Linkside Court North 1673 _TP
C)J--,t,4 47-
Eli
LA__r_
M-7—EE-=M- -1
4-0
�ROVED
. .......... .............. A ig P
I LAi4 I Ir
f UF A BEAC
j3UILUING OFFK;
I LL
I T f I
;� /
LOT 116 iJOIr Z SELVA
R =ON
DATE 0 CAM.
z oo DMWN BY- Maw"
�x, nos
1.
MOR
TMFWRWA ORMON.
RMSION
Sir.UNING AFMA so Erf.
S.A.GAKAGE
z
SP.COVERED PATIa REYISION CATS
COPYRiGHr &A.00VEREDWfW- OF
jbi.
cl
RAT
U1
A
IL
4 7� rf
-j
!ZO
4:�dLA tail
=7
loll
1 C21
F
t1
Air— Gil
F
L
—4 do
vowvr
Ij
A
T "I to,11L
—71 D
-,j IT
IOU
J
Vp
Oj
4
4p' elf
qlzc
-7
12;1
�aT lie LJ�-UrV-L- !SF-WA- U0f-S1PC-- PLAN NO. DRAWN BY: REVISION OATI
0 V t 5 F. DATE: REVISION' OAT]
ntex Homes BIOS .
NORTH FLORIDA DIVISION S.F.UVING AREA CKED BY: BEVISION OAT
S.F.GARAGE
S.F.COVERED PATIO SHEET OF REVISION OA7
R-F COVERSO ENTRY
T
4
r- ice
0
r
Cd V.6. 74
---.a wl.
c 0-1-f p-9.3;7 r----T-21 Z AM 0-r.)
a L;
..2
----------
T-r-r,
2 'r-
<)
—TT
,!51Z. A 4,
7=
�v
L4�,T 118 UQlT Z SELVA Wik-SIDE REVISION DATE
PLAN NO. DRAWN BY:
entexHomes R V-1 I SEfn� DATE. REVISION DATE
NORTH FLORIDA DIVISION S.F.LIVING AREA CKED BY: REVISION DATE
S.F.GARAGE
OF REVISION
S.F.COVERED PATIO SHEET D
COPYRIGHT S.F.COVERED ENTRY _)13)LQA� CUI
f.A!
-11-177, '77 1 -------------
4:tn ';' 7 1 - ' 'r _1WZ___ .1�'"k Zi< � �
7 A
�7!
7171 77 T. 0 `5�1, M,"'M 7
Centex Hames
fibeirgloss shingles on felt WINQQOQE CON �N--BEQUIREMENI
over 1/:r o.o.b. sheathing
If �rs–snglnoorod roof e000_0 Studs: Rafter Ties 0 4'—Or o.c. and at each side of all openings,
tvarles =ss 0 94P o.c. varied r-30 Insulation top and bottom plates:
—cardboard Insulation baffies 11r calling board Top Plate: Hughes (RT2418)
Bottom Plate, Hughes (RT1818) ilk<
(Ties good for 865 lbs.)
Trusses,- Minimum strop at each truss–Hughes Hold Down Strap
1. hu has hd 2x aluminum am drip 1. hu?h" d 2x
t 0
N down strap@ 1x2 p.t. ho d.down straps (True Tie). Trusses and lacks with less than a 10 Flr)
2. double 20 top pkas 2. double 20 top plot# span to have (1) hurricane hc clip.
3. rafter ties (hughes rtI1518) 2x8 p.t. fascia —3. rafter ties (hugh" rt1818)
0 4'–Cr a.c. and 0 each soffit 0 W–Or o.c. and 0 each Headers: To conform with SBCCI section 1707.3 wl applicable charts.
side of an opening side of an opening
vent Wall studs to meet section 1707.3.2 for header support
W and cripples.
vorticis or horizontal - I x ffieze —22 go-go ties itr Q.C.V,
siding approved for 22 age ties 3f o.a.h.
mulred wind shear mln?oupport for each tie Goble Ends: See details provided on the plans for special
(200 The I/f min.)
vapor barTior not to exceed 3 sq. ft. framing requirements.
(tivok or better) E_w of won QM
11r drywall (Note: 1 st truss must be dropped so that outlooker
olding war brick or stucco can be framed from 2nd truss back.
appr6M sheathing for
r-11 Insulation required wind shear Sheathing: Sheathing to be comparable to 7/16r o.s.b. with
(minimum 200 lbs I/f min.)
