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PLAN NO. DRAWN BY: REVISION UATE
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ntex Homes 7 C) E5 P,r=v is rzD DATE: REVISION Swi%J 6 DATE
NORTH FLORIDA DIVISION
160 7 S.F.UVING AREA CKED 13Y- REVISION DATE
el S.F.GASAGE
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S.F.COVERED PATIO SHEEr OF REVISION DATE
Ir bVA- e-S I 1>F— COPYRIGHT S.F.COVERED ENTRY
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PLAN NO. DRAWN BY: REVISION DATE
ntex Homes ?> 705 R c-:N/ t S a 0 DATE. REVISION DATE
NORTH FLORIDA DIVISION S.F.LIVING AREA CKED BY, REVISION DATE
S.F.GARAGE
S.F.COVERED PATIO SHEET OF REVISION DATE
RF COPYRIGHT 01 9 S.F.COVERED ENTRY
Centex Hbm' es '.
0 shIngles on felt WIHOODE GOUSIEUGIM HEOUIREMENTS
o.sb. sheathing
4pred roof —(f ox. and at each
it Studs: Rafter Ties 0 4' side of all openings,
top and bottom , plo
tea: !
[too vad"
IVQ r-30 Insulation Top Plate,- � Hugh'
I I es (RT241 8)
cardboard Insulation bW4# 1/r Wong ward
Bottom ' Plate: Hughes (RT1818)
(Ties good for 865 lba.)
1. hughes hd 2x alurninum *a" drip —1. hugh" I d 2x Trusses-, Minimum, strap at eacht, truss—Hughes Hold Down Strap
haki down Amps hold down s1sups (True Tie), Trusses and ' jdcks with less than a 109
2. double 2x4 top plate I x2 p.t. —2. douW*'2x4 top plate spon , to hove (1) hurricane hc clip.
S. rafter rilals) 2x8 P.L fascia —3. raner tw (hughes MOO)
0_'Uss - 0 f-Cr o.c. and 0 each Headers, To conform with SBCCI section 1707.3 w/ applicable charts.
0 4 Cr otut"d 0 #Wh $offit 0
side of an oWing side of an opening . . I
Wall studs to meet' section 1707.3.2 for header support
2x4 and cripples.
verticlo or horizontal I x fan* 22 gage Has I ar o.o.y.
sidl 22 gogs ties W ox.h.
ujs4apprwi*d for
r* wind shear m1n.',support for each Us Gable Endo; See details provided "'on :the plans for special
(N3 lbs 1/f m1n.) barder not la im*sd 3 sq. ft. I".1; �t i
framing requlreimentsi,,
or better) of will am
I Ir drywoll (Note 1 at truss must be dropped so thqt outlooker
AWN WW brick or stuma, con , �e' framed from 2nd truss back, '
oppr6yod sheathing for
r—I I Insulation required wind shear
(min1mum 200 The 1/f min.) Sheathing, Sheathing to bo comparable to 7116r o.s.b. with
�Of44r rebor vw*al' : 6r nailing on edges, and ' 1Z..' interior .to obtain
D c* min
bond 12% top �kWnunlf battomi— 111 Insulation a minimum of 210 lbs. per I/f of shear.
1. I/ZxUr anchor bolts 0 31r 0-0.
(044 relba rticol
2. 2x4 p.t. We plats 89 0 O.C.�7mlnlmunl 1800 lbs.
Ir concrete slab w/ in continuous boad of m1ant Girder Trusses: Trusses with an uplift of between 1000
band of I top ond if boWm shall have continuous connectors from top plate Ao
GO 10/10 w*rp- over
f oo=*U slob wl
bottom plate.
rt24 ( ;Hughes Manufacturing)
"x
Top Plate
n a ed floor ffnithed floor su _VK Bottom Plate— wal 50 Hughes Manufacturing)
watorproof membrane
ir concrete block ir cone block
w\ all cells filled W\ an 01,44
NOTE9-
ALL EXTERIOR WALLS ARE
compacted fill — il U
-finlah finish Grad& compacted no
USED AS SHEAR WALLS
I or tr concrete fQoW. Notiq I. 4 rebor at am comers 1(r we. footer INCLUDING ALL HEADERS AND
bl b wl(3) 14 robaiv
wle2) #4 rsbars z 3 4A at too ng OPENINGS WHERE PROPER
ed 4-r
3. wall Iwo than 3' FASTENERS ARE PROVIDED. 4'
W opening
then focting must be 10' x 2(f or or mom
NOTE#
ANCHOR JBOLTS, MUST BE USED
o er Rh Standard Wall Sect
Stem.wall Fo I wi ion WITHIN 6 OF A Y BREAKS
4
Scale: 11row V-cr (WINDOWSIDOORS) IN ALL
SHEAR WALLS. Header Clippina Placement
- ,:rxZx1I11r washer
p.t. bottom plate
ilrxl(f anchor bolts 0 W o.c.
b1c"n rtIBIG or aqu -top plate f45��Gxa-10/10 w.w.f. or fibermosh
20 MocWng 0 sheathing joint hunicone clip ti-25 or better ,
i CC-
7/1 fro structural root shoathIng 2x4 24a.c. 20 barge rafter oont. 74 J..
E
.4n.grado
a
compacted fill]
chard of d
b 14 IF
er7dro annd garage door
L 2xll=b from top
20 x 0 bottom chord 0 x-bracing 7/1 it P.m.b. wIS 11tory)
0 . *1 Mck,"0
rovids additimal 2xVs od a rebor 2V r*Wr around Lwrlmsteri
10) a a
wertiod N high* w outside rvbor 2T at comer
2x4 scab, cont top to bottom C than US Muds around perkn
ho C a 41r to farm 'of; 'T ahapo) (two story)
I Note: for a two stoty uoo
chord 6 W-CF fr6rn gable Note., 1(r minimum wlkfttth Notd,'For garage returns less (3) # 4 robar*
on garage retum, than I I-I Cr * 1913t
o-s-b. w/ 61navv.
Monolithic Footer
Scale: I/r-W I,-Cr
bottom chord of gable end truss
apa2d wl(20)1 Od
(2) 2x4 top plate PA. bottom plate
20 omb If vert. web Is not 20 stud d
20 studs 0 1 Or a.a. r*4 t*u anchor
coint. 2x4x$ #2 hurtfcqno clip W1 2r washer
IQWW brace 0 4T 0.04 garage floar IV anchor bolt as required p.L2x4
(2)ho clip# 0 Or ox 2x4 blocicina 0 Or o.c. between I
gable and fird truss
compacted flu
ram ' Garage Door Return "Por barrier
Platform F ing able End (2) #4 rebars
scale; T/:r., I.-Cr
scale: 1/ro, 1,-Cr
Interior Bearina Wall
RLE., HURODE17 I.DWO
Scale: I/r- V-cr
REY. 4/20/95