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APPROVED
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BUILC�ING OFFICE
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i PLAN NO. DRAWN BY: REVISION DATE
SuOeMAe-S2 NccY -&lura, DIM, 1 .3d.I1
ntex Homos DATE REVISION DATE
NORTH FLORIDA DIVISION 4�
1647 S.F.LtViNG AREA CKED BY: REVISION BATE
/3g2S.F. GARAGE
O�+ S.F.COVERED PATIO SHEET OF REVISION DATE
COPYRIGHT'GEi� F 7410 ICo S.F.COVERED ENTRY
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FOUNDATION PLAN 1/411
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PLAN NO. DRAWN 6Y: REVISION DATE
07 C)O
ntex Homes DATE REVISION DATE
NORTH FLORIDA DIVISION
S.F.LmNG AREA
EKED BY: REVISION DATE
S.F.GARAGE
S.F.COVERED PATIO SHEET OF REVISION DATE
1 COPYRIGHT o 19 S.F.COVERED ENTRY r�
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AN NO. DRAWN BY: REVISION DAA
ntexHDATE REVISION. DATE
NORTH FLORIDA DIVISION REVISION DATE
S.F.LIVING AREA CKED BY: /
S.F.GARAGE w 6- 7` 3
AWN I. C a S.F.COVERED PATIO SHEET OF REVISION DATE
COPYRIGHT 019- S.F.COVERED ENTRY
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Centex Homes
fiberglass shingles on felt
over 11r o.s.b. sheathing
12" pre-engineered roof
trusses O 24 o.c. 12 Studs: Rafter Ties 0 4'-0” o.c, and at each side of all openings,
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trusses
I varies varies� 55r•-30 insulation top and bottom plates:
1/2” catling board Top Plate, Hughes (RT2418)
cardboard Insulation baffles Bottom Plate: Hughes (RT1818)
(Ties good for 865 lbs.)
I. hu hes hd 2x aluminum eave drip 1. hughes Id 2x Trusses: Minimum strap at each truss-Hughes Hold Down Strap
hold down straps hold down straps (True Tie). Trusses and jacks with less than a 10'
2. double 2x4 top plate 1i2 p•t' 2. double 2x4 top plate span to have (1 ) hurricane he clip.
3. rafter ties (hughes rt1818) 2x8 p,t. fascia 3. raft-)r ties (hughes 011818)0 4'-0" o.c. and O each soffit O 4'-0" o.c. and o each Headers: To conform with SBCCI section 1707.3 w/ applicable charts.
aide of an opening vont side of an opening Wall studs to meet section 1707.3.2 for header support
2x4 and cripples.
verticle or horizontal 1 x frieze 22 gage; ties 16" o.°.v.
siding approved for 22 gags ties 32" o.c.h.
required wind shear min, support for each tie Gable Ends: See details provided on the plans for special
( The I/f min.) vapor barrier not to exceed 3 sq. ft, framing requirements.
dw (tyvek or better) of wall area ramn g re q
1/2r dryw it (Note: 1st truss must be dropped so that outlooker
siding over brick or stucco can be framed from 2nd truss back.
r- 11 Insulation approved sheathing for
required wind shear
(minimum 200 lbs I/f min.) 1/2" drywall Sheathing: Sheathing to be comparable to 7/16" o.s.b. with
�) 4, rebar vertical 6" nailingon edges and 12" interior to obtain
o.c. minimum r--'11 Insulation a minimm of 210 lbs. per I f of shear.
bend of 1 top and B" bottom. 1. 1/2"x10" anchor bons O 3(" o.c. p /
2, 2x4 p.t. sols plats not 1) .1 robar vertical
4" concrete slab w/ In continuous bead of sealant tro.c. / mInl,u,n Girder Trusses: Trusses with an uplift of between 1000-- 1800 lbs.
8x8 10/10 w.w.m. aver bend of 12�"topp reacndd��a / shall have continuous connectors from top plate to
Bx? 1Vcolil
0 w.w.m. over bottom plate.
�° q� ibarme h"ii used Top Plate- rt24 ( Hughes Manufacturing)
*7^-•-r' ��—'_"�' Note.
