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® BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) 26" A.B.M.
ADDRESS: 1481 LINKSIDE DRIVE GRADE TYPE: A
COMMUNITY: SELVA LINKSIDE SOD: 5108 Sq.Ft.
LOT: 83 UNIT 2 12 PALLETS
DWG.: 8 3 S L2 . D W G FENCE: 11 einteX Homes
DATE: 07/16/94 FLATWK: 984 NORTH FLORIDA DIV18ION
DRAWN BY: R.A.M. FNDTN. TYPE: MONO
SCALE: 1" = 20.00'
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-_— FINISHED FLOOR 4r CONC. SLAB W/ FINISHED FLOOR
6X6 10/10 W.W.M.
FINISHED GRADE • '?� '•, _ " r� FINISHED GRADE
FIBERGLASS SII f `'~•�� ' • "•: c.
SHINGLES ON FELT � 6 MIL POLY VAPOR �
OVER 1/2" O•S.B, SHEATHING 4';a.sd BARRIER OVER CLEAN ' }:�`�o
R—•30 INSUL 12" qW PRS—ENGINEERED ROOF 12" 1 COMPACT TERMITE 21' --
TRUSSES 0 24" O.C. 3—J4 REINF. BARS TREATED FILLVARIES VARIES � 3-14 REINF. BARS •.
CARDBOARD INSULATION BAFFLE c
HURRICAN STRAP ® EACH TRUSS
_.,F-----
TORY
MONOLITHIC F2 BY TRUSS CO.)
ALUM. EAYE DRIP S
1/2" CEILING BOARD _ 1"X2" P.T. - 55TE: 1/2"= 1'-0
LP1P FASCIA N
SOFFIT
-� VENT
2"X4" FINISHED FLOOR f CONC. SLABW FINISHED FLOOR
6X6 10/10 W.W. .
R-11 INSU f X FRIEZE ••' • _.�
FINISHED GRADE •: 'r ;:,.T ' •• "• ••� •' FINISHED GRADE 'b�
"t 6 MIL POLY VAPOR
•°f 1
p•a.sd BARRIER OVER CLEAN s'�';g
'- COMPACT TERMITE
STUDS 0 16" O.C. 3-14 REINF. BMS 1 TREATED FILL 1 3-/4 REINF. BARS
1/2" GYP, BD—0-
STRAP FIRST FL. TO -MONOLITHIC
CALE: = 1 -
3/4" T&G PLYWOOD SECOND LEVEL W/
i V2"-12 GAUGE r ALL INTERIOR BEARING WALLS SHALL BE
FLAT STRAPS BOLTED W/NUTS & Z" WASHERS ON
® 48" O.C. 1/T X Ir ABS (RED HEADS) 0 4- O.C.
-�-- -- PRE. ENGINEERED FL. TRUSSES ... 4" CONC. SLAB W
VAPOR BARRIER "'�'" 6X6 10/10 W.W.II.
-- (TYVEK OR BETTER)
1/7' CEILING BOARD `*—VERTICAL OR HORIZONTALSIDING L6', � 3- 4
T
TO MEET WIND SHEAR LOADS REINF. BARS
TX4" STUDS 0 16" O.0 (200 LQ/FF MIN.) �.
BRICK OR S1UCCO(WALL SHEATHING BEHINDINTERIOR
R-11 INSULATION TO MEET 200 LQ/FT MIN. SHEAR)
LOAD
BEARING r
TER
1/2" X IV ANCHOR BOLTS A 4Ef O.C.
EAU: 12 . 1 -
APPROVED STR. SHEATHING ON AND/OR MUD SILL STRAPS 0 24" O.C.
ENTIRE FIRST FL, WALL OF
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 NISHED FLO0 WEEP HOLES ® 24" Q.C.
