. 3. STEEL WELDING FITTINGS: ASME B16.9, WROUGHT STEEL OR ASME B16.11, FORGED STEEL. 4. STEEL THREADED FITTINGS: ASME B16.11, FORGED STEEL WITH THREADED ENDS ACCORDING TO ASME B1.20.1. 5. JOINT COMPOUND AND TAPE: SUITABLE FOR NATURAL GAS. 6. STEEL FLANGES AND FLANGED FITTINGS: ASME B16.5. 7. GASKET MATERIAL: THICKNESS, MATERIAL, AND TYPE SUITABLE FOR NATURAL GAS. D. VALVES: 1. GAS VALVES, NPS 2 AND SMALLER: ASME B16.33 AND IAS-LISTED BRONZE BODY AND 125-PSIG PRESSURE RATING. E. PROVIDE FLANGES, UNIONS, TRANSITION, AND SPECIAL FITTINGS WITH PRESSURE RATINGS SAME AS OR HIGHER THAN SYSTEM PRESSURE RATING MAY BE USED IN APPLICATIONS BELOW, UNLESS OTHERWISE INDICATED. F. INSTALL DRIPS AND SEDIMENT TRAPS AT POINTS WHERE CONDENSATE MAY COLLECT. G. INSTALL FUEL GAS PIPING AT UNIFORM GRADE OF 0.1 PERCENT SLOPE UPWARD TOWARD RISERS. H. USE ECCENTRIC REDUCER FITTINGS TO MAKE REDUCTIONS IN PIPE SIZES. INSTALL FITTINGS WITH LEVEL SIDE DOWN. CONNECT BRANCH PIPING FROM TOP OR SIDE OF HORIZONTAL PIPING. I. INSTALL UNIONS IN PIPES NPS 2 AND SMALLER, ADJACENT TO EACH VALVE, AT FINAL CONNECTION TO EACH PIECE OF EQUIPMENT, AND ELSEWHERE AS INDICATED. UNIONS ARE NOT REQUIRED ON FLANGED DEVICES.

ISSUE: BUILDING REVIEW

2/2/2017

PROJECT: [1628] 78 8TH AVE BROOKLYN, NY 11215 COVER

DATE: 2/2/2017 PROJECT NO: 1628 DRAWN BY: MN JP CHECK BY:

DWG NO:

1 OF 5

ELECTRIC WASHER

3'-7"

10'-4"

WATTS INTELLIFLOW MODEL A2C-M1 AUTOMATIC WASHING MACHINE SHUT OFF VALVE WITH A2 INTELLIMETER AND A2C-LS LEAK SENSOR

4'-8 1/2"

1'-8"

11'-8"

15'-6 1/2"

PROVIDE VACUUM BREAKERS AT BOTH HOT AND COLD WATER SUPPLY LINES

REMOVE ENTRY WALL

NEW CROWN MOLDING ABOVE; R = 6"

WATTS 007 SERIES DOUBLE CHECK VALVE BACKFLOW PREVENTION VALVE MEA #172-88-M

25'-1 1/2"

23'-5 1/2"

19'-11"

REMOVE WALL AND BEAM ABOVE

PROVIDE HIGH PRESSURE SUPPLY LINES - HOT AND COLD

REMOVE WALL

3'-8 1/4"

VIBRATION ISOLATION PAD

NEW CLOSET DOOR

TYP WASHER PAN DETAIL SCALE: 1 1/2" = 1'-0"

50'-4 5/8"

5/8" THK GWB

NEW KITCHEN ISLAND W/ RANGE TOP AND OVEN

PAINTED WOOD CASING TO MATCH EXISTING DYKES LUMBER # 245

NEW KITCHEN PANTRY NEW FIXTURES AND FINISHES

2'-3"

7'-2"

8'-9"

REMOVE KITCHEN COUNTER AND APPLIANCES

8'-6 1/4"

3'-4"

3'-6"

6'-0 1/4"

50'-4 5/8"

01 A REMOVE KITCHEN WALL

ARCHITECT ARCHITECTURE + CONSTRUTION, PLLC 611 Broadway, Suite 618, New York, NY 10012 info@apluscny.com | T 212 845 9611

PROVIDE 18 GAUGE STAINLESS STEEL PAN WITH FULLY WELDED CORNERS

PATCH AND REFINISH EXISTING FLOORING THROUGHOUT

REMOVE WALL WITHIN CLOSET

CLIENT JENNA & PATRICK LANDI 78 8TH AVE APT 6J BROOKLYN, NY 11215

PAINTED WOOD FRAME 1 3/4" THK PAINTED SOLID CORE WOOD DOOR.

NEW WASHER AND DRYER

OWNER SUPPLIED DOORKNOB AND LATCH

REMOVE CLOSET WALL NO WORK PROPOSED

16'-1 1/4"

5 1/8"

NEW FIXTURES AND FINISHES

03 A

3/4"

1/2"

PAINTED WOOD FRAME HINGE BY OWNER

4 1/4"

02 A

3'-7 1/8"

NEW KITCHEN COUNTER W/ NEW SINK AND FRIDGE

RELOCATE EXITING CLOSET DOOR

PAINTED WOOD CASING 5/8" THK GWB

NEW CLOSET DOORS

TYP DOOR DETAIL SCALE: 1 1/2" = 1'-0"

EXISTING ROOF ASSEMBLY PROVIDE BATTE INSULATION AT AREAS OF OPEN CEILING 10'-8 1/2"

17'-5"

10'-8 1/2"

