KASSIN TRELLIS

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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

1/4" = 1'-0"

A405.00

DECK & TRELLIS PLANS

KASSINEnter address here

No. Description Date

1/4" = 1'-0"1 DECK & TRELLIS FOUNDATION PLAN

1/4" = 1'-0"2 DECK & TRELLIS ROOF PLAN

CONSTRUCTION PLAN KEYNOTES

3

4

STEEL BEAM SEAT BASE ANCHOR CAST IN SONOTUBE FOOTING.

2

1

1-1/2x1-1/2x1/4 HALLOW STEEL TUBE WELDED TO 1/4" BASE PLATE ANCHORED TO SONOTUBECONCRETE FOOTING.

5 DOUBLE 2x10 ACQ BEAM.

6

2x10 ACQ WOOD BLOCKING.7

8

2x10 ACQ WOOD BEAM.

30"W x 48"L x 12"D 3,000 PSI POURED CONCRETE FOOTING.

12"Ø x 36" SONOTUBE 3,000 PSI POURED CONCRETE FOOTING. SEE ELEVATIONS ON SHEET A-200.

12' LONG 2x10 ACQ WOOD DECK JOISTS SISTERED TOGETHER.9

2x10 ACQ WOOD BRIDGING.10

IPE DECKING WITH ALTERNATING SIZING (1x6 & 1/2-1x6).

11

8' IPE COLUMN COMPRISED OF (2) IPE 2x6 WITH ACQ 2x2 POST IN BETWEEN.

12

8'-8" IPE COLUMN COMPRISED OF (2) 2x6 WITH 2x4 BLOCKING IN BETWEEN.

13

20' IPE HEADER COMPRISED OF (2) 2x10 WITH 2x4 BLOCKING IN BETWEEN. FOR EACH 20' LONG2x10 USE (2) 10' LONG 2x10 BEAMS BLOCKED TOGETHER WITH 2x4 TO ACHIEVE 20' LEGNTH.

14

15

HARDI PANEL CEMENT BOARD PANELS.16

2x4 RECYCLED PLASTIC LUMBER (RL-1) ROOF JOISTS @ 18" O.C.17

2x2 RECYCLED PLASTIC LUMBER (RL-1) PURLINS @24" O.C.18

RECYCLED PLASTIC LUMBER (RL-1) BLOCKING.19

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2x10 ACQ WOOD BAND JOIST STAINED TO MATCH DECK FINISH.

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6

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116

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3-1/2x1-1/2x1/4 HALLOW STEEL TUBE WELDED TO STEEL CONCEALED POST BASE.

1/4" = 1'-0"3 DECK & TRELLIS FLOOR PLAN

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PRICING 05.05.15

GALVANIZED 3-1/2x1-1/2x1/4 HALLOW STEEL TUBE ANGLE (2 TUBES MITERED AND SHOPWELDED) THROUGH BOLTED BETWEEN IPE COLUMNS AND HEADER BEAMS.

21 INFINITE ARTISAN BOWL FIRE PIT

22 3/4" GAS LINE TO FIRE PIT. EMERGENCY SHUT OFF LOCATED AT RESIDENCE.

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DOB Barcode

1/2" = 1'-0"

A406.00

DECK & TRELLIS ELEVATIONS



1/2" = 1'-0"1 North

1/2" = 1'-0"2 South

1/2" = 1'-0"3 East

1/2" = 1'-0"4 West

CONSTRUCTION PLAN KEYNOTES

3

4

STEEL BEAM SEAT BASE WITH ANCHOR CAST IN SONOTUBE FOOTING.

2

1

1-1/2x1-1/2x1/4 HALLOW STEEL TUBE WELDED TO 1/4" THICK STEEL BASE PLATE W/ ANCHOR BOLTCAST IN SONOTUBE CONCRETE FOOTING.

5 DOUBLE 2x10 ACQ BEAM.

6

2x10 ACQ WOOD BLOCKING.7

8

2x10 ACQ WOOD BEAM.

30"W x 48"L x 12"D 3,000 PSI POURED CONCRETE FOOTING.

