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C: \CENTEX\PLOTPLAN\SL\121SL2 Tue Aug 16 13: 00: 21 1994
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ADDRESS: 1685 LINKSIDE DRIVE NORTH GRADE TYPE: A
COMMUNITY: SELVA LINKSIDE SOD: 2747 Sq.Ft.
LOT: 121 UNIT 2 7 PALLETS
DWG.: 1 2 1 5 L2 . d w g FENCE: 90 1 entex H omesnl
DATE: 08/15/94 FLATWK: 932 NORTH FLORIDA DIVISION
DRAWN BY: R.A.M. FNDTN. TYPE: STEM
SCALE: 1" = 20.00'
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PLAN NO. DRAWN BY: REVISION DATE
ntex Hom.es 03P7 0 15 .
RF.)n4EDDATE REVISION
DATE f
NORTH FLORIDA DIVISION
S.F.LIVING AREA EKED BY: REVISION DATE
S.F.GARAGE
r COPYRIGHT ®19 S.F.COVERED PATIO S.F.COVERED ENTRY SHEET OF REVISION DATE
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PIAN NO. DRAWN BY: REVISION DATE
ntexHames 0 5 ;ZFv S�U DATE REVISION DATE
NORTH FLORIDA DIVISION
A S.F.LIVING AREA CKED BY: REVISION DATE
P_e 0 '4 T S.F.GARAGE
COPYRIGHT 919 �� S.F.COVERED pENTRY SHEET OF REVISION DATE
FINISHED FLOOR 4" CONC. SLAB W/ FlNISFIED FLOOR
6X6 10/10 W.W.M. r___.r,. 47
FINISIED GRADE •� 'r •���s T' ".r�.: FINISHED GRADE
{ ,'. '••' �'
FIBERGLASS SHINGLES ON FELT 6 MIL POLY VAPOR8':a.Sc� BARRIER OVER CLEAN '+�'a9� 4
OVER 1/T O.S.B. SHEATHING - COMPACT TERMIITE 21tj
R-30 INSUL 12" OIJ PRE-ENGINEERED ROOF 12" i
TRUSSES A 24! O.C. �-
3--14 REINF. BARS TREATED FILL
VARIES VARIES
3-14 REINF.. BARS
CARDBOARD INSULATION BAFFLE
.. HU.R..RICA,.N STRAP A EACH
TRUSSrel I C FOOTER
(PROVIDED BY TRUSS CO.)CQ.) RYONOLALUM. "AYE DRIP
1"XT P.T. I SCALE:
1/T CEILING BOARD Lf,Tp FASCIA
SOFFTT
VENT '�
4" CONC. SLAB W FINISHED FLOOR
" 2"X4 FINISHED FLOOR 6X6 10/1Q W.W.M.
FINISHED GRADE •r'w G' ,y: T
R-11 INSU 1 X FRIEZE � ^ '• ' -"-" T �
bo - i„• , ,• +:.J „ -4. FINISHED GRADE �o
• 6 MIL POLY VAPOR .~.'' <'
�y _ �'•a Sd BARRIER OVER CLEAN
�- COMPACT TERMITE1
- 7X4" STUDS A IV O.C. 3-14 REINF. BARS 1 TREATED FILL 17' 3-14 REINF. BARS
1/2" GYP.
BD-
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0
c
FOOTER
STRAP FIRST FL. TO
SCALE: 1/2'-
,3/4!'
2 -3/4" T&G PLYWOOD SECOND LEVEL W/ ALL INFERIOR BEARING WALLS SHALL BE
i
1/22"-12 GAUGE
FLAT STRAPS BOLTED W/NUTS do 2- WASHERS ON
® 48" O.C. 1/T X fr ABS (RED HEADS) 0 4- O.C.
�-- PRE. ENGINEERED FL. TRUSSES 4" CONC. SU1D W
_ ry 6X6 10/10 W.W.1�.