EXISTING ROOF JOIST

15'-1 1/2"

5/8" TYPE 'X' GYPSUM WALLBOARD, USE MOLD RESISTANT WALLBOARD AT WET LOCATIONS

DEMOLITION PLAN - SIXTH FLOOR APT J

SCALE: 1/4" = 1'-0"

LATICRETE 9235 TO CEILING ABOVE

NOTE: LEAD PAN TO BE SEAMLESS LEAD MEMBRANE MADE OF 6 LBS/SQ FT COMMON PIG LEAD WORKED INTO THE CORNERS

1/2" THK CEMENT BACKER BOARD W/ FILLED JOINTS

NEW 2-PIECE CLAMPING TYPE DRAIN

12"

3/4" THK STONE SLAB OR TILE OVER 1/4" THK THINSET

EXTEND LEAD A MIN OF 12" ABOVE HEIGHT OF FINISHED CURB

CONSTRUCTION PLAN - SIXTH FLOOR APT J 1/4" THINSET MORTAR LATICRETE 9235 WATERPROOFING MEMBRANE (AT WET AREAS ONLY)

EXISTING STRIP OAK FLOOR TO BE PATCHED AS REQUIRED, SANDED, STAINED AND SEALED WITH POLYURETHANE

1/4" CEMENT BACKER BOARD/LEVELLING AS REQUIRED

EXISTING SUBFLOOR ASSEMBLY

NOBLE SEAL SOUND ISOLATION SHEET OVER SHEET BONDING AGENT

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

EXISTING CEILING

3 5/8" 18 GA. METAL STUDS

EXISTING SUBFLOOR ASSEMBLY

2" VIF

EXISTING JOIST STRUCTURE

REINFORCED MORTAR FILL SLOPE 1/4" PER FOOT TO DRAIN

EXISTING JOIST STRUCTURE

LEVELING BED

EXISTING FLOORING

TYP SHOWER PAN DETAIL SCALE: 3" = 1'-0"

TYP FLOORING DETAILS SCALE: 3" = 1'-0"

NEW STONE/ TILE FLOOR

EXISTING CONCRETE SLAB

CONNECT NEW FLOOR DRAIN BACK TO EXISTING WASTE

3 5/8" STUD PARTITION W/GWB

EXISTING CONCRETE SLAB 2

STUD PARTITION W/CER TILE

TYP. WALL TYPE DETAILS SCALE: 1-1/2" = 1'-0"

DATE: 2/2/2017 PROJECT NO: 1628 DRAWN BY: MN JP CHECK BY:

1/4" THK CERAMIC TILE OVER 1/4" THK THINSET OVER 1/2" THK CEMENT BACKER BOARD

WOOD BASE TO MATCH W/ ADJ.

NOTE: WATERPROOFING MEMBRANE TO RUN UP WALLS A MINIMUM OF 6"

LEAD SHOWER PAN

NEW/EXISTING G GWB WALL

5/8" THK TYPE X GWB

STONE SLAB OR TILE LATICRETE 9235 W REINFORCEMENT FLEECE WATERPROOFING MEMBRANE

DEMO/CONSTRUCTION PLANS AND TYPICAL DETAILS

NEW /EXISTING CEILING ASSEMBLY

UNFACED BATTE INSULATION

2/2/2017

PROJECT: [1628] 78 8TH AVE BROOKLYN, NY 11215

TYP CEILING DETAIL

FOLD LEAD OVER CURB

1 3/8" VIF

SLOPE

BUILDING REVIEW

3/8" THK STONE TILE (TBD) ALL OIL BASED FINISHES MUST BE APPLIED OFFSITE

WEEP HOLES GRAVEL AROUND WEEP HOLES

EXTEND REINFORCEMENT FLEECE 6" UP WALLS

ISSUE:

SCALE: 1/4" = 1'-0"

NOTE: ALL GWB AT WET LOCATIONS INCLUDING KITCHEN AND BATHROOMS TO BE "MOLDTOUGH TYPE" BY USG OR SIMILAR

DWG NO:

4 OF 5

SCOPE OF WORK

LEGEND 0

ELEVATION

A000

SECTION

A000

DETAIL

A000

1 4

A000

INTERIOR ELEVATION

WALL TYPE

0 X

DOOR TYPE

WINDOW TYPE

MILLWORK

XX-XX

X-XX

ITEM PER SCHEDULE

X-XX

FINISH PER SCHEDULE

PLOT PLAN

ABBREVIATIONS

CLIENT

587 4th Street Brooklyn, NY 11215

ARCHITECT ARCHITECTURE + CONSTRUTION, PLLC 611 Broadway, Suite 618, New York, NY 10012 info@apluscny.com | T 212 845 9611

95 17

PA RK

'-0

2'-

SP EC T

'-0 "

9'-

WE ST

'-9

'-0 "

LOCATION OF EXISTING 3 STORY MASONRY TOWNHOUSE

PR O

NOTE: NO CHANGE OF USE, OCCUPANCY, OR EGRESS UNDER THIS APPLICATION

PLUMBING RISER DIAGRAM EXISTING VENT

GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH CODE ENFORCEMENT, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY GOVERNING NEW YORK AGENCIES. 3. THE 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. 4. 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 INDICATED ON THE DRAWINGS. 5. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. 7. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES (PLUMBING, ELECTRICAL, ETC.) 8. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, AND REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 11. NO WORK SHALL BE DONE BEYOND THE BUILDING LINE WITHOUT APPROVAL. 12. ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL TIMES. 13. ALL MATERIALS, ASSEMBLIES, FORMS AND METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT SHALL COMPLY WITH CODE REQUIREMENTS. 14. THE CONTRACTOR UPON COMPLETION OF THE WORK, SHALL APPLY AND ARRANGE FOR DEPARTMENT OF BUILDINGS INSPECTIONS AND SIGN-OFFS REQUIRED.

