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CITY OF ATLANTC BEACH
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BUILDING 01.1r1ca
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1994
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REVISION DATE
PLAN NO. DRAWN BY'
DATE REVISION DATE
ntex Homes
NORTH FLORIDA DIVISION CKED Sr. REVISION DATE
77
S.F.LlVtNG AREA
S.F.GARAGE
S.F.COVERED PATIO SHEET OF REVISION DATE
copyFuGHT aig— S.F.COVERED ENTRY
77-
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It PLAN NO. DRA%W BY: REVISION DATE
OntexHomes 7 C) DATE: REVISION DATE
NORTH FLORIDA DIVISION S.F.LIVING AREA ICKED BY: REVISION DATE
S.F.GARAGE
S.F.COVERED PATIO [;;iii7T OF REVISION DATE
COPYRIGHT S.F.COVERED ENTRY
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xHom- -eos PSr. /o DATE RSMON. MATS.
MORTIf FLORIVA.01=0k 5� 76
SA LrVMG AIRE% 'CKED REVIMON
COPTRIGHr MP COVERED PATM SHEnr OF ReVISION DATE
&r-.�COVERED EXTW
Centex Homes
WINDQQQE OUSTRUTION BEOUIEEMENI5
Studs: Rafter Ties (Hughes RT1818) 0 4' o.c. and at each
side of all openings, top and bottom plates.
Trusses: Minimum stap, at each truss— Hughes Hold Down Strap
(Sanibel HD 2X).
Headers: To conform with SBCCl section 1707.3 w/ applicable charts.
Wall studs to meet section 1707.3.2 for header support
fiberglass shingles on felt and cripples.
over 1/Z 9-s.b. sheathing
It on pre–engineered roof
trusses 0 24- o.c'
varies r-3U 'insulation Gable Ends: See details provided on the plans for special
cardboard Insulation baffles 1/2r coiling board framing requirements.
(Note: 1st truss must be dropped so that outlooker
1. sanibel hd 2x aluminum save drip 1. eanlW to 2x can be framed from 2nd truss back.
hold down straps I x2 p.t. hold down Arope
2. double 2x4 top plate 2. double 20 top plate
3. rafter ties (hughes rt'18118) W p.t. fascia 3. rafter iies (hughos rt'1818)
0 V–Gr o.c. and 0 such soffit 0 V–(f o.c. and 0 each
side of an opening vent side of an opening
2x4 22 gage ties 1fr o.c.v.
verUcle or horizontal I x frieze
sidin? approved for 22 gage We & o.c.h.
re u red win shear min. support for each Us
(Z The Vf min.) not to or.cmd 3 sq. ft.
IN r barrier of wall arao 2*xrxlld* washer
1/t drywall ( sk or better) PA. bottom plate
approved sheathing for brick ior el%ucco Or anchor bolt 0 4'–U*o.c.
r–11 Insulation required wind shear t 6XG 1 10/10 w.w.f. or f1bormesh
(minimum 200 lbs Vf min.) 11r dryw(;-i i–-�;4. J–
g)14 robar vertical E
kn.grads
Wo.c. wl minimum %_ _-
bond of tr top and bottom r–I I insulution E
1. 11txlf anchor bolt* 0 41f o.c. compacted fill
re r vertical b tq 0 (Y. F
2. 2x4 PA. sole plate set 0 , 71
concrete slab wl In continuous bead of sealant 0 minimum "4P
6x6 10/10 w.w.m. over bond Of W�p and bottom 0 Prick 1�!go b lvcdel story)
-V concrete slab w/
C! GxG 10/10 w.w.m. over WN robar 2) 4 robar around perimeter#
A around perimeter (two'�soto tonjoutside rebar 2T at comer
E Note: for a two story use
ntmk&A 10 finished floor (3) j 4 robars
waterproof membrane— E/ waterproof membrane
fr concrete blo A Ir concrete block
.9
.9 w\ all calls filled
w\ all calls filled E E M o n o 1 *1 t hic Footer
MW 14
compacted fill KY.- compacted fill
finished grade l/ finished grade Scale. 11:r- r–If
7r
Wx W concrete factor Note: 1. JI)J4 robar at all comers 2(rx Kr conc. footer
WI(2) J4 rebars 2. op of block to top of footing v/(3) #4 robars
shall not exceed V-8r
Stemwall Footer with Standard Wall Section 2x4 stud rod head anchor
hurTicans clip wl twasher
Ln Scale: 1/2"- V–Cr as required p.t2x4
,kr"-7
T
L
U r compacted fill
ca vapor barrier—r– (2) J4 robars
CU
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-Interior Bearing Wall,
LU
Scale. 1/2*- V–Y'
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