- — (VTYVEK OR BETTER) a 416'
1/T CEILING BOARD VERTICAL OR HORIZONTAL SIDING !-- 3- 4 REINF. BARS
TO MEET WIND SHEAR LOADS i Y
TX4" STUDS A 16r OX ow (200 LB/FT MIN.)
BRICK OR 5TUCCO(WALL SHEATHING BEHIND � INTERIOR
R-11 INSULATION TMEET 200 LB/FT MIN. A THIN
LOAD � FOoTER
1/T X 1E' ANCHOR BOLTS A 41' O.C. SCALE: 1 -
APPROVED STR. SHEATHING ON AND/OR MUD SILL STRAPS A 24" O.C.
F
ENTIRE FIRST FL, WALL OF i
2 STORY .
2"X4" P.T. SOLE PLATE SET
4" CONC. SLAB W/ IN CONT, BEAD OF SEALANT
6X6 10/10 W.W.M. OVER NISI IED FLOOt, WEEP HOLES 0
WATERPROOF MEMBRANE 24 O.C.
FINISHED GRAD I. MIN. (lyp)
(I)J4 REBAR AT ALL GENERAL NOTES:
CORNERS ANDA 48" 12" MIN. (Lyp)
O.C. AROUND PERIMETER
• °�'O �'. r df' °
2. USE 5/8" FIRE RATED DRYWALL ON BOTH I1. DO NOT USE STAPLES AS FASTENERS Of? TEMPORARY HOLDING DEVICES.
2U"X1 COAG. FTG. NEXTERIOR SIDES
TERIOR do
W/ 3-- 4 REINF. BARS qz FF OF WALL WHERE APPLICABLE ON ZERO PROPERTY LINES.
2
i' 3. ALL INTERIOR LOAD BEARING WALLS SHALL BE PROPERLY BOLTED &
STORY WALL SECTIONANCHORED INTO INTERIOR FOOTER ® 48" Q.C. W/ NUTS, 2" DIA. WASHERS
SCALE: 1/7= V7 & 1/z" x 8" ABS TYPE (RED HEADS).
4. STRUCTURAL FASTENERS: HURRICANE CLIPS & STRAPS. ANCHOR BOLTS,
STRAPS, WASHERS, & MUD SILLS SHALL MEET OR EXCEED THE REQUIRED
UPLIFT AS PROVIDED FOR 60111 l0P AND BOTTOM PLATES
5. SECOND FLOOR: STRUCTURAL MEMBERS SHALL BE AN ENGINEERED FLOOR
TRUSS SYSTEM.
6. ROOF SYSTEMS: STRUCTURAL MEMBERS SIIALL BE AN ENGINEERED TRUSS SYSTEM
OR DETAILED ON PLANS FOR CONVENTIONAL FRAMED CONSTRUCTION WHERE
APPLICABLE.
7. gS PRESCRIBED URN ONS 48.O .C. AND AT CORNERS OF (LOUSE
DETAIL PAGE
If 8. OREU,BY3�ANCI4V RORSI #MD1NT 0 MIS27BDHPIN EMBEDMENT.
9• ALL SIIEATNING TO BE NAILED AS PRESCRIBED BY MANUFACTURER TO MEET
MINIMUM OF 200 LB/FT SHEAR.
10. HURRICANE STRAPS TO BE SOUTHEASTERN METALS TRUE—TIE
n
UNLESS PRESCRIBED OTHERWISE,
y
TYPICAL DETA
ILS
& SECTIONS
DATE: 06/02/94
I
DRAWN BY:
15 RACE TO C4A N . ,
• TRUS5 - ATIFO r , t INCA
TA13lF 3050
MINIMUM WALL AND HEADER STUD REQUInEMEN19
Id Nails ®4" O.C.
