HomeMy WebLinkAboutShed Plans2'-8" Single 6 Panel door
SHED PLAN
TYPICAL MOTES; SCALE I/4„ = i'-0"
1. Contractor to verify ALL notes and dimensions prior to
proceeding with work.
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber stress.
-4. No dissimilar metals to touch.
S. ALL wood in contact with concrete shall be pressure treated.
�. ALL wall dimensions are nominal and not finished Wall or stud dimensions.
Solid Blocks
Hurricane Anchors
FOUNDATiON PL4N
FOUNDATION NOTES: SCALE: 1/1" = 1'-0"
1. Any changes to plans must be submitted to the architect
for approval before proceeding With construction.
2. Contractor shall be responsible for verification of all notation and dimensions
prior to start of construction.
2" x 6" PT Joists
16" o.c.
F:R,4MINF L 0 0 R PL,4N
SCALE 114" = P-O"
2" x 6" roof Joists
15/32" Plywood Sheathing
(2) 2" x 4" wood beam
R 0 0 F F L 41N
TYPICAL ROOF NOTES; Scab 1/-,1"= I'-0"
2" x 6" Joist:
Soled Block
TYPICAL SECTION
Nail H2.5A to Joist
Using (10) 8d commc
2" x 4" PT Wood
3/8" Plywood siding
Attach LSTA 12 t
2" x 4" Studs to
with 10d nails
Solid Blo,,
i !PiCAL SECTION
Roof Coating. Roof Coat
e Acrylic for Plywood
32" Plywood Sheathing
1" x 6" Fascia
:?" x 12" Header
x 4" PT wood Studs
taich LSTA 12 to 2" x 4" studs
base with iod nails
rricane Anchor
p 'T wood Joists
Scale 1/2" = I'-C"
i2nni Coating. Roof Coat
Acrylic for Plywood
6" PT wood Joists
3/4" PT Plywood
Scale 1/2" = 1'--0"
Pol stick Roofing per
P DW
19/32" CDX T-1—II Sidin
Nailed to trusses usv
Iod rin shank nails
6" o.c. Meld and edges
FRONT ELEVATION
SCAM VIV MY
LEFT ELEVATION
REAR ELEVATION
C
RIGHT ELEVATiON
SCAM V41 - r-o•
PERMITTING INFORMATION. (FORM 100)
Florida Building Code Residential: ith Ed 2020 and ASCE 71-14 for Wind Loading
Burlding Design Is: Enclosed Risk Category: II Wind Speed: 140 mph ultimate
Mean oof Height: 15'--0" max. Roof Pitch: 1/A" per foot to 1:12 (O°-i°)
Internal Pressure C� iicient: +Q,18_
Sub jectability to damage from: Weathering: Negligible Termites: Very Heavy
Width of Roof End Zone: 4'
Wind Exposure Classification: C
Adjustment factor for Exposure Height Using Allowable Stress Design and
Load Combination per ASCE 1-10 Section 2A DL+LL; DL+0.6WL; 0.4DL+0, 4W
Exp Height Ad j Factor: 1-21 x Load Factor 0.4 = 0.124 applied below
Components t Cladding Wind Pressure (NET) Roof Zone: 1 +1-4,0,/®-5,4,0 psf
Roof Zone: I' +i.J.O/-31.0 psf
Roof Zone: 2 +1 .0/-11.0 psf
Roof Zone: 3 +i .0/-96.0 psi'
Components t Cladding Wall End Zone Width: -4'-0"
Components t Cladding Wind Pressure (NET) Wall Zone: + +3-1.0/-3`1.0 psf
Wall Zone: S. +3,q.0/--f5.0 psf
Components t Cladding Wind Pressure (NET) on Garage Door:
Zone 5 = 14'-0" x `T-0" GD = +29.0/-35.0 PSF
Zone 5 = 10'--0" x 1'-0" GD = +30.0/-38.0 PSF
Shear Walls Considered for Structure? Yes
Continuous Load Path 'Provided? es
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:-
Product Approval Submittal Affidavit
Opening Schedule Swing Doors,
Overhead Doors, Sliding Doors, Windows i3c Skylights
Opening
Type
YP
1.
NOA/FL
NUMBER
FLU I �Oi 1.6
Product
Outswing
lm sot
p
Model #
FiberLast
French-
Manufacturer
---- --
Jeld-Wen
Glass Attachment
____--- --- -- --- -
3/16" dia. x 3" Tapcons w/ min. 1 1/2"
Per product approval. Contractor shall
distances stated in approval.
method
penetration spaced
adhere to edge
Ex i ration
Date
Maximum
Design Pressure
of Approved Tests
+ 45,q P5F
—
-- ---
Product
NOA/FL
NUMBER
Model #
Manufacturer
Attachment Method
TEST
Expiration
Date
Maximum
Design Pressure
of Approved Tests
Mullions
Roof
I have
FLU 1454,1
reviewed
Po) gglass i�oafin
BTU PLUS g
the above a10Ld
Self adhered roofing with cap sheet installed per approval
POLYGLASS system W-200 ___ _--121.5 psf
approved it by my seal below. Architect or Engineer of Record )
PLAT ROOF
®= Roof Zone I
Walls Zone 4
Roof Zone 2E/2R
Walls Zone 5
END ZONE
Corner Zones
Roof Zone 3
74
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