HomeMy WebLinkAboutAPPROVED, DECK PLANS-48„
U"h railing see
6" x (." PT wooc
"h railing see sects
x 6" PT wood pos
SCOPE OF WORK:
- Add new deck to front of existing residence
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: NTH Edition and ASCE 1-10 for Wind Loading
Building Design is: Open Risk Category: II LUmd Speed: 160 mph ultimate
Mean Height: I.4" Roof Pitch: 0.00
Internal Pressure Coefficient: ±O.I8
Subjectability to damage from: Weathering: Negligible Termites: Veru Heav4
LUmd Velocity Pressure: +/- -40.5 PSF
LUmd Exposure Classification: B
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? Yes
Are Components an Cladding Details Provided? Yes
Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test:
psi
to post using cz) il:c
thru bolts at each post
Column (see floor plan)
(3) IOd nails
at 12" o.c.
BE,4M SFLICf NG DETAIL
scale I" = 1'-0"
See tgpical section
HGA10 w/ (8)
wood screws -
2" x 12" stringer
2" x tread
z,
Concrete Slab
Simpson HGA10 w/ (4) 1/4" x 2" tapcons
into slab and (4) 1/4" x 1.5" SDS wood
screws into stringers
5/4" x 6" PT Decking
on 2" x 8" Joists at 2-f"
2" x 8" SYP #2 PT
at 24" o.c.
Joists
M
Deck Stairs Detail
2" x 8" PT
wood cap
Provide Simpson LUS 28 Joist
hanger at end of joist with (10) 16d
nails into header and (�) IOd x 1-1/2"
nails into Joists
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Tgpical Section
Column Begond
5/4" x 6" PT Decking
2" x 8" SYP 42 PT Joists
at 24" o.c.
�" x �" PT wood post begond
I" x Riser
F - 3 0
Scab: 1" = 1'-0"
2" x 4" PT
Railing support
6" x 6" PT
wood post
Bolt (2) 2" x 8" PT wood beams
to post using (2) 1/2" thru—bolts
at each post
2" x 2" PT wood
pickets at 5" O.C.
attached with screws
to railing support
member
rade
Scale: 1" = 1'-0" Digitally signed by
/ Daniel R. Braden
Date: 2021.02.22
15:00:45-05'00'
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SHEET NO:
OF 2.
JOB NUMBER:
21-10
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