7X4 OLMK1113 a 7x4 0U1RKVArI! �LOCK014 IIIIPRICAIIE CLIP
Mudmum Header span A) 8d Halls 4® " O.C. 611E4t11A1d dOa1T� a 74'OC. N le aft Eta)N-
RooF plEAntNO
ja 7x4 pAF�+t-'run End rEDNumber d Hadar studs suppo 0 T(#MOW 6113134.8 STRIP
d Header
DOM G•att FA6CIA
Unsuppgded sNumber or Full-Lanplh stud• I I 1x4 , 1oI■GI IOrtf]GM
Wal H•IOM 9pN Each End of Header epttpU geneIS'O'D G1raF TRUSS Dltat'3 47'1a 2 3 3 3 1 I 1 Cont,1x4 t3CAD �Y1Nll CUll� CONS'11tUC1'lUN
a Ilea 1/I1 2 a 3 3 1 7 CtAlNO nvP1,RACr SHEAR 1tUMErT7t rRAMIq AHc+,oR I Ff� Tot'TO
lea POUNne GPACrIY 1 1C'a,w I i'. jMQUMBIE'N,1
24 kL 1 2 2 2 2 ! 1x1 SCAD I 1 Net L9 TIC"X-113K Gt1°RD
acuter 12 k, ! ! 2 1 a 6 ROOF TRUSSES Conk.T(7 �tt�EG1OR • X'13F2gCp1G
Then 10' 1/1n. 2 2 1 2 t / 130111011 1 (rROVIPE
2/k1 1 2 ! 2 3 > CElol4 " APPITIWAL 1x4'6 FOOIBIIt3: Stemwall- 1 story: l0"lhk. x 20" wide w/(3)04 ro ars
tttcti d I AT r✓E17tICA4 IF 2 story: 10"thk. x 24" wide w/(3)1,4 tebats •-
1.
The header stud sha0 not be requlrod 0 the header Is supported by a tullabta hoM1119 anchor. 3)Ud NAILS I l I NIGHER tt1AN 401• (Note: same for btick,stucco or siding)
TYPICAL At 1 1 � to FoF41 N1 'L'
M �"we, X-DRACkSy 9NAr"E) Mono- 1 story; No less than 20" thk.on the outside w/ 12" bottom
04Ri p•... At prumtl sruct 1x1 OCAq I I h
RoDF raAMwo Tor rNrt
--VERT.WEB f3T•19(14-I)d 1603) with(3)N4 rbbats.
Uplift connection +� ROOF SI,EAntNtl Not ARES r I OR EAtIAL
'
requirement at points A ROOF roust I �_ DO1toH GNoRO of 2 story: No less titan 20" t1Tk,on the outside w/16"bottom
(top and bosom of f� GADLE FJV IMSS with(7)N4 rebnra.
sttrD Trl3t "^'ir' (Note: 4Sd must Stott from the bottom of footer• Must also add
COMECTORs header studs): Uplift CONT.7x4rD••2 Sir � (1)1x4 Tof,rLAT'E
"�� RE 1/IFtm load per framing brick ledge on when needed.)
member above the LAIFFUL pRAGE ? 1x4 STUDS r
A A r 48'OC.
header Irom Table 301A *MIOR SHEAR WA _rib' lIfIERIOR I3EARIt4(3: lx"thk.x 16" wide at bottom w!(3)ay4 robots,
multiplied by the 1x4 r_"TWEE"e
H AVER STUDS W 1AI 5" number of framing 4a•O.C.pEt est
members dlvlded'by GApLa.e11D rest STEMWALLS: Must be Be thk.block(except in garage)w/004 tebar at 48"o.c.
enw""wr OCCURS W."OCCURS At MWM IMAS w/a lY bend In the slab and footing.
two. (nAtt REFi%XE7(BARIUM)
CLIP•40,O.C. (1)k4 tebat must be turned into sine w/25" overlap at each corner.
