Linkside Drive 1275 AIC— 1�4 L
.1 .-�
�?_-4 14T.
1qL
LA
jai
<.-I d
ZI-4
ON
4
0
F�M 11Ze VdIZ LI&VOG,
UK ALU eAj5lkzTs.
-Z 0
.........
kk\
4L
ILI- L, I I
Lo 1-0,
44
IT
r_1p.AA
7T
r
toll R4 C 1,
5LC) Lo 4-11
r:
Al
Li
v
4111
40,
-,Z
7
.r -4A
— 5 j rib i '97
G
L-4
7
Lo
7r.
.. 1/1 1
TL
6D
:_j
<
o
AID R QV 5 H
Re vic MAC
BUt,L.DMG
d
A
'y
J,
Rovv- D
AP
ovA-
PLAMMU E, 7oNjtjG 0MCE
7
_U
AD 6&&
tA
I d
Fin
;1
1994
Iq
..7 oniq
Building and Z
1:7:
7
4-
Lo-T -1(_o*.U41-r 1': SELVA
IMMON, DA-M
'PLAN;No.
D AT M DATE
v M-n-'ORMA DIVISION,
ORT
ZKEDZ�4..
01
—41i
L4 I
SiF..,GARAC3F_
'DATE
Z.F COVERED;PAMO '� OR
4S.F.COVERED ENTRY- swm, /-OF
vno
*LL
46,
oft
-44
21491(,
PL _;x
1)
Kyl
-77
At
p q
r
IA s
77,
21- 0
49A - AP
"07T _lU 'U�JIT 1 . -5eLVA I_I�dvs I r->e- 1275 ZI
REVISUM MATE
No. MRAWSY:
-DATME
M 11EVISION
it�zx " o%mes
JW0iRTH.FLZWWA:DMSl0K_: .._
REMON -.t)ATE
W-13VINGLAIT,� ,,'
W.COVEREMPATIO
_sHEFT -OF REW WON DXTE
COPYRIGHT -W.COVERED ENTRY,
1�,c.
Ir
=4 ppil
"-iSz:Fj rl -N
RL.
I L
LAJ
-T
C7.
Q0.1
T-1 -D -p-4 Cl
71U U�A 11- 1 '�5>F-I-VA NO. DRAWN BY: REVISION DATE
ntex Homes 570 DATE. REVISION. DATE
NORTH FLORIDA DIVISION S.F.LIVING AREA CKED BY: REVISION DATE
S.F.GARAGE 5w&-
S.F.COVERED PATIO SHEET OF REVISION DATE .
COPYRIGHT 019- S.F.COVERED ENTRY
16h
Centex Homes
fibergla shingles on felt
over 1172� o.s.b. sheathing WINDCODE CONSTRUCTION REQUIREMENTS
on pre–engineered roof
varies trusses 0 2,V o.c. varies r-30 Insulation Studs: Rafter Ties (Hughes RT1 818) @ 4' o.c. and at each
—cardboard Insulation baffles r---Ilr coiling board side of all oFenings, top and bottom plates.
I (Covers wors case of 500 lbs. uplift per ft.)
aluminum save drip Trusses: Minimum stop at each truss— Hughes Hold Down Strop
1. sanibel hd 2x - sanibel qd 2x
hold down straps I x2 p.t. hold down straps (Sanibel HD 2X), Trusses and jacks with less than a 10'
2. double 2x4 top plate 2. dejbla 2x4 top plate span to have (1 ) hurricane hc clip.
3. rafter ties (hughes rt-1818) 2x6 p.t. fascia 3. rafter tics (hughes rt1818)
0 4'–Cr o.c. and 0 each soffit 0 V-Cr o.c. and 0 each Headers: To conform with SBCCI section 1707.3 w/ applicable charts.
side of an opening side of an opening
vent Wall studs to meet section 1707.3.2 for header support rN
2x4 and cripples.
verticle or horizontal Ix frieze __J 22 gage ties W o.c.v.
siding approved for 22 gage ties 327 o.c.h.
required wind shear min. support for each tie Gable Ends: See details provided on the plans for special
(200 lbs I/f min.) not to exceed 3 sq. ft. framing requirements.
