This document provides removal plans for a basement, first floor, and second floor of a residence. It includes a legend describing items to be removed from each floor, such as walls, floors, fixtures, casework, and more. General notes cover safety, permitting, coordination, protection of existing areas, and other requirements for the demolition work.

1. R7
R7
R8
W
D
SINK
WATER
HEATER
FURNACE
LAV
WC
SHOWER
ELECTRICAL
PANELS
LAUNDRY
CLCL
CL
MECHANICAL ROOM
BATH 3
SHOWER
NO WORK
STORAGE
BASEMENT
CRAWL SPACE / FILL
CLCLCLCL
UP
EX
EX
R10
R11
R13
34'-6"+/-
27' - 4" +/-
R6
R6
R6
R6
R15 R16
R8
R7R17
R8R8
R7
R8
UP DN
DN
DN
WC
LAV
SINK
GAS COOKTOP
SINK
ELEC.
PANEL
WC
LAV
SHOWER
R11
R10
R10
R13
R13
R9
R9
R9
R9
R4
R4
R6
R6
R6
R8
R8 R7
R8
R2
R13
R1
R4
R4
SEPARATE
APPLICATION
LIVINGDINING
FOYER
CLCL
POWDER
ROOM
KITCHEN
SITTING ROOM
M
EXISTING
ELECTRICAL
METER
8'-7"+/-
43'-1"
34'-6"+/-
27' - 4" +/-
R6
R8
R11
R9
R10 R8
R7
R5
R4
R12
R8
R13
R8
R7
R2
R11
-
DN
TUB
LAVLAV
WC
BIDET
WC
LAV
SHOWER
R11
R8
R7
SEPARATE
APPLICATION
1 STORY ROOF
BELOW
MASTER
BEDROOM
1 STORY ROOF
BELOW
R4
R4
R4
R4
R4
BEDROOM 2
R4
BEDROOM 3
BATH 2
BATH 1
2ND FLOOR
HALL
34'-6"+/-
27' - 4" +/-
R7
R1
R11
R12
R11
R12
R18
R3
R3
R6
R7
R7
R6
R6
R14
R6
R2
R8
R7
R8
R7
R11
-
Scale:
Consultant
Address
Address
Phone
Fax
e-mail
Consultant
Address
Address
Phone
Fax
e-mail
ARCHITCTS PLLC
648 Broadway / Suite 402, New York, NY 10012
T.212.254.5210
F.212.254.4523
www.wilkinsonarchitects.com
New York: Registered Architect 027917-1
Pennsylvania: Registered Architect 402561
National Council of Architectural Registration Board #52853
DOB Barcode
1/4" = 1'-0"
A-101.00
REMOVAL PLAN
KASSIN RESIDENCE
1964 EAST 4TH STREET, BROOKLYN, NY 11223
1/4" = 1'-0"
1
BASEMENT REMOVAL PLAN
1/4" = 1'-0"
2
FIRST FLOOR REMOVAL PLAN
1/4" = 1'-0"
3
SECOND FLOOR REMOVAL PLAN
GENERAL REMOVAL NOTES
I. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH THE NAMES AND PHONE NUMBERS OF ALL SUBCONTRACTORS USED
DURING THE DEMOLITION (INCLUDING TRASH REMOVAL CONTRACTOR), THE DATES OF THE CONSTRUCTION IN THE TENANT PREMISES,
AND COPIES OF ALL REQUIRED INSURANCE CERTIFICATES, PRIOR TO THE COMMENCEMENT OF ANY WORK.
II. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COPY OF ALL PERMITS BEFORE COMMENCEMENT OF RELEVANT
WORK AS WELL AS DISPLAYING ALL PERMITS ON SITE.
III. THE CONTRACTOR SHALL CONSTRUCT DUST TIGHT PARTITIONS PRIOR TO THE COMMENCEMENT OF DEMOLITION AND ARE TO
REMAIN IN PLACE UNTIL ALL WORK HAS BEEN COMPLETED AND WRITTEN APPROVAL HAS BEEN RECEIVED FROM THE OWNER. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPAIRS TO THE SURFACES MARKED OR DAMAGED BY THE PARTITION
INSTALLATION AND SUBSEQUENT REMOVAL, ALL SURFACES ARE TO BE RESTORED TO THEIR ORIGINAL CONDITION.
IV. GENERAL CONTRACTOR TO COOR. W/ OWNER FOR THE HOURS THAT THE DEMO WORK, INCLUDING DEMOLITION REMOVAL CAN
BE DONE. EXCEPTIONS WILL BE MADE ONLY WITH PRIOR APPROVAL FORM THE LANDLORD.
V. IN THE EVENT THE CONTRACTOR FAILS TO PERFORM THE ABOVE SPECIFIED WORK DEEMED NECESSARY BY THE OWNER,
THE OWNER SHALL COMPLETE SUCH WORK AT CONTRACTOR'S / TENANT'S EXPENSE.
VI. DUST PROTECTION SHALL BE PROVIDED TO THE SPACES ADJACENT TO WORK BEING PERFORMED. CONTRACTOR REMAINS
LIABLE FOR DUST AND DIRT INTRUSION INTO ADJOINING SPACE. ALL DUST PROTECTION WORK TO BE COORDINATE WITH THE OWNER.
VIII. NO FLAMMABLE LIQUIDS OR MATERIALS SHALL BE STORED AT SITE JOB.
IX. AUTHORIZATION MUST BE OBTAIN FROM THE OWNER PRIOR TO COMMENCEMENT OF ANY CUTTING WELDING WORK. LANDLORD
WILL GIVE AUTHORIZATION ONLY AFTER RECEIPTOF PROOF OF A BURNER'S/ WELDER'S PERMIT.
X. THE CONTRACTOR SHALL CONSULT WITH THE OWNER PRIOR TO COMMENCEMENT OF ANY WORK TO DETERMINE WHETHER
THERE ARE ANY KNOWN HAZARDOUS SUBSTANCES IN OR NEAR THE PREMISES. IF ANY HAZARDOUS SUBSTANCES IN OR NEAR
ARE DISCOVERED DURING CONSTRUCTION ALL WORK IS TO STOP IMMEDIATELY AND NOTIFICATION GIVEN TO THE OWNER.
XI. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON OF COMPLETION OF WORK.
XII. DELIVERY OF ITEMS WILL BE ALLOWED BETWEEN THE HOURS OF 9:00 AM and 4:00 PM. ALL DELIVERIES SHOULD CLEARLY
IDENTIFY STORE NAME.
XIII. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH
WORK.
XIV. CEASE OPERATION AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE
PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED.
XV. THE CONTRACTOR SHALL EMPLOY CLEAN UP PERSONNEL TO MAINTAIN THE WORK AREA IN A NEAT AND ORDERLY MANNER,
INCLUDING ANY AREA BEYOND THE DUST TIGHT PARTITIONS WHERE WORK IS OCCURRING, WHERE TRAFFIC HAS OCCURRED WHILE
IMPLEMENTING WORK, OR WHERE DUST, DIRT, OR DEBRIS HAS MIGRATED THE PARTITION. THESE PERSONNEL SHOULD BE
RESPONSIVE TO DIRECTION GIVEN BY THE CONTRACTOR AND BY THE LANDLORD THE LANDLORD WILL BE COORDINATE ALL CLEAN
UP REQUEST THROUGH THE CONTRACTOR. HOWEVER, WHEN DEEMED NECESSARY, THE OWNER WILL DIRECT CLEAN UP
PERSONNEL DIRECTLY AND SUBSEQUENTLY NOTIFY THE CONTRACTOR. IN CASES WHERE THE BUILDING'S STAFF MUST CLEAN UP
CONTRACTOR'S WORK, THE COST OF SUCH WORK WILL BE BORNE BY THE CONTRACTOR.
XVI. ARRANGE PAY FOR DISCONNECTION, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION.
DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED UTILITY COMPANY AND BUILDING MANAGER IN ADVANCED AND OBTAIN
APPROVAL BEFORE STARTING THIS WORK.
XVII. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND CAPPING LOCATIONS
ON PROJECT RECORD DOCUMENTS.
XVIII. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION.
XIX. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER.
XX. G.C. TO NOTIFY ASBESTOS INVESTIGATOR OF ANY SUSPICIOUS MATERIAL UNCOVERED DURING DEMOLITION NOT NORMALLY
ACCESSIBLE.
XXI. ALL EXHAUST GRILLES SHALL BE CLOSED AND COVERED TO PREVENT THE SPREAD OF DUST INTO THE SYSTEM UNTIL
CONSTRUCTION IS COMPLETE.