FIOUTtl;305fT3
------tt--tr=-•t- NOTE:Uplift connection WTEruon St itArmALLTO FfOOF CONNECTION N
-�^ PLATH ANCHORS: Mono- SEMCO PA3 mud sill anchor at 24"o.c. or
II I1 1 Is required al each end J� I (moo MIN A
I' �-rrD caln[croll II �"t
11 II REa1nRLD It II of header and at 18"anchor bolls w/2" washerr at 48"o.c.
II II II II 11 bottom of header studs Stom- 18" anchor bolts w/2" washers at 48"o.a(poured in place)
II II II II II I I I In addition to Interior- 1/2" w/4" embedment at 48"o.c.RAWL S1UD(ted head),
II II 11 I 11 connectors at wall -
All II Cp11T1110U0 7x1 MAO
it I IIA e
Studs and at top and 2 Rs
bottom vl cripples. t Rows N • r•.... F-Mo84 rt tar to eottoti 51UUS: Must be clipped at tap and bottom w/SEARED IICPRs or(2))ICPLR hurricane
ML --- Ie 6`6.r. AT t,ttAnrtl tract C14VIRO TO"FEV11 Aa
lL4ILER"X-PRAea+a clips, (on besting walls only)
FIGURE 3o5D
MOOR a„EATHINo-�=: (Note: Double plate clip is not needed because of hurricane strap)
MOOR JQWT tSOiTt7t1011
TYPICAL FP MIN(3 AND CONNECTIONS FOR OPENINGS dACLtt ENp'1RUB6
SHEAR WALLS: Length of wall shown on [loot plan- Double studs at each end w/
erT'tur SOARS
N PouoLE toe rLAIR (1)SEMCO M1S279 hold down w/3/4"RAWL SIL D and
eLOCKINO (2A=) 1 • structtusl sheathing on side of will.Use RED IIIERMOPLY on
t+1utOR SHIM W&L 41sed HAILS a n•OC• , interior walls as sheathing(one aide only), 220 IbsJfL min,on sheathing
II&I.OCCURS WALT.OCCURS AT FRAM1rd (a)12c NAILS I ' IIEADHRS: See header chart on plans for correct number of cripples and full length studs
PETWLEN FRAMINO ("ALL REPLACE! MAWMC) • B
( needed depending on size of opening. See chart also for connector location.
FIGURE 3v" 1 TRUSSES: Minimum Strsp- SEMCO TRUSS 119 DOWN(TRU11- IIDPT2
1 1x4 OR 1>b 6NDe INIFnOn Sl IEAMALL Tn SECOND moon CONNECTION 00110111 r,10-D Gr
'• � CLIP the number of nails depend on the amount of uplift on truss.Ibis information
C.01-111-04N T(a.:d6Ea
NQI)ts wa61e:R •�v-terzNAtivE a 14'Or- will be provided on the truss engineering. (Note: no straps are needed on
1,,,a.xu.,
rs)44 YMIC' I P.T.1x4 OR axe M tSAIt•45' 1x4 191-oUc11� spans of 10'or less,)
�etAtALL or.VsRTICAL •4A'OG tst:twEnil
Is'xY7'ANCHOR DOLTS W/e 4 VOWEL i AMfr Elsa 11-lS
ArNn FIRSt COrr1aN tRtlea (JADLl3 ENDS: See details provided on the plans for special framing requirements.
