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Centex Homes
shingles on felt
over I/ o.s.b. sheathing WINDCODE CONSTRUCTION REQUIREMENTS
IZ, on pro-engin!ered roof
trusses 0 24 o.c.
varies varies r-30 insulation Studs: Rafter Ties (Hughes RT1818) 0 4' o.c. and at each
cardboard Insulation baffles r--I/Z ceiling board side of all openings, top arid bottom plates.
1E., (Covers worst case of 500 lbs. uplift per ft.)
aluminum save drip 1. sonibel lid 2x Trusses: Minimum stop, at each truss— Hughes Hold Down Strap
1. sonibel hd 2x —
hold down straps I x2 p.t. hold down straps (Sanibel HD 2 Trusses and jacks with less than a 10'
2. double 2x4 top plate L-2. double 2x4 top plate span to have X?i) hurricane hc clip.
3. rafter ties (hughes rt1818) 2x6 PA. fascia 3. rafter ties (hughes rt'1818)
0 4*-ff o.c. and 0 each soffit 0 4'-Gr o.c. and 0 each Headers: To conform with SBCCI section 1707.3 wl applicable charts.
side of an opening vent side of an opening Wall studs to meet section 1707.3.2 for header support
20 and cripples.
verticle or horizontal — I x frieze —22 gage ties Id' o.c.Y.
siding approved for 22 gage ties 3f o.c.h.
required wind shear min. support for each tie Gable Ends: See details provided on the plans for special
(200 lbs Vf min.) not to exceed 3 sq. ft. framing requirements.
vapor barrier of wall area
I/f drywQIl (tyvek or better) (Note: 1st truss must be dropped so that outlooker
brick or stucco can be framed from 2nd truss back.
approved sheathing for
r–I I insulation requited wind shear
(minimum 200 lbs 1/f min.) Ilt drywall Sheathing: Sheathing to be comparable to 7/16' o.s.b. with
(1)#4 rebar vertical nailing on edges and 12" interior to obtain
0 4Ero.c. wl minimum
bend of I Z' top and Or bottom,�-- 1. I12'x6r anchor bolts 0 3do o.c. r–I I insulation a minimum of 210 lbs. per I/f of shear.
2. 2x4 p.t. sole plate set �1)f� rebor vertical
So Girder Trusses: Trusses with an uplift of between 1000— 1800 lbs.
aj 1/ minimum
,C concrete slab wl In continuous bead of sealant bend oi top and O'bottorn
6x6 10/10 w.w.m. over —r concrete slab wl shall have continuous connectors from top plate to
ex? 10/10 w.w.m. over bottom plate.
E rq0tTjrr,6fof, membranp
used Top Plate— rt24 ( Hughes Manufacturing)
f bermesh is
finished floor finished floor W"'114"U'rowufl- perimeter.) Bottom Plate— wal 50 Hughes Manulacturing)
waterproof membrane 7
E E
3
E
6' concrete block E Or concrete block
w\ all cells filled S w\ all cells filled
E
a
compacted fill compacted fill
do
TV
jW Note: 1. JI)J4 rebar at all carriers 2(f x I Y' conc. footer
I If x Er concrete footer nished gro T_ finished grade
t4 7K
W/(2) #4 rebars 2. op of block to top of footing wl(3) #4 robots NOTE:
shall not exceed 4'-8r
3. If stemwall is less than 3' ALL EXTERIOR WALLS ARE 4' opening 5' opening
then footing must be I Or x 2(f USED AS SHEAR WALLS or less or more
INCLUDING ALL HEADERS AND
OPENINGS WHERE PROPER
Stemwall Footer with Standard Wa I I Section FASTNERS ARE PROVIDED.
Scale: 1/:r= I'–T
Header Ch i n Placement
_txZ'x11Er washer
rtISIS or equal top plate —P.t. bottom plots
blockin hurricane clip H-25 or better Er anchor bolt 0 4'–(fo.c.
2x4 blocking 0 sheathing joint 5% 10/10 w.w.f. or fibermesh
eathing–A 2 24!o. 2x4 barge rafter cont. f4 ,
6X6
6X6,
7116r' structural roof sh x4 a 9\0 shingle strip 14E
utrig c-� 74 X_ -4-
T_ fascia E E
P
1 7
top chord of ggb!i end E E
truss dropped 3.5 and garage door h compac ed fill
cont. 20 scab from top eat b 1-4 1 –1. 1 . :IV F
"I Q -v.
to bottom chord 0 x–brocing 711tr o.s.b. wl Jr V-q_
2x4 x a (provide additional W's nailing on ed is op 12"( story)
3 7412'( .
s
at vertical if higher than both sides w) 2x6 studs wA I�rick ledge
W scab cont top to bottom hc (1 3 48r to form an *L! shape) rebor ly �2) 4 rebar around perimeter,
chord 0 8'–U* from gable Note: 1(f minimum width Ground perimeter (t 0 story) V outside rebar 2T at corner
on gatage return. Note: for a two story use
(3) # 4 rebare
Monolithic Footer
bottom chord of gable and truss
kmpohd w/(20)16d 2x4 stud Scale: 1/2*- I'–Gr
2x4 scab If vert. web is not preWsent I, p.t. bottom plate
Be (2) 2x4 top plots —red head anchor
cont. 2x4x8 #2 syp 2x4 studs 0 10' o.c. garage floor hurricane clip wl twosher
lateral brace 0 4ES- o.c. 20 blockin 9 4Er o.c. between If anchor bolt as required pA.2x4
(2)ho clips 0 46r O.C. gable and &st truss
Gar' aae Door Return r compacted fill
Platform Framinci Gable End vapor barrier (2) #4 rebars
scale: T/r. I'–(r
scale: 1/2*- 1'–Y'
Interior Bearing Wall
Scale: I/r= V-1f