Linkside Drive 1670 s
i
z
C 0
E o
1/4!'=.02' m Q
1/2"=.04"
D
4
3/ '=.06' Q
1"=.08' Q
1 -1/4!'=.10' -j
1-1/2"=.12' N LL.
1 --3/4! =.14'
^ _
1 2"=.16'
2-1/4"=.18' 4-0
2-1/2"=.20' �] z
2-3/4"=.22' Z
3"=.25' `Z
3-1/4"=.27' W
3-1/2"=.29' Z
3-3/47=.31'
4!'=.33'
4-1/4"=.35' W
4-1/27=.37' t 4--3/X'=.39' W
_
5-1/4!'--.43' fi9ao' o 08.57
5-1/2"=.45' n8926008 O U,J
V3 J
5-31N'=.47' � g o ~ Q w
6"=.50' 65.09 101.57' (13.7) e- a. C
n89'26'00"e n }-
6-1/4"=.52 / ?. S FIREWALL W +-
i
F-
6-1/2"=.54' <140 3704 ^r"
w dam- w z
4�"=.56'
2 CAR GAR. X a a
fA
V � 1-
7-1/4-=80 1s oa o F.F. ELEV.= 0� 3 �" < o Z :5 z
7--1/2"--.62' �$46 v 15.1 z c� N ti ti
rn 7-3/4 =.64' = w o O
. 8 It„=.66' 9979 a� o b CL Lit
,n' 8-1/4 =.68' �o - Q
of
8-1/2"=.70' ". = Q -
`r' 8-3/ T'9 =.75' �Q U A/C PAD _�
637.00' 3'x3' S Y
a' 9-1/4"=.77' ® (�3.a} n89'26'00"e 0 j `..� Z
9-1 f2;;=.79* �� a (A o o U -
9-3/4 =.81 101.57' a.2 Y
1 ry
10"_.83 ` (13.7) n89 2600"e ( )
o
ma 10-1�47=.85' j QV) Q o
10-1 2''-.$7' `� 15.33 21.67 29.00 72.57 O
-n
cn 10-3/4;_.89, J N NCO
1 1 .91w -j cv
to Z
Q 1 1-3/4:'=.97' >- t0
} � ciiZ cv m
Lam.! Z ts!
0 <
d ooC) :-� Q0:: c)
' QUJm � L� [n
U
__. _. . ._ - Cl '4? a a
�n�o f 3D 5o
Isl- �n
tj
IN Pl1VI � '�"I
CIL
24 5c) ui
124
-Ilk F
<1 CIA
CID
19
a
II
! ticv.. ! o o
o" Lij or
uj-
m N
sir � ��N �
u,IL t.u,
I
NIN�q vi u3
II. 31-4c `I W,I i l�r1No�"
2 - 4 I r� TI
4,.
.. � . _ 5 _ . � 2h, �o � •a ❑ l lel M
rA M
— I!
o ce
IK
�
r I 2R g -51
4 1
I a
IQ
qp
76G] 3aG0
�_l�pC••5 P k[c Iff
...�:a AFJtr ISR lG i I
I I 1 ii
,31_�,� / t 71• 21,G11 2 •GA �I- II .51- �I x
-7
Icn
01 .
� r
i3 E D Rey h 1.4
4 rf� I G I-c111 p a q Nf,�44— -- Q
- cc- w # �, � d o
-�
I
FLC)C)...R 'FL-. A N
n
�A�-Q►i4 -- �
[al- I a° ' ,,�,,��w �l• 10 11 .: . . _31. 411 ' 31. 411
�,��r�ll 7 I• C) it
(,xir12 tr P L) 12'x Zo l 41 - 4
-r _r elk
-fi
•� I Irv'-6�� Ir,'.o+ I I . ..
