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APPROVED
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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.
IIL-1TTj�j_ %D -•
�° 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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fiberglass shingles on felt tex
over 1/2* o.s.b. sheathing / Cen
Homes
12" on pre–engineered roof 12"
trusses O 24 O.C. -{--�
varies varies I
r•-30 insulation WINDCODE CONSTRUCTION REQUIREMENTS
cardboard insulation baffles -- 1/29" ceiling board
Studs: Rafter Ties (Hughes RT1818) ® 4' o.c. and at each
1. Sanibel hd 2x aluminum cave drip 1. sanibel 2x side of all openings, top and bottom plates.
hold down straps hold down straps (Covers worst case of 500 lbs. uplift per ft.)
1 x2 p.t. 2. double 2x4 top plate
2. double 2x4 top plate
3. rafter ties (hughes r11818) 2x6 p.t. fascia 3. rafter ties (hughes rt1818) Trusses: Minimum stop at each truss— Hughes Hold Down Strop
O 4'-0" o.c. and O each soffit O 4'--Cr o.c. and O each (Sanibel HD 2X Trusses and jacks with less than a 10'
side of an openingside of an opening
vent 22 gage ties 16" o.c.v. span to have 1 ) hurricane he clip.
verticle or horizontal 2x4 22 gage ties 32" o.c.h.
siding approved for min. support for each tie Headers: To conform with SBCCI section 1707.3 w/ applicable charts.
required wind shear 1 x frieze not to exceed 3 sq. ft.
(200 lba I/f min.) vapor barrier of wall area Wall studs to meet section 1707.3.2 for header support
(tyvek or better) and cripples.
o.s.b. flooring o.s.b. flooring Gable Ends: See details provided on the plans for special
JI
approved sheathing for framing requirements.
required wind shear (Note: 1st truss must be dropped so that outlooker
floor trusses (minimum 200 lbs 1/f min.) floor trusses
RT 36112 to un across floor can be framed from 2nd truss back.
trusses at 48'� o.c.
( straps good for 1465 lbs.) Sheathing: Sheathing to be comparable to 7/16" o.s.b. with
1/2" ceiling board brick or stucco calling board 6" nailing on edges and 12" interior to obtain
1/2" drywall 1/2" drywall a minimum of 210 lbs. per I/f of shear.
r-11 insulation r--11 insuiation
Otrebar vertical 1. 1/2"x8" anchor bolts O 3Er o.c. (1)x!4 rebar vertical Girder Trusses: Trusses with an uplift Of between 1000— 1800 lbs.
"o,c. r�/ minimum 2. 2x4 p.t. sole plate set O 4✓�'o.c. w/ minimum
bend of 17 top and 6" bottom. in continuous bead of sealant bend of 12" top and 6"bottom shall have continuous connectors from top plate to
e concrete slab w/ a concrete slab w/
fixfi 10/10 w.w.m. over inishcd floor c finished floor 6x6 10/10 w.w.m. over bottom plate.
Top ( gterproof membrane To Pla
ate— rt24 Hughes Manufacturing
(Note: if fibermesh is used
V
finished grade to 10 finished grade Wu�1j_ 6"e w-w" ' perimeter.) Bottom Plate— wal 50 ( Hughes Manufacturing)
waterproof membrane ,11 E
8" concrete block E 8" concrete block
w\ all cells filled E
E MF w\all cells filled
'tv 'ty as 0 .; .�, compacted fill
compacted fill ;oi.q' o .-
16"x d' concrete footer Note: 1. (1)#4 rebar at all corners — 2.0"x 10" cone. footer
W/(2) #4 rebars 2. top of block to top of footing r►/(3) #4 rebars NOTE:
shall not exceed 4'-8" ALL EXTERIOR WALLS ARE 4' opening 5' opening
3. If stemwall is less than 3' USED AS SHEAR WALLS or lass or mors
then footing must be 10" x 20".
INCLUDING ALL HEADERS AND
OPENINGS WHERE PROPER
Stemwall Fwith Standard Wall Section FASTNERS ARE PROVIDED.
Scale: 1/z'= 1'-0"
Header Chin Q Placement
_27x2%1/8" washer
p.t. bottom plate
blockin hurricane clip H -25 or better
rt-1818 or equal top plate 8" anchor bolt O 4'-0"o.c.
2x4 blocking ® sheathing joint 6x6-10/10 w.w.f. or fibermesh
45'
7/16"" structural roof sheathing 2x4 outrigg O 2eo.c. 2x4 barge rafter cont. n j
shingle strip77.
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fascia E in.grade / }
I _ compacted fill J
I I I top chord of gable endJ
I truss dropped 3.5 and garage door header o _
cont. 2x4 scab from top ro i&.-O. .
� p a
to bottom chord O x–bracing 7/16" o.s.b. w/ 3" 12"( story)
2x4 x r OKh
(provide additional 2x4's nailing on edge opt brick ledge
at vertical if higher than both sides w/ 2x6 studs w/(1) rebar 16 (2) #4 rebar around perimeter,
2x4 scab cont. top to bottom I I �s 4E' to form an l_ shape) around perimeter bend outside rebar 25" at corner
chord ® 8'--0" from gable Note: 16" minimum width (two story) Note: for a two story use
I on garage return. (3) # 4 rebars
Monolithic Footer
I bottomchord of gable end truss scale: 1/2"– 1'--0"
91 ri kmpand w/(20)16d 2x4 stud
2x4 scab if vert. web is not )resent—/ (2) 2x4 top plate p.t. bottom plate red head anchor
cont. 2x4x8 #2 syJ 2x4 studs O 1fi" o.c. hurricane clip w/ 2"washer
lateral brace O 4� o.c. garage floor g' anchor bolt as required p,t.2x4
2 he 4 s ® 4g' o.c. 2x4 blocking A 48" o.c. between
O p gable and first truss
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Garse
Door Return i compacted fill
scale: 1 7'= 1'–Or'
Platform Fra m i n q Gable End / vapor barrier 16„ (2) #4 rebars
scale: 1/2"= 1'-0" I n t e r i o r Bearing Wall
Scale: 1/f= 1'-0"
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APPRoVED
SELVA LINKSIDE
ARCHITECTURAL REVIEW COMMITTEE CnW
DATE: :5-- i 1
Sect ion A Section ---
3/411 = 11 - 0n Aw 3/411 - I1 -- 0u
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R A M I N � �' L. A N � .
Q U N A T I Q N L A N
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DR YN BY:
MDO
DESIGNED BY:
SCALE:
1/4" 1' - 0"
DATE:
/8/91
JOB NO.
91164
SI EW NO.