Q00-robar vw*cd T nailing on edges and 1 Z' interior to obtain
411 minimum & 4
nd It/ – r–I I Insulation a minimum of 210 lbs. per I/f of shear.
r. W-12 top arid ir bottomi— 1. 11rxiff anchor bob 0 J(r o.c.
2. 20 p.t. ode plate set A4 re r vertical
*a. Girder Trusses: Trusses with an uplift of between 1000– 1800 lbs.
,C concrete slab wl In continuous bead of sealant bond of I F/ minimum
�.Gxl!l 10/10 w.w.m. over 2 top and Irbottom shall have continuous connectors from top plate to
f concrete slab wl
ex? 10 10 wmr. over bottom plate.
I of mom mne
a us Top Plate– rt24 ( Hughes Manufacturi
finished floor "A"T perimeter.) Bottom Plate– wal 50 Hughes Manufacturiing)
flnishod floor arou
waterproof membrane
l3r concrete block ar concreto block
w\ all cells filled I– w\ all calls filled
ba
co
NOTE:
compacted fill
fintshe
compacted fill grade V4 finished rmude ALL EXTERIOR WALLS ARE
.... ... USED AS SHEAR WALLS
111rx ar concrete footor Note: 1. (I)J4 robor at all comers 2or x I or conc. fo0w INCLUDING ALL HEADERS AND
W/(2) #4 rabors 2. %op at block to top of footing W/0) #4 robars; OPENINGS WHERE PROPER
shall not exceed 41–ar
3. If starnwall Is few than 31 FASTENERS ARE PROVIDED. o
=nIng 5" opening
then footing must be 1(f x 24T. or or more
NOTE"
Stemwall Footer ' with Standard Wall Section WHOR BOLTS MUST BE' USED
WITHIN 0' OF ANY BREAKS L
Scale: 1/:rm is–cr (WINDOWS,DOORS) IN &L
SHUR WALLS. H.eader Clipping Placement
rxZxllir washor
p.t. bottom plate
d'1513 or top plate 11rx1(f anchor bob 0 Ur o.c.
blooldn f45!,.F6x6-10/10 w.wJ. or fibormosh
2x4 blocking 0 shooWng joint hurricane clip H-25 or better
ubig,g* 0
7/1 arm structural roof sheathing 2x4 a 2Vo.c. 2x4 burg or
raft cant
shfingle p 9fin.grado
fascia
compo d fill
top chord of wb4 end b
Was dro Jr and �.,,or header
2xjp*d ' garage d N_ 11� r%
conL scab from top L 1;2r' story)
to bottom chord 0 x–brocing 7/ldr o.e.b. wIS opt. Ick 0
20 x 0 – 1, 16
(provide additional 2xVs nailing on edge 2AIM Z–(2) #4 rebar around "rimeter,
(it vertical 9 higher than both sides wl 2x8 altuds around porim two stor@ bend- outside rebor 217 ot oorner
2x4 mob cont. top to bottom
ho a Of to form an "If shop#) Note. for a two story use
chord 0 W–CF from gable Note: I Or ininimum width Not@:For garage returns low (3) Ill 4 robars
on garage return. than '11–iT, use 19/3f
o.s.b. wl 10d. nalls.
Monolithic Footer
Scale: I/fm 1,-Gr
I bottom chord of gable end truss
opa213 v/(20)1 Od
2x4 mob If vort. web Is not prowd—/ (2) 20 top plate P.L bottom plate 20 stud
red head anchor
cont. 2x4x8 #2 2x4 studs 0 1 Cr c.c. garage floor hurricane clip wl f washer
latorall brace 0 47 O.C. 2x4 blocking 0 4ar o.c. between Hr anchor bolt as required PA.2x4
(2)ho clips 0 4ir o.c gable and fiW truss
C!
Garage Door Return compacted fin
. Platform Framing Gable End, scale: TIrm, I'–Cr vapor barrier 16' (2) #4 rebors
scale: I/fm V-0
Interior Bearing Wall, IFILE.- HUROULDWO
Scale: 11r- V-1f PLDT; 1/4P-It–cr
REV. 4/20/95
_j