6 6
- I Ius
CC
I �
SAi
„ . _..
r�i
ISI
\N
I I � LA I I �\
( w z
Lr-.�7p4CR e-reV/1 TH=SLA.l3 I 11
�.-A-=�yi.-f�
I - Ca::Lsci f L::C/1-5 QU;IM UML--0.
n---
1
� N44 ;
co
11 11 IN I
a
.. Q ----
I
t t
L -�
G -I� 15 treads @ 9 l
w/1'nosing
:_.. ,� ..G rG . .__— • II d risers @ 7 9/16"
I I -
O
Lo
ILI
tj
I �
• I I 1 1 � �,,ill.,r� Il.. ,u. � � � ..
•A�_ �, 3•I I � .
I I F
_ ���._�-..�._v 1.�-r;_SII��_ ..� - : _�.,'.� I•. �, II - tzy
:r
i .
x/12
i
r
I
S�fal�.tG
X112
�I
I
i
i
r
i
i
J
1
3
Ei,
............
El
i-------------
'3
IL
00
3 o
3 a
6 a,
i
ntexPIAN No.
DRAWN �Gr-_ -A
HomesWN 8Y: REVISION DATE
NORTH FLORIDA DIVISIONO 4 DATE
_1 REVISION DATE
Cis�►'1 c..�� S.F.LIVING AREA CKED 9Y:
LaT 1 Zb/� S
COPYRIGHTS.F.GARAGE REVISION DATE
��.Ya
Ole— S.F.COVERED PATIO
o�)�rVD S.F.COVER EpENTAY SHEET OF REVISION
. . DATE
� .ti
I
I TABLE&W \y BRACE TO GAJ;�LFH—FN2
MINIMUM WALL AND HMER 81UD REQUIREMENlt3 +
:rRu55 P�.AT�a 1 FRAMING
Id Nails®V U.C.
Maalmum Hradw aPwl tAa
N fe'
3'
3X4 MOCK14+ 3x4 MtR14G!!R DLOM1113 1I1r IGAPrt:GL11
N 1;' 10' aorx SiuriaNe Id Nails (c3 4"O.C. 61IIAi did J014T� r 14'OG, rl•24 OR Ea"
Number of Header etude euPPorila Eno 1/40'a1r�It:1tIRAl. 11-44AN4ER 2x4 I'1Ar�itf
d Nr•dw TPP Cr" fCOCM OrAtHp11G
l+AF1ER CONi.
11 1 s ! f 2
UnauppoMd stud Number d Full-Lenpih elude T�aall
6111rk.La BTRIN
Wal Helghl aparinp W Each End d Hasdrr 1 I 3x1 X•C 4rAOCIA •,,.
1Y a h. ! Z 3 i 3 3 Jaecxdq 69"1041 0,10MI I r 511D,oc TOP CNortp or
,logo 11 ku 1111 s 3 3 3 3N GAaLH EtD:reuse
211rL 1 2 t 3 ! 3 cora aMPl1M4Y gFttAa taMaFTrt FrtAwtWl ANcnox pRoP a tri'
2a1 POU1d>:crPlcmr r ]o-•.r CONT.7x4 SCAt3 WIND CODE CONS'i'IiUCiiON
pre.tw 112 11,4 2 3 2 a s 1 arLow 1x4 6CAS >1�4
! ( FRUi TOP TO ItLQUlliCi11CN•l�
Than 10' is kr a t 1 i 1 1 Roo' irtUSSp CONT.too, I N.1 130"0"CFIORD II rI �2/IPL 1 2 a ! 3 3 Co11"ll t GTOR + X-CRAC44
�• (PROVIDE
t. Th•hudw alud Phot ndb•uquirrd Me,r hudw u wpponrd 6r a rulub4 haminp anchot' Elton G AwltllI 2x4'• FOOTERS: Stemwall- I story: 10"11111. z20" wide w/(3)" rebore2)t]d HAILe AT Vt Ri ICAL IF( ( HIGtIER tlW1 46', 2 story; 10"1hk. x 24" wide w/(3)Nq reborer /•..• r•'•.r itNIGAL ATj To FOla-t A14 'L' (Note: same for brick•stucco or siding)
LA I ROOF f1WbHD 0011eLL TOP PIAiL AT A1tiAilrO aPtKE XR4Cl2Uplift connection POW aNc n.NO Ec4n I I SII I
requirement at points A r• vefet•UVe r
n From to and bonom d j 8T•18(14.12d•IbGAI Mono- l story;No less than 20 11111. on the outside wi 1Z bottom
(top aoo ok zeas I trot t-t e j I OR EAUAL with(3)#4 rebus.
llrAnut EDas header studs): Uplift aAFTLa -- — bottom CiloRD OF 2 story; No less than 20" dik.on the outside w/166 bottom
load per training GABLE 00 TRUSS with(3)ly4 rebus.
