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PLAN NO. DRAWN BY: REVISION DATE
ntexHomes ?) 705 DATE: R EVISION DATE
NORTH FLORIDA DIVISION REVISION DATE
S.F.LIVING AREA CKED BY:
S.F.GARAGE
S.F.COVERED PATIO SHEET OF REVISION DATE
COPYRIGHT S.F.COVERED ENTRY
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LAN NO. DRAWN BY: REVISION DATE
C:e-ntex Homes DATE: Rr;VISION. DATE
NORTH FLORIDA DIVISION
S.F.UVING AREA CKED By. RVISION DATE
S.F.GARAGE sw(r 71.3 &1
95TVCcgo S.F.COVERED PATIO SHEET OF REVISION DATE
COPYRIGHT S.F.COVERED ENTRY
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7 7,77. 77�17 7777! 731,70 77 17 _17.N –1.4 -74 f Z-7
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Centex Homes
fiberglass shIngl" on felt WINUCODE COUSTEMION REQUIREMEU15
over 11Z al sheaVilng
on pre-engineered roof Studs: Rafter *Ues 0 4"-Cr o.c. and at each side of all openings,
truss" 0 24P o.c.
varies r-30 Insulation top and bottom plates.,
—cardboard Insulation baffles I It calling board Top Plate: Hughes (RT241 8)
Bottom Platen Hughes (RT1818)
(Ties good for 865 lbs.)
I, hu hoe hd 2x aluminum Gave drip —1. hu ta t d 2x Trusses-, Minimum strop at each truss-Hughes Hold Down Strap
hold down straps F"t ho 4own straps (True Tie). Trusses and jacks with less than a 10'
2. doublo 20 top plato I x2 p.t. —2. doubts 2x4 top plate
3. raltor ties (hughes A11518) 20 p-L fascia — span to have (1) hurricane hc clip.
3. mft6r ties (hugh" WBIO)
0 4-(r o.c. and 0 each sofflt 0 V-Cr o.c. and 0 such Headers: 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.
vorticlo or horUontal 22 gage d" I ar O.G.V6
al approved for 1X frieze 22 gage ties Se o.c.h.
required vvind shear min support for each t10 Gable Ends- See details provided on the plans for special
(260 lbs l/f min.) vapor barrier not 6� orcead 3 sq. ft.
( A or better) of wall a(sa framing requirements.
/:e drywall (Note- ist truss must be dropped so that outlooker
siding over brick or &Wcco can �e framed from 2nd truss back.
r-1 I Insulation oppr6vad sheathing for
required wind Ithear Sheathing: Sheathing to be comparable to 7/W o.s.b. with
(minimum 200 lbs 1/f rrdn.) Ilt drywall
(1)#4 robar vertical Cr nailing on edges and Ill interior to obtain
to41f O.C. �/ MAW=
nd of I top and ff bottomi— 1. 11fXI(f anchor bolts 0 J(r o.c. r-I I Insulation a minimum of 210 lbs. per I/f of shear.
2. 2K4 p.t. sl plate sot r vertical
,V concrato stab wl In continuous boad of sealant ininimurn....t., Girder Trusses: Trusses with ain uplift of between 1000- 1800 lbs.
GA 10/10 w.w.m. over bond of 121/top and m shall have continuous connectors from top plate to
F4' concrete slab wl
Sxo 10/10 w.w.1n. over bottom plate.
t re mamomnp Top Plate- rt24 ( Hughes Manufacturing)
bormash is used
.1,.A 01--- 10 finished floor I I UN W, aroun partmetar.) Bottom Plate— wql 50 Hughes Manufacturing
waterproof membrane—
concrato block E I GIE Er concrete block
w\ all calls filled V 0 w\ all calls fIllod
NOTE:
4;'o
rkm!=ted fill 1, mpacted fill ALL EXTERIOR WALLS ARE
gi�ds[F",,il
121.jd amdo firdshol
USED AS SHEAR WALLS
i1rx tr concrete footim Note., 1. �)14 rabor at all comer$ Zf x I Cr conc. fool INCLUDING ALL HEADERS AND
WI(2) 14 robare 2. p of block to top of flootin w/(3) #4 rebars OPENINGS WHERE PROPER
*holl not excood 4"-fr FASTENERS ARE PROVIDED.
3. It stomwall Is Iwo than 3' 46 0 Ing 5' opening
then footing must be 1(f x 2(f. lop"lon or mory
NOTE-
Stemwall Footer with Standard Wall Section ANdHOR BOLTS MUST BE USED
WITHIN 6' OF ANY BREAKS
Scale: 1/2rda I#-(f (WINDOWS,DOORS) IN ALL
SHEAR WALLS. Header Clippling Placement
_,Tx,?x1/ar washer
p. bottom plate
112"AW anchor bolts 0 3(r o.c.
blockin hurricane clip H-25 or better rt'115111 or equal top plate W-10/10 w.w.f. or flbormoM
W blocking 0 sheathing joint 1 5�� 1
7/11V structural roof sheathing outl 0 Wo.c. 20 barge rultor cont.
.4
shingle itrip,
6 E
-o compacted All
'---top chord of gablo and '0 '14 17.0 4(�,
trOmm dropped-IT and garage door headeri
cant 2x4 scab from top story)
to bottom chord 0 x-bracing 7/1 fr o.o.b. wl2r
W x 0 (provide additional 2A's nailing on ad a :%(l kl'obi 2) #4 robar around p!ortmot*4
2x4 scab cont. top to bottom at vertical If higher than both ild" wy US studs And plartmotor nd- outelds rabar 2T at comer
chord 0 W-OF from gable ho I Rf to form an *L? shape) ol Not@:For garage roWme loss Note: for a two story u"
NoW 1(r minimum width than V-1CF uss 19l (3) # 4 robare
on garuge return. 11
0.11.b. wl Idd. nails.
Monolithic Footer
SWIG: 11;e- 1,-Cr
bottom chord of gable end truss
opa213 wl(20)1 Od 2x4 stud ll:rxir
2A scab If vort. wob Is not promt---,/ (2) W top plate PA. bottom plate —red head anchor
W atuds 0 1 W a.c. twashor
conL WxG #2 hurricane clip W/
lot" braloo 0 47 O.C. -2x4 blockli 0 W o.c. between gar-ago floor IV anchor bolt as required p.L2x4
(2)ho clips 0 4 Ir o.c gable and rat truss
Garage Door Return compacted flu
.Platform Framing GabIle End. vapor barTior 16" (2) #4 robars
scale: 1/2rn 1'-(f
Interior Bearing Wall, FILE: HURCDErI.DWO
Scale: 1/r- V-ff PLOT: Ile-19-W
REV. 4/26/95