vapor barrier of wall area
11Z drywall (tyvek or better) (Note: 1st truss must be dropped so that outlooker
brick or stucco can be framed from 2nd truss back.
approved sheathing for
r-1 I Insulation requIred wind shear
(minimum 200 lbs 1/f min.) 11�r drywall Sheathing: Sheathing to be comparable to 7/16" o.s.b. with
(1)#4 rebor vertical 6" nailing on edges and 12" interior to obtain
0 Wo.c. w/ minimum a minimum of 210 lbs. per 1/f of shear.
bend of 1Z top and 6' bottom.----7 1. 11Z*xEr anchor bolts 0 36r o.c. r–1i Insulation
2. 2x4 p.t. sole plate set 44 rebor vertical Girder Trusses: Trusses with an uplift of between 1000— 1800 lbs.
e concrete slab w/ In continuous bead of sealant 4�1 41ro.c. W/ minimu m
6x6 10/10 w.w.m. over band of IT top and erbottorn shall have continuous connectors from top plate to
,V concrete slab w/
6x6 10/10 w.w.m. over bottom plate.
7 waterproof membrane
E E -1-4 Top Plate— rt24 ( Hughes Manufacturing)
(Note: if fibermesh is used — wal 50 Hughes Manufacturing)
finished floor 'N "a finished floor Wull–Ve cwo'wifl' perimeter.) Bottom Plate
waterproof membrane E E
3 :3
19� co)ncrete block E E W concrete block
w\ alll cells filled 's; .r_ w\ all cells filled
E
coompacted fill 0. 10.1 14 0 compacted fill
11' fin] hod rode"" finished grade
A
115'x 8" concrete footer Note, 1. (1)14 rebar at all corners 2Crx W conc. footer
W/(2) #4 rebars 2. top of block to top of footing w/(3) #4 rebars NOTE:
shall not exceed 4'–Er ALL EXTERIOR WALLS ARE 4' opening 5' opening
3. If sternwall Is less than 3'
or less ore
then footing must be lCr x 2U*. USED AS SHEAR WALLS or m
INCLUDING ALL HEADERS AND
41 OPENINGS WHERE PROPER
Stemwall Footer with Standard Wall Section FASTNERS ARE PROVIDED.
Scale: 11r= V–(f
Header Clipping Placement
_2"x:tx1/&' washer
p.t. bottom plate
blockin rt1818 or qual top plate Ff anchor bolt 0 4'–(fo.c.
2x4 blocking 0 sheathing joint hurricane clip H-25 or better —6x6 10/10 w.w.f. or fibermesh
7/16r" structural roof sheathing--\ 2X4 0 2x4 barge rafter cont. 7
>
2eo,
utrl9\90 c. shingle strip —7714 -1'
fascia > E :4
in.grade
top chord of gable end > compacted filli
truss dropped 3.6' and garage door headery< 0
cont. 20 scab from top
7/1 o.s.b. w/ 3'
to bottom chord 0 x–bracing
e,> 12"(01 story)
2x4 x - r r 0 (provide additional W's nailing on ed e
at vertical If higher than < > both sides w) 2x6 studs op brick ledge
2x4 scab cont. top to bottom 4EV to form an mL7 shape) rebar i c` (2) #4 rebor around perimeter,
chord 0 B'–Cr from gable s around perimeter (two st bend outside rebor 2T at corner
Note: '16" minimum width :j two story use
on garage return. (3) # 4 rebars
krhi.0
<hc *c .9te,r
>
ff
Monolithic Footer
bottom chord of gable and truss > Scale: 11f. 1'–(f
kmpand w/(20)16d X
2x4 stud
2x4 scab If vert. web is not present—/ (2) 2x4 top plate > p.t. bottom plate red head anchor
2x4 studs 0 16" o.c. wl 22"washer
cont. 2x4x8 #2 syp hurricane clip
lateral brace 0 4T o.c. garage floor anchor bolt as required p.t.2x4
2x4 blockin 0 41f o.o. between L_
(2)hc clips 0 49' o.c. gable and kst truss �LF J
t4l
Ga.rage Door Return vapor barrier compacted fill
Platform Framinq Gable End, scale: 11r= 1'–(P 16 It (2) #4 rebars
scale: 11r= l'–(f
Interior Bearinq Wall
Scale- 1/2�*= 1'–Cr