A A member above the CMT.lx4xa'a Ort+ (Note: 454 must start from the bottom of footer. Must also add
header from Table 307A LAIEK L PAI (212x4 TOP PLATL
multiplied by the artrAtox sleeve wrtJ •4e'o'C. 2x4 STUDS + brick lodge on when needed.)
NrADrx sruos w LSPA number of framing 3x4 bLOCKe19• —^16'off. INFERIOR BEARING: 12"thk.x I6" wide at bottom w/(3)#4 rebus.
members divided by wk1 ocwes 4e'O C.CETYECN
two. a " rr (VU4 occults At FAAMP Gtjlp
AAND PMU
Mµa aroma" Tomes STEMWALLS: Must be Be thk.block(except in garage)w/(1)(W rebar at 48"o.c.
NOTE:Uplift connection FIGURE 306M
W1 A 12 bend in the slab and footing.
It `ti.11 11 Al Is re INTERIOR&NFJI,FIWALI,70 ROOF CONNECTION o1 u'•4e'o at (I)rY4 rebar must be turned into slab w/25"overlap at each comer.
ND caNNt:1:rD II required at each and
it II I. b header and e PLATFORM FRAMING GABLE END
II 11 It l bottom d header studs PLATE ANCHORS: Mono- SEMCO FA3 mud sill anchor at 24"o.c.or
II II 11 I I II In addition to -
Luj
All 11 II 1 IIA connectors to was 18'anchor bolts w/2" washers at 48"o.c.
::zeds and at top and __ Stom- 18"anchor bolts w/2" washers at 48'o,c.(potucd in place)
bottom of cripples, s sows t a T Interior- I/2"w/4"embedment at 48"0.0.RAWL STUD(red head).
44•••v.a. AT Miro SMXC OCIOM CUe 3x4 OCAS
FfaC*i top to B01I
FIGURE 305D rLwx MATI64 C41oR>7 TO OEIRvIII Ab STUDS: Must be clipped At top and bottom w/SEMCO HCPRe or(2)IICPLR hurricane
TYPICAL FRAMINt3 ANO CONNECTIONS FOR OPENINGS rt.00e JDI3t NAILER Pate X-ORAC114 clips.(on bearing walls only)
OVIIlow WORD OF (Note: Double plate clip is not needed because of hurricane strap)
GAal 1171411.165
11 1 POWLE toP PLATE SHEAR WALLS: Length of wall shown on floor plan- Double studs at each end w/
anLAlpx a"cul ",u (1)SEMCO MTS27R hold down w/3/4'RAWL STUD and
ALl occurs 17d NAILS+e'Or.. •• M structural shoathtng on side of wall, Use RED 11LERMOPLY on
sc rwlaw w.0 occuAs,T IaAM,r Interior walls as sheathing(one side only), 220 lbs./ft. min• on sheathing
• (w,v.A ao•ucLa t'wr+wc� (2/Cd 1rA1LO •
• 11.13AD1TRS: See header chart on plans for correct number of cripples and full length studs
I 1x4 OR]x4 entpe FIGURE 3iTi1 needed depending on size of opening. See chart also for connector location.