WATERPROOF MEMBRANE
FINISHED GRADE If MIN. (typ)
r,
(1)14 REBAR AT ALL inGENERAL NOTES:
CORNERS AND 0 4fr 12" MIN. (tyP)
O.C. AROUND PERIMETER
to
I- DO NOT USE STAPLES AS FASTENERS OR TEMPORARY HOLDING DEVICES.
20"X1 CONC. FIG. 2. USE 5/8" FIRE RATED DRYWALL. ON BOTH INTERIOR & EXTERIOR SIDES
W/ 3-14 REINF. BARS OF WALL WHERE APPLICABLE ON ZERO PROPERTY LINES.
2 STORY WALL SECTIONJ. ALL INTERIOR LOAD BEARING WALLS SHALL BE PROPERLY
BO
LIED Li EU &
ANCHORED
& 1/2" x 8"TABS INTERIOR
iHEAD®S)48 O.C. W/ NUTS, 2" DIA. WASHERS
SCALE: 172"= 1'- .
4. STRUCTURAL FASTENERS: HURRICANE CLIPS &. STRAPS.
ANCHOR
STRAPS, WASHERS, & MUD SILLS SHALL MEET OR EXCE U THE REQUIRED
UPLIFT AS PROVIDED FOR B01H TOP AND BOTTOM PLATES
---- S. SECOND FLOOR: STRUCTURAL MEMBERS SHALL BE AN ENGINEERED FLOOR
TRUSS SYSTEM.
6. ROOF SYSTEMS: STRUCTURAL MEMBERS SHALL BE AIJ
OR ENGINEERED TRUSS SYSTEM
PLDJCA�LL.ED ON PUNS FOR CONVENTIONAL FRAMED CONSTRUCTION WHERE
E.
7. 4 REBAR TURNUPS 0 48" O.C. AND AT CORNERS
Z
S PRESCRIBED ON SBCCI DETAIL PAGE OF HOUSE
8. ALL f101DOWN ANC�iORS FOR SI F�RJ11ALlS TO BE SEMCO MT5278
ANCHORED,BY 3/4 REDHEAD VI� 4 MIN. EMBEDMENT.
g• AL. SHEATHING TO BE NAILED AS PRESCRIBED BYMANUFACTUR
d MINIMUM OF 200 LBIFT SHEAR. ER TO MEET
10. HURRICANE STRAPS TO BE SOUTHEASTERN METALS TRUE--TIE
v k UNLESS PRESCRIBED OTHERWISE.
TYPICAL
DETAILS
8SECTIONS
.
DATE: 06/02/94 � I
DRAWN BY:
TABLE 3= BRAGilTO GAPLE END
MINIMUM WALL AND HEMER 13TUD REOUIREMeM ,
-' A��0 MING
Id Naua ®4"D.C. U55
�T'�
H41■du span IQ
PNw.nb*
7X4 nUxK143 e
Boor stltAnwo ad Nails®4"O.C. 6tMA11-tla4 JONf al.o oi3 I1-IMICA M CLIP d Her elude 8u •74 OiC. H•7!OR EAUAL
PpalllnC Elld 1/16'e1MICTURAL
Header t1tP ptoRo U-tlAt4u^rER 1x4 BAprA
11 1 ; ; ! i
IevaP 6t4SATHl4G1 RAPIER CoNt.
