This document contains architectural plans for a deck and trellis structure including foundation plans, floor plans, elevations, sections, and construction details. Key elements include an Ipe wood deck supported by steel and concrete footings, a trellis roof structure with plastic lumber components, and a fire pit. Dimensions and materials are specified along with 22 numbered notes identifying construction elements.

1. 32'-0"
20' - 0"
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PROPERTY LINE
HOT TUBHOT TUB
OUTDOOR PATIO
RESIDENCE
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PROPERTY LINE
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4
2
HOT TUB
OUTDOOR PATIO
RESIDENCE
1
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4
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PROPERTY LINE
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
1/4" = 1'-0"
A405.00
DECK & TRELLIS PLANS
KASSIN
Enter 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 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 2x4 BLOCKING IN BETWEEN.
13
20' IPE HEADER COMPRISED OF (2) 2x10 WITH 2x4 BLOCKING IN BETWEEN. FOR EACH 20' LONG
2x10 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
1
1
1
2
3
3
3
4 4 4
8888
5
5
6
6 7
6
6 7
1
11
9
2x10 ACQ WOOD BAND JOIST STAINED TO MATCH DECK FINISH.
20
10
11
10
11
1
9
12
12
16
18
6
6
11
6
6
17
15
3-1/2x1-1/2x1/4 HALLOW STEEL TUBE WELDED TO STEEL CONCEALED POST BASE.
1/4" = 1'-0"
3
DECK & TRELLIS FLOOR PLAN
4
8
6 7
4
1
4
8
6 7
5
14
13
20
17
N N N
14
13
16
18
8TYP
TYP
TYP
TYP
15
20
TYP
TYP
TYP
1
1
2
3
3
3
13 13
PRICING 05.05.15
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.
21 INFINITE ARTISAN BOWL FIRE PIT
22 3/4" GAS LINE TO FIRE PIT. EMERGENCY SHUT OFF LOCATED AT RESIDENCE.
7
21
(ABOVE)
21
22
5
EMERGENCY
GAS SHUT OFF
AT RESIDENCE

2. PROPERTYLINE
7'-111/4"
9'-43/4"
4
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PROPERTYLINE
9'-41/2"
9'-51/4"
4
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1
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1
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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
1/2" = 1'-0"
A406.00
DECK & TRELLIS ELEVATIONS
KASSIN
Enter address here
No. Description Date
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 BOLT
CAST 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' LONG
2x10 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 1
2
34
66
5
8
11
12
13
20
21
GALVANIZED METAL STRAPPING.21
16
17
15
14
18
9TYP
TYP
TYP
TYP
TYP
TYP
TYP
1
1
2
3 4
6 6
5
8
11
12
13
20
21
16
17
15
14
18
9 TYP
TYP
TYP
TYP
TYP
TYP
TYP
3TYP
1112
9 TYP
5TYP 2
1
11
13
14
12
15
8
18
16
6
2
1
11
13
14
12
8
16
5
21TYP
TYP
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.
22
22
TYP
TYP
TYP
TYP

3. 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
A407.00
AXONOMETRIC DIAGRAMS
KASSIN
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No. Description Date
1
NORTH AXON
2
SOUTH AXON
3
WEST AXON
4
EAST AXON
PRICING 05.05.15

4. 4
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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 STEEL
TUBE 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 GALVANIZED
METAL SCREWS WITH CUP WASHER
HARDI PANEL CEMENT BOARD PANEL
1-1/2x1-1/2x1/4 HALLOW STEEL TUB WELDED TO
1/4" THICK STEEL BASE PLATE
1/4" THICK STEEL BASE PLATE FASTENED WITH
1/2" 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
1
A408.00
0'-10"0'-10"0'-10"0'-41/2"
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
A408.00
DECK & TRELLIS SECTIONS & DETAILS
KASSIN
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No. Description Date
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