GAS RISER DIAGRAM

EXISTING WASTE

A.F.F BET BLDG. CLG. C.H. COL DET. DWGS D/W ELEV. ENCL E GALV GL. GWB. ICE INFO. MAX. MIN. MTD MTL MW N.T.S. PTD REF. REQ'D SECT SIM SPECS STL S.S. TYP. U.O.N. V.I.F. WD

Townhouse Renovation

ZONING INFORMATION: BOROUGH: BROOKLYN BLOCK: 1081 LOT: 152 LANDMARK: YES

RENOVATION OF AN HISTORIC 3 STORY LIMESTONE TOWNHOUSE. INTERIOR RENOVATION OF EXISTING KITCHEN AND BATHROOMS, WINDOW REPLACEMENT AT REAR FACADE, AND NEW CENTRAL A/C THROUGHOUT.

1. CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION AND REMOVAL INDICATED ON THE DRAWINGS AND AS MAY BE REQUIRED BY THE WORK. ALL WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A SYSTEMATIC MANNER. 2. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER. 3. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. LEGALLY DISPOSE OF MATERIALS OFF-SITE. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF DEMOLITION. 4. DEMOLITION OF WALLS AND FLOORS SHOULD BE PERFORMED IN A WAY THAT ENSURES ANY EXISTING STRUCTURE, COLUMNS, CHASES, PIPES OR RISERS REMAIN INTACT AND UNDISTURBED. 5. REMOVE OR RELOCATE ALL WIRING, PLUMBING, AND MECHANICAL EQUIPMENT AFFECTED BY REMOVAL OF PARTITIONS. REMOVED PIPES AND/OR LINES SHALL BE CUT OFF TO A POINT OF CONCEALMENT BEHIND OR BELOW FINISH SURFACES, AND SHALL BE PROPERLY CAPPED OR PLUGGED. MAINTAIN EXISTING UTILITIES TO REMAIN AND PROTECT AGAINST DAMAGE DURING DEMOLITION. DO NOT INTERRUPT EXISTING BUILDING UTILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY THE BUILDING MANAGEMENT. 6. THE CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY THE DEPARTMENT OF BUILDINGS' RULES AND REGULATIONS. 7. THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF THE WORK. ALL OPENINGS SHALL BE PROTECTED FROM ALL FORMS OF WEATHER OR WATER PENETRATION. 8. OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. 9. SCHEDULE FREIGHT ELEVATOR HOURS OF OPERATION, DUMPSTER LOCATION, AND EXIT ROUTE WITH BUILDING MANAGER IN ADVANCE. 10. DO NOT USE CUTTING TORCHES FOR REMOVALS. 11. IF UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS CONFLICT WITH DEMOLITION, REPORT THE NATURE AND EXTENT OF THE CONFLICT TO THE ARCHITECT IN WRITTEN, ACCURATE DETAIL. PENDING RECEIPT OF INSTRUCTIONS, REARRANGE DEMOLITION SCHEDULE TO MAINTAIN PROGRESS. 12. IF ASBESTOS CONTAINING MATERIALS ARE ENCOUNTERED OR SUSPECTED, NOTIFY OWNER AND BUILDING MANAGEMENT. CEASE DEMOLITION WORK IN THE AFFECTED AREA UNTIL BUILDING MANAGEMENT ISSUES INSTRUCTION TO RESUME WORK.

