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S.F.GARAGE -5w&
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S.F.COVERED PATIO SHEET OF ' REVISION DATE
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Centex Homes
flberglass 8"n4 on felt WIMCQUE CON5TRUQIIQN REQUIREMENIS
over 1 & hoothing
roof
on i ongl
t pn
moles 0 W o.c. Studs: Rafter Ties 0 4'-(f o.c. and at each side of all openings,
Ivories varfes r-30 Insulation top and bottom plates:
—cardboard Insulation baffies T" r- I It ceiling board Top Plate: Hughes (RT241 8)
Bottom Plate: Hughes (RT1818)
(ries good for 865 lbs.)
1. hughes hd 2x aluminum so" drip 1. hughn 4d 2x Trusses: Minimum strap at each truss-Hughes Hold Down Strap
hold down strope I x2 p.t. hold down Amps (True Tie). Trusses and lacks with less than a 10'
2. double 20 top plate 2. double 2x4 top plate
Ujhan r"8,� span to have (1) hurricane hc clip.
3. radar tin (h 2xG P.t. fascia —3. rafter ties (hughes 011318)
0 4"-U* o.c. nd 0 OaC soffit 0 V-Cr o.c. and 0 each [leaders: To conform with SBCCI section 1707.3 wl applicable charts.
side of an opening side of an opening
vent Wall studs to meet section 1707.3.2 for header support
2x4 and cripples.
vw*lo or horizontal 22 goge ties lar 0.0.v.
sidin? approved for A X frieze 22 goge ties V o.c.h.
mure Ired ivind shear mil. support for each tie Gable Ends: See details provided on the plans for special
0 ibe l/f min.) Yom barrier not to exceed 3 sq. ft.
(4 framing requirements.
or better) of. *all alga
1/2r drywall (Note: 1 st truss must be dropped so that outlooker
siding over can be framed from 2nd truss back.
appr6v*d sheathing for brick or stucco
r-11 Insulation rs' [red wind shear Sheathing: Sheathing to be comparable to 7/16r o.s.b. with
Munimurn 200 lbs l/f min.) drywall
g)14 rebor vertical '6r nailing on edges and 112� interior to obtain
Wy�,Y minimum
bond top and ir bottorni 1. lltxlCr anchor bolts 0 30r o.c. r-11 Insulation a minimum. of 210 lbs. per I/f of shear.
2. 2x4 p.t. We plate set rebar vertical
concrete stab wl In contInuous bead of sealant o.c.2v/ minimum Girder Trusses: Trusses with an uplift of between 1000- 1800 lbs.
,BxS 10/10 w.w.m. over bond of I top and Irbodom shall have continuous connectors from top plate to
f concrete slab wl
ex? 10 10 w.w.1n. over
4 bottom plate.
np
I=o Vh a used Top Plate rt24 ( Hughes Manufacturing)
'tic to W-W-. Wup-raro'EAR perimeter.) Bottom Plate- wal 50 Hughes Manufacturing)
shod floor finished floor
waterproof membrane E
ar concrete LPI S' =LLj=j I Er concrete block
W\ all Coll filled w\ all calls filled
NOTE:
'�J. C'
m fill Ic . i - compacted fill ALL EXTERIOR WALLS ARE
com finished
FF�Lfinlahod grade \1 V-
7r W- USED AS S Fi W. WALLS
tuaLIS'I- i�L 1
N T
1(rx ir concrete footer Note; 1. (1)#4 robar at oil con""' 2(fx 1Cr cone. footer INCLUDING ALL HEADERS AND
W/(2) J4 reborn Z top of block to top of footin w/(3) J4 reborn OPENINGS WHERE PROPER
*hall not exceed f-ar
3. if sternwall to low than 31 FASTENERS ARE PROVIDED. 41 o
,.Penlng 5' opening
then footing must be 1(f x 2T. or 0 or mory
NOTE:
Stemwall Footer with Standard Wall Section ANCHOR BOLTS MUST BE USED
WITHIN 0' OF ANY BREAKS
Scale: I/r- V-1f (WINDOWS,DOORS) IN ALL
I SHEAR WALLS. Header Clipping Placement
—r&x111r washer
p.t. bottom plate
i/2rx1(r anchor bolts 0 30r o.c.
block! d11518 or ual top plate exe 10/10 w.wj. or fibermosh
2x4 blocking 0 sheathing joint hurricane clip H-25 or better t-45-j-exe
20 barge rafter cont.
7/1(r' structural roof shoothlnsll--� 2x4 a 2ro.c. 7.7.
flln E
act .-"n.grado
? " compacted fl
'9 r
top chord of end
a 0 Q;' F
bfies dro IT? garago door hea
x1ped . and
cont. 2 scab from top 12" story)
2x4 X 0 m ch x-brac g 7/lor o.s.b. wIT "a
9 adddNono 2x4's nailing on ad :PA1 Plar 16 (2) J4 rebor around orlmoter,
m
vertical If higlior than both aides wy42x6 studs around perimeter bond outside robar 21T at comer
2x4 scab cont. top to bottom ho t a to form an shape) (two story Note. for a two story use
chord 0 W-If from gable Note:For garage retums low
Not#: 1fr minimum width -lCr, use 19/32r (3) # 4 robare
on garage return, than V
o.s.b. wl 10d. none. Monolithic Footer
Scale: I/r- 1,-Gr
4,
U
_---bottom chord of gable end truss
apa2a w/(20)16d
20 scab If vert. web Is not present 2x4 top plate —\,s �� p.t. bottom plate x d anchor
cont. 2x4x8 112 J 20 "a 0 1 Or o.c. garage fipor I�/— hurticane dip :fwcshsr
laiteral brace 0 47 o.c. 2x4 blocklno 0 4T o.c. between 1 a' anchor bolt as mquired L p.t.20
(2)ho clips 0 Or o.c gable and W truss
footor
4,
E
Garage Door Return fig
Platform Framing Gable End, scale: T/r. I.—Cr vapor banior (2) #4 reborn
male: 1/r.0 1'-(r
Interior Bearing Wall, FILE: HURCDETI.DWO
PLDT-. 1/4�-V-Cr
REV. 4/20/95