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Centex Homes
fiberg shingles on felt
la* o.s.b. sheathing
over I/ I WINDCODE CONSTRUCTION REQUIREMENTS
12� on pre—engineered roof ir
trusses 0 2,f o.c.
varies variesl r-30 insulation Studs: Rafter Ties (Hughes RT1818) @ 4' o.c. and at each
cardboard Insulation baffles r--1/2:* calling board side of all oFenings, top and bottom plates.
A— (Covers wors case of 500 lbs. uplift per ft.)
i. sonibel hd 2x aluminum save drip 1. sanibel Ild 2x Trusses: Minimum stop at each truss— Hughes Hold Down Strap
hold down straps I x2 p.t. ho(d down straps (Sanibel HD 2X). Trusses and jacks with less than a 10),
2. double 2x4 t(op, plate 2. double 2x4 top plate span to have (1 ) hurricane hc clip.
3. rafter ties (hiughes rt1818) 2x6 p.t. fascia 3. rafter ties (hughes rt1818)
0 4'—Cr o.c. and 0 each soffit 0 4'—Cr o.c. and 0 each Headers: To conform with SBCCI section 1707.3 W/ applicable charts.
side of an opening vent side of an opening Wall studs to meet section 1707.3.2 for header support
2x4 and cripples.
22 gage ties 16' o.c.v.
veirticle or horizontal 1x frieze
siding approved for 22 gage ties 3Z* o.c.h.
required wind shear min. support for each tie Coble Ends: See details provided on the plans for special
(200 lbs 1/f min.) not to exceed 3 sq. ft.
vapor barrier of wall area framing requirements.
1/:r drywall (tyvek or better) (Note: 1st truss must be dropped so that outlooker
approved sheathing for brick or stucco can be framed from 2nd truss back.
r-1 i Insulation ulred wind shear
req
(minimum 200 lbs I/f min.) Sheathing: Sheathing to be comparable to 7/16" o.s.b. with
1/2- drywall
(1)#4 rebar vertical 6" nailing on edges and 12" interior to obtain
0 48"o.c. w/ minimum
bend of 1 T top and 6* bottom.— 1. 112"xW anchor bolts 0 36' o.c. r—I I Insulation a minimum of 210 lbs. per 1/f of shear.
�)#4 rebGr vertical
,C concrete slab wl 2. 2x4 p.t. sole plate set 46'o.c. ,xl minimum Girder Trusses: Trusses with an uplift of between 1000— 1800 lbs.
In continuous bead of sealant
6x6 10/10 w.w.m. over bend of I, top and 6rbottom shall have continuous connectors from top plate to
e concrete slab w/
W 10/10 w.w.m. over bottom plate.
aterproof membrane
E Note. If fibermesh is used Top Plate— rt24 ( Hughes Manufacturing)
Wult Los W.W
finished floor finished floor arouA perimeter.) Bottom Plate— wal 50 Hughes Manufacturing)
waterproof membrane E
n E
E :3
9' concrete block E 8* concrete block
w\ all cells filled S w\ all calls filled
compacted fill t4 0 compacted fill
finished grade"N — � V finished grade
r\ A
18*x 6r concrete footer Note: 1: JI)#4 rebar at all corner's .20"x 1d* conc. footer
W/(2) #4 rebars 2 op of block to top of footing 1/(3) #4 rebars NOTE:
shall not oxceed 4'—Er
3. If sternwall is less than 3' ALL EXTERIOR WALLS ARE 1 4' opening 5' opening
then footing must be lCr x 20�. USED AS SHEAR WALLS or less or more
INCLUDING ALL HEADERS AND
OPENINGS WHERE PROPER
FASTNERS ARE PROVIDED.
Stemwall Footer with Standard Wall- jection
scale: 1/:r- 1'-0*
Header Cl.ipping - Placement
2"x2"xl/9" washer
A. bottom plate
2x4 blocking 0 sheathing joint Iloclln hurricane clip H-25 or better rt1818 or equal top plate Er anchor bolt 0 4*—I:ro.c.
7/113'" structural roof sheathing 2x4 outrigg 0 2eo.c. 2x4 barge rafter cont. Ft-45-y 6x6 10/10 w.w.f. or fibermesh
shingle strip
fascia >
,1W
E Qln.grode
top chord of gGbl�p end E A. compacted fill]
truss dropped 3.5 and
garage door headerl,
cont. 20 scab from top > 0 iv.
to bottom chord 0 x—brocing q,�M A
,1 7�1 V o.s.b. w/
20 x-- r 111
(provide additional 2x4's n ng on d 12"( s to ry)
at vertical if higher than 7 )e2x6 studs op brick ledya
both sides W
2x4 scab cont. top to bottom- w1o) rebar (2) #4 ret
hc (I S 4Er to form an "L7 shape) > mr around perimeter,
chord 0 8'—(f from gable around perimeter (twc> sto/ bend outside rebor 2T at corner
Note: 16* minimum width ry
on garage return. > "UM. ful a two story use
(3) # 4 rebars
Monolithic Footer
_��bottom chord of gable end truss T
kmpand Scale. 11r- V-1T
20 stud--
-(2) 20 top plate
2x4 scab if vert. web is not pres w/(20)16d PA. bottom plate red head anchor
— 2x4 studs 0 16" o.c. >
cont. 2x4x8 #2 s J % hurricane oil twasher
lateral brace 0 T o.c. garage floor �-�Zv�.l p
(2)hc clips 0 49' o.c. 2x4 blockin 0 4Er o.c. between r— Er anchor bolt as required p.t.20
gable and &st truss
ft—f-00—ted W
n"t S�-,
c m
pacts'
Garaae Door Return compacted fill
- Platform Framing Cable End vapor barrier (2) #;4 rebars
scale: 11:f scale: 11r= V—Cr 1 V
Interior Bearing Wall.
Scale: 1/r=t 11-0"