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PLAN NO. DRAWN BY: REVISION DATE
Intex Homes F.\/ 143 J= DATF_ REVISION DATE
57 CD - 5
NORTH FLORIDA DIVISION
7Z S.F.LIVING AREA CKED BY: REVISION DATE
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PLAN NO. DRAYM 13Y, REVISION' DATE
ntexHomes 3705 ;zM*qlluMDATE- REVISION DATE
NORTH FLORIDA DIVISION
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S.F.LIVING AREA CKED BY: REVISION DATE
S.F.GARAGE
S.F.COVERED PATIO SHEET OF REVISION DATE
COPYRIGHT 019- S.F.COVERED ENTRY
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Centex Homes
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fibergloss, shingles on felt NYINUGODE to ON BEQUIEEMEHIS
over 11;r o.s.b. s4athing
on pro-onjarm mot
Studs: Rafter Ties 0 4'—Cr O.Cj and at,.each side of all openings,
truss" 0 44 0,0.
top and bottom plates;
r-30 Insulation Top Plate: " Hughes (RT2418)
cardward Insulation baffles r- -jl;e celling board i
ZL Bottom : Plate. Hughes. (RT1818)
(Ties g od for 865 lbs.)
aluminum so" dilp Trusses: Minimum strop at each! truss—Hughes Hold Down Strop
1. hueu hd 2)c —1. h *a lid 2x
ho, down stropq huld do.. *up@ (True T'le). Trusses and ' with less than a 1 Of
2. double 20 top plato I x2 pI —2. double 20 top Oats span to have (1) huWccacn�es fir, clip.
3. rafter ties (hughes rijais) 2A p.L fascia rafter P,(hughu MIMS
0, V- C. and 0 each) Headers; To conform with SBCCI section 1707.3 wl applicable charts.
0 V-CF o.c. and 0 owh soffit
Wde of an opening vent side of an opening Wall studs to meet',section 1707.3.2 for header support
2A and cripples.
v*rW* or horizontal I X fdozo —22 gage ties I or olo.ye
22 gage time 3r a.c.h.
sidin? approved (or 'Iqn for special
u
red Wnd shear mir'.4 vu each tie Gable Ends, See details provided "on 'the p 5
ort for
(20" On 1/f,min.) or bonier klot to opxpc"d 3 sq.
framing requireirrientec
(I;ok or better) of wall am
(Note* 1 at truss Innuat be dropped so. thqt outlooker
&WIng ow brick or otucco can �el' framed from 2nd truss back, '
appr6v#d shouthing for
r-Ii Insulation
ri4uked wind &hoar'
(minimurn 200 Ibs 1/f rn!".) Sheathing, Sheathing to be conriparoble'; to 7/1(f 1:o.a.b. with
I)J4 rebor verticol'
Er nailing on edges and W;�interior Ao obtain .
Illy. 21V "nlnun� bottom
bend top 1. IlZxl(r anchor Wits 0 3ir 0.0. 1.11 Insulation q . Minimum of 210 lbs. per I/f of 'shear,
Ind
2. 20 p.L We plats sot re rucw
41 concrete slab w/ a. 7MInImum Girder Trusses: Trusses with an uplift of between 1000— 1800 lbs.
In continuous bead of sealant
840 10/110 w,w.rn. over bond of top and Irbottom
Shull have continuous connectors from top plate to
over bottom : plate.
—,r concrete slab wl
mom
__rA -7
Hughes Manufacturing)
F-j barmesh a used Top Plate— rt24
Bottom Plate— wal 50 Hughes Manufacturing)
od floor finished floor QV9U
waterproof membrane
if concrde Ir concrete block
W\ all coils I W\ an cons flood
A,I I-
E NOTE$
LI
do
compoc t 11111 1�1 ;1 . flnMed grade
winpocted flil ALL EXTERIOR WALLS ARE
USED AS SHEAR WALLS
I if x tr concrete foater Not#; 1, )J4 rebar at all corners Zrx 1cr cone- f00fAW INCLUDING ALL HEADERS AND
WI(2) J4 rebars 2. of block to top of footirm W/0) #4 rebars OPENINGS WHERE PROPER
rvA expeed 41-8
3* amwall to low than 31 FASTENERS ARE PROVIDEDO 41 opening W opening
I then footing Must be IT x 2Cr or 10" or more
NOTE:
ANCHOR BOLTS MUST BE USED
stemwall Foote'r with Standard - Wall Section WITHIN 6r OF A Y BREAKS
Scale; 114'm V-cr (WINDOWS.DOORS) IN ALL
SHEM WALLSO Header Clipping Placement
.,fxrxI/1r washer
1p.� 40tt0M plate
I If xI(f anchor bad* 0 30r o.c.
t-45!'�'Fexa 110/10 w.w.f. or flbwm*M
20 blodting 0 sheathing joint blookin hurricane dip fi-25 or b6tt6r�. MOW or equal top plat.0
7/1 Or- structural roof sheathing— 2x4 0 24Fo*c, 2x4 barge rafter cont. 7176
shingle ittip E
fasold ."n.grode
F
compacted full
op chard of gj.b? aegj b 1,4
0*
garage door haoderr
dro
L 27ps'cdab frorn top 1 2z" story)
bottom chord 0 x-bracing 7/1 Or P.O. *12r lid wo
W x (provide additional 2x4's g�lfing n ed a IV a2) 14 rebor around orlmeter,
d,t.vertical If 41ft than th W)I 2x8 studs around parkn 0 $to,f) nd outside rabor 25' at o"r
2x4 mmb cont. top to bottom a 4 to form arl L shops) Note: for a two story ute
Nots,.For garage returns less
chord 0 W-Cr fr%im gable NGt*.* fir minimum width (3) # 4 rebare
on ganige return. than I' use I V/Jr
o.s.b. nalls.
Monolithic Footer
Scale; 11r." 11-d*
11 lu Ill
bottom chord of gable end truss
or428 w/(20)lbd
20 stud
20 soub If vert. web to not Kqwd_�I, (2) 20 top plat* p.t. bottom plate r6d rd anchor
conL UU01 #2 r J 20 studs 0 1.Ir o.a. garage floor hurricane clip w/ washer
la*ul broom 0 49 0.94 2x4 blocicim 0 4ar o.c. between I(f anchor Wit as required p.t.20
(2)ho clips 0 Or ox gable and first truss
4* ;P6.-W
-7
... '117
E
C-t
Garage Door Return
barrier 16. (2) #4 robare
Platform Fram ' Gable End 0-cr
Ing owls: TIr. I
Moir. Ilf-I 1'-(F
Interior Bearing Wall
ML HURODEMI)WO
Scale; ll/r� I#_(jr PI.M. 1/4F w I 0_(r
REV. 4/20/175
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