1 .- 0 48'Or- Otto ISLAS•
II Note: 1st truss on end must be dropped so that outlooker cert be
404 Oa Oft .(Note:
o
04 MMAR V£RTIGAL A PRILLE❑ 04 framed from 2nd truss back)
r e 14'OG.UJ/1-fIN0-t41 INbERT V2'VIA GGtitatt)a1S 7x4xa'
6
GI I u'CV0 AT POTTOrt a tw 17'LONG 7 STr L.AIRP-AL y
E1•1I31ED dA.R W boLT6•4S'DC ORACL 0 40'0r-
MO
S'DC.
r AtTOFOOTR1ti IS1 1 VIC Or ATTo GAPI
_
CONGRZIR FIt l Et7 4 . 11,• l 1 1 I NG
• �r 155 - -rl7o
I *A0,40:OLArs OY
.xr -loam WW- FO(MRSCLRA WIC1HOus cotrrD4urD1 --_ *' TRUSS TIE DOWN STRAP True Tle)
II• �' 41"" ur Err ur sr xr rlr r F>Kum
ctrr.xarrM an If;r rtr twlr I line FN 14Rr bad DI DCRIPIto QAU 4r N F
"• I( 341, (1) 9AR OR GO117.
LOAD FOR PAKATUD I
OOR
• 04 I I (1)7x4.7OPrLATE It� 1% fa]PT2 In*Tle :—,
/ H 11.1 R+•I
t 'r�•tI,•� .. 1 T1N3lONLOADCho
X44++ ( fps p TO DoubllTrusTw ' ad s2A HO 100 1290 1 1957
I
� ��.� a 1 ��� •GOt4CIt>~Trt FOO1RNd HEADER 11D' tt1 1 bbG
):n tSN Rrn , I 0T-17 EACH StpL HDPT2 Ah.m.ululenrr>,..n.our.ra.uhueupllnb.e.
„C�!.• 1K 1.1 / 1 tat e'COt4GFTE pLOt:1C 81NOL!
1_ ear larX t Imo" uv(1S)id NAILS
� •u6E 71•WIPE Foots ro 1 FOOTH01 d f Manors are paced on each old•or tr Was Into the"A Whom
7 D'• �, I •. iii 2'x4•P-T.PLA'E Inyer of M b doubt•tap pieb m 1m4 0 in squat sit$#qvany. Wooed•
0N>'2 sLAD Is NOT ly r p I.ro• sill I I fIDPTD a 1/2' it ildwl W hoot to rwp•at rte II"s�q e. '•rte•vso•d not
p}"FeD 8170 " I ( 7x1 STUDS a le••or— DOUSIp \)!! jet 0 LATIO f10TUse FA wealled a/I Iutwwrs In IdWA o Is aahievo valuer Indicated.
74' TNB STEtt(W+L L Vr 1.171 Coos COMPLIANCE, Enphreors sealed•
i O (!1 lxe- wra+•I sratrW upon rrquasL
..t I
I i Pal•nI Pandlr,d 1314'
et a r p TA* IM 11 I (9)1x41 ITa.L LMOTN ___—
. q 1131 1t= 11,1
^� }� �,� Sr r , I _ .� -9110-PLATE-STRAPS
5 1 1 1 r tra0 I (1)Ixb%4VFR G��L r!)9x4 FULL LEt►�TN
&e r Ira Is. 1 I
I sew I POOR I4EADER " Design Features:• Economical InetnOahtln to IOFnleve conhnuvuS
A
r rn• w t (1)1x3•l7VER ) f l0adlrro tram top plate to/tad and from stud to
�'t f� 11~1 E *err �1 • �� I q'T RJu3r ✓EP BLAH dARAGL'Poon a
T�f^'t j/ ' .- IlAplate.
r ` 7vo ' I a I I •GARAGE DOOR HE SER t I
' Materiel/: 20.10 peep•galvanized steel
r t a' 700 .I1 (sJ 7rb •NO1Gt1 (' A Loadt: 236.1076 lbs.
Stas y.nl I I ONSIDE STUD FOR HP-5, ` ,�• .