Vneupporled stud N-bar or F&Ungth studs POurl4t CACI t I (�"�"�— 3 aallotb eTF11f•
w•a H•lght Spacing at Each End or Header TRUSS
10' 11 Ir. ! 2 a a i 0 aLOCK•r0 or 1Rt>SapphD
Ino X-e FASCIA
*floss to h 2 a i tt s a •6'rC'OG top C"w OF
!/kt 1 2 2 t 2 CUJNg OW ttl{n0M .3V laMprT]t FR nM II•ANCtIOR I OACLIa Ell?1"S
!as PovnrDs ctPAcnr a 21t"e.a, DRvp 3 Irl•
can 20 12 kT. 2 ; tt 1 0 a I CPNT.2114 SCAD
than t� to k1. ' 1 a 2 4 4 R"ImsO'°erara 7x4 SCAB ' ; $ rpmi top TP WIND CODE CONSTRUCHON
11 1 2 3 ! CONt.To I 130tiot•1 GNom
Bollot1 I "'' RE4 QUIRUIENIS
cutal®r � crvR • x-e3t�aelrlG
I. Tho hada stud chase not b■rrqubad M the h".dor u supported by■wlubb h■minp 41nehvr. I (F'ROVtpE=
FFtC�f 1 a
ADDITIONAL 2K4's FOOTERS: Stemwall- 1 story: 10-t1►k.x 20" wide w/ 304 rebars
Ronk :Rors 3)Ud NAILS I I I AT �RtICAL IF ( )
fO
MO L a •••a.a. SO••^a.e 1TPIGAL AT ( I NIGHER illAr4 49', 2 story: 10"thk. x 24" wide w/(3)04 rebate
Ix1lleLt TO/PIAT( At/f9ATM[{PUCE
Uplift connection x•p+eACsta 1 a tO FORM At4 •L' (Note:same for brick,stucco or siding)
Boas n+cAT1.No 7x4 t.a I I SAFE)
Imro requirement at points A ,�•-_vERT•ul;e+ i
(lop and bottom of Roo Tuts I NOT 1'r 6 i 9?•19(14-I2cl-16GA) Mono- 1 story:No less than 20" thk.on the outside w/ 12"bottom
NeADta oas header studs): Uplift Iw1T4 I I
OR EMAIL with(3)04 rebars.
load per traming h moTTom CLOMP OF 2 story: No less than 20"dtk, on the outside w/16" bottom
A member above the GABLE FITS I M9S with(3)04 rebus.
header from Table 307A Goh1T.IK4xp'7 CE p (2)2x4 Top pL.AIIE (Note: 43d must start from the bottom of footer. Must also add
arrsRroR stir,"RAIL LAtERA)-pRAct?
NLWER STUDSnumber
o by the •48'0r-
W)
°'O>�.
MTLEM11St number of Iramin� 2x4 8TUL)S • brick ledge on when needed,)
i
members divided by WAII OCCURS 1x4 MLocio p • "16'or_
two. BEIMA Fawto as*O.Ar"ID otRei p 1NIBRIOR BEARING: 12"t11k.x 16" wide at bottom w/(3)04 rebus.
1143 OCCURS AT rRAM
MALL RrrtACM IM(; MISS
-_TT--Ir--)_ NOTE:Uplift Connection FIGURE 306F13 SIEMWALLS: Must be B"thk, block(except in garage)w/(1)04 fiber at 48"o.c.
II '6 COMEMA' II I$required at each and INIErtiOR SHENMALL TO ROOF CONNECTION �'p•4°�e>w w/s 112*ebend in lire slab End fn 911 .
II II Rcotn(Im II II of header and atg
jj if bottom of header studsrl��O t { r (1)04 rebar must be turned into siab w/25"overlap at each corner.
A
1 11 II II I II I In addition to 1'`I IN!,4
Alt II Ii I 144 + connectors at wag FLA113 ANCHORS: Mono- SBMCO PA3 mud sill anchor 4124"o.c.or
111111 JL__J1__JI L_11L I -
studs and attop and IB"anchor bolts w/2" washers at 48"o.c.
bottom vt cripples., ! Ron "--' ��--.- Stem- 18"anchor bolts w/2" washers at 48"o.o.(pouted in place)
FIGURE 301D
AT sNullro trrnc CONTIMUS 1x4 6CAO Interior- 1/2"w/40 embedment at 48"ox,RAWL STUD(ted head).