XXIV. ANY DISRUPTION OF THE ELECTRICAL, PLUMBING AND MECHANICAL TO THE BUILDING SHALL BE COORDINATED WITH THE
BUILDING SUPER AND MANAGEMENT WITH THE LENGTH OF TIME DISRUPTION INDICATED.
REMOVAL KEYNOTES
Keynote Description
NOTE: GC TO CONFIRM ALL LOAD BEARING PARTITIONS. COORDINATE
DEMOLITION WITH STRUCTURAL WORK SHOWN ON STRUCTURAL
DRAWINGS AND CONSTRUCTION PLANS. GC TO NOTIFY ARCHITECT OF
ANY DISCREPANCIES
No. Description Date
D.O.B.1 02.23.15
7 OF 23
REMOVE ENTIRE STRUCTURE: ROOF, WALLS, FLOORS, FOUNDATIONS,
AND FIXTURES.
R1
REMOVE EXTERIOR WALL ON THIS LEVEL. COORDINATE WITH
CONSTRUCTION PLANS AND ELEVATIONS.
R2
REMOVE UPPER PORTION OF EXTERIOR WALL. COORDINATE WITH
CONSTRUCTION PLANS AND ELEVATIONS.
R3
REMOVE FINISHED FLOOR AND SUB-FLOOR THIS ROOM.R4
REMOVE MASONRY PORCH. PRESERVE FOUNDATION.R5
REMOVE WINDOW UNIT.R6
REMOVE INTERIOR PARTITION TO EXTENTS SHOWN.R7
REMOVE DOOR AND FRAME.R8
REMOVE CASEWORK.R9
R10
R11
REMOVE VANITY.R12
REMOVE MASONRY STAIR.R13
REMOVE ROOF.R14
REMOVE WATER HEATER.CUT AND CAP BRANCH LINES AS NECESSARY.R15
REMOVE GAS FURNACE. CUT AND CAP BRANCH LINE AS NECESSARY.R16
RELOCATE ELECTRICAL PANELS.COORDINATE WITH CONSTRUCTION PLAN.R17
REMOVE SKYLIGHT.R18
REMOVE APPLIANCE.
REMOVE PLUMBING FIXTURE.CUT AND CAP BRANCH LINES AS NECESSARY.

2. UP
UP
UP
UP
LAUNDRY
MECH.
ROOM
STORAGE 1
STORAGE 2
BATH 3
UNEXCAVATED
EXISTING
UNEXCAVATED
UNEXCAVATED
STORAGE 3
BASEMENT
CRAWL SPACE
UP
SD
SD
NO WORK
EX DRBO2
B03
BN1
BN1
BN1
BN1
BN1
BS1
EX
WN
EX
WN
3/4" ENGINEERED WOOD
3/4" ENGINEERED WOOD 3/4" ENGINEERED WOOD
3/4" ENGINEERED WOOD
3/8"PORCELAIN TILE
GAS
DRYER
ELECT.
PANEL
ELECT.
PANEL
SINK
EX LAV
EX
WC
EX SHOWER
WASHING
MACHINE
WASHING
MACHINE
CONCRETE SLAB
BO1
B01
EXISTING
CONCRETE SLAB
HALL
3/4" ENGINEERED WOOD
DN
1
1
1
1
1
4
3
7R@8 3/4"
6T@11"
34'-6"+/-20'-71/2"(V.I.F.)
8'-7"+/-
27' - 4" +/- (ALIGN WITH EXISTING WALLS)
14' - 2 1/2"
9'-5"17'-91/2"16'-0"
8'-0"(HOLD)
21' - 11"
22' - 11 1/2"
14' - 10 1/2" 8' - 1"
6'-71/2"16'-21/2"
11'-31/2"11'-21/2"8'-9"
12' - 2 1/2" 12' - 4"
9'-2"6'-11/2"
3 1/2"
3"
27' - 6"
15'-91/2"
26' - 2"
4
3
I. ALL CONTRACTORS & THEIR SUB-CONTRACTORS SHALL VISIT, BECOME FAMILIARIZED, & VERIFY ALL EXISTING
CONDITIONS PRIOR TO SUBMITTING A PROPOSAL. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT
SUCH AN EXAMINATION HAS OCCURED & LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR
MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN, HAD SUCH AN
EXAMINATION BEEN MADE. THIS EXAMINATION IS TO INCLUDE BUT NOT LIMITED TO VERIFYING WEIGHT, STRUCTURAL
LIMITATIONS, CLEARANCES, & MANEUVERING SPACE ASSOCIATED W/REMOVAL OF LARGE EQUIPMENT FROM BUILDING
PREMISES, OR ANY SUCH FORSEEABLE SPECIAL REQUIREMENTS. CONTRACTOR SHALL INCLUDE A PRICE BREAKDOWN FOR
SPECIAL REQUIREMENTS DUE TO SITE RESTRICTIONS OR CONDITIONS.
II. ALL CONTRACTORS AND/OR SUB-CONTRACTORS SHALL OBTAIN DEMOLITION AND/OR CONSTRUCTION PERMITS AND
/ OR AUTHORIZATIONS FROM THE BUILDING DEPARTMENT, ARCHITECT, CLIENT, TENANT, AND / OR ENGINEERS AS REQUIRED
PRIOR TO THE COMMENCEMENT OF WORK. A COPY OF SUCH DOCUMENTS SHALL BE FURNISHED TO THE OWNERS AND THE
ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK.
III. WHILE PERFORMING DUTIES ASSOCIATED WITH THIS CONTRACT ALL CONTRACTORS, SUB-CONTRACTORS, AND
THEIR WORKERS SHALL COMPLY WITH ALL OSHA RULES AND REGULATIONS & WITH THE STANDARD RULES AND
REGULATIONS SET FORTH BY THE OWNERS.
IV. ALL CONTRACTORS AND THEIR SUB-CONTRACTORS SHALL COORDINATE THEIR WORK WITH OTHER TRADES AND
WILL CONFER WITH ARCHITECT.
V. PROTECT ALL WINDOWS AND VENTS FROM DEBRIS AND DUST DURING CONSTRUCTION. KEEP PREMISES CLEAN AND
DO NOT LET DEBRIS, RUBBISH, OR EXCESS CONSTRUCTION MATERIAL ACCUMULATE OR OBSTRUCT EXITS AND EXIT
PASSAGEWAYS.
VI. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, CONFLICTS OR AMBIGUITIES WITHIN
AND BETWEEN THE PLANS, DRAWINGS, AND SPECIFICATIONS COMPRISING THESE CONTRACT DOCUMENTS PRIOR TO
SUBMITTING HIS BID PROPOSAL. IF SUCH NOTICE IS NOT FURNISHED TO THE ARCHITECT, THE CONTRACTOR SHALL BE
DEEMED TO HAVE INSPECTED THE PLANS, DRAWINGS, SPECIFICATIONS AND JOB CONDITIONS AND HAVE FOUND THEM IN
PROPER FORM FOR EXECUTION.
VII. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES OR
PROCEDURES, OR FOR THE SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK.
VIII. DRAWINGS ARE NOT TO BE SCALED. FOLLOW DIMENSIONS SHOWN.
IX. NO CHANNELING, CUTTING OR CHOPPING OF ANY STRUCTURAL SLAB, ELEMENTS, DEMISING WALLS AND EXTERIOR
WALLS OR PIPE CHASE / SHAFT ENCLOSURE WALLS SHALL OCCUR DURING THE COURSE OF ANY WORK.
X. NO REMOVAL OF MASONRY BACK-UP MATERIAL AT EXTERIOR OR SHAFT WALLS SHALL OCCUR FOR INSTALLATION OF
JUNCTION BOXES, ETC.
XI. ALL FIREPROOFING MUST BE MAINTAINED. ANY FIREPROOFING THAT IS DISTURBED DURING THE COURSE OF THE
RENOVATION IS TO BE RECONSTITUTED TO CODE COMPLIANT RATINGS.
XII. NO OFFSET OF RISERS (PLUMBING, GAS, ETC) SHALL OCCUR.
XIV. ALL PLUMBING SHALL BE DONE BY A NEW YORK CITY LICENSED PLUMBER AND ALL ELECTRICAL WORK BY A NYC
LICENSED ELECTRICIAN IN ACCORDANCE WITH N.Y.C. BUILDING CODES AND REGULATIONS.
XV. PROVIDE NEW BRANCH LINES AT ALL NEW FIXTURES FOR WASTE, VENT AND SUPPLY LINES BACK TO THE RISERS,
WITH NEW ACCESSIBLE SHUT-OFF VALVES AT RISER. WASTE LINES MUST BE RE-USED WHERE WHERE CURRENTLY
LOCATED IN THE CONCRETE SLAB OR NEW LINES RUN ABOVE THE STRUCTURAL SLAB. INSTALL NEW SUPPLY BALL TYPE
STOP VALVES FOR EACH LAV AND TOILET AND NEW BALL SHUT-OFF VALVES FOR THE BATHROOM AS A WHOLE. FIRE RATED
ACCESS PANELS ARE REQUIRED AT ALL SHUT-OFF VALVES.
