5
1 A403.00 1 A404.00 PROPERTY LINE PROPERTY LINE COMPACTED FILL BENEATH SLAB 1 A403.00 1 A404.00 20' - 0" 0' - 2" 0' - 2" 25' - 0" 3' - 0" 1 1 1 3 A402.00 4 1 2 3 PROPERTY LINE PROPERTY LINE 2 2 3 4 CEILING SOFFIT ABOVE ALIGN FINISHES FLOOR OUTLET (TYP OF 7) SLIDE ACTIVE PASSIVE 1 A403.00 1 A404.00 INSIDE FACE OF CMU BLOCK WALL REVERSE ROOF PITCH AWAY FROM CORNER REVERSE ROOF PITCH PAST EDGE TO MAIN EXTERIOR LIGHTING SWITCH WALL/PARTITION TYPE Fire Rating STC Rating 1 EXTERIOR KALWALL F.H. Non Fire Rated STC: 40-48 3 # 4" KALWALL SYSTEM 3x3x1/4" HSS COLUMN BEYOND FLOOR SLAB EXTERIOR CMU BLOCK WALL Fire Rating: 4HR (UL Design No. U910) STC: 40-48 2x6 IPE SLAT WALL 2 Fire Rating: 2HR (UL Design No. U905) STC: 51-56 1" THICK STONE SILL 2x6 IPE SLAT WALL T.O.W. ALIGN W/ PARAPET 12" INSULATED CMU BLOCK WALL W/ WIRE JOINT REINFORCING 5/8" FIRE RATED GWB UP TO U/S OF CEILING 1-5/8" METAL FURRING HAT CHANNEL @16" O.C. FLOOR SLAB EXTERIOR CMU BLOCK WALL STUCCO FINISH OVER EXPANDED METAL LATH ROPE LIGHT, CLEAR U- CHANNEL, & VALENCE ALONG WALL BASE INTERIOR EXTERIOR INTERIOR EXTERIOR U/S OF CEILING REINFORCING AS SCHEDULE 4 Fire Rating: 2HR (UL Design No. U905) STC: 51-56 12" CMU WALL W/ WIRE JOINT REINFORCING STUCCO FINISH OVER EXPANDED METAL LATH 12" CONCRETE FOOTING EXTERIOR CMU BLOCK WALL F.H. STUCCO FINISH OVER EXPANDED METAL LATH BUILT UP TO ALIGN WITH INTERIOR FINISH STONE PARAPET CAP REINFORCING AS SCHEDULE ROOF ASSEMBLY STEEL BEAM HANGER T.O. PARAPET WALL F.F. 10" CMU BLOCK W/ WIRE JOINT REINFORCING 5/8" FIRE RATED GWB UP TO U/S OF CEILING 3-5/8" 20GA METAL STUDS @16" O.C. FLOOR SLAB R15 BATT INSULATION STUCCO FINISH OVER EXPANDED METAL LATH 3-5/8" METAL TRACK INTERIOR EXTERIOR U/S OF CEILING STEEL REINFORCING AS SCHEDULE F.F. 3-5/8" METAL TRACK F.F. ROPE LIGHT, CLEAR U- CHANNEL, & VALENCE ALONG WALL BASE ROPE LIGHT, CLEAR U- CHANNEL, & VALENCE ALONG WALL BASE U/S OF CEILING FLASHING COUNTER FLASHING 3-1/2"x12" WOOD ROOF BEAMS @24" O.C. Scale: Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail ARCHITECTS 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 A400.00 GYM FOUNDATION, CONSTRUCTION, REFLECTED CEILING, AND FINISH PLANS KASSIN RESIDENCE Enter address here 1/4" = 1'-0" 1 DETACHED GARAGE FOUNDATION PLAN 1/4" = 1'-0" 2 DETACHED GARAGE FLOOR PLAN 1/4" = 1'-0" 3 DETACHED GARAGE ROOF PLAN CONSTRUCTION PLAN KEYNOTES 3 4 EXTERIOR MASONRY WALL. SEE WALL & PARTITION TYPES. 2 3,000 PSI POURED CONCRETE SLAB WITH 6X6 WELDED WIRE FABRIC REINFORCING OVER COMPACTED FILL. SEE WALL SECTIONS, SHEET A-301, AND FOUNDATION PLAN, SHEET S-101.00 1 18"x12" POURED CONCRETE HAUNCHED FOOTING. SEE SECTIONS ON SHEETS A-300 & A-301, AND FOUNDATION PLAN ON SHEET S-101.00 No. Description Date 4" VERTI-KALWALL. SEE MANUFACTURERS DETAILS. 5 2x6 IPE SLAT WALL. VERTICAL SLATS @6" O.C. FASTENED TO VERTI-KALWALL WITH WALL TIES. 6 3'W x 8'H FLUSH DOUBLE WOOD DOOR WITH TOP & BOTTOM BOLT LOCK. 7 4 PANEL SLIDING GLASS DOORS. SEE ELEVATIONS FOR DIMENSIONS. 8 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 PERIMETER WALLS. SIZE FOOTPRINT OF PAN TO CATCH ALL CONDENSATION FROM PRESSURE RELIEF VALVES. 1 1 2 3 3 4 4 3x3x1/4 HSS COLUMNS. 9 6 5 5 5 11 ROOF 3 FINISH. SEE EXTERIOR FINISH SCHEDULE 12 STONE PARAPET CAP. 11 11 12 12 5 6 WALL & PARTITION TYPES 8 7 10 5/8" T&G PLYWOOD SUBFLOOR WITH SCHEDULED FLOOR FINISH N N N 13 AC CONDENSOR MOUNTED ON STEEL BRACKETS WITH VIBRATION ISOLATION PADS. 10 14 12" CMU PILASTER WITH #3 REBAR REINFORCEMENT. HAUNCH FOOTING POINT LOAD OF COLUMN ABOVE POINT LOAD OF COLUMN ABOVE 12 15 3" COPPER RAIN LEADER. 16 UNDEGROUND DRAINAGE PIPING TO DRYWELL. 16 15 15 LOWERED FOOTING EXTENSION FLAT ROOF ROOF PITCH ROOF PITCH 17 AC CONDENSOR IN CEILNG SOFFIT. 17 18 TANKLESS HOT WATER HEATER IN CEILNG SOFFIT WITH ACCESS PANEL. 1/4" = 1'-0" 4 DETACHED GARAGE REFLECTED CEILING PLAN N 18 15 19 3/4" MDF PAINTED. NOTCH SLOTS FOR METAL STRAPING. 20 3/4" AZEK SOFFITS. 19 TYP 24 20 21 1" THICK AZEK FACIA BOARD. 21 21 21 STONE SILL 10 10 19 TYP 22 METAL STRAP BRIDGING 22 22 TYP 22 22 TYP 23 12" x 18" EQUIPMENT ACCESS PANEL IN CEILING SOFFIT. EQUIPMENT SOFFIT 23 23 24 STEEL ANGLE SUPPORT WELDED TO C10x15.3 CHANNEL HEADER AT CENTER. 25 SURFACE MOUNTED LIGHTING FIXTURE. 26 OUTDOOR RECESSED LIGHTING FIXTURE. 25 TYP 25 TYP 25 TYP 26 26 5 HAUNCH FOOTING HAUNCH FOOTING 11 11 PRICING 05.04.15 27 WATERPROOF DUPLEX OUTLET. 27

