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fiberglass shingles on felt Centex Homes
over 1/29" o.g.b. sheathing WINDCODE COUSTRUCTIOU REQUIREMENT
on pre-engineered roof
trusaas 0 24!' o.c.
r-30 Insulation Studs: Rafter Ties (Hughes RT1818) 0 4' o.c. and at each
—cardboard Insulation baffles 11t calling board side of all 0 to and bottom pkites.
s wo sfen,n,s
1. sanibel hd 2x aluminum isuve drip (Cover r case 'of 900 lbs. uplift per ft.)
— 1- aunibal hd 2x Trusses: Minimum stop at each truss— Hughes Hold Down Strap
hold down straps 1 x.2 p.t. F hold down straps Sanibel HD 2X . Trusses and jacks with less than a 10'
2. double 2x4 top plate —2. double 2x4 top plate span to have 1?1 ) hurricane hc clip.
3. rafter ties (hughes rt1818) 2A p.L faccia —3. rafter ties (hughes M1318)
0 41-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
varticle or horizontal 2x4 and cripples.
1 x frieze 2 2 gage ties 1 er o.c.v.
aiding approved for 22 gage ties V o.c.h.
required wind shear min. support for each tie Gable Ends: See details provided on the plans for special
(200 lbs 1/f min.) not to exceed 3 eq. ft.
vapor barrier of wall area framing requirements.
20' drywall (t�vek or batte (Note: 1st truss must be dropped so that outlooker
1/2 r)
approved sheathing for brick or stucco can be framed from 2nd truss back.
r-1 1 Insulation re uIred wind shear
(mlnlmurn 200 lbs 1/f min.) 1 IT d"all Sheathing: Sheathing to be comparable to 7116" o.s.b. with
g)#4 rabor vertical nailing on edges and 12�2 interior to obtain
49*o.c.lytmlnlmum
band of op and 0' bottom. 1. 11Zx1T anchor bolts 0 W o.c. r-1 1 Insulation a minimum of 210 lbs. per I/f of shear.
e concrete slab w/ 2. 2A p.t. sole plate set 944 rabar vertical
4eo.c. W/ minlinum Girder Trusses: Trusses with an uplift of between 1000— 1800 lbs.
6xB 10/10 w.w.m. over In continuous bead of sealant bond of 1 2 top and frbottom shall have continuous connectors from top plate to
--e concrete slab w/
61 10 10 w.w.m. over bottom plate.
f mernbrune
-mash Is used Top Plate— rt24 ( Hughes Manufacturing)
iffibar
fin a ad floor %of
GrDu
Eg flnlshed floor �1-7' W.M. perimeter.) Bottom Plate— wal 50 Hughes Manufacturing)
waterproof membrane E
HE EEjil- E 9 11-1117-11 lHil I I
El
Er concrete block E E concrete block
--I I 1--E w\ all calla filled
all cells filled
W\ IF I 1_1 I 1_1 I ii-E:1 I FE I F:A I
E
E W-1 I
T�r I_"I I E
compacted fill finishad grade finished gradel (�4 compacted fill
_TH =TT-—
2C?'.( 1d* conc. footer
lerx Er concrete footer Note: 1 (1)#4 rebor at all cO
me
NOTE:
W/(2) J4 raboru 2' top of block to top �1 fiting I F- w/..3) #4 rebara
shall not exceed 4'-Er
3. if starnwall is lass than 3' ALL EXTERIOR WALLS ARE 4' opening 5' opening
then footing must be 10' x 2(r. USED AS SHEAR WALLS or leas or more
INCLUDING ALL HEADERS AND
OPENINGS WHERE PROPER
Stemwall Footer with Sto n d a rd Wa I I Sectioll FASTNERS ARE PROVIDED.
Scale: 1/r- 1'-(f
-Header C.I.ippiag Placement
_;rxtx1/lr washer
2x4 blocking 0 sheathing joint blockIn rt1B18 or equal top plate p.t. bottom plate
hunicane clip 11-25 or better I(f anchor bolt 0 4'-(f o.c.
7/111'" structural roof sheathing—,, 2x4 a 9% 0 24!o.c. 2_x4 barge rafter cont. f_-45*,J_6x6-10/10 w.w.f. or fibermash
utrig 1� ahlnglo strip _E� Z A-
fascia
E E pn.grade
>
�to hard of and compacted fllll
dropped and garage door hea
trupaso IV
cont. 2x4 scab from top _b 0 V ,0
0 to bottom chord 0 x-brocing o.s.b. w/ Y
2x4 x 6
(provide additional 2x4's no lin
at vertical If higher than 9 on d op ck Is a 12"( r story)
M scab cont. top to bottom— 0 YOM studs
both sides w
chord 0 8'-(Y* from gable hc cl a Qr to form an 'if shape) w 4 r ge 16" (2) 44 rabor around primater,
Note: 1 Cr minimum width a und perimeter /I (t,, sto/1) band outside rebor 2 at comer
ry
on garage return. Note: for ci two story use
(3) J 4 reborn
Monolithic Footer
bottorn chord of gable and truss
kmpand w/(20)16d Scale: 1/Z- 1'-(f
2x4 scab If vert. wab Is not press —(2) 2x4 top plate 11, p.t. bottom plate 2x4 stud—.
cont. 2x4x8 #2 J 2x4 studs 0 1 Ir o.c. elf, .—red head anchor
garage floor hurrican clip w/ twaaher
lateral brace 0 O.C. 2x4 blocking 0 46' o.c. between lCr anchor bolt as requierad P.t.2x4
(2)hc clipa 0 W o.c. gable and first truss F LIj- I
--7
Garaqe Door Return compacted fill
Eatform Framing Gable End. scale: 11,T- l'-(r vapor barrier 16" (2) #4 rabors
scale: 11;r- V-d'
Interior Bearing Wall, FILE: flURCDEr1.DWG
4 L L)6- c 7-- 1q. Scale: 1/29"- 1*-(r PLJOT: 1/4!=1'-Cr
REV. 3/22/95