HomeMy WebLinkAboutPartial Site Plan5/4" x 6" Composite
Decking for Treads
2 x 12 pt. Stringers
at each side and —
center
Z-6" 4'-0"
(3) Treads at 10" Landing
Ledger to Joists
(2) H2.5A (5) 8d
to ledger (5) 8d
to Joists
2x6pt
riser, Typ.l (2) 2 x 6
\ /Film Joists
STEP DATA
(4) Risers at 7"
(3) Treads at 10"
38" Tall Handrail at
each side with vert.
at 4"o.c.
2 x 12 p.t. Stringers
at each side and —
center
Typical Handrail shall
be Type I and shall have J
a perimeter dimension of
at least 4" and not greater
than 6 1/411 with a max cross
section dimension of 2 1/4".
Edges shall have a min.
radius of .01 inch.
_ (2) 1/2' dia. thru
bolts with nut
\ _= and washers at
`2 x 6 == 4 x 4 pt. posts
joists 16"o.c.
(2) 2 x 6 pt. beams
�—Fasten to columns with
(2) 5/8" dia. thru bolts
with nut and washer
ler screw A
w
of the
2x4p
structure
Conc. t
4x4pt. posts
BU44 Post Base
> support
Ith 1/2" x 2 1/2"
wedge bolt to cons.
and (12) 16d
.2 x 4 p.t. ledger
fastened to conc.
with 1/4" x 3' Tapcons
12'oc.
Step Detail
scale: 3/4" e 1'-0"
Scope of Work
Self supporting raised frame
residential Landing & Steps
., ,0 ' �) 0:: <W
Project Name: Chaffin Residence
Street Address: Lot 795, Nettles island
City- Ft. Pierce
County: St. Lucie
State: Florida
Area Tabulation
Landing 14 s.f.
Steps 9 S.I.
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
EXISTING RESIDENCE
i
.100
�So
LMW
ZnE 1 -.1
.2 x 4 p.t. ledger
fastened to conc.
with 1/4" x 3' Tapcons
12'oc.
Step Detail
scale: 3/4" e 1'-0"
Scope of Work
Self supporting raised frame
residential Landing & Steps
., ,0 ' �) 0:: <W
Project Name: Chaffin Residence
Street Address: Lot 795, Nettles island
City- Ft. Pierce
County: St. Lucie
State: Florida
Area Tabulation
Landing 14 s.f.
Steps 9 S.I.
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
EXISTING RESIDENCE
i
.100
�So
LMW
ZnE 1 -.1
New Landing
and Steps
STEP DATA
(4) Risers at 6"
(2) 2 x 6
(3) Treads at 10"
Rim Joists
38' Tail Handrail at
each side with vent
16 1K
2 x 6
Floor Plan
at 4'oc.
2'-6"
4'-0' lasts 16"oa
scale: 1/4" = 17-0'
Framing Plan
scale: 1/4" = T-0"
1 1/2" min.
9
Alum Guardrails
Verticals 4'oa max
Style and Selection co
by Owner
Hand / Guardrail Detaii
scale: 1" = 1'-0"
I
l 8'-0"
EXISTING RESIDENCE
New Landing
and Steps
1
i
0/ Partial Site Plan
Iscale: 1/4' = 1'-0"
5th Edition Florida Building Code.
Residenial
5th Edition Florida Building Code:
Existing Buildings; Alteration Level 2
Floor Live Load: 50 p.s.ff.
Wind Speed: 170 MPH
Mond Importance Factor: 1.0
Building Category: I
Wind Exposure: C
Structure Designed: Open
Soil bearing capacity: 2000 p.s.f.
New Concrete: 2500# ps.i. min.
Guardrails & Handrails: 200 lb. Point Loading
Guardrail In Fill Components: 50 ibs. PLF
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drawn
&6
checked
8.1.
date
7/r//17
scale
as rated
job number
T7062
cheat
A-1