KASSIN GYM

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Page 1: KASSIN GYM

1

A403.00

1

A404.00

PROPERTY LINE

PR

OP

ER

TY

LIN

E

COMPACTED FILLBENEATH SLAB

1

A403.00

1

A404.00

20' - 0" 0' - 2"

0' -

2"

25' -

0"

3' -

0"

1

1

1

3

A402.004

1

2

3

PROPERTY LINE

PR

OP

ER

TY

LIN

E

2

2

34

CEILING SOFFIT ABOVE

ALIGN FINISHES

FLOOR OUTLET(TYP OF 7)

SLIDE

ACTIVE

PASSIVE

1

A403.00

1

A404.00

INSIDE FACE OFCMU BLOCK WALL

REVERSE ROOF PITCHAWAY FROM CORNER

REVERSEROOF PITCHPAST EDGE

TO MAIN EXTERIORLIGHTING SWITCH

WALL/PARTITION TYPEFire RatingSTC Rating

1 EXTERIOR KALWALL F.H.Non Fire RatedSTC: 40-48

3

#

4" KALWALL SYSTEM

3x3x1/4" HSS COLUMNBEYOND

FLOOR SLAB

EXTERIOR CMU BLOCK WALLFire Rating: 4HR (UL Design No. U910)STC: 40-48

2x6 IPE SLAT WALL

2 Fire Rating: 2HR (UL Design No. U905)STC: 51-56

1" THICK STONE SILL

2x6 IPE SLAT WALL

T.O.W.ALIGN W/ PARAPET

12" INSULATED CMUBLOCK WALL W/ WIREJOINT REINFORCING

5/8" FIRE RATED GWBUP TO U/S OF CEILING

1-5/8" METAL FURRINGHAT CHANNEL @16" O.C.