1d1 A INTMOH St IEAi1WALL TO SECOND FLOOR CONNECTION
(i/V VR'KTICAL �]'x]'x1/0'aWe4�R •A�1sFarATlva •
Datto►1 G111oRD oto, TRUSSES: MInimum Strap- SEMCO TRUSS 178 DOWN(TRUE-TIE)lIDPT2
1 CGrt-to14 tRl66tts •. GLS
F lSAAA At ALL N.T.1x4 OR 7x4 N CAR 40 40' •34•o� The number of nails depend on the amount of uplift on truss. This information
GOf3[ER° OG VEIVICAL
le'xV3'ANCHOR 001-1`6
• 1x4 0Lorrarrl will be provided on the truss engineering. (Note: no strops are needed on
•�'o� 00 BLAS:
11 4e'Or:-Ore aA 48,
LR MID �ee4 spans of 10'or loss.)
a rs#0=AMAK if HINS L q p1 1/21 11 ACID Pint ramal tea lea t3ADLB>3NDS: See details provided on the lana Cors special framing requirements.
12]4� AT 0011 r1 i al L lei'p14
�WI li'LOtt4 P P P B
? EMED am e' NX116•4a'Oa (Note: 1st truss on cad must be dropped so that outlooker can be
r acro PootW4 Cc111t11lCAle 3x4xe'
framed from 2nd truss back.)
Ir j�•• _. .—•��,'��• -`� � _ =' nhreSTP ett:4atE%d
0•Cr1tl
61-DUALL (I ( r _._1_
atFAu.caLLe �' 150tIETRIC Or LAt_RAL
CorrCreaTE NLl.Et7
GA(l4aII et.Ap WF ERAGE TO GAOLS END— -
I�: : 4x4 .lmnmetallP, TRU55 '- FLATFORM FRAMINCS —�--�--
rnxrunrcLaARArrcrt Ho11 is anNT aai
t str Do a1T —
., •�� . � ((•• � kq':: r2J•4 Ra1SAl!art aeaweN.lr r :fat 11nr l r 1- r '��' TRUSS TI!~ DOWN STRAP TrU9 Tia)
(2) 1111,OMCAR WiT.
.r '•��• IAAD CAPAg111L/FOR MM14=ttlt! l 0� CRIPTIO GA RTlrgrOH IGAd ttbe
(2)3x4 TOP PLATE r F(• ; { r T p ir.-----�Iw►r30G ^,aARAQB PCGR 6wi
1tiPT! True TI 2a 4 4` 1
uOr 1 r ITEA[]t:R CatlrTrwt�, t!' ad
2 A 0 �1 •U69 24'WIPE POOTIk4 3 I e'Cotzftla CLOCK xm a/ s4o lase 131] 1337
�-- -.--7 o� i ! a (.I.ti t — l OT•22 EACH 61PE HDPT3 yr t� n
AIX3401I I•�TTO ar r M 1 rrk r LAW i
14' TI-�OTT=r-1hLTLL � I A'x4'r.T.F'I.ATi3 W/(I0)rd rrAILO SINGLE Alurruq IutwJnp.arwdub rw rrrlour upDa Iwd.
FOOTNOTlt FaAaners zee placed alt ruh ride of tM kun kPa er lop a Doltom
O
tK ,t all 1 ( 2x4 O1UP6 •IVOZ-
HDPTD a 1rC 12-0A d dr do,Ara lap pets nr016err b rpual quanlltT,Fulrnen
e o/ i 1 ( (!1 3x4 not W torr tea Trr kaa•r oder or tr abap and spaced nal
�� �� N M a i DOUBLE / All OINanAL N0711t 1,1.841.1408 dNA SW kaa•r edea at the 1ranFp mrmWr.
�' L 11 N r1lt• rot WTALLATIONr Use all 4walled Ia/Unrq In rd eduls b ad4ava valuer k4calad•
-----WALL
r X i{.a t"d ( r3!ird.Ra L LEtk�ttl F1wk wprarr.r.r.Wa
GARAGE—DETAIL
+ f Q�f �'') /� Ito ( Patent Pending 4 13/r CODs COAiPLIrtNCxr ren aaalad upon rrquuL
L�w'11 V Tr'-'rI r-- rT Tor w 119" w uar I I D 3x4 INGISR 6ARAC+<± _
To lar la to .xd 004 I ( Doom 41EAOER r2J]x4 PuI.L LleraJTN ,.. _ Al ST D PLATS-STRAPS
THICKENEP ALAS (1/1xb INp1:R Design Features.
