HomeMy WebLinkAboutFRAMING DETAILSCANNED
BY
; St Lude County
rREVIEWED
IE COUNTY
G DIVISION
F, IEWED
LI E
ANO PEREPT ON JOB OR
Tdppcon bucks to wall using ON WILL BE MADE
I/9" dia, x 3" tapcons at
12" o.c. a" from corners
Strap end stud to PT frame using
Simpson SP8 strap with (U IOd
x 1 1/2" nails In each strap
STING/ LINTEL
Strap studs to PT frame using
Simpson H2.5 strap with (10) 8d
nails In each strap
verify with door
Manufacturer i
Nall 5/8' CDX plywood to exterior
2" x e" studs with aide of opening using IOd ring shank
R-19 baits insulation ails at L' o.c. field and edges.
between eachzzilr�Flnleh with stucco to match existing
Existing CBS wall to rem
Strap and stud to PT frame using L
Simpson SP8 strap with (L) IOd
x 1 1/2' nails In each strap
REDUCED OPENING
FRAMING DETAIL
Scale: 1/2" = 1'-0"
Tap con
2" x 8" PT wood
framing around perimeter of
opening and attach using (2)
I/e x 3" tapocna at 24" o.c. may -
Attach PT Plate to slab
using 1/2" dla. x 5" exp. anchor
Strap studs to PT frame uNng
Simpson H2.5 strap with (10) 8d
nails In each strap
PERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: 5TH Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Categorg: II Wind Speed: 140 mph ultimate
1
Mean Roof Height: II'-8" Roof Pitch: 3:12
Internal Pressure Coeliicient: ±0.18
LL
Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heav4
Width of Roof End Zone: 5'-4"
Wind Exposure Classification: B
Adjustment factor for Exposure Height Using Allowable Stress Design and
€ FLAT ROOF i�°irc�i
Load Combination per ASCE 1-10 Section 2A DL+LL; DL+O.LWL; O.LDL+O.LWL
Exp Height Ad j Factor: 1.00 x Load Combo Factor 0.4 = 0.4 applied below
Components E Cladding Wind Pressure (NET) Roof Zone: I. +14.0/-2w.0 psf
Roof Zone. 2. +I4.0/-45.0 psf
Roof Zone: 3. +I9.0/-44.0 psf
Components 4 Cladding Wall End Zone Width:
Components d Cladding Wind Pressure (NET) Wall Zone: 4. +28.0/-30.0 psf
Wall Zone: S. +28.0/-38.0 psf
I` €
Components It Cladding Wind Pressure (NET) on Garage Door: N/A psf
Shear Walls Considered for Structure? Yes
= GABLE ROOF LESS " GABLE ROOF FROM
Continuous Load Path Provided? Yes
THAN 2:12 PITCH 2:12 TO 12:12 PITCH
Are Components an Cladding Deter Provided? Yes
Minimum Soil Bearing Pressure: 2.500 psi, Presumptive: X Bg Test: psi
Roof Zone I 0 = Roof Zone 2 Corner Zones
This Building Shall Have the Following:
walls Zone 4 walls Zone 5 Roof Zone 3
APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER:
END ZONE
existin
Simpson 9"
w/ � lOd
> x6 pt
Simpson AB66
post anchor
x8 wood
,trap
ails
ost
beam
set With 5/8 WEDGE ANCHOR Into slab
PORCH fi OST REPAIR
TYPICAL SP,
AT SIDES
EXISTING CBS MALL
(V E
max
4CING
TYPICAL SPACING
TOP AND BOTTOM 1/2" x 5"
Strap studs to PT frame using
�Slmpson H2.5 strap with (10) 8d
nails In each strap
�Exlsting lintel or
beam to remain
7 Frame In existing opening with
2" x 8" studs at IL" o.c.
Tapcon 2" x 8" PT wood
framing around perimeter of
opening and attach using (2)
I/4" x 3" tapocna as shown
Strap studs to PT frame using
Simpson H2.5 strap with (10) ed
/nails in each strap
Nail 5/8' CDX plywood to exterior
All of opening using IOd ring shank
nails at L" o.c. field and edges.
Finish with stucco to match existing
anchor bolt in p.t.plate
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Sheet
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OPENING FRAME —IN DETAIL
Scale: 1/2" = 1'-0"
Comm #
18— 43