FLOOR SLAB

EXTERIOR CMU BLOCK WALL

STUCCO FINISH OVEREXPANDED METAL LATH

ROPE LIGHT, CLEAR U-CHANNEL, & VALENCEALONG WALL BASE

INTERIOR EXTERIOR

INTERIOR EXTERIOR

U/S OF CEILING

REINFORCING ASSCHEDULE

4 Fire Rating: 2HR (UL Design No. U905)STC: 51-56

12" CMU WALL W/ WIREJOINT REINFORCING

STUCCO FINISH OVEREXPANDED METAL LATH

12" CONCRETE FOOTING

EXTERIOR CMU BLOCK WALL F.H.

STUCCO FINISH OVEREXPANDED METAL LATHBUILT UP TO ALIGNWITH INTERIOR FINISH

STONE PARAPET CAP

REINFORCING ASSCHEDULE

ROOF ASSEMBLY

STEEL BEAM HANGER

T.O. PARAPET WALL

F.F.

10" CMU BLOCK W/ WIREJOINT REINFORCING

5/8" FIRE RATED GWBUP TO U/S OF CEILING

3-5/8" 20GA METALSTUDS @16" O.C.

FLOOR SLAB

R15 BATT INSULATION

STUCCO FINISH OVEREXPANDED METAL LATH

3-5/8" METAL TRACK

INTERIOR EXTERIOR

U/S OF CEILING

STEEL REINFORCINGAS SCHEDULE

F.F.

3-5/8" METAL TRACK

F.F.

ROPE LIGHT, CLEAR U-CHANNEL, & VALENCEALONG WALL BASE

ROPE LIGHT, CLEAR U-CHANNEL, & VALENCEALONG WALL BASE

U/S OF CEILING

FLASHING

COUNTER FLASHING

3-1/2"x12" WOOD ROOF BEAMS @24" O.C.

Scale:

ConsultantAddressAddressPhoneFaxe-mail

ConsultantAddressAddressPhoneFaxe-mail

ARCHITECTS PLLC648 Broadway / Suite 402, New York, NY 10012T.212.254.5210F.212.254.4523

www.wilkinsonarchitects.com

New York: Registered Architect 027917-1Pennsylvania: Registered Architect 402561

National Council of Architectural Registration Board #52853

DOB Barcode

As indicated

A400.00

GYM FOUNDATION, CONSTRUCTION,REFLECTED CEILING, AND FINISH PLANS

KASSIN RESIDENCEEnter address here

1/4" = 1'-0"1 DETACHED GARAGE FOUNDATION PLAN

1/4" = 1'-0"2 DETACHED GARAGE FLOOR PLAN

1/4" = 1'-0"3 DETACHED GARAGE ROOF PLAN

CONSTRUCTION PLAN KEYNOTES

3

4

EXTERIOR MASONRY WALL. SEE WALL & PARTITION TYPES.

2 3,000 PSI POURED CONCRETE SLAB WITH 6X6 WELDED WIRE FABRIC REINFORCING OVERCOMPACTED FILL. SEE WALL SECTIONS, SHEET A-301, AND FOUNDATION PLAN, SHEET S-101.00

1 18"x12" POURED CONCRETE HAUNCHED FOOTING. SEE SECTIONS ON SHEETS A-300 & A-301, ANDFOUNDATION PLAN ON SHEET S-101.00

No. Description Date

4" VERTI-KALWALL. SEE MANUFACTURERS DETAILS.

5 2x6 IPE SLAT WALL. VERTICAL SLATS @6" O.C. FASTENED TO VERTI-KALWALL WITH WALL TIES.

