HomeMy WebLinkAboutPROJECT INFORMATIONTypical Handrail shall
be Type I and shall have
a pentneter dimension of
at least 4" and not greater
than 6 IA" with a max. crc
section dimension of 2 1/4
Edges shall have a min.
radius of.01 inch.
(2)2x4p.t.
ledger screw
to support
structure —
Line of the
Existing Cone.
36" tall
guardrails
with vertical!
4"o, c.
w
,o
n. Railings
icals 4"o.c. nu
e and Selectim
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Handrail Detail
scale: 1" _ '1'-O"
3'-4" 1' Nosing
(4) Treads at 10" Typical
2 x 4 p.t. ledger J
fastened to cone.
with 1/4" x 3" Tapeons
12"o.c.
Step Detail
scale: 3/4" = l'-O"
2 x 6 p.t.
riser, Typ.
5/4" x 6" Composite
Decking for Treads
r—
H x
2 x 12 p.t. Stringers
at each side and
center
STEP DATA
(5) Risers at 7.4"
(4) Treads at 10"
Total Rise 37"
38" `fall Handrail at
one ride with vert.
at 4" o.c.
a
;n
Alum. Railings
Verticals 4"o.c. max.
Style and Selection
b}Owner
(2)2x6
Rim Joists
FEE _
LUS26 Hanger
(4) 1 Od to Beam
(4) 1 Od to Joist
4x 4p.t.
column -
LUS26 Hanger
(4) 1 Od to Beam
(4) 1 Od to Joist
'typical
<2/x6
STEP DATA
(5) Risers at 7.4"
(4) Treads at 10"
Total Rise 37"
38" Tall Handrail at
one side with vert.
at 4"o.c.
Framing Plan
scale: 1/2" — 1'-0"
Composite 5/4" x 6"
Decking clipped to
Joists with 1/8" spacing
between
Ledger to Joists
(2) H2.5A (5) 8d
to ledger (5) 8d
to Joists
(2) 2 x 6 p.t. beams
Fasten to columns with
(2) 5/8" dia. then Solis 1
with not and washer
(I) 2 x 6 p.t. beam
Fasten to columns with
(2) 5/8" dia. thru bolts
with nut and washer
ALL HARDWARE SHALL
BE GALVANIZED Line of the
Existing Cone.
Typical Section
— — F.F.E.
ABU44 with (1) 5/8" dia.
Wedge Bolt 3" long and
(12) 16d (Typ. Base)
4x�Cyco
1941�
Scope of Work
New Self supporting raised frame
residential deck with railing
Project Data
Project Name: T.B.D.
Street Address: Lot 859, Holiday Out
City: Ft. Pierce
County: St. Lucie
State: Florida
Area Tabulation
New Deck 48 s.f.
Building Code
2017 Florida Building Code:
Residenial
2017 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: C
Structure Designed: Open
Soil bearing capacity: 2000 p.s.f.
Guardrails & Handrails: 200 lb. Point Loading
Guardrail In Fill Components: 50 lbs. PLF
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
ICE Copy
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Site Plan
scale: 118" = 1'-0"
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S BY ED
St hurpp. rnnm,
drawn
s.l.
checked
,.I.
date
6/12/18
scale
as no ed
job number
18043
sheet
A-1