XVI. THE USE OF ELECTRICAL OR AIR HAMMER OR OTHER PNEUMATIC TOOLS ARE NOT PERMITTED TO BE USED DURING
CONSTRUCTION DUE TO THE NOISE FACTOR UNLESS SPECIAL PERMISSION IS GRANTED.
XVII. ALL NECESSARY ELECTRIC, GAS & WATER WORK MUST BE PERFORMED LOCALLY WITHIN THE APARTMENT. ALL
NECESSARY SHUTDOWNS SHALL BE COORDINATED WITH THE BUILDING SUPER AND MANAGEMENT. SHUT DOWNS OF
SERVICE RISERS TO RELOCATE ELECTRIC PANEL BOXES, SERVICE RISERS OR TO PERFORM PLUMBING WORK WILL NOT BE
PERMITTED.
XVIII. PLUMBER TO PROVIDE BACKFLOW PREVENTORS AND BALL VALVES AT ALL PIPE OUT LOCATIONS.
XIX. REPLACE ALL SUPPLY, VENT AND SANITARY LINES BACK TO RISER AT KITCHEN. INSTALL NEW BALL TYPE SHUT-OFF
VALVES AT SINK, DISHWASHER AND REFRIGERATOR WATER LINE, AND MASTER SHUT-OFF VALVES FOR KITCHEN AS A
WHOLE.
XX. ALL WATER LINES ARE TO BE INSTALLED WITH THERMAL / ACOUSTIC INSULATION TO MINIMIZE SWEATING AND NOISE
TRANSMISSION, INCLUDING ELBOWS AND FITTINGS.
XXI. ISOLATE COPPER PIPING FROM DISSIMILAR MATERIAL TO PREVENT GALVANIC CORROSION.
XXII. NO PENETRATION THROUGH ANY EXTERIOR WALL IS PROPOSED NOR PERMITTED AS PART OF THIS ALTERATION.
XXIII. GC TO VERIFY THE LOCATION OF ALL EXISTING CONNECTIONS TO THE STACK. BUILDING MANAGEMENT TO INSPECT
AND NOTIFY OF OTHER PLUMBING TO BE REPLACED.
XXIV. ALL EXHAUST GRILLES AND DAMPERS MUST BE MAINTAINED, REMAIN ACCESSIBLE AND IN OPERATION. UPON
COMPLETION OF WORK, ALL GRILLES AND DAMPERS ARE TO BE CLEANED.
XXV. GC TO TAKE MEASURES TO INSURE THAT OTHER PORTIONS OF THE BUILDING ARE NOT DAMAGED. ALL EXISTING
CONSTRUCTION ADJACENT TO PUBLIC AREAS OR OTHER APARTMENTS AFFECTED BY THE PROPOSED WORK IS TO BE
PATCHED BACK TO IT'S ORIGINAL CONDITION USING MATCHING MATERIALS.
XXVI. NO STORAGE OR WORK IS PERMITTED IN COMMON AREAS AND FIRE STAIRS.
XXVII. PLUMBER MUST CHECK EXISTING WASTE AND VENT LINES TO BE FREE OF OBSTRUCTION.
XXVIII. CEMENT BOARD IS TO BE USED AT ALL SHOWER, TUB ENCLOSURES AND TILED AREAS. MOLD AND MOISTURE
RESISTANT WALL BOARD AT ALL OTHER DESIGNATED "WET AREAS".
XXIX. FIXTURE PIPING BETWEEN SHUT-OFF VALVE AND THE FAUCET OR APPLIANCE TO BE COPPER TUBING WITH FLARED
ENDS AND BRASS BUSHINGS, OR BRASS COMPRESSION FITTINGS. (NO PLASTIC; RUBBER OR BRAIDED STAINLESS STEEL.
HIGH PRESSURE "NO BURST" BRAIDED STAINLESS STEEL WILL BE ALLOWED TO HOOK-UP APPLIANCES THAT DO NOT HAVE
ACCESS AFTER INSTALLATION IF DEMONSTRATED THERE IS NO PRACTICAL ALTERNATIVE.)
XXX. THE CONTRACTOR SHALL MAINTAIN ADEQUATE, CLEARLY IDENTIFIED FIRE EXTINGUISHERS THROUGHOUT THE AREA
OF WORK.
XXXI. GC TO PROVIDE A COMPLETE PHOTOGRAPHIC SURVEY OF THE ADJACENT APARTMENTS AND PUBLIC SPACES PRIOR
TO THE COMMENCEMENT OF ANY WORK TO IDENTIFY PRE-EXISTING CONDITIONS. A COPY OF THE SURVEY SHALL BE
DELIVERED TO THE MANAGING AGENT.
XXXII. HOT AND COLD BRANCH LINES MUST BE REPLACED AT THE RISER'S CONNECTIONS.
XXXIII. FOUR-ELBOW SWING MUST BE INSTALLED ON THE HOT WATER BRANCH LINE.
XXXIV. WATTS PRESSURE REDUCING VALVES MODEL U5B-Z3 MUST BE INSTALLED ON THE HOT AND COLD WATER BRANCH
LINES.
XXXV. SPRING LOADED CHECK VALVES MUST BE INSTALLED ON THE HOT AND COLD WATER BRANCH LINES.
XXXVI. APOLLO BALL VALVES MUST BE INSTALLED ON THE HOT AND COLD WATER BRANCH LINES.
XXXVII. PLUMBERS ARE REQUIRED TO USE TYPE L COPPER TUBING TO SUPPLY WATER TO TOILETS AND SINKS.
XXXVIII.PLUMBERS ARE PROHIBITIED FROM USING PLASTIC TUBING AND/OR RUBBER HOSES TO SUPPLY WATER TO
REFRIGERATORS, DISHWASHERS, WASHING MACHINES, INSTANT HOT WATER MAKERS, TOILETS, SINKS AND WATER
FILTERS.
XXXIX. PLUMBERS ARE REQUIRED TO INSTALL McGUIRE VALVES UNDER THE SINKS AND TOILETS. PLASTIC STEM VALVES
ARE PROHIBITIED.
XXXX. GARBAGE DISPOSALS ARE PROHIBITIED.
XXXXI. REGARDING INSTALLATION OF SHOWER STALLS, THE CONTRACTOR AND PLUMBER ARE REQUIRED TO INSTALL A
TWO-INCH DRAIN WITH WEEP HOLES AND P-TRAP. TWO-INCH DRAIN MUST BE CONNECTED TO THE EXISTING STACK.
XXXXII. REGARDING INSTALLATION OF SHOWER STALLS, THE CONTRACTOR AND PLUMBER ARE REQUIRED TO USE A 6
GUAGE LEAD PAN THAT RETURNS UP THE WALL A MINIMUM OF 12-INCHES.
XXXXIII. REGARDING INSTALLATION OF SHOWER STALLS, THE CONTRACTOR AND PLUMBER ARE REQUIRED TO APPLY A COAT
OF "BLACK MAGIC" TO THE TOP PORTION OF THE LEAD PAN. "BLACK MAGIC" EXTENDS THE LIFE OF THE PAN AND PREVENTS
THE LEAD PAN FROM DIRECT CONTACT WITH CEMENT WHICH CORRODES AND DAMAGES THE LEAD PAN.
XXXXIV. WHEN A WOODEN PLATFORM IS CONSTRUCTED TO CREATE A SHOWER STALL, THE CONTRACTOR IS REQUIRED TO
USE A MINIMUM OF 3/4-INCH THICK PLYWOOD.
XXXXVI. CONTRACTORS ARE PROHIBITED FROM DRILLING NAILS AND SCREWS THROUGH ANY PORTION OF THE LEAD PAN.
XXXXVII. REGARDING INSTALLATION OF WASHER AND DRYER UNITS, HOT AND COLD WATER VALVES MUST BE INSTALLED TO
THE SIDE OF EACH MACHINE FOR EASY ACCESS IN THE EVENT THE MACHINE NEEDS TO BE SERVICED.
XXXXVIII. REGARDING INSTALLATION OF WASHER AND DRYER UNITS, ALL FLOORING BENEATH MACHINES MUST BE WATER
PROOFED AND SEALED.
XXXXIX. WASHER UNITS MUST BE SET ON VIBRATION ISOLATORS INSTALLED IN A WATERPROOF PAN.
XXXXX. REGARDING INSTALLATION OF WASHER AND DRYER UNITS, A FLOOD STOP KIT MUST BE INSTALLED ON THE HOT
AND COLD WATER HOSES.