1. PERFORM ALL PLUMBING WORK IN ACCORDANCE WITH ARTICLES 16 AND RS16 OF THE NEW YORK CITY BUILDING CODE AND THE 2008 NYC PLUMBING, FUEL GAS AND MECHANICAL CODES. 2. THE PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADE AND SHALL INCLUDE ALL NECESSARY NOTICES, OBTAINING OF ALL REQUIRED PERMITS AND SIGN-OFFS, AND PAYING ALL GOVERNMENT TAXES, FEES; PREPARATION OF ALL DOCUMENTS AND OBTAINING ALL NECESSARY APPROVALS OF ALL GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION; OBTAINING ALL REQUIRED CERTIFICATES OF INSPECTION FOR THE WORK, AND DELIVERING SAME TO THE OWNER. 3. ALL MATERIALS FURNISHED AND ALL WORK INSTALLED SHALL COMPLY WITH THE RULES AND RECOMMENDATIONS OF THE NATIONAL FIRE PROTECTION ASSOCIATION, WITH ALL REQUIREMENTS OF RS16 P102.0 AND TABLE RS16-1 (STANDARDS FOR PLUMBING MATERIALS) 4. WATER SUPPLY, DRAINAGE, AND VENTING SHALL COMPLY WITH RS16 P102.4(A), (B), (C), AND (D), P107.0, P108.0 AND P109.0. 5. ALL JOINTS AND CONNECTIONS SHALL COMPLY WITH RS16 P103.0 )NO BENDING OF PIPES WILL BE PERMITTED). 6. ALL HANGERS AND SUPPORTS SHALL COMPLY WITH RS16 P106.0. 7. ALL PLUMBING FIXTURES, TRAPS AND CLEANOUTS SHALL COMPLY WITH RS16 P104.0, TABLE RS16.5, RS16 P105.0 AND TABLE RS16.6. 8. ALL WATER PIPING SHALL BE TYPE "L" COPPER TUBE (HARD TEMPER) WITH CAST BRONZE SOLDER JOINT FITTINGS AND 9505 SOLDER JOINTS. ALL VALVES SHALL BE GATE VALVES RATED FOR 125 LBS. STEAM WORKING PRESSURE. 9. ALL ABOVE-GROUND WASTE AND VENT PIPING SHALL BE CAST IRON (NO-HUB) ON SERVICE WEIGHT CAST IRON PIPE AND DRAINAGE FITTINGS AS PER NEW YORK CITY CODE. ALL UNDERGROUND DRAINAGE PIPING SHALL BE EXTRA HEAVY CAST IRON DRAINAGE PIPE AND FITTINGS. 10. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF 45 DEGREE WYES, LONG TURN TEE WYES, LONG SWEEP QUARTER BENDS, SIXTH, EIGHTH OR SIXTEENTH BENDS, OR BY A COMBINATION OF THESE, OR EQUIVALENT FITTINGS. 11. SHORT-TURN SANITARY TEES MAY BE USED IN DRAINAGE LINES ONLY WHERE THE DIRECTION OF FLOW IS FROM THE HORIZONTAL TO THE VERTICAL. 12. SHORT SWEEPS WILL BE PERMITTED IN DRAINAGE PIPING 3 INCH DIAMETER, OR LARGER, FOR ANY OFFSETS EITHER HORIZONTAL OR VERTICAL. 13. WATER SUPPLY CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE OVER-RIM WATER SUPPLIES WHEREVER POSSIBLE, OR SHALL BE PROVIDED WITH APPROVED VACUUM BREAKERS AND/OR CHECK VALVES OR BACKFLOW PREVENTERS. 14. INSULATE ALL HOT AND COLD WATER PIPING WITH OWEN'S CORNING FIBERGLASS PIPE INSULATION WITH VAPOR BARRIER, NYC MEA #520-40SM. SIZE PER SPECIFICATION. 15. GAS PIPING A. ALL GAS PIPING SHALL BE IN ACCORDANCE WITH ANSI Z223.1, NATIONAL FUEL CODE, AS MODIFIED BY THE NEW YORK CITY DEPARTMENT OF BUILDINGS AND THE 2008 NYC FUEL GAS CODE. B. GAS PIPING: STEEL ASTM A 53; TYPE E OR S; GRADE B; SCHEDULE 40; BLACK. 1. NPS 1-1/4 TO NPS 2: STEEL PIPE, MALLEABLE-IRON THREADED FITTINGS, AND THREADED JOINTS. 2. NPS 2-1/2 TO NPS 4: STEEL PIPE, STEEL WELDING FITTINGS, AND WELDED JOINTS. C. GAS PIPE FITTINGS: 1. MALLEABLE-IRON THREADED FITTINGS: ASME B16.3, CLASS 150, STANDARD PATTERN, WITH THREADED ENDS ACCORDING TO ASME B1.20.1. 2. UNIONS: ASME B16.39, CLASS 150, MALLEABLE IRON WITH BRASS-TO-IRON SEAT, GROUND JOINT, AND THREADED ENDS ACCORDING TO ASME B1.20.1. 3. STEEL WELDING FITTINGS: ASME B16.9, WROUGHT STEEL OR ASME B16.11, FORGED STEEL. 4. STEEL THREADED FITTINGS: ASME B16.11, FORGED STEEL WITH THREADED ENDS ACCORDING TO ASME B1.20.1. 5. JOINT COMPOUND AND TAPE: SUITABLE FOR NATURAL GAS. 6. STEEL FLANGES AND FLANGED FITTINGS: ASME B16.5. 7. GASKET MATERIAL: THICKNESS, MATERIAL, AND TYPE SUITABLE FOR NATURAL GAS. D. VALVES: 1. GAS VALVES, NPS 2 AND SMALLER: ASME B16.33 AND IAS-LISTED BRONZE BODY AND 125-PSIG PRESSURE RATING. E. PROVIDE FLANGES, UNIONS, TRANSITION, AND SPECIAL FITTINGS WITH PRESSURE RATINGS SAME AS OR HIGHER THAN SYSTEM PRESSURE RATING MAY BE USED IN APPLICATIONS BELOW, UNLESS OTHERWISE INDICATED. F. INSTALL DRIPS AND SEDIMENT TRAPS AT POINTS WHERE CONDENSATE MAY COLLECT. G. INSTALL FUEL GAS PIPING AT UNIFORM GRADE OF 0.1 PERCENT SLOPE UPWARD TOWARD RISERS. H. USE ECCENTRIC REDUCER FITTINGS TO MAKE REDUCTIONS IN PIPE SIZES. INSTALL FITTINGS WITH LEVEL SIDE DOWN. CONNECT BRANCH PIPING FROM TOP OR SIDE OF HORIZONTAL PIPING. I. INSTALL UNIONS IN PIPES NPS 2 AND SMALLER, ADJACENT TO EACH VALVE, AT FINAL CONNECTION TO EACH PIECE OF EQUIPMENT, AND ELSEWHERE AS INDICATED. UNIONS ARE NOT REQUIRED ON FLANGED DEVICES.