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�° finished floor ;-LR _ =-. �u 11varoun"�' perlmeter) Bottom Plate- wal50 ( Hughes Manufacturing)
waterproof membrane Ed-I- ; - _ — _ l_�—
I;I I I�111 I.1-la_I 11=�-LL=1 j I 11---111=I�f- L-11 lll--I
8" concrete block �1L=I I �l—IL - E I=WEI11 11_ B" concrete block
w\ all cells tilled I =�L=1�I- 11-111 =�- — A SI Jl-1.11—ll �I 11= —1-J1:�- w\ all cells filled
11= II-I- :1=1J1�--11�-JJ E ll1=ll1�1 1L-H-1 NOTE:
Ill—I IL- Im111 JrTT 1— 4
compacted fill I -�_ °• .' ;°' I- finished rade �+ d :� " � compacted fill ALL EXTERIOR WALLS ARE
�� finished rods)=�1 �
- --- _ 11-1J1- l , USED AS SHEAR WALLS
L- 111=L-1 - L_Urfl I LTLI 111—I I-Tll—I
1(rx 8" concrete footer — Note: 1. (1)#4 rebar at all corners "IOrx 1 C cone. footer INCLUDING ALL HEADERS AND
W/(2) #4 robarTs 2. top of black to top of footing —1 Z-12-D�_ ti!/(3) 4 rebore OPENINGS WHERE PROPER
shall not ll Is le 4'-Ir
FASTENERS ARE PROVIDED.
3. If stemwall Is Issa than 3' 4 opening 5 opening
then footing must be 10r x 20r. or less or more
Stemwall Footer with Standard Wall Section ANCHOR BOLTS MUST BE USED
WITHIN 6' OF ANY BREAKS
seals: 1/2"•• t'-0(' (WINDOWS,DOORS) IN ALL
SHEAR WALLS. Header Clipr) in Placement
2"x2"x1/8" washer
p.t. bottom plate
1/2"x10" anchor bolts O 3(' o.c.
2x4 blocking O sheathing joint blain hurricane clip H-25 or better rt1818 or equalP plate45. 8x8-10/10 w.w.f. or flbermesh
7/18"" structural roof sheathing 2x4 outrigg O 24"a.c. W barge rafter cont. -� _�
fascishingle a L n.grade :'
I I E compacted flll
I I top chord of gped ; and7 c� N rQ ct:,0 4 I
I cant. 2x�scab from atop garage door header ••
2x4 x O I'_pr to bottom chord O x-bracing 7/1 fr o.s.b. w/,T o prink ledge r 12 ( story)
�
1 (provide additional 2x4 s nailing on ed e w ( ) Y
1 rebor 16' (2) #4 mbar around perimeter,
2x4 scab cont top to bottom at vertical if higher than both sides w/ 2x8 studs around perimeter bend oublde mbar 25' at corner
chord O 8'-0" from able I he s 48' to farm an L shape) (two story) 3 4 reban
g I Note: 18" minlmum width Note:For garage rrrtume Ives Nato: for a two story use
I on ganige return. than 1'-10r, use 19/32" ( )
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o.s.b. w/ 10d. nails. Monolithic Footer
Scala: 1/r- 1'-d'
bottom chord of gable end truss
apa28 w/(20)18d
(2) 2x4 top plate 2x4 stud L�l
ed head anchor
t XIF
2x4 scab N vert web Is not prasentJ p.t. bottom plats /
cont. 2x4x8 2 syr 2x4 studs O 1 g' o.a.
lateral brace O O o.c. garage floor _ 1 d' anchor bolt as required 2"washer
(2)hc clips O 4g' o.c. gable landnflnd t usao.c. between � p.t.2x4
footer
fillP •
Gar-age
" Door
Return compacted
latform Framing Gable End. sale: vapor barrier 16„ (2) #4 rebars
scale:
_ Interior BearingWall
FILMf L11Q <5 ► 17L-: .� l� J, Scale: 1/2"- 1'--(!P PLO Ille-1HURCID -cr
PIAT: 1/°4"�1'-d'
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