a
* � Or+�) rp
TYPICAL FFIAMIN(3 AND CONNECTIONS FOR OPENINGSINOPENINGS ►LOOK alU1NIN0 rRo"1W to 0011"I
rLOOR jow r�CRAILER OM POR x TO 6ERRVEA A6 S STUDS: Must be clipped at top and bottom w/SEMCO IICFR2 or(2)ILCPLR hurricane
Clips.(on bearing wells only)
mrsuM aoNTD tsolTON MOM or (Note: Double late clip is not needed because of hurricane strap)
sl,ocxwa(2•?) oAeLb��ttmreb p p
VM10111 grit"wA�L
DOIrDI a Tor"P1.4te SILBAR WALLS: Length of wall shown on floor plan- Double studs at each end w/
I ••• (1)SEMCO M1'S27B hold down w/3/4"RAWL SIUD and
lrHr OCCURS 11d rIAn.S •s'or- a structural sheathing on side of wall. Use RBD 111ERMOPLY on
• eclwt�jl rRAMIN• w�rL occuna AT rRM,,, (3!Cd NAILS interior walls as aheathin
t"w RrrL E3 rluMwa� g(one side only).220 lbs./ft min,on sheathing
7x4 OR 1x4 OTupe FIGURE 305(14 IIEAD13RS: See header chwi on plans for correct number of cripples and full length studs
r 7'x7'xV°'wA,6te:le •AL1EFarATIvE
(3!•4 V}!ft11CA1..1sNe INTEMOR SHEARWALL TSD SECOND FLOOR CONNECTION needed depending on size of opening. See chrui also for connector location.
� CIIOFtT�GM • .
RaA ALL MT.1x4 oR Ixd. "to"
TRUSSES: Minimum Strap- SEMCO TRUSS 119 DOWN(IRUB•T1B)IIDPT2
Come" a DAR•46 ce�ttoN Tlo�aet:e a
•
tb'xL%•ANCHOR W06v.c.YERtICAI, 74'oc.
cLlp .
40'Or- W 9 PCO 1x4 eLo[rs4s The number of nails depend on the amount of upliR on truss•Ibis information
° 'II µFe~aAR vERrIGA1 4°•oc OR s • �,OG D1!11�t3r will be providtid on the truss engineering. (Note: no straps are needed on
•74'OC uv MNs A!i A PMLINSERT ED VIA. GAME IUD IFF S spans of I0'or less.)
} ,�* I2'MID AT DOTTOti •ll/U'LONQI � AND FIfMT COtf10N 1I�r66
INTOamBEPDsm OO 0T b DOLTS •44'0=* CTABLB L'NDS: See details provided on the plans for special framing requirements.
CON111 CUS 2x4x1V (Note: lot truss on end must be dropped so that outlooker can be
L. _.
•a Sir LAtt:P1At. framed Prom 2nd truss back.)
6'cru 6101urALL Irl II'r. •• { T MACE•40'or-
. ,
ItV ALL"LLS, t.. �+ /�`�`
CODIGRi=11:FILLEp t ),. y 1
ISOMETRIC o f r~1 1in A
4�OCAS BRACETO a GA N
- rt U55 -" ,�rt�o 1„11NC ;,�—
•I 6x6 -lmnm wruF, t
I•1"' FlkTUMCLiArtANC;HOIas CON1R1Ua0) ---.---- -
.�r • •� •• /s TIN f••' 1t1' t71' Ar r Flr�
•• I�' v�. (3)+4 FMCAR C" Orrlr■t.rrran Har stir tN,r I mini ti u1e
r{ (1)•b RHISAR CONT. �� A
aTlraFonTuwl,aTuo
TtlttalON LOAD Glu ' TRUSS TIE DOWN STRAP rKu
ue Tie
�4 ..;• •. .- o I
I
j ` I (7!7x6 1011"PLATE D� D RCAIPTID OA N T
Im'x3m'ratdcReTt!Footnra 'ur !x IaPI! rM Ty u 4 P
IIr 1•t C 1 CIDI arse ,
1 1 a � •uve 14•wlPe Pootra I r,� s f 1 tae I I .,., . _HEADERaAFLAOG oar=
1 Fold ��_1I���i , ! ( HEADER 17a�CreTnrTle. . ts'1
IF siesta I6 NOT rr .t Ss ._ I.ta s•coNcr�re DLt7GK ea s1/ /t/ no.