XXXXXI. REGARDING INSTALLATION OF WASHER AND DRYER UNITS, EASILY ACCESSIBLE BACKFLOW PREVENTORS NEED TO
BE INSTALLED ON THE HOT AND COLD WATER BRANCH LINES.
XXXXXII. DRYER UNITS MUST BE VENTLESS TYPE UNITS. VENTED DRYER UNITS ARE PROHIBITED.
GENERAL CONSTRUCTION NOTES
U/S OF CEILING
3 5/8" METAL TRACK
(20ga TYP)
5/8" GWB BOTH SIDES
UP TO U/S OF CEILING
5/8" GWB BOTH SIDES
UP TO U/S OF CEILING
3 5/8" METAL STUDS
@16" O.C. (20ga TYP)
R15 BATT INSULATION
TOP OF FLOOR FINISH
PARTITION WALL TYPE
Fire Rating
STC Rating
ROOM PARTITION F.H.1 Non Fire Rated
STC: 51-56
POCKET DOOR WALL F.H.
Non Fire Rated
STC: 40-44
FURRED OUT WALL F.H.
Maintain EXG Fire Rating as Req'd
STC: 40-48
POCKET DOOR CAVITY
SOLID WOOD BASE
MOLDING BOTH SIDES
2
3
#
AIRSPACE (SIZE VARIES)
U/S OF CEILING
1 5/8" METAL TRACK
BOTH SIDES (20ga TYP)
5/8" GWB BOTH SIDES
UP TO U/S OF CEILING
TOP OF FLOOR FINISH
SOLID WOOD BASE
MOLDING BOTH SIDES
1 5/8" METAL STUDS
@16" O.C. BOTH SIDES
(20ga TYP)
POCKET DOOR
2 1/2" METAL TRACK
BOTH SIDES (20ga TYP)
2 1/4" METAL STUDS
@16" O.C. BOTH SIDES
(20ga TYP)
U/S OF CEILING
BATT INSULATION AS
REQUIRED
5/8" FIRE RATED GWB
INTERIOR SIDE ONLY
UP TO U/S OF CEILING
(2 LAYERS FOR F.R.)
VIBRATION ISOLATION
PADDING
3 5/8" METAL RUNNER 1 5/8" METAL RUNNER
2 1/4" METAL RUNNER
GWB LAMINATED WALL F.H.
Maintain EXG Fire Rating as Req'd
STC: 40-48
4
EXISTING CMU BLOCK
WALL
U/S OF CEILING
5/8" FIRE RATED GWB
INTERIOR SIDE ONLY
UP TO U/S OF CEILING
(2 LAYERS FOR F.R.)
EXG WALL ASSEMBLY
TOP OF FLOOR FINISH
SOLID WOOD BASE
MOLDING
SOLID WOOD BASE
MOLDING
TOP OF FLOOR FINISH
Scale:
Consultant
Address
Address
Phone
Fax
e-mail
Consultant
Address
Address
Phone
Fax
e-mail
ARCHITCTS PLLC
648 Broadway / Suite 402, New York, NY 10012
T.212.254.5210
F.212.254.4523
www.wilkinsonarchitects.com
New York: Registered Architect 027917-1
Pennsylvania: Registered Architect 402561
National Council of Architectural Registration Board #52853
DOB Barcode
As indicated
A-102.00
BASEMENT CONSTRUCTION PLAN
KASSIN RESIDENCE
1964 EAST 4TH STREET, BROOKLYN, NY 11223
1/4" = 1'-0"
1
BASEMENT CONSTRUCTION PLAN
CONSTRUCTION PLAN KEYNOTES
3 NEW CONCEALED STRINGER STAIR AT EXISTING LOCATION WITH 36" HIGH HANDRAIL. PROVIDE
SOLID BLOCKING AT WALLS FOR HANDRAIL BRACKETS. SEE STAIR SECTION DIAGRAM, SHEET
A-103.00
4 NEW ELECTRIC HOT WATER TANK. PROVIDE 1/2" COPPER SUPPLY LINES WITH ACCESSIBLE SHUT-
OFF VALVES. INSTALL 20ga STAINLESS STEEL DRIP PAN WITH MINIMUM 6" HIGH PERIMETR WALLS.
SIZE FOOTPRINT OF PAN TO CATCH ALL CONDENSATION FROM PRESSURE RELIEF VALVES.
5 RELOCATED ELECTRCIAL PANELS.
6 NEW GAS DRYER AT EXISTING LOCATION VENTED TO EXTERIOR. PROVIDE ACCESSIBLE SHUT-OFF
VALVE.
7 NEW CLOTHES WASHER. PROVIDE ACCESSIBLE SHUT-OFF VALVES. PROVIDE WATER SENSOR
WITH EMERGNCY AUTOMATIC VALVE SHUT-OFF. INSTALL 20ga STAINLESS STEEL DRIP PAN WITH
MINIMUM 6" HIGH PERIMETR WALLS.
8 REL-LOCATED CLOTHES WASHER. PROVIDE ACCESSIBLE SHUT-OFF VALVES. PROVIDE WATER
SENSOR WITH EMERGNCY AUTOMATIC VALVE SHUT-OFF. INSTALL 20ga STAINLESS STEEL DRIP
PAN WITH MINIMUM 6" HIGH PERIMETR WALLS.
9 3/4" SOLID WOOD FLOORING OVER 5/8" PLYWOOD SUB-FLOOR. PROVIDE (2) COATS DARK STAIN.
10 NEW GAS FURNACE. PRODIVE HARD PIPED CONNECTION WITH ACCESSIBLE SHUT-OFF VALVE.
2 POURED CONCRETE SLAB. SEE WALL SECTIONS, SHEET A-301, AND FOUNDATION PLAN, SHEET
S-101.00
1 POURED CONCRETE FOOTING AND FOUNDATION WALL. SEE WALL SECTIONS, SHEET A-301.00,
AND FOUNDATION PLAN, SHEET S-101.00
No. Description Date
D.O.B.1 02.23.15
8 OF
D.O.B.1 02.23.15
8 OF 23
1
9
1
1
1
1
1
1
1
1 1
1
9
9 9
9
2
2
3
4
5
6
RE-LOCATED UTITLITY SINK. PROVIDE ACCESSIBLE SHUT-OFF VALVES.11
78
11 10
3/8" PORCELAIN TILE ON THINSET. PROVIDE 6" HIGH BACKERBOARD AT WALLS. PROVIDE LIQUID
LATICRETE WATERPROOFING MEMBRANE BENEATH THNSET, EXTENDED 6" UPWARDS AT WALLS.
12
NEW STONE SADDLE13
12
13
PARTITION WALL TYPES

3. DN
DN
COVRD
ENTRY
LIVING ROOM
CLOSET
UNENCLOSED PORCH
WALKWAY
UNENCLOSED EAST
TERRACE
DINING ROOM
KITCHEN
FAMILY ROOM
3/4" STONE OVER POURED
CONCRETE SLAB
3/8" STONE OVER POURED
CONCRETE SLAB
3/8" STONE OVER POURED
CONCRETE SLAB
3/8" STONE
3/8" STONE
3/8" STONE
ENTRY
3/8" STONE
3/8" STONE
PDR. RM.
3/8" STONE
CARPET
ISLAND
WC LAV
36"
REFRIG.
36"
REFRIG.
DOUBLE
WALL
OVENS
DW
SINK
UNENCLOSED WEST
TERRACE
3/8" STONE OVER POURED
CONCRETE SLAB
36" GAS RANGE
PIPE
C
O
LU
M
N
PIPE
C
O
LU
M
N
PIPE
C
O
LU
M
N
HSS STEEL TUBE
F/P
FLUSH BEAM
FLUSHBEAMFLUSH
BEAM
FLUSH
BEAM
FLUSHBEAM
DN
DN
DN
8'-0"HOLD
(VERIFYDIMENSIONINFIELD)
EXISTINGMODIFIED9'-21/2"7'-01/2"4'-81/2"20'-0"+/-V.I.F.