6

3'W x 8'H FLUSH DOUBLE WOOD DOOR WITH TOP & BOTTOM BOLT LOCK.7

4 PANEL SLIDING GLASS DOORS. SEE ELEVATIONS FOR DIMENSIONS.8

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 PERIMETER WALLS.SIZE FOOTPRINT OF PAN TO CATCH ALL CONDENSATION FROM PRESSURE RELIEF VALVES.

1

1

2

3

3

4

4

3x3x1/4 HSS COLUMNS.

9

6

5

5

5

11 ROOF 3 FINISH. SEE EXTERIOR FINISH SCHEDULE

12 STONE PARAPET CAP.

11

11

12

12

56

WALL & PARTITION TYPES

8

7

10 5/8" T&G PLYWOOD SUBFLOOR WITH SCHEDULED FLOOR FINISH

N N N

13 AC CONDENSOR MOUNTED ON STEEL BRACKETS WITH VIBRATION ISOLATION PADS.

10

14 12" CMU PILASTER WITH #3 REBAR REINFORCEMENT.

HAUNCH FOOTING

POINT LOAD OFCOLUMN ABOVE

POINT LOAD OFCOLUMN ABOVE

12

15 3" COPPER RAIN LEADER.

16 UNDEGROUND DRAINAGE PIPING TO DRYWELL.

161515

LOWERED FOOTING EXTENSIONFLAT ROOF

ROOF PITCH

ROOF PITCH

17 AC CONDENSOR IN CEILNG SOFFIT.

17

18 TANKLESS HOT WATER HEATER IN CEILNG SOFFIT WITH ACCESS PANEL.

1/4" = 1'-0"4

DETACHED GARAGE REFLECTEDCEILING PLAN

N

18

15

19 3/4" MDF PAINTED. NOTCH SLOTS FOR METAL STRAPING.

20 3/4" AZEK SOFFITS.

19TYP

24

20

21 1" THICK AZEK FACIA BOARD.

21

21

21

STONE SILL

10

10

19TYP

22 METAL STRAP BRIDGING

22

22TYP

22

22TYP

23 12" x 18" EQUIPMENT ACCESS PANEL IN CEILING SOFFIT.

EQUIPMENT SOFFIT 2323

24 STEEL ANGLE SUPPORT WELDED TO C10x15.3 CHANNEL HEADER AT CENTER.

25 SURFACE MOUNTED LIGHTING FIXTURE.

26 OUTDOOR RECESSED LIGHTING FIXTURE.

25TYP

25TYP

25TYP

26 26

5

HAUNCH

FOOTING

HAUNCH

FOOTING

11

11

PRICING 05.04.15

27 WATERPROOF DUPLEX OUTLET.

27

Page 2: KASSIN GYM

T.O. FLOOR0' - 3"

T.O. ROOF11' - 4"

B.O. BEAM10' - 0"

T.O. FOOTING-0' - 3"

1

A403.00

T.O. PARAPET13' - 0"

BASE PLANE0' - 4"

STUCCO FINISH

PR

OP

ER

TY

LIN

E

T.O. FLOOR0' - 3"

T.O. ROOF11' - 4"

B.O. BEAM10' - 0"

T.O. FOOTING-0' - 3"

1

A404.00

T.O. PARAPET13' - 0"

BASE PLANE0' - 4"

STUCCO FINISH

PR

OP

ER

TY

LIN

E

T.O. FLOOR0' - 3"

T.O. ROOF11' - 4"

B.O. BEAM10' - 0"

T.O. FOOTING-0' - 3"

1

A403.00

T.O. PARAPET13' - 0"

BASE PLANE0' - 4"

FIXED FIXED

TOP & BOTTOMBOLT LOCK

PR

OP

ER

TY

LIN

E

STUCCOFINISH

T.O. FLOOR0' - 3"

T.O. ROOF11' - 4"

B.O. BEAM10' - 0"

T.O. FOOTING-0' - 3"

1

A404.00

T.O. PARAPET13' - 0"

BASE PLANE0' - 4"

SLIDE SLIDE

PR

OP

ER

TY

LIN

E

Scale:

ConsultantAddressAddressPhoneFaxe-mail

ConsultantAddressAddressPhoneFaxe-mail

ARCHITECTS PLLC648 Broadway / Suite 402, New York, NY 10012T.212.254.5210F.212.254.4523

www.wilkinsonarchitects.com

New York: Registered Architect 027917-1Pennsylvania: Registered Architect 402561

National Council of Architectural Registration Board #52853

DOB Barcode

1/2" = 1'-0"

