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APPROVED
CITY OF ATILAWIC BEACIIII
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ntex Homes DAM 7 q0 REVISION DATE
NORTH FLORIDA DIVISION
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PLAN NO. DRAWN BY: REVISION DATE
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Ontex Homes
NORTH FLORIDA DIVISION
S.F.LWING AREA OKED BY: REVISION DATE
S.F.GARAGE
S.F.COVERED PATIO SHEET OF REVISION DATE
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NORTH FLORIDA DIVISION S.F.LIVING AREA CKED BY: REVISION DATE
S.F.GARAGE �w 6-
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Centex Homes
f1berglaos shingles on felt _WINQCQDE CQUERUCTIOU -_8EQUIREMEHIS
over 11r o.s.b. sheathing
on pre—engineered roof
trusses 0 2e o.c. Studs: Rafter Ties 0 4'-(f o.c. and at each Side of all openings,
varies varies top and bottom plates:
r-30 Insulation
cardboard Insulation baffles 55 Top Plate, Hughes (RT2418)
1/2" coiling board
Bottom Plate: Hughes (RT1818)
(Ties good for 865 lbs.)
I. hu hes hd 2x aluminum eave ddp 1. hughoo Id 2x Trusses: Minimum strap at each truss-Hughes Hold Down Strap
hold down strap* I x2 p.t. hold down straps (True Tle). Trusses and jacks with less than a 10'
2. double W top plate 2. double W top plate span to have (1 ) hurricane hc clip.
3. rafter ties (hughft MOM) 2xG p.t. fascia 3. raP--)r tips (hughes 011818)
0 41—Cr o.c. and 6 each soffit 0 4'—Cf 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
2x4 Wall studs to meet section 1707.3.2 for header support
and cripples.
verticle or horizontal 1 x frieze —22 gagt; ties 1(r ox.v.
siding approved for 22 gags Uss 3:r o.c.h.
required wind shear min. support for each Us Gable Ends-, See details provided on the plans for special
(200 The I/f min.) vapor barrier not to exceed 3 sq. ft.
dw (tyvek or better) of wall am framing requirements.
1/2r drywil (Note: 1st truss must be dropped so that outlooker
siding over —brick or stucco can be framed from 2nd truss back.
—appr&od sheathing for
r-1 1 Insulation required wind shear Sheathing: Sheathing to be comparable to 7/W o.s.b. with
(minimum 200 The I/f min.) 111:r drywall
rebar vertical 6" nailing on edges and 12" interior to obtain
o.c. mt/ minimum
bond of 1Z' top and ir bottorn. 1. 112"'xillf anchor bolt@ 0 3(r o.c. r-1 I Insulation a minimum of 210 lbs. per I/f of shear.
2. 20 p.t., sole plate not Ll)J-1 robar vertical
4" concrete slab w/ In continuous bead of sealant tro 21/ Inl,u,n Girder Trusses: Trusses with an uplift of between 1000- 1800 lbs.
W 10/10 w.w.m. omr bend oi top and trbottorn shall have continuous connectors from top plate to
-C concrete slab w/
6X? 10 0 w.w.m. over bottom plate.
=7_j I Vcolil membra
F, rt24 ( Hughes Manufacturing)
"barmesh"Ies used Top Plate
no loor %D finished floor 1111777.7 Pf-114 W'WhUparlmeter.) Bottom Plate- wal 50 Hughes Manufacturing)
waterproof membrane Ed — I — - �s .
E W_
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9 UJ- :9
Ir concrete block 111—jj�ir I=WEI I I —
I — Er concrete block
w\ all cells filled — Mi 11 11 1= H=fll= A ZZI flHi _10 w\ all calls filled
T
NOTE:
o -to, JrTT 1— -'�4: 0
compacted fill 114 1
finish gra si compacted fill ALL EXTERIOR WALLS ARE
finished qMd� \ - .
Tit 7r NLLI-�g-I I -I, I H, USED AS SHEAR WALLS
L_Urflmg:
1(rx if concrete footer III=-1 F Note: 1 (1)#4 rebar at all con "Icr X 1 Cr cone. footer INCLUDING ALL HEADERS AND
v/(3) #4 rebars
W/(2) #4 robars 2. top of block to top of fcm tin lNE Z-12-DEL OPENINGS WHERE PROPER
shall not exceed 4'—Ir
3. If stomwall Is less than 3' FASTENERS ARE PROVIDED. 4' a ning 5' opening
then footing must be 1(f x 20r. or It: or more
NOTE:
Stemwall Footer with Standard Wall Section ANCHOR BOLTS MUST BE USED
scale: ilt- 1,-(r WITHIN 6' OF ANY BREAKS
(WINDOWS,DOORS) IN ALL
S H EAR WALLS. Header Clipr) in lacement
_2"x2*x1/ir washer
p.t. bottom plate
MOW or ual top plate ll/fxl(f anchor bolts 0 3(r o.c.
2x4 blocWng 0 sheathing joint blockin hurricane clip H-25 or better t-45-j—exe 10/10 w.w.f. or fibermesh
7/10ra structural roof sheathing W bary or _� 4
2x4 a 2ro. mrcft cont. 71-4-L-
4
utdg\011�6 C. shingle P E kpn.gmde
�b fascia
E compacted flill
p chord of g;P and
dropped and garage door h 0 C\1 0.,-0"�
eader7 0 4 11 f
cont. 2x4 scab from top N;�l 74 12"( story)
W x - 0 to bottom chord 0 x—brocing 7/1fr o.s.b. w/,T a
w�,�rfck ledge
(prcMde additional Win nailing on edge rebor 16' (2) #4 rebar around Perimeter,
2x4 scab cant top to bottom at vertical if higher than both sides w/ 20 studs around perim
I he c a 4W to form an *0 shape) T at comer
two story) bend outelds rebor 2,
chord 0 8'—Cf from gable T Note:For garage rwtums lose Note: for a two story use
Note: 1(r mInImum width �; (3) # 4 rebarm
on ganige return. than V-110r, usis 19/32'
o.s.b. w/ 10d. nails.
Monolithic Footer
Scale: 1/r- 11–or
bottom chord of gable end truss
apa28 w/(20)1 Sd—\,, 1
2—(2) 20 top plate W stud I It XIF
W scab if vort. web Is not J 20 studs 0 1 tr o.c. p.t. bottom plate ,—red head anchor
cant 2x4xB #2 1 hurricane c
n L-3 lip L�l rwashor
lateral brace 0 OF o.c. W blocking 0 Qr o.c. between garage floor I If anchor bolt as required p.L2x4
(2)hc clips 0 4fr o.c. gable and find truss
factor]
—7 7�
Gar-age Door Return compacted fill
Platform Framing Cable End. K'.als: vapor barrier 16" (2) #4 rebars
"T t'_1' Interior Bearing Wa I FILM, HURCIDE1711.1)WO
L11Q <S Scale: I/Z*- 1'—(.f PLOT.. Ille-11—cr
REV. 4/,20/95