22' - 11 1/2" 3' - 2"
(VERIFY DIMENSION IN FIELD)
ALIGN WITH EXISTING 27' - 3"
(VERIFY DIMENSION IN FIELD)
EXISTING MODIFIED 1' - 3 1/2" 11' - 9" 6' - 0" 8' - 2"
16'-7"10'-8"4'-9"16'-7"6'-0"3'-6"
1
A-301.00
3/4" SOLID WOOD
103
103
108
108
107
106
105
105
105
104
104
1S1
1S1
1S1
1S1
1S1
1S1
1S1
1N1
1N1
1N1
1N1
1N1
DR1
DR1
DN
DN
UP
1E2 1E2 1E2 1E2
1E21E2
102 102
SD
SD
SD
2
A-301.00
3'-10"2'-10"3'-0"
HSS STEEL TUBE
1
1
1
1
DWSINK
SINK
4R @ 7 1/2"
3T @ 13"
DN
1R @ 7 1/2"
2R @ 7 1/2"
1T @ 13"
7R @ 7 1/2"
6T @ 13"
2
1
1N2
1E1 1E1 1E1 1E1
6R @ 7 1/2"
5T @ 11"DN 3"
GASGRILL
11R @ 7"
10T @ 11"
IGU.1
IGU.2
H
SS
STEEL
TU
BE
3R @ 7 1/2"
2T @ 12"
HEADER
3R @ 7 1/2"
2T @ 20"
36" EXHAUST
HOOD
3'-10"3'-101/2"
11'-6"
17'-1"
13' - 10"
5'-71/2"
22' - 11 1/2"
7' - 1 1/2" 4' - 9" 13' - 10 1/2"
2' - 6 1/2"
24' - 0 1/2"
4R @ 8 1/2"
3T @ 11"
DN
7R @ 8 1/2"
6T @ 11"
ENTRY DOOR
TO KITCHEN
BASEMENT
HALLWAY
1ST FLOOR
HALLWAY
2ND FLOOR
HALLWAY
STORAGE
3'-0"
3'-6"
0'-31/2"0'-31/2"
0'-8"
0' - 11"
8'-51/2"
0' - 11"
0'-81/2"
3'-0"
7'-5"
42" HIGH WOOD
GUARD RAIL AT 2ND
FLOOR
SOLID MDF PANEL
MOUNTED TO 1"
STEEL TUBE
BALUSTERS
BOLTED TO FLOOR
ALL OPEN SPACES NOT TO
EXCEED 3 7/8" MAX. CLEAR
36" SOLID WOOD HANDRAIL
ON 5/16" STEEL BRACKETS
SREWED TO WALL (TYP).
GC TO PROVIDE SOLID
WOOD BLOCKING FOR
BRACKETS
NEW CLOSED RISER WOOD
STAIR ON CONCEALED 2" x
12" STRINGER IN EXISTING
FRAMED STAIR OPENING
NEW CLOSED
RISER WOOD
STAIR ON
CONCEALED 2" x
12" STRINGER IN
EXISTING
FRAMED STAIR
OPENING
2' - 10"
Scale:
Consultant
Address
Address
Phone
Fax
e-mail
Consultant
Address
Address
Phone
Fax
e-mail
ARCHITCTS PLLC
648 Broadway / Suite 402, New York, NY 10012
T.212.254.5210
F.212.254.4523
www.wilkinsonarchitects.com
New York: Registered Architect 027917-1
Pennsylvania: Registered Architect 402561
National Council of Architectural Registration Board #52853
DOB Barcode
As indicated
A-103.00
1ST FLOOR CONSTRUCTION PLAN
KASSIN RESIDENCE
1964 EAST 4TH STREET, BROOKLYN, NY 11223
1/4" = 1'-0"
1
FIRST FLOOR CONSTRUCTION PLAN
1ST FLOOR CONSTRUCTION PLAN KEYNOTES
1 3/8" STONE TILE OVER POURED CONCRETE SLAB AT UNENCLOSED TERRACE.
7 NEW SINK. PROVIDE ACCESSIBLE SHUT-OFF VALVES.
9 NEW DISHWASHER.
11 NEW ELECTRIC DOUBLE WALL OVENS.
5 NEW GAS RANGE. PROVIDE ACCESSIBLE SHUT-OFF VALVES.
12 DIRECT REPLACEMENT OF LAV AT EXISTING LOCATION.
13 DIRECT REPLACEMENT OF TOILET AT EXISTING LOCATION.
4 NEW CONCEALED STRINGER, CLOSED RISER WOOD STAIR AT EXISTING FRAMED OPENING.
PROVIDE 36" HIGH HANDRAIL AND BLOCKING AT WALLS FOR HANDRAIL BRACKETS.
1/2" = 1'-0"
2
SECTION DIAGRAM AT PROPOSED STAIR
D.O.B.1 02.23.15
No. Description Date
9 OF 23
2 42" HIGH WOOD GUARD RAIL WITH SLOID WOOD BALUSTERS LESS THAN 4" APART O.C.
3 36" HIGH WOOD HANDRAIL WITH SLOID WOOD BALUSTERS LESS THAN 4" APART O.C.
8 RE-LOCATED SINK WITH NEW BRANCH COPPER PLUMBING. PROVIDE ACCESSIBLE SHUT-OFF VALVES.
10 RE-LOCATED DISHWASHER.
6 NEW 36" EXHAUST HOOD WITH 6" DIMAMETER DUCT VENTED TO EXTERIOR. PROVIDE REMOTE BLOWER AT ATTIC.
14 SOLID FUEL FIREPLACE. SEE SHEET A-501.00, FIREPLACE DETAILS.
16 NEW BASE CABINETS, UPPER CABINETS AND COUNTERTOPS THIS ROOM
17 BUILT-IN FURNITURE.
15 3/8" STONE TILE ON THINSET AND BACKERBOARD UNDERLAYMENT. PROVIDE LIQUID LATICRETE WATERPROOFING
MEMBRANE AT POWDER ROOM AND KITCHEN. EXTEND WATERPROOFING 6" UP WALLS. ALL STONE TO BE SEALED
IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS
2
1
1
2 3
3
4
5 6
7 8
9
10
11
1213
14
15
15
15
15
15
15
15
1
1
1
1
16
16
16
17
16
17
17
17
AREA OF LIVING ROOM = 578 SQ.FT.
REQUIRED LIGHT (10%) = 578 x 0.10 = 58 SQ.FT.
REQUIRED AIR (5%) = 578 x 0.05 = 29 SQ.FT.
PROPOSED WINDOW LIGHT = 244 SQ.FT.
PROPOSED WINDOW VENT = 109 SQ.FT.
2ND FLR LIGHT & AIR CALCULATIONS
AREA OF DINING ROOM = 400 SQ.FT.
REQUIRED LIGHT (10%) = 400 x 0.10 = 40 SQ.FT.
REQUIRED AIR (5%) = 400 x 0.05 = 20 SQ.FT.
PROPOSED WINDOW LIGHT = 366 SQ.FT.
PROPOSED WINDOW VENT = 216 SQ.FT.
AREA OF KITCHEN = 300 SQ.FT.
REQUIRED LIGHT (10%) = 300 x 0.10 = 30 SQ.FT.
REQUIRED AIR (5%) = 300 x 0.05 = 15 SQ.FT.
PROPOSED WINDOW LIGHT = 40 SQ.FT.
PROPOSED WINDOW VENT = 22 SQ.FT.
AREA OF FAMILY ROOM = 522 SQ.FT.
REQUIRED LIGHT (10%) = 522 x 0.10 = 52 SQ.FT.
REQUIRED AIR (5%) = 522 x 0.05 = 26 SQ.FT.
PROPOSED WINDOW LIGHT = 180 SQ.FT.
PROPOSED WINDOW VENT = 70 SQ.FT.

4. IGU.5
13' - 7 1/2"
BATH 2
EXHAUST
KITCHEN
EXHAUST
GAS F/P
CHIMNEY
MASTER
BATH
EXHAUST
POWDER
ROOM
EXHAUST
SLOPE
6:12
SLOPE
6:12
SLOPE
6:12
MATCH EXISTING
SLOPE
MATCH EXISTING
SLOPE
MATCH EXISTING
SLOPE
MATCH EXISTING
SLOPE
6:12
SLOPE
6:12
SLOPE
66'-41/2"+/-(VERIFYINFIELD)
11' - 11" +/- (V.I.F.) 6' -2" DORMER ROOF 11' - 11" +/- (V.I.F.)
30'-0" +/- ALIGN WITH EXISTING (V.I.F.)
MASTER
BEDROOM
EXISTING
GUEST
BEDROOM
MAST.