A401.00

GYM EXTERIOR ELEVATIONS

KASSIN RESIDENCEEnter address here

1/2" = 1'-0"2

DETACHED GARAGE EXTERIORELEVATION - NORTH

1/2" = 1'-0"3

DETACHED GARAGE EXTERIORELEVATION - WEST

1/2" = 1'-0"1

DETACHED GARAGE EXTERIORELEVATION - SOUTH

1/2" = 1'-0"4

DETACHED GARAGE EXTERIORELEVATION - EAST

No. Description Date

PRICING 05.04.15

Page 3: KASSIN GYM

1

A404.00

MIRROR

GWB SOFFIT

AIR REGISTERS

EQ 2 EQ 2 2' - 0"

9' -

9"

GWB

CEILING MOUNTED TV

ALIGN

1

A404.00

SLIDE SLIDE

GWB GWB

8' -

0"

1' -

9 5

/8"

0' -

6 3

/8"

10' -

4"

1

A403.00

9' -

9 5

/8"

CEILING MOUNTED TV

2' - 0" EQ 1 EQ 1 EQ 1 EQ 1

1

A403.00

FIXEDFIXED

GWBTOP & BOTTOMBOLT LOCK

1' -

8 7

/8"

8' -

0 3

/4"

1' -

9 5

/8"

8' -

0"9'

- 9

5/8

"

Scale:

ConsultantAddressAddressPhoneFaxe-mail

ConsultantAddressAddressPhoneFaxe-mail

ARCHITECTS PLLC648 Broadway / Suite 402, New York, NY 10012T.212.254.5210F.212.254.4523

www.wilkinsonarchitects.com

New York: Registered Architect 027917-1Pennsylvania: Registered Architect 402561

National Council of Architectural Registration Board #52853

DOB Barcode

1/2" = 1'-0"

A402.00

GYM INTERIOR ELEVATIONS

KASSIN RESIDENCEEnter address here

No. Description Date2 PRICING REVISION 1 6/10/15

1/2" = 1'-0"1

DETACHED GARAGE INTERIORELEVATION - WEST

1/2" = 1'-0"3

DETACHED GARAGE INTERIORELEVATION - EAST

1/2" = 1'-0"2

DETACHED GARAGE INTERIORELEVATION - NORTH

1/2" = 1'-0"4

DETACHED GARAGE INTERIORELEVATION - SOUTH

MIRROR

GWB

PRICING 05.04.15

Page 4: KASSIN GYM

1

A404.00

2x6 IPE SLAT WALL

4" VERTI-KALWALL

3x3x1/4 HSS COLUMN

1" THICK STONE SILL

12"x12" CONCRETE HAUNCHED FOOTINGWITH SCHEDULED REINFORCEMENT

3,000 PSI POURED CONCRETE SLAB WITH6x6 WELDED WIRE FABRIC REINFORCING

3" RIGID INSULATION

COMPACTED FILL

6x6x3/8 STEEL ANGLE

3-1/2x15 WOOD ROOF BEAM3-1/2x15 WOOD ROOF BEAM 24"O.C.

STEEL BEAM HANGER

RIM JOIST WITH MORTISED WALL CLIP

1" THICK AZEK FACIA

COIL STOCK DRIP EDGE

(2) LAYERS OF 3/4" PLYWOOD

ROOF FINISH AS SCHEDULED

2x6 IPE SLAT WALL

CMU BLOCK WALL WITH STEEL REINFORCING

3-5/8" 20GA METAL STUDS @ 16"O.C.

STUCCO FINISH OVER EXPANDED METALLATH FASTENED TO BLOCK WALL

R-15 BATT INSULATION

3-5/8" 20GA CONTINUOUS METAL TRACK

5/8" GYPSUM WALL BOARD

OPEN CELL SPRAY FOAM INSULATION

1/2" MDF BETWEEN ROOF BEAMS

STUCCO FINISH OVER EXPANDED METALLATH FASTENED TO BLOCK WALL

STEEL BEAM HANGER

3-5/8" 20GA STEEL RUNNER

MORTAR

STONE PARAPET CAP PITCHED INWARD

(2) LAYERS OF 3/4" PLYWOOD

WOOD BLOCKING

(2) LAYERS OF 3/4" PLYWOOD

2x4 WOOD BLOCKING BEYOND

FLASHING & COUNTERFLASHING

3x3x1/4 STEEL ANGLE

C10x15.3 STEEL CHANNEL

12"x12" CONCRETE HAUNCHED FOOTINGWITH SCHEDULED REINFORCEMENT

3" RIGID INSULATION

Scale:

ConsultantAddressAddressPhoneFaxe-mail

ConsultantAddressAddressPhoneFaxe-mail

ARCHITECTS PLLC648 Broadway / Suite 402, New York, NY 10012T.212.254.5210F.212.254.4523

www.wilkinsonarchitects.com

New York: Registered Architect 027917-1Pennsylvania: Registered Architect 402561

National Council of Architectural Registration Board #52853

DOB Barcode

3/4" = 1'-0"

A403.00

GYM SECTION NORTH/SOUTH

KASSIN RESIDENCEEnter address here

No. Description Date

3/4" = 1'-0"1

DETACHED GARAGE SECTION -EAST/WEST

PRICING 05.04.15

Page 5: KASSIN GYM

1

A403.00

TOP & BOTTOMBOLT LOCK

FIXEDFIXED MECH SOFFIT

GWB

MECHANICALACCESS PANEL

CMU BLOCK WALL WITH STEEL REINFORCING

3-5/8" 20GA METAL STUDS @ 16"O.C.

3x3x1/4 HSS COLUMN

3-5/8" 20GA CONTINUOUS METAL TRACK

12"x12" CONCRETE HAUNCHED FOOTINGWITH SCHEDULED REINFORCEMENT

3,000 PSI POURED CONCRETE SLAB WITH6x6 WELDED WIRE FABRIC REINFORCING

3" RIGID INSULATION

STUCCO FINISH OVER EXPANDED METALLATH FASTENED TO BLOCK WALL

MORTAR

2"STONE PARAPET CAP PITCHED INWARD

(2) LAYERS OF 3/4" PLYWOOD

WOOD BLOCKING

FLASHING & COUNTER FLASHING

4" VERTI-KALWALL

COMPACTED FILL

5/8" GYPSUM WALL BOARD

R-15 BATT INSULATION

3-1/2x15 WOOD ROOF BEAM

3-5/8" 20GA METAL STUDS @ 16"O.C.

3-5/8" 20GA METAL TRACK

3-1/2x15 WOOD ROOF BEAM

RIM JOIST

1" THICK AZEK FACIA

1/2" MDF

(2) LAYERS OF 3/4" PLYWOOD

ROOF FINISH AS SCHEDULED

2x6 WOOD SLAT WALL

WOOD BLOCKING

OPEN CELL SPRAY FOAM INSULATION

STUCCO FINISH OVER EXPANDED METALLATH FASTENED TO BLOCK WALL

3-1/2x15 WOOD ROOF BEAM

FIXED GLASS TRANSOM WINDOW

SLIDING GLASS DOOR

1/2" MDF BETWEEN ROOF BEAMS

AIR REGISTER

5/8" GYPSUM WALL BOARD

5/8" GYPSUM WALL BOARD

3x3x1/4 STEEL ANGLE

C10x15.3 STEEL CHANNEL HEADER

5/8" GYPSUM WALL BOARD

ROOF FINISH AS SCHEDULED

12"x12" CONCRETE HAUNCHED FOOTINGWITH SCHEDULED REINFORCEMENT

3" RIGID INSULATION

ROPE LIGHT RL-2 WITH VALENCE

WATERPROOF DUPLEX ON MAIN EXT SWITCH

Scale:

ConsultantAddressAddressPhoneFaxe-mail

ConsultantAddressAddressPhoneFaxe-mail

ARCHITECTS PLLC648 Broadway / Suite 402, New York, NY 10012T.212.254.5210F.212.254.4523

www.wilkinsonarchitects.com

New York: Registered Architect 027917-1Pennsylvania: Registered Architect 402561

National Council of Architectural Registration Board #52853

DOB Barcode

3/4" = 1'-0"

A404.00

GYM SECTION EAST/WEST

KASSIN RESIDENCEEnter address here

No. Description Date

3/4" = 1'-0"1

DETACHED GARAGE SECTION -NORTH/SOUTH

PRICING 05.04.15