DEMOLITION NOTES

NYC BLDG DEPARTMENT NOTES

ROOF

ROOF 3RD FLOOR

RELOCATE TOILET, LAVATORY, AND TUB, NEW SHOWER

2ND FLOOR RELOCATE RANGE AND DRYER

RANGE

1 12"

3/4"

1ST FLOOR

1 12" 3"

EXISTING SHUT OFF VALVE

AREA OF WORK

EXISTING GAS LINE EXISTING GAS METER HEATER

BOILER

DRYER

1-1/2"

3RD FLOOR

BATH

1-1/2"

3/4"

EXISTING GAS LINE FROM STREET

3/4" CELLAR

REPLACE SINK

1 12"

RELOCATE TOILET AND LAVATORY, CAP TUB, NEW SHOWER AND LAVATORY

1 12"

DRAWING LIST

1 12"

A000 A001 A100 A110 A500 M100

AREA OF WORK WETBAR

2ND FLOOR

BATH

RELOCATE SINK AND NEW DISHWASHER

RELOCATE LAVATORY AND TOILET 1 12"

1 12"

INSPECTIONS

DW 2"

AREA OF WORK

THE FOLLOWING ITEMS OF WORK SHALL BE SUBJECT TO INSPECTIONS:

1 12"

- SPECIAL INSPECTION ITEMS: - FIRESTOP, DRAFTSTOP AND FIREBLOCK SYSTEMS: BC 1704.25 - MECHANICAL SYSTEMS: BC 1704.15 - STRUCTURAL STABILITY. BC 1704.19 - MASONRY. BC 1704.5

AREA OF WORK

KITCHEN

1ST FLOOR

W/C

EXISTING LAVATORY AND TOILET TO REMAIN

RELOCATE WASHER AND NEW SINK 1 12"

1 12"

- PROGRESS INSPECTION ITEMS: - FINAL: 28-116.2.4.2 AND BC 109.5, DIRECTIVE 14 of 1975 - ENERGY CODE COMPLIANCE: BC 109.3.5 (TR8)

W 2"

LAUNDRY

C.O.

SITE PLAN, RISER DIAGRAMS, AND GENERAL NOTES FEMA MAPS DEMOLITION PLANS AND WEST ELEVATION CONSTRUCTION PLANS AND WEST ELEVATION TYPICAL DETAILS MECHANICAL AND ELECTRICAL DRAWINGS

1 12"

CELLAR

W/C

06/06/2016 07/18/2016

PROJECT: [1610] 587 4 ST TOWNHOUSE

SITE PLAN, RISER DIAGRAMS, AND GENERAL NOTES

ENERGY ANALYSIS RESIDENTIAL ALTERATIONS TO A 3 STORY LIMESTONE TOWNHOUSE CLIMATE ZONE 4A

EXISTING SEWER CONNECTION

EXISTING WASTE TO STREET

ISSUE: 50% DD PRICING DOB FILING SET

ITEM DESCRIPTION

ENERGY COMPLIANCE NOTE 1. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE NYCECC 2011

PROPOSED DESIGN VALUE

CODE PRESCRIBED VALUE AND CITATION

PIPING INSULATION

1" OF .27 BTU/IN./HR X S.F. X °F CONDUCTIVITY

MIN. 1” HAVING CONDUCTIVITY OF <= .27 BTU/IN./HR. X S.F. X °F (SECTION 504.5)

INTERIOR LIGHTING & ELECTRICAL POWER

50% OF PERMANENTLY INSTALLED LAMPS SHALL BE HIGH EFFICIACY

MAXIMUM OF 50% OF PERMANENTLY INSTALLED LAMPS SHALL BE HIGH EFFICIACY, PER SECTION 505.3

DATE: 05/20/2016 PROJECT NO: 1610 DRAWN BY: MN CHECK BY: JP

DWG NO:

A-000.00 1 OF 6

Townhouse Renovation

95'-0" 19'-6 3/4"

16'-0"

35'-3"

11'-2 3/4"

9'-0"

LEGEND EXISTING WALL TO REMAIN NEW WALLS

RELOCATE EXISTING STAIR

EXISTING TO BE REMOVED

OVERHEAD / DRIP LINES

REMOVE CARPETING AND TIN CEILING

PROPERTY LINE

REMOVE CEILING ASSEMBLY AND JOISTS AT NEW STAIR

W/C 12 SF

17'-0"

NOTES:

CLIENT

REMOVE STAIR

BASEMENT 450 SF

1. RETAIN ALL DOORS & HARDWARE

MECHANICAL 45 SF

DRY

ISOLATED REMOVALS AS REQUIRED FOR NEW AC SYSTEM

BOILER

LAUNDRY 150 SF

CELLAR FLOOR DEMOLITION PLAN

HEATER

WASH CELLAR 140 SF

19'-6 3/4"

SCALE: 1/4" = 1'-0"

ARCHITECT ARCHITECTURE + CONSTRUTION, PLLC 611 Broadway, Suite 618, New York, NY 10012 info@apluscny.com | T 212 845 9611

48'-2 1/2"

18'-5 3/4"

14'-1"

15'-5"

14'-2"

CL 20 SF

DINING 230 SF

REMOVE AND RELOCATED DOOR AND STAIR

5'-6 3/4"

587 4th Street Brooklyn, NY 11215

LIVING / ENTRY 420 SF

REMOVE BRICK AT WINDOW AND DOOR AS REQUIRED FOR NEW WINDOW AND RELOCATED DOOR

11'-3"

01 A

REMOVE FLOORING AND JOISTS AT AREA OF NEW STAIR

REMOVE FLOORING

KITCHEN 150 SF

9'-9 1/2"