I28NO I�1 tm
A1404ORZO Mo a,1P r a • 4340 alp• ( HDPTI yp 1/S•
a THE STEM MALL ur salive �npal , 1x4•F.T.PLATE UV 18;6dRA Le 81NtlL>s AhNn.r fastening"to"ror..ha,.upun lees.
I Vr )'1 JKi I i 1x4 67=6•16'Or- r00TN01 A; Fa4141nom u■placed an■adl aide d d"Ouse We eM A bottom
_1 a 112' by 014141 mrmba40 M
I air a rI p r I.IN t I NDPTt1 41if�A nor be loci than 101•Iron,gr
STEM WALL atsr r 10 /al IL M tiara (3!Ix4r less{I,yr mr morn ase ,Try(nen>trer.Try. ■Henan
ar r e• rt.atl rrrat tr,l I DptJBle ■dge d spa soap and ep■oy no
t 1. , (3)1x6 ALL LEl k1rTH ODa COMPLIANCY INATALLATious u•!'>ti ad larlan■n hd bidyduy M■diva r.MN Yrdcaud
��(� a r t 11, 1 11710 ( CCI OCOMPU NOTaat 1,
r t ■Cr t tlaor ua( I , (1)1xb tNDER bARAGr! Patent Pmdlne t y4. FryOaan soared■IK'I•rd avY41bra upon nqued
int .rAr M 1440. It= ■aaN I DOoR 1-IEADAR
M a jy ao0 1 1 ase a I ( (3)1x6 PULL LETaStN --
u'THICY,ENED 6LAS Al ~STUD PI.ATE-STRAPS
•GAHAtH DOOR G Economical Installation to actdav continuous
!� I ( (1) n ? ! • Design Features:
{.Y 4/ 10tH p.7i7 Y-M
1•Yr r 40 r;a�•1 ■1,101 71,tM I , HF.AGER t♦ ,X._ loadk'p from tap plats to{tud and from stud to
t"' fs)Iri NOTG i r
III P111%
SttiMLARDIItM1 t ( _ F _. _ N•vlpeSTLI]FORtlD•6 r M4lerl4las 20.111patTopalvar>Uedslael
j I i I HCPAF 235.1076 b&' Loedar
Nit �'''• rile I I At
adf�Ma• P4 r '� Ntt; .vrIymum
zM
'' Soil U11hiDfetals;•`crs I I w I+.Ur• I I 01 rLTwoOn LAC"
I►1
!1cf•ctl laal sup (e00)SE SPECS VV-7327) 4;
61t]E NAILED AT 1 r
NI �BILI.J1NCHbff
DaNgnuGer pory b boc:sal or maoy andecn wror ! u 3'OG ALL EX■Eb
lla tan
I (� "PIAN PstF32• 20 1-104 /-tOd �•
•sear 0"Is mus el«wall ObA At I HCPRS hY 4
•Con=be awiinpp,LArlkprrni.buNa41ndwrbon� !' t7o .1 1 ; I • FTF41 EMDEDD!<D 1�' iCd 6Cd 't.
•16-C41nalrabalwrdforaratterN f INTO CONGREte FOOTRI4 , ,
M■I:rW■t 400 11561M1•h•Ir•da41d 4r IarN p est/ 1. t era i 11 , r.T.7x6 PLATrt ll6H(611/1'DI/L TFIrQJ ob4arum HOFF13 to !!a !1{ t10a Ia0
Loader aaa•t11{Arl, {1' r {,111 ISN 40.E 14d 4Cd
11' 16.] 6�e,...�
rAnawltaadouu A=W�Ou►o•o■- y p1 rasa{ ueN tl , DOOR�4V43 � DOLTS(THICKER 6LAts TO
rx woo Ault• t 11JTC 11.11 1 —_•,—
Ik' L _ ND-SA 11' 731 AM'DIA WeAete PIP-43 V ALL , x •
•� txio• OAua aaJp MtIba0.L PACa17 141 TR o a rwuwrc" nre rye^„ use/ n.ill .aA 41/(11!/4'PIA r — •-—~.+ r r. FIF42 0115EPDED 0' (1404 ID HEAD)tHPSJ MOUND!