Economical Installation to acNevs continuous
N a X XG a.�At I �'CAPA-jd POOR
4 ( _ a badlat Irom top plate to stud and from stud to
t aaY log oeay >� i ( NFApER° t
i + �t�. tl3 plate.
'- t11t1{uA1wI wAgr ltle 1 •l/ eLa•s ___._ (iI �_v r__. _•.----_—-----TF- ——
wdHOICV4
Met rials: 20-ie •
galvanized steel
Loadtf 236-id be.l�STUD FOR ND•e
flop"
I i ( As
/ 'i •�At
a+�r• r� re����►l►t. i 1 �
l sl'� if hfetafs r% SIDE"y D AT
oC ALL Et?GEe j ardrPble P6032 20 HW htod — 111 too
i TeohMost 8uppt�lT(800)BE SPECS(181-7327) � t }1/e � ( u• 1,
M (31L1.ANCHUA rr r u "� ( --
Peden F..twau•taq po.aarrq ti WM rel or awe"ku,drllan rale sal 1 ® I ItCPRa 10
•Neral ial"*b acrd ea r rle e►a1. 67e i 11' WTO COf GPd=t a°pOT W41 . . Bk,de Plats rICPRe 11 led sad , Ino
•C n she a wood
owrurta Wu alarm and n16-lucaur endwr bona,
•
Can rrw be,•.a la a n4ar ar ur fi a r rc• s t . /ed 1 ed
Materwat Il-Ieoupaaal a&AaweW1 Y a• salts M N� I 1]• tw'•!'r14► +aEUSE(al V2 DIA TFttal fi '
P.T.p..3x4 PLATY
Lcadu am•ttulbr. 71.1
tAGLtO(TNICJCt:T1 eLAS t0
rt 111 I ,DOOR QmiNI rG l HO-SA uV(1 J 3/4•GIA K
raanxrla0rrcua
MAL
AuowArnalrlAw- y* ► 1771 ____ _—_.— _—�-——— L`NNCAOC PTf-43 2'ALL
arae o lAuda wroraA ruarlll �W e'we 'r�axOrcuAa erre ep '•' ►It]•eA 4Y(1 3/4'PIA P1t43 ECtpEpDEl7 YP' (RGllrii(11GAD1 T1rraJ AROtarD) Peezi piF f Rl�. G1
(Rptllp tiEADI Tlpal INTO GOtrGFtJ:Tr+FoOTlk1 SOLID Arx3 Irl'p1A x 6k RTP201a1 RD 1-0d /sd
C> r rRr� — ell 100
•� ruoraA M1DSI A uhm •r �tav to I•A• •lam u5A[sl V3•DIA.tl-ttal le•Ak4CWA COLT 4 CONCRITE$LAB ° ( 0 8EE GENERAL NOTEBs 1 2,3 e.e,e,11,10
war rA•11a r wt we M11w eu q 00 M M a� DOL10 lata]111'DIA x �EI(IHICY.EN OLAS 10� etto CLOCK CELL M RTP20/IP CO"C01APUANCal 112-C,CJ.'l•IPI,la3te,'AIITRODAD&COUNTY REPORT rat-0703.4
U39 rA•r r ewerjj stir pa nal w As r + A SAO 104 ANCWOR PSOLT �
■ar Mau r rales wrlw eu w ala w M • WTO aLoCK CELL ErrGA69 PTF-[]2 ALL
Par Par r rattw w1w res tM w w r l.v� nAwt AlRaltlUl (2/M N OLOGIC CELLS, �— �- -- ------
"' �� , u.As T�,( a t AT ALL Conrtew
tees r w ! �1 N �� GIRDER TRUSS STRAP HOLD DOWN ANCHORS
1,lar raa r "rat w wa,w r w w. nal r ` OR O N I w Ia eotr-ftla Pool 94 - Design features:• Ideal for glydot miss oomedon/wire there 10 A high III bad redukembnL f
war ww.,r w ►1M •1r1 r M 1a M h l`t D
roarxotaa, rw.rrrwa."ar.`rw►.wrbwFwn.+rrr ar IarWrtaWue�ar • ��1�"1L.+tP+- •
tr-PA 0 %M..'oKW eon ave«va 094 revere M a• i/ THICMIEO ELAS �Ir Ar10t10r i2be t0 as and fall on strap o0meetor.
lora u.6A.MHye+1 res rirvwreorr.a-.,w,,ar►A ane. "alb�lr (NQT t UPd BH AFZWALLI� �t"O li LESS) �""' "'(`n
ar.r AT at�att • fNasher plate adds klaou•d ndatarlcr to wind upe8.