11'-5 1/4"

ENLARGE OPENING REMOVE FINISH, POWDER ROOM, APPLIANCES, STAIR, ETC

W/C 11 SF

ENTRY 20 SF

DN DN

GROUND FLOOR DEMOLITION PLAN

48'-2 1/2" 14'-1 1/2"

SCALE: 1/4" = 1'-0"

14'-10 1/2"

15'-8 1/2"

EL: +32'-0" ROOF UP

DN RE-HANG EXISTING DOOR

17'-0"

16'-1 1/2"

10'-5"

STAIR HALL 90 SF

REPLACE EXISTING FROSTED GLASS IN SKYLIGHT WITH CLEAR TEMPERED GLASS HORIZONTAL INTERIOR ONLY REPLACE TOILET, CAP TUB, NEW SHOWER AND LAVATORY, RELOCATE SINK

CL 9 SF CL 14 SF

BATH 38 SF

EL: +21'-7" 3RD FLOOR

REMOVE EXISTING DOORS AND PORTIONS OF WALLS

10'-4"

SITTING ROOM 225 SF

CL 34 SF

14'-1 1/2"

02 B

6'-11"

SECOND FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0"

2'-7"

3'-0 1/2"

CL 14 SF

CL 16 SF

3'-10"

15'-8 1/2"

3'-0"

REPLACE EXISTING FROSTED GLASS IN SKYLIGHT WITH CLEAR TEMPERED GLASS HORIZONTAL INTERIOR ONLY

5'-6"

EL: +0'-0" 1ST FLOOR

BEDROOM 135 SF

EL: -5'-6" GRADE

DEMOLITION SIDE (WEST) ELEVATION SCALE: 1/4" = 1'-0"

RELOCATE TUB, TOILET, AND LAVATORY, NEW SHOWER

CL 9 SF BATH 40 SF

9'-8 1/2"

EXISTING STAIR TO BE RELOCATED

RE-HANG EXISTING DOOR

STAIR HALL 45 SF

17'-0"

EXISTING DOOR TO BE RELOCATED

EXISTING AND REMAINING WINDOW

CL 8 SF

DN OFFICE 65 SF

11'-3"

EXISTING BRICK TO BE DEMOLISHED FOR NEW WINDOW

CL 8 SF

6'-0"

EXISTING BRICK TO BE DEMOLISHED FOR NEW DOOR

ISSUE: 50% DD PRICING DOB FILING SET

11'-5 1/4"

EL: +11'-3" 2ND FLOOR EXISTING WINDOW TO BE REMOVED

RETAIN AND RELOCATE EXISTING 30" SOLID CORE WOOD CLOSET DOOR AND HARDWARE

BEDROOM 250 SF

CL 30 SF

03 B

CL 34 SF

04 B

RETAIN AND RELOCATE EXISTING 30" SOLID CORE WOOD CLOSET DOOR AND HARDWARE

PROJECT: [1610] 587 4 ST TOWNHOUSE

DEMOLITION PLANS AND EXTERIOR WEST ELEVATION

DATE: 05/20/2016 PROJECT NO: 1610 DRAWN BY: MN CHECK BY: JP

BEDROOM 255 SF

DWG NO:

THIRD FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0"

A-100.00 3 OF 6

06/06/2016 07/18/2016

5'-0"

4'-2"

3'-3"

2'-8"

3'-5"

NEW EXTENDED WINDOW

RE-LOCATED STAIR NEW DOOR AND OPENING

CLIENT

A400

5'-8 1/2"

NEW MARBLE TOP COUNTER WITH NEW STOVE,, DISHWASHER AND SINK

3'-3"

2 5

ARCHITECT ARCHITECTURE + CONSTRUTION, PLLC 611 Broadway, Suite 618, New York, NY 10012 info@apluscny.com | T 212 845 9611

4 NEW SINK

1/8

4'-11 1/8"

3'-0"

2'-6"

2'-

NEW TOILET

1'-6"

2'-1 1/2"

NEW MARBLE COUNTER WITH CABINETS ABOVE

10 1/8"

6'-0 1/2"

3'-0"

8'-3 3/8"

KITCHEN PLAN SCALE: 1/2" = 1'-0"

13'-2 15/16"

1'-5 1/4"

2'-2 1/16"

3'-1"

3'-3"

1'-7"

5'-0"

4'-11 1/2"

VENT HOOD DUCT

SOFFIT AND GRILLE

NEW EXTENDED WINDOW

NEW UPPER CABINETS 03

3'-2"

587 4th Street Brooklyn, NY 11215

1'-7"

SINK

5'-9 1/2"

1'-11 1/2"

NEW CABINET 01 DW

NEW SHELVING

BATHROOM WALL BEHIND

NEW DOOR, TRANSOM AND OPENING

VENT HOOD

NEW DOUBLE HUNG WOOD WINDOW

NEW DISHWASHER

MARBLE COUNTER TOP

NEW SINK SINK DW

NEW MARBLE COUNTER TOP

NEW LOWER CABINETS 01

NEW LOWER CABINET 04

3'-0"

COOKTOP

NEW LOWER CABINETS 02

2'-6"

UPPER CABINET 3

3'-4"

6'-2 3/4"

4'-6 3/4"

NEW LIGHT FIXTURE 1 NEW UPPER CABINET 05 NEW STOVETOP

KITCHEN ELEVATION

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

3'-4"

8'-3 3/8"

3'-2 13/16"

