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PLAN NO. DRAWN BY: RMSION DAM
entex Homes 5705 DATE: RMSION DATE
N ORTH FLORIDA DIVISION CKED BY: REVISION DATE
S.F.LIVING AREA
S.F.GARAGE
S.F.COVERED PATIO SHEET OF REVISION DATE
COPYRIGHT S.F.COVERED ENTRY
/S92- Zir)61dr- 7,�. -5
Centex Homes
WINDQQDE- CONSTRUCTION REQUIREMENTS
Studs: Rafter Ties (Hughes RT1818) 0 4' o.c. and at each
side of all openings, top and bottom plates. \n
Trusses: Minimum stap at each truss— Hughes Hold Down Strap
(Sanibel HD 2X).
Headers: To conform with SBCCI section 1707.3 w/ applicable charts.
Wall studs to meet section 1707.12 for header support
fiberglass shingles on felt and cripples.
over 1/:f os.b. sheathing
on pre—engineered roof 127
127 trusses 0 ZV oc.
varies varies r-30 Insulation Gable Ends.- See details provided on the plans for speciaf
cardboard Insulation baffles 1/f calling board
framing requirements.
(Note: Ist truss must be dropped so that outlooker
1. sontbal hd 2x aluminum save drip _11. santbel f1d 2x can be framed from 2nd truss back.
hold down straps IX2 P.L hold down straps
2. double 20 top plate —2. double 2x4 top plate
3. rafter Use (hughes rt1818) NO p.L fascia 3. rafter Uss (hughas rusis)
0 V—Cr o.c. and 0 each soffit 0 C—or o.c. and 0 each
side of an opening vent alde of an opening
2x4
verUcle or horizontal I x frieze 22 gage ties I r o.c.v.
siding approved for 22 gage ties 3f o.a.h.
required wind shear min. P!ipnort for each tie
(200 The 1/f min.) not to ek--and 3 sq. M
vapor barder of-walUnred X*x;rxI/er washer
11Z drywall Q�vek or better)
_pt. bottom plate
r-1 I Insulation approved sheathing for brick or ntufto�l anchor bolt 0 4`—(Y*o.c.
5. 10/10 w.w.f. or fibermesh
u—ex
required wind shear t—4 j I
(minimum 200 [be T/f min.) 01"74 J,
g)14 rebor vertical I Ir d"all
Wo.o,wf mlntmtrm
&pn,grado
bond of op and bottom
1. 11:rxEr anchor bolt@ 0 4T o.c. r-11 Insulation E E
compacted Oni
V4 re vertical 177 F
2. 20 p.t. sole plate set 0
,C concrete slab w/ In continuous bead of sealant Oro. W/ minimum
Gx6 10/10 w.w.m. over bond of top and bottom IN % IN -6 (Chia MOTO
,C concrete slab W/ op led
*Ptick go
6x5 10/10 w.w.m. over robar 'g 3, le —(2) 4 rebar around arrimeter,
around pe star bonlouts1do rebar 2� at comer
— E7 (two sto
E Note: for a two story use
waterproof membrane fin shed floor to 10 7 Z_flnithed floor waterproof membrane (3) f 4 rebare
9 E
r concrete blo E .9 concrete block
w\ all calls filled S r
E .4 W\ all calls fliled
E Monolithic Footer
compacted fill 1-4 0 compacted Oil
finIshe grade finished a do Scale: 1/2*- V—Cr
itrx Sr concrete footer Note: 1. JI)#4 rabar at all comery 2(rx lor cone. footer
W/(2) #4 rabore 2. op of block to top of foating w/(3) #4 rebare
shall not exceed 4'—Er
Stemwall Footer with Standard Wall Section 20 stud
Cn red bead anchor
C"
I hurricane Clip fwasher
to Scale: 1/2"---- V—Or as required
L2x4
L up-
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4J
C3 compacted 90
03 vapor bar"rfer i;ot
_3 (2) J4 rebare
Interior Bearin Wall
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