1e ara'r•a•x a✓rl.N Mel w n r r+nnw,r r FA Mi.
tw w►.w.M.,..-.r..ar r►r.a r r.Ma w..,...►1-r..e a u.r.u. MAterlala: 14 gauge galvanized stool strap,it d 3 gaups galvanized steel III
•�`•"•.i`"u�""ocan onrrcnir Pali,r�•.ww"rrp�.r,.�r.a 1 I]!l Loads: 1480.41$0 "-a
f`�8�'dk�"L'�o�etri'a�a.'(i _ T-- T �r � rur,•�
GARA[ag POOR —EyATION :r
nu
t3aP2 114 ur 1 n / 111A (q ter a= 111 ted _.._. t 1/
w.at.•• (NOTEt ON SHEARWALLS 22"OR LESS) 1610d
4 to1 Vi 01 1 In x
FOOTNOI W t, tar a rpWAW laalan6 in who&*b adAm value,Indkaled.
ate OENEBAL NTtat 9.9,a,e
CODA COAWLMCIU FjVhisan waled rpprwal avalabb upon tWwa4
� Co.-rU Mrd IDS Gf•
H .
t
cap
SBCCi 1205 FRAMING REQ ,
DATE: 05/23/94
FINISHED FLOOR 4" NC. SLAB W/ ' FTNIS11E0 FLOOR
, - 6X6 10/10 W.W.M. GRADE �_
=• � FINISHED
to FINISIIED GRADE r ` ��� �'
6 MI POLY VAPOR '21
GENERAL NOTES: ,� �:a-� BARR R OVI�I�IFJWCOM CT 1>;
3•-14 REINF. BARS TREA FILL 3-14 REINF. BARS
1. DO NOT USE STAPLES AS FASTENERS OR TEMPORARY HOLDING DEVICES. ('�
2. USE 5/8" FIRE RATED DRYWALL ON BOTH INTERIOR & EXTERIOR SIDES T �{' `
0 ALL WHERE APPLICABLE ON ZERO PROPERTY UNE5.
O O
2
STO
RY
MONOLITHIC
3. ALL INTERIOR LOAD BEARING WALLS SHALL BE PROPERLY BOLTED & SCALE: 1 2 = I-70w
ANCHORED INTO INTERIOR FOOTER 0 4Er O.C. W/ NUTS, Z DIA. WASHERS
& 1/2" x Er ABS TYPE (RED HEADS).
4. STRUCTURAL FASTENERS: HURRICANE CUPS & STRAPS ANCHOR BOLTS 4' ONC. SLAB W/ i FINISIIED FLOOR
STRAPS, WASHERS, & MUD SILLS SHALL MEET OR EXCEED THE REQUIRED FINISHED FLOOR 6X 10/10 W.W.M. —TY ,�
UPUFT AS PROVIDED FOR BOTH TDF' AND BOTTOM PLATES - "; :;� ;" ;y•+��"• FINISHED GRADE
_ FINISIIED GRADE ,,... " „
5. SECOND FLOOR: STRUCTURAL MEMBERS SHALL. BE AN ENGINEERED FLOOR 8 MI POLY VAPOR i •'`' T
TRUSS SYSTEM. '.Q Sd BAR LER OVER CLEAN °C '
IA - 1 COM ACT TERMITE 1 r
6. ROOF" SYSTEMS: STRUCTURAL MEMBERS SHALL BE AN ENGINEERED TRUSS SYSTEM 3-14 REINF. BARS:/ TREA I ED FILL i 3- 4 REINF. BARS
OR DETAILED ON PLANS FOR CONVENTIONAL FRAMED CONSTRUCTION WHERE
APPLICABLE.