2'-9 11/16"

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

10 1/8"

11 15/16"1'-2 1/16"

6'-8 11/16"

ISSUE: 50% DD PRICING CD SET

06/06/2016 08/01/2016

NEW UPPER CABINET 01 NEW UPPER CABINET 01

PROJECT: [1610] 587 4 ST TOWNHOUSE

3'-0"

NEW UPPER CABINET 02

KITCHEN INTERIOR ELEVATIONS NEW VENT HOOD DUCT

NEW OVEN

NEW UPPER CABINET 03

NEW MARBLE COUNTER TOP

2'-0"

NEW UPPER CABINET 04

1'-9"

7'-2"

EXISTING AND REMAINING WINDOW

5'-2"

NEW UPPER CABINET 03

NEW REFRIDGERATER

NEW UPPER CABINET 01

NEW LOWER CABINET 03

DATE: 05/15/2016 PROJECT NO: 1610 DRAWN BY: MN CHECK BY: JP

OVEN

..\..\..\Dropbox (Diad)\A+C_Office\jp_stamp.png

3'-0"

FRIDGE

NEW UPPER CABINET 02

DWG NO:

KITCHEN ELEVATION

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

5 OF 10

Townhouse Renovation

CON-02

1'-3 5/16"

EL: +32-0" ROOF

CON-01

FCU-01

MAINTENANCE ACCESS DOOR TO AHU N

EL: +21'-7" 3RD FLOOR

N DRY

CLIENT

WASH

587 4th Street Brooklyn, NY 11215 NEW SUB PANEL

BOILER HEATER

CELLAR FLOOR MECHANICAL PLAN

EL: +11'-3" 2ND FLOOR

SCALE: 3/16" = 1'-0"

ARCHITECT ARCHITECTURE + CONSTRUTION, PLLC 611 Broadway, Suite 618, New York, NY 10012 info@apluscny.com | T 212 845 9611

N N

GFI N

EL: +0'-0" 1ST FLOOR

T N

5'-10"

N N GFI

N GFI

MAINTENANCE ACCESS DOOR TO AHU

N E FCU-02

N R

N N N

SSS T

SSS

CON-01

EL: -5'-6" GRADE

A/C RISER DIAGRAM

1ST FLOOR MECHANICAL PLAN SCALE: 3/16" = 1'-0"

SCALE: 3/16" = 1'-0"

N N

ELECTRICAL NOTES

1) ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH NATIONAL AND NYC ELECTRICAL CODES.

N SD

2) INSTALLATION SHALL BE PERFORMED BY A LICENSED, TRAINED ELECTRICIAN. COMPLETED SYSTEM SHALL BE TESTED FOR FULL OPERATION.

N SD

SD E

SSS

N N

6) FLEXIBLE CONDUIT SHALL BE USED FOR FINAL CONNECTIONS TO MOTORS AND SHALL BE SEALTITE.

N N

5) ALL EXPOSED CONDUIT SHALL BE RUN AT RIGHT ANGLES OR AS INCONSPICUOUS AS POSSIBLE.

E T E

FCU-03

4) ALL CONDUCTORS SHALL BE COPPER #12 AWG THHN MIN. U.O.N.

T E

3) ALL EQUIPMENT SHALL BE U.L. APPROVED, SPECIFICATION GRADE.

7) ELECTRICAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY LIGHTING AND POWER FOR CONSTRUCTION OF OTHER TRADES.

N N N N

FCU-04

N GFI

GFI

MAINTENANCE ACCESS DOOR TO AHU

8) THE CONTRACTOR SHALL VISIT THE SITE AND GET ACQUAINTED WITH ALL EXISTING CONDITIONS. NO ADDITIONAL COMPENSATION WILL BE GRANTED IF THE CONTRACTOR FAILED TO VISIT THE JOB SITE AND DID NOT TAKE EXISTING FIELD CONDITIONS INTO CONSIDERATION.

9) THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONTROL WIRING FOR MECHANICAL EQUIPMENT AS PER MANUFACTURER'S RECOMMENDATIONS (ALL CONTROL WIRING IS BY ELECTRICAL CONTRACTOR AS PER MECHANICAL CONTRACTOR'S EQUIPMENT).

10) ALL EQUIPMENT SHALL BE HARD WIRED AS PER MANUFACTURER'S REQUIREMENTS. 11) ALL PANELBOARDS SHALL HAVE PANEL DIRECTORY FIXED TO ITS DOOR AND LOAD SHALL BE BALANCED TO WITHIN 5% OF EACH PHASE.

2ND FLOOR MECHANICAL PLAN SCALE: 3/16" = 1'-0"

12) SEE ARCHITECTURAL DWGS. FOR DETAILED INFORMATION ON LIGHTING FIXTURES. R

15) THE CONTRACTOR SHALL PROVIDE FINAL AS BUILT DRAWINGS TO THE OWNER INDICATING ALL CHANGES MADE FROM CONTRACT DRAWINGS.

SD N

S FCU-05

N SD E

18) ALL OUTLETS IN BEDROOMS SHALL BE PROTECTED BY ARC FAULT CIRCUIT INTERRUPTOR BREAKERS.

SD E E

N N

R N

17) FILE THE ELECTRICAL WORK WITH LOCAL GOVERNING AUTHORITIES.

SD N

16) CONNECT SYSTEM COMPONENTS MECHANICALLY AND ELECTRICALLY TO PROVIDE INDEPENDENT RETURN PATH TO GROUND ELECTRODE. RUN ADDITIONALGROUNDING CONDUCTOR FOR ISOLATED GROUND.