12"Ø x 36" SONOTUBE 3,000 PSI POURED CONCRETE FOOTING. SEE ELEVATIONS ON SHEET A-200.

12' LONG 2x10 ACQ WOOD DECK JOISTS SISTERED TOGETHER.9

2x10 ACQ WOOD BRIDGING.10

IPE DECKING WITH ALTERNATING SIZING (1x6 & 1/2-1x6).

11

8' IPE COLUMN COMPRISED OF (2) IPE 2x6 WITH ACQ 2x2 POST IN BETWEEN.

12

8'-8" IPE COLUMN COMPRISED OF (2) 2x6 WITH HALLOW STEEL TUBES IN BETWEEN.

13

20' IPE HEADER COMPRISED OF (2) 2x10 WITH 2x4 BLOCKING IN BETWEEN. FOR EACH 20' LONG2x10 USE (2) 10' LONG 2x10 BEAMS BLOCKED TOGETHER WITH 2x4 TO ACHIEVE 20' LEGNTH.

14

15

HARDI PANEL CEMENT BOARD PANELS.16

2x4 RECYCLED PLASTIC LUMBER (RL-1) ROOF JOIST.17

2x2 RECYCLED PLASTIC LUMBER (RL-1) PURLIN.18

2x4 RECYCLED PLASTIC LUMBER (RL-1) BLOCKING.19

2x2 RECYCLED PLASTIC LUMBER (RL-1) BLOCKING.

2x10 ACQ WOOD BAND JOIST STAINED TO MATCH DECK FINISH.

20

3-1/2x1-1/2x1/4 HALLOW STEEL TUBE WELDED TO STEEL CONCEALED POST BASE.

1 12

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66

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GALVANIZED METAL STRAPPING.21

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PRICING 05.05.15

22 GALVANIZED 3-1/2x1-1/2x1/4 HALLOW STEEL TUBE ANGLE (2 TUBES MITERED AND SHOP WELDED)THROUGH BOLTED BETWEEN IPE COLUMNS AND HEADER BEAMS.

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22

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DOB Barcode

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AXONOMETRIC DIAGRAMS



1 NORTH AXON

2 SOUTH AXON

3 WEST AXON

4 EAST AXON

PRICING 05.05.15

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LBV SLOPED JOIST HANGER(TYP EACH ROOF JOIST)

THROUGH BOLTING(SEE ELEVATIONS)

3-1/2x1-1/2x3/16 HALLOW STEEL TUBE

(2) 2x6 IPE WOOD COLUMN(SEE ELEVATIONS)

(2) 2x10 IPE WOOD HEADER

3-1/2x1-1/2x3/16 HALLOW STEELTUBE BEYOND

1/4" CARRIAGE BOLTS (TYP @EACH PERLIN/JOIST CONNECTION)

2x4 RECYCLED PLASTIC LUMBER(RL-1) ROOF JOISTS @18" O.C.

2x2 RECYCLED PLASTIC LUMBER(RL-1) ROOF PURLINS @24" O.C.

RUBBER GASKET

1-1/2" LONG COUNTERSUNK GALVANIZEDMETAL SCREWS WITH CUP WASHER

HARDI PANEL CEMENT BOARD PANEL

1-1/2x1-1/2x1/4 HALLOW STEEL TUB WELDED TO1/4" THICK STEEL BASE PLATE

1/4" THICK STEEL BASE PLATE FASTENED WITH1/2" ANCHOR BOLT CAST IN PLACE

1/2" ANCHOR BOLT CAST IN SONOTUBE CONCRETE FOOTING

2x10 ACQ WOOD BEAMS

12"Ø x 36" SONOTUBE 3,000 PSI POURED CONCRETE FOOTING

2x6 IPE WOOD COLUMN

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As indicated

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DECK & TRELLIS SECTIONS & DETAILS



1/2" = 1'-0"1 Section 1

3" = 1'-0"2 Section 1 - Callout 1

3" = 1'-0"3 Section 1 - Callout 2

1/2" = 1'-0"4 Section 2

Documents

KASSIN TRELLIS