BATH
STUDY
BATH 2
CLOSETCLOSET
BEDROOM 2 BEDROOM 3
WALK-IN
CLOSET
3/4" WOOD 3/4" WOOD
3/4" WOOD
3/8" PORCELAIN TILE
3/8"
PORCELAIN
TILE
3/4" WOOD
3/4" WOOD
5'-0"6'-111/2"3'-0"9'-21/2"3'-0"10'-41/2"1'-1"13'-0"
2' - 6" 9' - 6 1/2" 4' - 3" 2' - 7"
15'-8"8'-9"5'-111/2"10'-4"
4' - 0" 8' - 9"
(VERIFY DIMENSION IN FIELD)
ALIGN WITH EXISTING
(VERIFY DIMENSION IN FIELD)
ALIGN WITH EXISTING
12' - 11"
SD SD
SD
SD
SD
WC
WC
CL CL
2'-11/2"1'-11"
SHOWER
TUB
LAVLAV
LAVLAV
SHOWER
DN
16R @ 8"
15T @ 11"
2W1 2W1
2NS
2NS
2NS
2NS
2NS
2NS
2E1 2E1
2NS
2NS
2NS
2NS
2NS
2NS
EXISTING
204204
201
202
203
IGU.3
SD
1
1
1
1
1
1 1
1
1
1
GASF/P
IGU.4
3' - 5" 2' - 10"
3' - 6"
6' - 5 1/2" 9' - 10 1/2"
29' - 2 1/2"
17'-91/2"
9' - 9" 16' - 4"
12'-0"12'-0"
PROPOSEDEXISTINGPROPOSED
8' - 2 1/2"1' - 4"
SLOPE
6:12
SLOPE
6:12
SLOPE
6:12
Scale:
Consultant
Address
Address
Phone
Fax
e-mail
Consultant
Address
Address
Phone
Fax
e-mail
ARCHITCTS PLLC
648 Broadway / Suite 402, New York, NY 10012
T.212.254.5210
F.212.254.4523
www.wilkinsonarchitects.com
New York: Registered Architect 027917-1
Pennsylvania: Registered Architect 402561
National Council of Architectural Registration Board #52853
DOB Barcode
1/4" = 1'-0"
A-104.00
2ND FLOOR & ROOF CONSTRUCTION
PLAN
KASSIN RESIDENCE
1964 EAST 4TH STREET, BROOKLYN, NY 11223
1/4" = 1'-0"
2
ROOF PLAN
1/4" = 1'-0"
1
SECOND FLOOR CONSTRUCTION PLAN
No. Description Date
D.O.B.1 02.23.15
10 OF 23
5 FLOOR ASSEMBLY THIS ROOM: 3/4" FINISHED HARDWOOD FLOORING / 5/8" PLYWOOD SUB-
FLOOR / 1/2" HOMESOTE / 5/8" PLYWOOD. FINISHED FLOOR FASTENERS SHALL NOT
PENETRATE HOMESOTE LAYER. HOLD FINISHED FLOOR AND TOP PLYWOOD LAYER 1/8" OFF
PERIMETER WALLS.
2ND FLOOR CONSTRUCTION
PLAN KEYNOTES
1 NEW CONCEALED STRINGER, CLOSED RISER WOOD STAIR AT EXISTING FRAMED OPENING.
PROVIDE 36" HIGH HANDRAIL AND BLOCKING AT WALLS FOR HANDRAIL BRACKETS. SEE STAIR
DIAGRAM, SHEET A-103.00.
4 CLOSED SYSTEM, DIRECT VENT GAS FIREPLACE WITH 12" DIAMETER FLUE WITH 2" PERIMETER
FRESH AIR INTAKE. SEE SHEET A-501.00, FIREPLACE DETAILS.
17
BUILT-IN FURNITURE.
2 36" HIGH HANDRAIL ON 1" x 1" STEEL TUBE BALUSTERS FASTENED TO STAIR TREADS. SOLID
PLYWOOD GUARD PANEL FASTENED TO BALUSTERS AT OPEN SIDE OF STAIRWELL. ALL OPEN
CLEAR SPACES AT HANDRAIL AND GUARD PANEL ASSEMBLY TO BE LESS THAN 4". SEE STAIR
DIAGRAM, SHEET A-103.00.
3 42" HIGH GUARDRAIL ON 1" x 1" STEEL TUBE BALUSTERS FASTENED TO WALL AND FLOOR. SOLID
PLYWOOD GUARD PANEL FASTENED TO BALUSTERS. ALL OPEN CLEAR SPACES AT HANDRAIL
AND GUARD PANEL ASSEMBLY TO BE LESS THAN 4". SEE STAIR DIAGRAM, SHEET A-103.00.
9 PULL DOWN CEILING HATCH WITH ACCESS LADDER. PROVIDE GASKETS AT (4) SIDES OF
HATCH TO MAINTAIN AIR-TIGHT SEAL IN CLOSED POSITION. TOP (ATTIC SIDE) OF HATCH TO BE
INSULATED WITH R-30 BATT INSULATION. INSULATION ON HATCH DOOR TO BE PROTECTED.
PROVIDE PLYWOOD PANELS ON ATTIC FLOOR AT ACCESS ROUTES TO MECHANICAL
EQUIPMENT TO PROTECT INSULATION.
10 RE-LOCATED LAV WITH NEW BRANCH PLUMBING. PROVIDE ACCESSIBLE SHUT-OFF VALVES.
11 NEW LAV. PROVIDE ACCESSIBLE SHUT-OFF VALVES.
12 NEW WC. PROVIDE ACCESSIBLE SHUT-OFF VALVES.
13 RE-LOCATED SHOWER WITH NEW BRANCH PLUMBING. PROVIDE ACCESSIBLE SHUT-OFF VALVES.
14 NEW SHOWER WITH STEAM UNIT LOCATED IN ATTIC. PROVIDE ACCESSIBLE SHUT-OFF VALVES.
15 RE-LOCATED TUB WITH NEW BRANCH PLUMBING. PROVIDE ACCESSIBLE SHUT-OFF VALVES.
16
RAISED CEILING AT DORMER ABOVE.
5
6 NEW 3/4" SOLID WOOD FINISHED FLOOR OVER EXISTING SUB-FLOOR.
7 3/4" SOLID WOOD FINISHED FLOOR ON NEW 5/8" PLYWOOD SUBFLOOR AT NEW FLOOR FRAMNG.
8 3/8" PORCELAIN TILE ON 5/8" DUROCK UNDERLAYMENT. PROVIDE LIQUID LATICRETE
WATERPROOFING MEMBRANE EXTENDED UP 6" AT WALLS.
5
1
2
18 NEW STANDING SEAM ZINC ROOF AT PROPOSED ADDTION WITH INTEGRAL GUTTER.
3
4
6
6
6
6
7
6
8
8
9
1011 12
10
10
12
1315
14
16
16
16 17
18
ROOF CONSTRUCTION PLAN
KEYNOTES
1 NEW 350 # ASPHALT SHINGLES AND ROOFING PAPER OVER EXISTING SHEATHING.
2 NEW 350 # ASPHALT SHINGLES AND ROOFING PAPER OVER NEW SHEATHING AND ROOF
FRAMING ASSEMBLY. SEE SHEET S-103.00, ROOF FRAMING PLAN, AND SHEET A-301.00,
WALL SECTION.
3 NEW DORMER WINDOW WITH SCHEDULED INSULATED GLASS UNIT. SEE SHEET A-100.00
FOR DORMER CALCULATIONS AND ZONING CITATION; SHEET S-103.00 FOR DROMER
FRAMING; SHEET EN-001 FOR ENERGY ALALYSIS; AND SHEET A-201.00 FOR DORMER
ELEVATION.
4 NEW FIREPLACE CHIMNEY. TOP OF CHIMNEY LOCATED MINIMUM 3'-0" ABOVE ROOF
SURFACE AND MINIMUM 10'-0" HORIZONTALLY FROM NEAREST ROOF SURFACE AT
HEIGHT OF CHIMNEY CAP. PROVIDE 1/2" WIRE MESH SPARK ARRESTOR AT CHIMNEY
CAP.
11
2
2 2
2
3
4
AREA OF MASTER BEDROOM = 256 SQ.FT.
REQUIRED LIGHT (10%) = 256 x 0.10 = 26 SQ.FT.
REQUIRED AIR (5%) = 256 x 0.05 = 13 SQ.FT.
PROPOSED WINDOW LIGHT = 36 SQ.FT.
PROPOSED WINDOW VENT = 18 SQ.FT.
2ND FLR LIGHT & AIR CALCULATIONS
AREA OF STUDY = 72 SQ.FT.
REQUIRED LIGHT (10%) = 72 x 0.10 = 7 SQ.FT.
REQUIRED AIR (5%) = 72 x 0.05 = 4 SQ.FT.
PROPOSED WINDOW LIGHT = 10 SQ.FT.
PROPOSED WINDOW VENT = 5 SQ.FT.
AREA OF GUEST BEDROOM = 94 SQ.FT.
REQUIRED LIGHT (10%) = 94 x 0.10 = 9 SQ.FT.
REQUIRED AIR (5%) = 94 x 0.05 = 5 SQ.FT.
PROPOSED WINDOW LIGHT = 20 SQ.FT.
PROPOSED WINDOW VENT = 10 SQ.FT.
