HomeMy WebLinkAboutPLANSREPAIRED STAIRS SHALL
NOT CONNECT TO EXISTING
RESIDENCE
ST,41R FL�4N
2" x 2"
2"x2" P
pickets
2"
2" x 4" of rail
IV
UJood iZailin
EXISTING
SIDE ELEVATION
in
Stair Info:
5 risers at 6 13/16" high
4 Treads at 11' deep
SCALE 1/2" = 1'-0"
4" x 4" PT
Detail
scale 1/2"=l'
SCOFF. OF LORK:
- RF-FAIR EXISTING STAIRS
S�4CK TO NEW CONDITION
— NO NEL ELECTRIC
NO NEW MEC�-1,4NICAL
— NO NEW RLUMBING
Bolt handrail tsee rail detail on this sheet
o post
through sppacer using
3/8" x 5" lag screw
with washer in predrilled
hole
4" x 4" PT wood post
2" x 6" PT graspable i
type II handrail 2" x 2 " x 3.5"L
ELEVATION
4" x 4" PT wood p;
2" x 2"x 3.5"L
" x 6" PT graspable
PLAN VIEW type II handrail
Handrail Termination Detail
SCALE: 1/4" = 1'-0"
FRONT ELEVATION
2" x 6" PT cking
screwed to iois using
(2) 410 x 3" wo —
screws
2" x 6" joists at
26" o.c, max — ---
Bolt posts to outside
joist using (1) 1/2" thrubolt
Attach all posts to slab using
Simpson ABU 44 post base with
one 5/8" x 4" Expansion anchor
into slab and filling all nail holes
with 16d nails
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: 5TH Edition and ASCE 1-10 for Wind Loading
Building Design Is: Enclosed Risk Category: II Wind Speed: 165 mph ultimate
Mean Roof Height: 15'-0" Roof Pitch: 6:2
Internal Pressure Coe icient: ±0.18
Subjectabilitg to damage from: Weathering: Negligible Termites: Vertu Heavy
Width of Roof End Zone:
Wind Exposure Classification: C
Adjustment factor for Exposure Height Using Allowable Stress Design and
Load Combination per ASCE 7-10 Section 2.4 DL+LL; DL+O.6WL; 0.61DL+0.6WL
Exp Height Ad j Factor: 1.21 x Load Combo Factor 0.4 = 0.126 applied below
Components III Cladding Wind Pressure (NET) Roof Zone: 1. +21.0/-33.0 psf
Roof Zone: 2. +21.0/-51.0 psf
Roof Zone: 3. +21.0/-84.0 psf
Components @ Cladding Wall End Zone Width; 5'-6"
Components t Cladding Wind Pressure (NET) Wall Zone: 4. +34.0/-39.0 psf
Wall Zone: 5. +36.0/-48.0 psf
Components i Cladding Wind Pressure (NET) on Garage Door: +31.0/-38.0 psf
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
This Building Shall Have the Following:
APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER:
r
OF LESS
i nnm AnA PITCH
HIP ROOF 2:12
TO 4i12 PITCH
GABLE ROOF FROM
2:12 TO 12:12 PITCH
I� = Roof Zone I EE9 = Roof Zone 2 = Corner Zones
Walla Zone 4 Walls Zone 5 Roof Zone 3
END ZONE
FORM 100 ONLY APPLIES TO NEW STAIRS - EXISTING RESIDENCE TO REMAIN UNTOUCHED
4" x 4" PT wood posts
N
2" x PT guardrail
rsee detail on this sheet
II" 1
2" x pt riser and tread
Bolt stringer to post using
(1) 1/2" dia. thrubolt
m
L
STAIR SECTION
I" nosing required
Add Simpson HGA10
strap filling all holes with
1/4' x 3" SIDS wood screws
(2) 2" x 6" SYP PT
ledger screwed to post using
(3) U10 x 3" SDS wood
screws in each board end
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
RECEIVED
APR 17 2019
ST. Lucie County, Permitting
SCANNED
BY
St. Lucie County
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JOB DUMBER:
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19-17
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o�lEL R. F� 2%
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AR 9770
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
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