HomeMy WebLinkAboutApproved PlansFloor Plan
scale: 1/4" = 1'-0"
2'-6"
(3) Treads at 10"
(2) 2 x 4 p.t.
ledger screw
to support —
structure
Line ofthe
Existing Conc.
Parking Area 2 x 4 p.C. ledger
fastened to cone.
with 1/4" x 3'I Tapcons
12"o.c.
Step Detail
scale: 3/4" = 1'-0"
Open Risers
1. Nosing
�— Typi cal
5/4" x 6" Composite
Decking for Treads
2 x 12 p.t. Stringers
at each side and
center
STEP DATA
(4) Risers at 6 3/4"
(3) Treads at 10"
38" Tall Handrail at
each side with vert.
at 4"o. c.
U
-o
_•
F.F.E.
(2) 2 x 8 p.t. beams -
Fasten to columns with
(2) 5/8" dia. tlaru bolts
with rail and washer
4 x 4 ti column
Concrete Set
5/4" x 6" Composite
Decking screwed to -
Joists with 1/8" spacing
Verticals 4"o.e. max.
Style and Selection
by Owner
4x4p.t.
60"o.c. max.
q
2)2x6
Rim Joists
FFE _ 2'-3"
(2) 1/2" dia.thru
2 x 6 bolts with not
Joists 16"o.c and washers at
4 x 4 p.t. intermediate
posts along railing
Grade
Ledger to Joists
(2) H2.5A (5) Sd
to ledger (5) 8d
to Joists
4 x 4 p.t. colutnn
Concrete Set
Typical Section
— ---
- - - �- 0.00'
(2) 2 x 8 p.l. be
Fasten to columns with
(2) 5/8" dia, thru bolts
with nut and washer
4 x 4 p.I. column N
Concrete Set
ALL HARDWARE SHALL
BE GALVANIZED
Framing Plan
scale: 1/4" = F -0j1
Scope of Work
New self supportin; raised frame
residential deck with railing
Proiect Data
Project Name: Richard Murray
Street Address: Lot 774, Nettles Island
City: Ft. Pierce
County: St. Lucie
State: Florida
Area Tabulation
Deck 267
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
Building Code
5th Edition Florida Building Code:
Residenial
5th Edition Florida Building Code:
Existing Buildings: Alteration Level 2
Design Loads
Floor Live Load: 50 p.s.f.
Wind Speed: 170 MPH
Wind Importance Factor: 1.0
Building Category: I
Wind Exposure: B
Structure Designed: Open
Soil bearing capacity: 2000 p.s.f.
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to N"WA, 'Nand
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Site Plan
scale: 1/8" = F-0"
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2 x 12 p.t. Stringers
at each side and
center
STEP DATA
(4) Risers at 6 3/4"
(3) Treads at 10"
38" Tall Handrail at
each side with vert.
at 4"o. c.
U
-o
_•
F.F.E.
(2) 2 x 8 p.t. beams -
Fasten to columns with
(2) 5/8" dia. tlaru bolts
with rail and washer
4 x 4 ti column
Concrete Set
5/4" x 6" Composite
Decking screwed to -
Joists with 1/8" spacing
Verticals 4"o.e. max.
Style and Selection
by Owner
4x4p.t.
60"o.c. max.
q
2)2x6
Rim Joists
FFE _ 2'-3"
(2) 1/2" dia.thru
2 x 6 bolts with not
Joists 16"o.c and washers at
4 x 4 p.t. intermediate
posts along railing
Grade
Ledger to Joists
(2) H2.5A (5) Sd
to ledger (5) 8d
to Joists
4 x 4 p.t. colutnn
Concrete Set
Typical Section
— ---
- - - �- 0.00'
(2) 2 x 8 p.l. be
Fasten to columns with
(2) 5/8" dia, thru bolts
with nut and washer
4 x 4 p.I. column N
Concrete Set
ALL HARDWARE SHALL
BE GALVANIZED
Framing Plan
scale: 1/4" = F -0j1
Scope of Work
New self supportin; raised frame
residential deck with railing
Proiect Data
Project Name: Richard Murray
Street Address: Lot 774, Nettles Island
City: Ft. Pierce
County: St. Lucie
State: Florida
Area Tabulation
Deck 267
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
Building Code
5th Edition Florida Building Code:
Residenial
5th Edition Florida Building Code:
Existing Buildings: Alteration Level 2
Design Loads
Floor Live Load: 50 p.s.f.
Wind Speed: 170 MPH
Wind Importance Factor: 1.0
Building Category: I
Wind Exposure: B
Structure Designed: Open
Soil bearing capacity: 2000 p.s.f.
9� `Allart00 alon-1 •1S
to N"WA, 'Nand
SOz E 1833
.f®J.L EJ
Site Plan
scale: 1/8" = F-0"
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I HESE PLANS AND ALL PROPOSED WOi
ARE SUBJECT MANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THA
MAY BE NECESSARYANDFIDERTO
CO"WR'H ALL APPLICALE'COOE;
-4no'- cw
ST. LUCIF COUNTY PIJILpTNC— DIVISION
RFVTF`X.FE�D FOR LLANCE
DATE
PLAINS AND PERMIT MUST BE KEpT ON,
OR NO INSPECTION WILL BE V"AI7 b,
n
OR ATTACHMENTS
NUN OF THE
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checked
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date
2/7/17
scale
as noted
job number
17010
sheet
A-1