AREA OF BEDROOM 2 = 170 SQ.FT.
REQUIRED LIGHT (10%) = 170 x 0.10 = 17 SQ.FT.
REQUIRED AIR (5%) = 170 x 0.05 = 8.5 SQ.FT.
PROPOSED WINDOW LIGHT = 40 SQ.FT.
PROPOSED WINDOW VENT = 20 SQ.FT.
AREA OF BEDROOM 3 = 170 SQ.FT.
REQUIRED LIGHT (10%) = 170 x 0.10 = 17 SQ.FT.
REQUIRED AIR (5%) = 170 x 0.05 = 8.5 SQ.FT.
PROPOSED WINDOW LIGHT = 40 SQ.FT.
PROPOSED WINDOW VENT = 20 SQ.FT.

5. 00 GRADE
0' - 0"
ROOF PLAN
31' - 7 5/8"
BASEMENT FLOOR
-3' - 7 3/4"
1ST FLOOR
4' - 4 1/4"
2ND FLOOR
14' - 5 1/2"
SITTING ROOM
FLOOR
2' - 6"
ATTIC
24' - 3"
EAST AND WEST
ROOF PITCH (TYP)
6
12
20'-0"REAR
YARD
SETBACK
35'-0" MAXIMUM BUILDING HEIGHT
SKY
EXPO
SUR
E
PLAN
E
SKY
EXPO
SU
R
E
PLAN
E
15'-0"FRONT
YARDSETBACK
21'-0" MAX. STREET WALL HEIGHT
DORMER -
PERMITTED OBSTRUCTION
16" EAVE
PERMITTED OBSTRUCTION
EAVE
PERMITTED
OBSTRUCTION
16" EAVE
PERMITTED
OBSTRUCTION
(EL + 18.92)
(EL + 26.92)
(EL + 37.00)
(EL + 46.83)
(EL + 54.21)
BASE PLANE (EL + 22.89)
21'-0"
3'-8"7'-41/2"9'-91/2"10'-11/2"4'-41/2"
FLOORTOFLOORFLOORTOFLOORFLOORTOFLOOR
2NS 2NS 2NS 2NS2NS
1N2
1N1 1N1 1N1 1N1 1N1
2NS
1N3 1N3 1N3
BN1 BN1 BN1 BN1 BN1
105 105 105
103 103
IGU.4
IGU.3
ROOF
PITCH6
12
00 GRADE
0' - 0"
ROOF PLAN
31' - 7 5/8"
BASEMENT FLOOR
-3' - 7 3/4"
1ST FLOOR
4' - 4 1/4"
2ND FLOOR
14' - 5 1/2"
2
A-301.00
ATTIC
24' - 3"
(EL + 18.92)
(EL + 26.92)
(EL + 37.00)
(EL + 46.83)
(EL + 54.21)
BASE PLANE (EL + 22.89)
7'-41/2"9'-91/2"10'-11/2"8'-0"
FLOORTOFLOORFLOORTOFLOORFLOORTOFLOOR
MATCH EXISTING
NORTH & SOUTH
ROOF PITCH (TYP)
6'-1"
IGU.5
101
DR1
2E1 2E1
1E2 1E2 1E2 1E2 1E2 1E2
10' - 0"
Scale:
Consultant
Address
Address
Phone
Fax
e-mail
Consultant
Address
Address
Phone
Fax
e-mail
ARCHITCTS PLLC
648 Broadway / Suite 402, New York, NY 10012
T.212.254.5210
F.212.254.4523
www.wilkinsonarchitects.com
New York: Registered Architect 027917-1
Pennsylvania: Registered Architect 402561
National Council of Architectural Registration Board #52853
DOB Barcode
1/4" = 1'-0"
A-201.00
EXTERIOR ELEVATIONS
KASSIN RESIDENCE
1964 EAST 4TH STREET, BROOKLYN, NY 11223
1/4" = 1'-0"
2
NORTH ELEVATION
1/4" = 1'-0"
1
EAST ELEVATION
No. Description Date
D.O.B.1 02.23.15
11 OF 23
EXTERIOR ELEVATION KEYNOTES
1 SCHEDULED ASPHALT SHINGLES. SEE SHEET A-104.00, ROOF CONSTRUCTION PLAN,
AND A-301.00, TYPICAL WALL SECTIONS.
2 STUCCO. SEE SHEET A-301.00, TYPICAL WALL SECTIONS.
3 SCHEDULED STANDING SEAM ZINC ROOFING MATERIAL. SEE SHEET A-104.00, ROOF
CONSTRUCTION PLAN, AND A-301.00, TYPICAL WALL SECTIONS.
4 42" HIGH SCHEDULED WOOD GAURDRAIL WITH BALUSTERS SPACED LESS THAN
4" CLEAR APART.
5 36" HIGH SCHEDULED WOOD HANDDRAIL.
6 ROOF GUTTER WITH DOWNSPOUT DRAINING DIRECTLY TO PROPOSED DRYWELL.
7 NEW FIREPLACE CHIMNEY. TOP OF CHIMNEY LOCATED MINIMUM 3'-0" ABOVE
ROOF SURFACE AND MINIMUM 10'-0" HORIZONTALLY FROM NEAREST ROOF
SURFACE AT HEIGHT OF CHIMNEY CAP. PROVIDE 1/2" WIRE MESH SPARK
ARRESTOR AT CHIMNEY CAP.
1
2
2
8 DECORATIVE MASONRY VENEER ON POURED CONCRETE WALL.
3
8
8
8
4
7
6
6
1
7
22 2
6
2
2
4
4
5
1
2 2
2
8 2
2

6. 00 GRADE
0' - 0"
ROOF PLAN
31' - 7 5/8"
BASEMENT FLOOR
-3' - 7 3/4"
1ST FLOOR
4' - 4 1/4"
2ND FLOOR
14' - 5 1/2"
1
A-301.00
SITTING ROOM
FLOOR
2' - 6"
ATTIC
24' - 3"
ALIGN WITH EXISTING
NORTH AND SOUTH ROOF
PITCH (TYP)
2W12W1
104
IGU.1
DR1
3'-8"2'-6"1'-101/2"10'-11/2"9'-91/2"
(EL + 18.92)
(EL + 26.92)
(EL + 37.00)
(EL + 46.83)
7'-41/2"
(EL + 54.21)
BASE PLANE (EL + 22.89)
00 GRADE
0' - 0"
ROOF PLAN
31' - 7 5/8"
BASEMENT FLOOR
-3' - 7 3/4"
1ST FLOOR
4' - 4 1/4"
2ND FLOOR
14' - 5 1/2"
ATTIC
24' - 3"
EAST AND WEST
ROOF PITCH (TYP)
6
12
1S11S11S11S11S11S1
2NS2NS 2NS 2NS 2NS2NS
BS1
1S1
(EL + 18.92)
(EL + 26.92)
(EL + 37.00)
(EL + 46.83)
(EL + 54.21)
BASE PLANE (EL + 22.89)
3'-8"9'-91/2"10'-11/2"4'-41/2"7'-41/2"
20'-0"YEAR
YARD
SETBACK
35'-0" MAXIMUM BUILDING HEIGHT
SKY
EXPO
SU
R
E
PLAN
E
SKY
EXPO
SUR
E
PLAN
E
25'-0"FRONT
YARDSETBACK
21'-0" MAX. STREET WALL HEIGHT
DORMER -
PERMITTED OBSTRUCTION
16" EAVE
PERMITTED OBSTRUCTION
EAVE
PERMITTED
OBSTRUCTION
16" EAVE
PERMITTED
OBSTRUCTION
21'-0"
Scale:
Consultant
Address
Address
Phone
Fax
e-mail
Consultant
Address
Address
Phone
Fax
e-mail
ARCHITCTS PLLC
648 Broadway / Suite 402, New York, NY 10012
T.212.254.5210
F.212.254.4523
www.wilkinsonarchitects.com
New York: Registered Architect 027917-1
Pennsylvania: Registered Architect 402561
National Council of Architectural Registration Board #52853
DOB Barcode
1/4" = 1'-0"
A-202.00
EXTERIOR ELEVATIONS
KASSIN RESIDENCE
1964 EAST 4TH STREET, BROOKLYN, NY 11223
1/4" = 1'-0"
1
WEST ELEVATION
1/4" = 1'-0"
2
SOUTH ELEVATION
No. Description Date
D.O.B.1 02.23.15
12 OF 23
EXTERIOR ELEVATION KEYNOTES
1 SCHEDULED ASPHALT SHINGLES. SEE SHEET A-104.00, ROOF CONSTRUCTION PLAN, AND A-301.00,
TYPICAL WALL SECTIONS.