Tor aloe tnm rmoaar. Towube{1 I. — nIN •� INTO C4t1CMz1ff FW1142 l6OLrb Arlo 1/7 DIA.it
tilt rA•tu r wrw wlw ere w w w me Lr rug to t1 W1 n p1 eEt>• (IEOIarD t4a.Ao)THMJ USe(S)W DIA.THN I6'ANCHOR DOLT 4'COt4_-P1Te GLAD (�� 61 RiFIOCIF !m /4d 11d CII t00
wrt ra•" w ear w wrw aur t» •e >M a ""s his,xr-40MDDOLT DOLTS(THIt:IceN GLAD TO RrTO DLOCrC CELL � M SEE�ENtsF1A4 NOTt23: 1,2,S S,9,s,e,tD
MAI rAAll M wrw wrw eta w 4111 M pt ' at'r NAft
Hh1GA.ee fl?-All ALL RTP201[F CODCCOMPUANc4 a.a.C.01111{�e1018.1101RC DADSCD11N7TRCP0RT atl-0TD7.4
INTO BLOCK CELL DETAILa 4
uw nlr r wltw a■nw eta w w ry » •■e.W AROta�o) (314 st eLOCrC CELLS � �... �,,.,•.,r_ _
SLOW
64A rag r MAXI IN rollrw a w w utl r i-W r e�al %iJal 4141 nMa AT ALL COTe Rb GIRDER TRUSS STRAP HOLD DAWN ANCHOR!;
aw wrote w aw r•w e w w anti r a •'•
mat �rt�rae a 411 o� r•� t2�,C� C700R OPENING I /-
aa��ptryy catrcl■zte rovTea4� Dsalpn features:• Neel for OWst ITiisa oonn•cAOns were Ata(•Is A 1110 uplift bad redufrarnont
111i■an1 MI+IY er{Ird41r
r.FaF n.ar.Men•,r.e FIw.-moa r las Fwer,-•rA amp wrv. r M Ne/aa M M ■11{rrd4M THIGCFJ✓ED SLAG ■ 1/Zr ArldtOr 8011 to Cir olid MI on Cbap o0rx1•otOr.
Ie FeF rnA.y MIwbYA FII aT"w1rr.e,r,I,hfA41eT• Mtirr rel A•��
t....•+r+w+"..,,..Fwa,<,«a■..,.,�.,w, rwa41aa■u«e.u. (NOTE: ON SHEARWALLS IP"OR LESS) �+ •- -1-•I► • Wwh•rplrilsaddskloteasedn•lalaru•towind upult.
d�opour�CCqqww�� `` 41,a•+,p+•--�►•Frl..•F Fr.w+++w rlw l�aNdWMM,MIr,.µla altatartallr I/saug•yahr�bstool 1lrap,lldaQauyC galvanized CUel plate.
■Ea OENEMLHOIEat���to u'�'��•"Mrgr/rrrla � N
Loades
* 1490.4400
ELEVATION n �,{•
NMMrr arae (NOTE: ON STiIAltWAL.LS 212"OR LESS) M a use I!A 4 in (1)ltrsot.T I4.18d .�
_ 14•tad >'dD la
a0OTN01 W ,
IClOCNCMINoll Ura as apaaa41l T"%r;6r1 In txtr410w10 Odin*■da vo wo etdlealeQ
a
g@ COSI COMPWNCIN Cnp4r.n M41141d approval■ra1r61a yon rpuah
S- 13CC/ I 1205 FRAMING
RFS .
n�rF• 05�7�/a4