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PLAN NO. DRAWN M. REVISION DATE
DATE REVISION DATE
ntex Homes 7 C) Psvt r=r) '–T.1 LW. -Do.. SWIiJ6
NORTH FLORIDA DIVISION &F.LIVING AR CKED By: REVISION DATE
EA
&F.GARAGE.
C2 S.F.COVERED PATIO SHEET OF REVISION DATE
COPYRIGHT wig— &F.COVERED ENTRY 4
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PLAN NO DTIAWMN Elf: REVISION DA
DATE: REVISION. DATE
x Homlns -67
NORTH FLORIMA DMSION S.F.LIVIN CKED BY' REVISION DATE
G AREA
S.F.GAJtAGE 714-41
S"Er REVISION DAM
S.F.COVERED PATIO
T OF
COPYRIGHT S.F.COVERED ENTRY
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1. 61�-F, 11
fiberglass shingles on felt HINUGODE QQNSIRUQ N-REOUBIREIAEUT
over 1/Z cm.b. shoathIng
an pro-ongin"red roof Studs: Rafter 'ries 0 41—(f o.c. , and. at each side of all openings,
trussed 0 24! c.c.
d bottom
top on plates:
Varies varies
r-30 Insulation Top Plate: Hughes (RT2418)
—cardboard Insulation baffles r- 1/f calling board Bottom Plate-, Hughes (RT1818)
(Ties good for 865 lbs.)
1. h ha hd 2x aluminum eave drip 1. hughoo Ild 2x Trusses: Minimum strop at each! truss—Hughes Hold Down Strap
down straps hold down straps (True 11e). Trusses andljcicks with less than a 10' .'
2. double 20 top plate 1x2 p.t. —2. double 2x4 top plate span . to have (1) hurricane hc clip.
3. rafter ties (hughes 61818) W p.t. fascia 3. ranw Use (hu 1`11818)
G 4'—Cr o.c. 0 each
6 41-Cr c.c. and 6 doch Ord Headers; To conform with SBCCI section 1707.3 wl applicable charts.
soff1t.
side of an opening Ohio of an opening Wall studs to meet ,section 1707.3.2 for header support
vent
2x4 and cripples.
.vorticlo or hortiontal —11 x frieze 22 sage ties lar COX,
filar? approved for 22 page ties 3r c.c.h.
u red Wrid shear m1n. support for each tk Gable Ends. See : details provided "on jhe :�plans for special
(260 be i/f rnin) or barrier not to exceed 3 sq. ft.
framing requirementsi`-'
rt;" or twtter) of wall area
drywall (Note: 1 at truss must, be dropped so. that outlooker
slang pier brick or stucco can be framed from,,,2nd truss back. '
appr6v*d sheathing for
r-1 i Insulation required wind shear 0084b. with
(minimum 900 The 11f m1n.) I/f drywall Sheathing: Sheathing to be. comparable"; to 7/16*
6" nailing 'on edges and 1 Z interior .to obtain
g)184.rvbar vortIcal
*.*. 1,1 "In,
bond of 1 top 101M bottomr— 1. 11,?x1Cr anchor bolts 0 3(r o.c. r-1 1 Insulation a . minimum of 210 lbs. per Ilf of . shear.
4 re r Ical
2. 20 p.t. sols plate ad g)J'aro. /rrtllnlmum Girder Trusses: Trusses with an uplift of between 1000— 1800 lbs.
4! concrete slab w/
In continuous bood of setilant rid of p plate to
&e 10/10 W.W.M. am be. too ond irbottorn shall have continuous conneotors from to '
-,f conmAs slab W/
10/1P.W.W.m. ovw bottom plate.
cturing)
*4 7 -7 "=4rh To used Top Plate— rt24 ( �iHughes Manufa
It,awr 0-tim-perimeter.) Bottom Plate— wal 50 Hughes Manufacturing)
finished floor
t
waterproof membrane
1 41 t
Ir concrete 9164- E Ir concrete block
I "a w\ all cells filled
W\ all cells . led NOTE-
ALL EXTERIOR WALLS ARE
'Do! w
compacted fill Q S ,&: compacted fill
IT M, Ik' 4 11olshid amdo finishod rods; .4; L
L USED AS SHEAR WALLS
1 frx Ir concrete footw "air, 1. (1)#4 robar at all corners 2Wx lCr cone- focw INCLUDING ALL HEADERS AND
W/(2) #4 rebate 2. top of block to top of footing w/(3) #4 rebars OPENINGS' WHERE PROPER
shall not exceed 4*—Ir
FASTENERS ARE PRO\4DED# V opening 5' opening
3. If stomwall In I*1110 than 31
or low or mom
then footing must be 1OF x 2Cr.
NOTE:
ANCHOR POLTS �MUST BE USED
Stemwall Foolelr' with Standard Wall Se.ction WITHIN 6! OF ANY BREAKS
Scald: 1/40�4- 11-cr (WINDOWS,DOORS) IN ALL
SHEAR WALLS. lacement
Ideader Clipp-ing P
fitrAlir washeir
p.t.:bottom plate
i/fAW anchor bob 0 Ur a.c.
rtI618 or equal top plato 64-10/10. w.wJ. or flbwm"h
blocking I I I
20 blocking 0 sheathing jolnt�� hurricane dip ji-25 or better, 0 M
g
2x4 a 2,ro.c. 20 barg
7/ito structural roof sheathin &rafter cont.
E E
-,Vn.gmde
f
E d fill]
MPG
"---,fop chord of SjWp and 410 10
truss dropped and garage door header
cont. 2x4 scab from top ry)
12�( $to
to bottom chord 0 x-brocing 7/1 Ir o.o.b. *1.V 41 1
2Nx 4 x 0 (provide additional 20's pailln od a I z12114 rob-or around rrlm#W,
outside robar 2 at comer -
W ry
20 *cab cont. top to bottom- 2x6 studs around ped " ) ": for a two story u4s
at vertical If highe sa (t -0 $to
.,LE than both
OF to form an shape)
chord 6 8'-Cr from gable Note: 1fr minimum w1ft "oits;For gampe returns loss (3) # 4 robare
on garage return. than 1*-ICr use 101V
o.e.b. w/ Idd. nalls.
Monolithic Footer
I
soold: I
..-��bottom chord of gable end truss
1/2W
(2) 20 top plate cpa28 w/(20)15d-N- p.t. bottom plate 20 stud red ke'ad anchor
washer
20 scab If vert. web Is not pro mint cont. 2x4x8 #2 20 studs 0 1 Ir o.c., hunicone Cop
latsiral bmos 0 47 C.C. garage floor anchor W as required p.L2x4
-20 bloeldna 0 41r o.c. between
(2)hc clip@ 0 Or CIA
gable and first truss
Garage Door Return
Vap" bonier (2) #4 robars
Platform Framing Gable End
amid: 1/,T- 1 —cr
ficalr. Vf- V—cr
Interior Bearing Wall, FKL- HURCMIxWo
Scale: I/f- V-11f N-ar., i 1,C-I 1-cr
REV. 4/26/05