2 STUCCO. SEE SHEET A-301.00, TYPICAL WALL SECTIONS.
3 SCHEDULED STANDING SEAM ZINC ROOFING MATERIAL. SEE SHEET A-104.00, ROOF CONSTRUCTION
PLAN, AND A-301.00, TYPICAL WALL SECTIONS.
4 42" HIGH SCHEDULED WOOD GAURDRAIL WITH BALUSTERS SPACED LESS THAN 4" CLEAR APART.
5 36" HIGH SCHEDULED WOOD HANDDRAIL.
6 ROOF GUTTER WITH DOWNSPOUT DRAINING DIRECTLY TO PROPOSED DRYWELL.
7 DECORATIVE WOOD TRIM AND PAINTED EXTERIOR RATED PANELS.
2
2 2
2
1
1
3
45
6
66
7
1
2
4
4
6
22
22 2 2
2 2
2

7. 00 GRADE
0' - 0"
BASEMENT FLOOR
-3' - 7 3/4"
1ST FLOOR
4' - 4 1/4"
SITTING ROOM
FLOOR
2' - 6"
CRAWL SPACE
SLAB
-3' - 4 1/4"
FAMILY ROOM
KITCHEN
CRAWL SPACE
SCHEDULED I.G.U.
U-VALUE = .0.25
WALL ASSEMBLY (TYP):
5/8" GYPSUM WALL BOARD
2" X 6" WOOD FRAMING WITH R-13 BATT INSULATION
5/8" PLYWOOD SHEATHING
GRACE VYCOR VAPOR BARRIER
STUCCO ASSEMBLY:
EXPANDABLE METAL REINFORCING LATH
1/4" CEMENT PLASTER SCRATCH COAT ON LATH
1/2" BROWN COAT
PIGEMENTED FINISH COAT
FLASHING WITH DRIP EDGE.
BACKER ROD WITH SEALANT
GLAZING BLOCK AND CLEAR SILICONE
SEALANT AT INTERIOR & EXTERIOR FACE
BACKER ROD WITH SEALANT
GLAZING BLOCK AND CLEAR SILICONE
SEALANT AT INTERIOR & EXTERIOR FACE
CONTINUOUS METAL FLASHING WITH END DAMS
DRIP EDGE
WEEP SCREED AT FOUNDATION WALL
SCHEDULED JOIST
LIQUID WATERPROOFING
5/8" DIAMETER ANCHOR BOLT AT 4'-0" O.C.
WEEPING TILE DRAINING TO DRY WELL
SLOPE TOPSOIL AWAY FROM BUILDING
2' - 0"
COURSE GRAVEL R-15 RIGID INSULATION
CONTINUOUS R-10 RIGID INSULATION
R-13 BATT INSULATION
5/8" GYPSUM WALL BOARD
2 1/2" STUDS AT 16" O.C.
CRAWL
SPACE
ENTRY
3500 PSI 12" THICK FOOTING SLAB W/ (6) #4
REINFORCING BARS
EXISTING HOUSE
FOOOTING
6" METAL FRAMED
BEARING WALL
EXISTING HOUSE
REAR
FOUNDATION
WALL
(2) LAYERS TYP X
GYPSUM WALL
BOARD AT
MECHANICAL
ROOM WALLS
AND CEILING
FLUSH
10" THICK, 3500 PSI POURED
CONCRETE FOUNDATION WALL
VAPOR BARRIER
UNDISTURBED BEARING SOIL
3500 PSI CONCRETE 12" x 24" W/ (3) #4
REINFORCING BARS
5/8" DIAMETER ANCHOR BOLT AT 4'-0" O.C.
4" THICK POURED CONCRETE SLAB WITH
4" x 4" WWF
5 1/2" x 18" PARALM HEADER ABOVE IGU
2ND FLOOR
14' - 5 1/2"
08 2ND FLR
CEILING
23' - 6 1/2"
ICE & WATER GUARD (TYP)
3' - 0"
20'-0" REAR YARD SETBACK
CONTINUOUS
VENT WITH
INSECT SCREEN
EAVE (TYP)
1' - 4"
AZEK FASCIA
MAINTAIN MINIMUM 2"
CLEARANCE FOR VENTILATION
SCHEDULED ASPHALT ROOF SHINGLE
CONTINUOUS VENT WITH
INSECT SCREEN
AZEK
FASCIA
MAINTAIN MIN 2" CLEARANCE FOR
VENTILATION
SCHEDULED ASPHALT ROOF SHINGLE
STUCCO
DRIP EDGE
BEDROOM 2
2ND FLR HALL
SCHEDULED JOIST WRAPPED WITH 1/2" GWB
(FINISHED GYPSUM WALL BOARD APPLIED AT
VERTICAL FACE OF JOIST NOT SHOWN IN ORDER
TO ILLUSTRATE JOIST CONDITIONS)
SCHEDULED BEAM
SCHEDULED
WINDOW
U-VALUE = .31
METAL FLASHING WITH END DAMS
DRIP EDGE
METAL
FLASHING
6
12
VENTED ATTIC SPACE
SOLID BRIDGING AT
MID-SPAN
JOIST HANGER
P
L
ICE & WATER GUARD (TYP)
3' - 0" ROOF PITCH (TYP)
CONTINUOUS
SOLID BLOCKING
BENEATH
BEARING WALL
FLUSH
ATTIC
24' - 3"
R-30 BATT INSULATION EXTENDED
OVER TOP PLATE AT EAVE
R-30 BATT INSULATION EXTENDED
OVER TOP PLATE AT EAVE
(PERP. TO VIEW)
CONTINUOUS 2X4
2' - 0"
6" THICK R-39 DEMILEC 'HEAT
LOCK SOY 200 PLUS' SPRAY
FOAM INSULATION
CONTINUOUS METAL FLASHING
WITH DRIP EDGE
6
12
ROOF PITCH (TYP)
COIL STOCK FLASHING AT GUTTER
AND TOP OF SILL FLASHING
BENT METAL FLASHING CAP FIXED
WITH GASKETED FASTENERS
CONTINUOUS METAL FLASHING AT
EAVE
CONTINUOUS 2" x 4" FASTENED
DOWN IN TO TOP PLATE
2" x 10" AT 16" O.C.
SCHEDULED ZINC STANDING
SEAM ROOFING
WALL ASSEMBLY (TYP):
5/8" GYPSUM WALL BOARD
2" X 6" WOOD FRAMING WITH R-13 BATT
INSULATION
5/8" PLYWOOD SHEATHING
GRACE VYCOR VAPOR BARRIER
STUCCO ASSEMBLY:
EXPANDABLE METAL REINFORCING LATH
1/4" CEMENT PLASTER SCRATCH COAT
ON LATH
1/2" BROWN COAT
PIGEMENTED FINISH COAT
FOUNDATION WEEP SCREED
LIQUID WATERPROOFING
5/8" DIAMETER ANCHOR
BOLT AT 4'-0" O.C.
WEEPING TILE DRAINING TO
DRY WELL
SLOPE TOPSOIL AWAY FROM
BUILDING
COURSE GRAVEL
CONTINUOUS R-10 RIGID
INSULATION
R-13 BATT INSULATION
5/8" GYPSUM WALL BOARD
2 1/2" STUDS AT 16" O.C.
10" THICK, 3500 PSI
POURED CONCRETE
FOUNDATION WALL
VAPOR BARRIER4" THICK POURED CONCRETE SLAB WITH 4" x 4" WWF
3/4" SOLID WOOD
FLOOR
STEPS TO TERRACE BEYOND
R-15 RIGID INSULATION
3/4" PLYWOOD
SUB-FLOOR
VAPOR BARRIER
DINING ROOM
BASEMENT
3500 PSI CONCRETE 12" x 24"
FOOTING W/ (3) # 4 RE-BARS
5/8" DIAMETER ANCHOR
BOLT AT 4'-0" O.C.
UNDISTURBED
BEARING SOIL
Scale:
Consultant
Address
Address
Phone
Fax
e-mail
Consultant
Address
Address
Phone
Fax
e-mail
ARCHITCTS PLLC
648 Broadway / Suite 402, New York, NY 10012
T.212.254.5210
F.212.254.4523
www.wilkinsonarchitects.com
New York: Registered Architect 027917-1
Pennsylvania: Registered Architect 402561
National Council of Architectural Registration Board #52853
DOB Barcode
3/4" = 1'-0"
A-301.00
SECTION THROUGH REAR ADDITION
KASSIN RESIDENCE
1964 EAST 4TH STREET, BROOKLYN, NY 11223
3/4" = 1'-0"
1
SECTION THROUGH REAR ADDITION
3/4" = 1'-0"
2
DINING ROOM EAST WALL SECTION
No. Description Date
D.O.B.1 02.23.15
13 OF 23