MONOLITNIC
FOOTER
7. 4 REBAR TURNUPS 0 48"` O.C. AND AT CORNERS OF HOUSE
S PRESCRIBED ON SBCCI DETAIL PAGE SCALE: 1/2"=- 1'-
8. ALL HOLDOWN ANPUORS FOR SHEARVALLS TO BE SEMCO MTS27B ALL INTE:WOR BEARING WALLS SIWU. BE
ANCHORED t BY 314 REDHEAD W\� 4 MIN. EMBEDMENT.
BOLTED W/NU15 dt 2" WASHERS ON
9. ALL SHEATHING TOB NAILED AS PRESCRIBED BY MANUFACTURER TO MEET ` 1/2" X g' A85 (RED HEADS) 0 4' O.C.
MINIMUM OF 200 LB/FT SHEAR.
10. HURRICANE STRAPS TO 13E SOUTHEASTERN METALS TRUE-TIE C CONC. SLAB W/ •
UNLESS PRESCRIBED OTHERWISE. 6X6 10/10 W.W.
16' 3-14 REINF. BARS
f
INTERIOR L0A BEARING FOOTER
SCALE: IIT=
_
FIBERGLAS 5HINGLES ON FELT
OVER I O.S.B. SHEATHING
ON PR - GINEERED ROOF
TRUSSES 24' O.G.
12" (NHL SIII LES ONLY) 12"
VARIES ; VARIES
R-30 INSULATION CARDBOARD INSULATION BAFFLE R-30 INSULATION
ALUR. EAVE DRIP --1 1/2" CEILING BOARD
1/Y CEILING BOARD • I
"X2' P.T. ---"�
2"X P.T. FASCIA HURRICANE CUP 0 EACH TRUS5
APPROVED HURRICANE SOFFIT
DOUBLE 7X4'
STRAP 0 EACH TRUSS :exlr TOP PLATE
PROVIDED BY TRUSS COMPANY
0 MEET REQUIRED UPLIFT) 1" X FRIEZE BRICK OR STUCCO
V OR BARRIER �' `�"� 1/2' SHEET ROCK DRYWALL
( OR BETTER) 2"X4' STUDS 0 tri' O.C.
1/2' SHEET ROCK DRYWALL APPROVED SII THING ORCKING 22 GA TIES 16' O.C.V.
VERT. OR 110131. SIDING
REQED. W1140 SI EAR(200 �FT. 'MINIMUM) 22 GA. TIES 32' O.C.H.
APPROVED FOR RJTIR D 1/2" X 113" ANCHOR BOLT§ 0 4Ef O.C. MIN. SUPPORT FOR EA. TIE
WIND SHEAR(2OO LB.1 OR MUDSILl 3 0 24' O.C. NOT TO EXCEED 3 SQ. FT.
OF WALL AREA
R-1 i-INSULATION 2"X4' P. . SOLE PLATT: SET R-11 INSULATION
4' CONC. SLAB W/ IN CONT. BEAD OF SEALANT ---- 4" CONC/. SLAB W/
6X6 10/10 W.W.M. OVER ., . •' � • � FIN TIED FLOOR- � •�, .... • • WATERPROOF MEMBRANE
WATERPROOF MEMBRANE
/ If
COMPACT FILL
(1)J4 REBAR AT ALL m FI ISI IED GRAD ~
Ll tq D a C•r, CORNERS AND 0 4LI 3 3 .
�`!• -- O.C. AROUND PERIMETER .4 ;4� , Ir CONC. BLOCK
I(fX2d' CONC. FTG. 10"X20" CONC. FTG.
W/ 3--J4 REINF. BARS W/ 3- J4 REINF. BARS
(1)1
4 REBAR AT ALL
TYPICAL & SECTIONS ECTIONCORNERS AND 0 48
DATE: 06/02/94O.C. AROUND PERIMETER
DRAWN BY: UAW I'-