Linkside Drive West 1629 4PA u
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Centex �Iomes
fiberglass shingles on felt WINDCODE QQN51BUQIION REQUIREMENT
over 1/;r o.s.b. sheathing
Ur on pro-onginoorod roof Studs: Rafter Ties 0 4'-(f o.c. and at each side of all openings,
tmeses 0 2r o.c.
varies Voris$ top and bottom plates:
F-30 Insulation Top Plate: Hughes (RT2418) V J
cardboard Insulation baffles 111r calling board
Bottom Plate: Hughes (RT1818)
(ries good for 865 lbs.)
1. hu has hd 2x aluml.num save drip 1. hu has Id 2x Trusses: Minimum strap at each truss-Hughes Hold Down Strop k�_
hoFd down Amps I x.2 p.t. hold down stiops (True Tie). Trusses and jGcks with less than a 10'
2. double 2_x4 top plate —2. double 20 top plate spun to have (1) hurricune tic clip.
3. rafter Us@ (hughoo rtl8`18) 2xG p.t. fascia —3. rafter ties (hughes M818)
0 4'-Cr o.c. and 0 each soffit 0 4'-(F o.c. and 0 each [leaders: To conform with SBCCl section 1707.3 wl applicable charts.
side of an opening Vent side of an opening Wall studs to meet section 1707.3.2 for header support
2x4 and cripples.
vertIcle or horizontal 1X frieze 22 gage Uss lar o.c.v.
siding approval for 2.2 gage Use 32r o.c.h.
mul"4 wind hear min. support for each tie Gable Ends: See details provided on the plans for special
(200 lbs l/f min.) vapor bar-Fier not to excoW 3 sq. ft.
(lyvsk or better) framing requirements.
of W1311 area
11Z drywall (Note: 1st truss must be dropped so that outlooker
siding over brick or stucco can be framed from 2nd truss back.
approved sheathing for
r-11 Insulation required wind shear
g)4 rabor Vertical (minimum 200 The 1/f min.) drywall Sheathing: Sheathing to be comparable to 7/16! o.s.b. with
o.c. wl minimum 6r nailing on edges and 127 interior to obtain
of
bond 2 top and W bottom. 1. J1Zx1(f anchor bolts 0 30r o.c. r—I I Insulation a minimum of 210 lbs. per I/f of shear.
2. 2x4 p.t. solo plate set 04 rebar vertical
e concrvto slab wl In continuous bead of sealant aro. w/timinimurn Girder Trusses: Trusses with an uplift of between 1000- 1800 lbs.
exe 10/10 W.W.M. over bond of 12 p and ff bottom
concrete slab wl stiall have continuous connectors from top plate to
bottom plate.
F 1 10 0 w.w.1n. over
qcollf — rt
f 19 A To=Is u a a d Top Plate 24 ( Hughes Manufacturing)
74 17 IN I'.-' -"
p U1. - W I
all-wh"j. perimeter.)
10 14 finished floor WUI-%Is wou Bottom Plate- wal 50 Hughes Manufacturing)
waterproof mombrano- IBM=
ILI:-11
- I 1p—
HT
Er concrete block T�j concrete block
w\ all calls filled I W__LL1_ J!Ew w\ all calls filled
Lp
ly HI.- NOTE:
Amid
.] —1 U4 ALL EXTERIOR . WALLS ARE
compacted fill. WtLt- _Udnish
W _-LUMITI-1 CA.J=W-1:1 compacted fill
�Ll LL,- Lu �-Apl USED AS SH EAR WALLS
Di 1F1 L_U�
Note: 1. rebar at all corners 2(fx 1Cr conc. footer
LIn VI ad Qmdo finish 9 - a I 11—al—B 1-
I ON ar concrete foo ter 1 01-1-1 - INCLUDING ALL HEADERS AND
W/(2) J4 reborn 2. p of block to top of footing W/(,3) #4 reborn OPENINGS WHERE PROPER
*hall not exceed 4'—ar
3. it stamwall Is low than 3' FASTENERS ARE PROVIDED. 4' opening W opening
then footing must be I Gr x 2(f or less or more
NOTE:
Stemwall Footer with Standard Wd I I Section ANCHOR BOLTS MUST BE USED
WITHIN 6' OF ANY BREAKS
Scale: 11/r- 1'-(f (WINDOWS,DOORS) IN ALL
SHW WALLS. Header Clipping Placement
_Zx2'x1/ar washer
p.t bottom plate
111,f0f anchor bolts 0 Ur o.c.
2x4 blocking 0 sheathing joint blocking hurricane clip H-25 or better W815 or equal top plate US 10/10 w.w.f. or fibermosh
oathIng-A 2X4 a 2,Co.c. 20 barg f
711TO structural roof sh &ra ter cont.
utrfg\g*\.* shingle p E
X n.grods
fascia A 1
E E
compacted fill
'----tg chord of gq�gp and b
t as d pod and rvq 0
ara garage door header 7- 1.
cont. 22 scab from top Z'( Story)
0 to bottom chord 0 x-bracing 7/1 Cr a.w.b. w1Jr zh,Mck ledge
2x4 x (provide additional 20's nailing on ad is rebar 16 ;,(2) 4 rebar around L),orimeter,
20 scab cont. top to bottom at vartIcal If higher than both sides wy 2x6 studs around perim or (two story benjoutside rebor 25" at comer
chord 0 W-CF from gable ho cl I 41f to fonn an '1! shape) Noto:For garajs retums lose Note: for a two story use
Note: Ur minimum width (3) # 4 reborn
on garage retum. than V-11CF, use 1913f
o.e.b. wl 10d. nalls.
Monolithic Footer
Scale: 1/2r- 1'-Ur
L bottom chord of gable end truss
2x4 scab if vert. web Is not presont__/ (2) 20 top plate apa28 w/(20)16d p.t. bottom plate 20 stud I/Zxer
7.x4 stud a 0 1 er o.a. —red head anchor
cont. 2x4x8 #2 r hunfcane clip w/ 2rwasher
lateral brace 0 470.0. garage floor as required
20 blocking 0 4fr o.c. between I(f anchor bolt p.t.2x4
(2)ho clips 0 4ar o.c
gable and first truss
J�"l 27 19(1,r
I" Tj
Gara Door Return compacted fill Build;
Platform Framinq Gable End g e vapor barrier (2) 14 reborn Ifig and Aning
$cold: 111r- 1'—(f
scale: 114r- i'-(f
Interior Bearinq Wall, FILE: HURCDEMIDWO
P1 OrT.. Illf-10-ff
PrY. : 4/20/q5