" I r At Y
81rItAr1 LQAD� ( I
1 .1
rLTtWOD EACF4 1
I I SIDE NAILED AT Bt doPlsM Petit 20 410d 4104 -- its 100
� lir. I !•OC.ALL EDGES
IO n o ,�,.�R,,t M►L , rM3+ 1 �� t I u
"ilLtANCHb14
,pyo. ';.1;327)
tel
t = Snii ds)�)iillfetalsic''I I "" S„1 4,e ,• I I sed sea re4
?ncfilcal Suppe (B00)BL SPECS(73;•7327) tsar alp awe I (r}) I PTF47 f 1pEPPED IP!' • BI�e FIaY HCPFi9 11 L� a 90! 25b 000 100
tail; I ��- O4Tp COt1GF TE rOOTO4dr 61y�
r n DeslOn Features•Esq poenw�*M�*0 or wr.wxt lu"Wa!mn wase. ltl .1 I 11' f W;nuss(a)47•PIA. ILA
V 1 •N.AldkeclrbmuddarJaN4 r 1 F.T.7xb FLA'tr IaOLTS(TNICKEt1 bLAH iD ' '�f,/, IMEW
•EMn4Maet"raorrur+7WbAdrq•nea+r•kcaadr+dwboee• ( N,'.]'d_ ► �E,..�wr L•r1GAbG FTF-17 )'ALL !I w.. .a'd r, gra
•G.newolewa4wararrlre sT +air a nj
as M Nna 11• — DOOR�44Z MD-SA W/(7)514•PIA. ARr7lRND) POB12
� Mat"Its 1s•14 a&"l•hacrled rr4 a* to ON 1 U I ——--————'- F1F42 FJ 115EDPED ltd• (leo a HEAP)T>PJ ff
SSI RTPiosIF 20 4114 IN)d 111 100
`P7✓ Lo•aat eetl•1111 L t t]It 1 t- - — -- — 4'CCt4CFMTI4$LAD DEE GENERAL N0TES: 1.2.3i 8,0,8,9.10
INTO Cgr-It�tE F00111dn 6OL1a'At1CF40R f}OLT 11 RIP2011f
rAtturllsorrsouu ALLowuutoAoo� Trp r 11171 s,•p1 Fto-$AIly(2)3H PIA. U•BE(/I V7 PIA.11•t'4t1 CODECOMPLuwCEI e.a.C.Cltlt•e,/•72/,'MaTRODADEC0UHITRRPORTset-070L/
r"t ruIxALLa► tr•rt "" a• w „q aa1 o tri-)P1+W atAA tv 1410 aLDCIC CELL �_ GIflDER TRUSS STRAP HOLD Dowty ANCHORS
•ca rRoaAt oAuoo runout rwrar aAantl AL raaruac" STM nr pot. ATb AitD tri- �E abs f'rG iii'AL1. M 1
0ane flat ms run ,x,M tO Muo11lL ururt rtr rwF to tape •1710 x
f1 me be ", "" W Ar1c►IOR 1301 T (a)M s1 L^LDGf:CELLS �'
Irw -FA-116- r 19114 'a' sa •4• raw � ' �) AT ALN.Cor4a" �N I M �
„e >ti r (v,N a INTO DLaC+t CELL �
1-- rA-r w 191 w .a1 w "° r+ ea w w D/alpn t=Ntureas• Ideal for plydet klits potxlecllone wen glare to■high srptlfl bad reduli/menL
u.su
rw rA•11 N
Abu In San w sw w r s•w� Dae ern .17� a++ •+A'"n O h'r,� Wt1GR!•1!foolelG • 1/2'Arda Elba to INN Sad MN on strap Connector.
ass rAr r Dau w lel w oro rte w 1i4 r 1•►AI r obo'•�.r a tr• OO N I 1 sem-•► M TNIGfC�llltD SLAM
u rr FAa a Orn u wlp u e w IL.w+ ,�.,8 AT aDGE • Washer gauge
elite adds td stool
St ap,i t ce to wind Uplift.
x
"M UPW n. srr ow / w If + ' , Il•"3 Loads-lrr 114 gaups pelverllied Seel eUap,11 rt<3 gauge galvanized steel p1aV.
Nre •r 1 �
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