19) ALL EXISTING DEMOLISHED LIGHTING FIXTURES, ELECTRICAL OUTLETS, WIRING TO BE REPLACED.

NEW SUB PANEL

SSS

14) ALL OUTLETS SHOWN TO BE TYPE "GFI" SHALL BE ISOLATED GROUND TYPE DUPLEX RECEPTACLES. THE CONTRACTOR SHALL BRING SEPARATE GROUND WIRE FROM PANELBOARD FOR "GFI" OUTLETS.

N N N

13) MINIMUM CONDUIT SIZE IS 3/4" U.O.N.

MAINTENANCE ACCESS DOOR TO AHU

20 ALL EXPOSED WIRING AND EXISTING ELECTRICAL DEBRIS TO BE REMOVED AND REMAINING HOLES TO BE PATCHED. J

PROVIDE POWER AT ROOF AC UNIT ABOVE FCU-06N

21) ALL OUTLETS WITHIN 5'-0" OF SINK SHALL BE GFI TYPE.

N N

22) NEW ELECTRICAL OUTLETS, TELEPHONE OUTLETS, ETC. MUST BE INSTALLED IN COMMPLIANCE WITH ANSI A117.1-1986. 23) CHOPPING AND TRENCHING FOR ELECTRICAL TO BE ISOLATED TO WALLS ONLY. COORDINATE WITH ARCHITECT AND BUILDING. STRUCTURAL CONCRETE SLABS CANNOT BE TRENCHED.

24) PATCH ALL ELECTRICAL CHOPPING AS REQUIRED.

MECHANICAL SCHEDULE ITEM

SIZE (L X W X H)

MEA NUMBER

MANUFACTURER / SPEC

CONDENSER UNIT 01 CONDENSER UNIT 02 FAN COIL 01

2'-7 11/32" X 3'-1 13/32" X 1'-1" 2'-7 11/32" X 3' -1 13/32 " X 1'-1" 2'-5" X 2'-3 9/16" X 0'-10"

MEA # 123-06-E MEA # 123-06-E MEA # 123-06-E

MITSUBISHI ELECTRIC CONDENSING UNIT - MXZ-3C30NA2 MITSUBISHI ELECTRIC CONDENSING UNIT - MXZ3C30NA2 MITSUBISHI PEFY-P12NMAU-E

FAN COIL 03 FAN COIL 04 FAN COIL 05 FAN COIL 06 FAN COIL 07 BOILER 01 HOT WATER HEATER 01 EXHAUST FANS

1'-2 1/2" X 2'-3 1/2" X 0'-10" 2'-5" X 2'-3 9/16" X 0'-10" 2'-5" X 2'-3 9/16" X 0'-10" 2'-5" X 2'-3 9/16" X 0'-10" 2'-5" X 2'-3 9/16" X 0'-10" -

MEA # 123-06-E MEA # 123-06-E MEA # 123-06-E MEA # 123-06-E MEA # 123-06-E -

MITSUBISHI PEFY-P12NMAU-E MITSUBISHI PEFY-P12NMAU-E MITSUBISHI PEFY-P12NMAU-E MITSUBISHI PEFY-P12NMAU-E MITSUBISHI PEFY-P12NMAU-E EXISTING TO REMAIN EXISTING TO REMAIN -

3RD FLOOR MECHANICAL PLAN SCALE: 3/16" = 1'-0"

ISSUE: 50% DD PRICING DOB FILING SET

MECHANICAL AND ELECTRICAL DRAWINGS NEW CONDENSER

EXISTING SKYLIGHTS TO REMAIN CON-02

DATE: 05/20/2016 PROJECT NO: 1610 DRAWN BY: MN CHECK BY: JP

VENTILATION NOTES:

1. UPON COMPLETION OF THE VENTILATING SYSTEM, A TEST SHALL BE CONDUCTED IN THE PRESENCE AND UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT QUALIFIED TO CONDUCT SUCH TESTS, OR OTHER PERSON HAVING NOT LESS THAN FIVE (5) YEARS EXPERIENCE SUPERVISING THE INSTALLATION OF VENTILATING SYSTEMS AND QUALIFIED TO CONDUCT SUCH TESTS. THE TEST SHALL SHOW COMPLIANCE WITH THE CODE REQUIREMENTS FOR VENTILATION AND THE PROPER FUNCTIONING OF ALL OPERATING DEVICES, BEFORE THE SYSTEM IS APPROVED. 2. THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT OR OTHER QUALIFIED PERSON WHO CONDUCTS THE TEST SHALL FILE A CERTIFICATE AS TO WHETHER THE THE TEST SHOWS THAT THE RATE OF AIR SUPPLY AND EXHAUST COMPLIES WITH REQUIREMENTS OF THE CODE PERTAINING TO VENTILATION. 3. THE VENTILATION AND AIR-CONDITIONING SYSTEM HEREWITH SHOWN IS CONFINED IN ONE AREA UNDER ONE TENANT OCCUPANCY. 4. ALL NEW DUCTWORK TO BE MADE OF GLAVANIZED METAL IN ACCORDANCE WITH THE LATEST ASHRAE AND SMACNA SPECIFICATIONS.

06/06/2016 07/18/2016

PROJECT: [1610] 587 4 ST TOWNHOUSE

ROOF MECHANICAL PLAN SCALE: 3/16" = 1'-0"

DWG NO:

M-100.00 6 OF 6