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I
.i___ _1__ J___J,l•
3-PLY I - NOTE" (2) HUGHES HST 48 STRAPS, \ �
BUILT
ER .. � � W1 (8) V2'm BOLTS MAY BE: i
TRUSS i I f SUBSTITUTED FOR HCC 6d MAXIML-INI UPLFT • 4385b C--OR I-AD58
8770A FOR 2-AD%,
1
r I ,
- 2 X 4 BLOCKING
I
1� HUGHES I j� I I -. A8V HOLDD<)VJN
t
11 4 P 'T FOP W TO NAI
\ I t r -HCC 6 0 C ALL L
CAP ROTATE TO AT EACH SIDE
STRAPS 90,
5/8' j I (2) 3/4- THRU BOLTS . E .. HUGHES ADSB AT
THRU BOLTS AT
TRUSS ff POST I EACH SIDE OR AS
NI-- W/ 3!4' X 12'
r + I I J-BOLT CQ 3/4' DI
i,l.— 70� �!_'r.- 1 C�' I I z - DOUBLE TOP ` `1 I _._______ X 6-5/8' LONC; EPDX^T
. PLATE I o
T _T 1 I HVA ADHESIVE EXP
4 X 4 WD POST r } 4 j ! I 4 x^ 4 YJCJ POST j i 4' X 4' '✓VD POST --J BOLT BY HILTI OR
IJPJLE-c` NOTED y� . __ hJ L
UNLESS NOTED
OTHERWISE,
<
i
I
OTHERWISE K11 1
ON PLAN
2 X 4 CONTINUOUS, BELOW
ON PLAN
�
2 X 4 CONTINUOUS, BELOW
HOLDDOWN FOR WAI-L
HOLDDOWN FOR WALL
NAIL TO AT EACH SIDE -�
I '
NAIL TO AT EACH SIDE
MAXIMUM UPLIFT = 4902a
SEE DETAIL, 15-BELOW /
�
MAXIMI�✓) UPLIFT = 5?I4A
SEE DETAIL. 15 3ELObv. /
Ai% 5
?
�N
_
NOI> _f iD(NgF DETAIL.
( C3
f�OLDDOWNJ Cat : I
%
NOTTO SCALE
�.,
c
SCALE NOT TO
IT BUILT-UP FLAT GIRDER+ TR ,.'>S
MAXIM•JM UPLIFT=-
4,185a FOP I-AD58
8700a FOR 2.AD5B
I r
HUGHF-.S ,JSE. AT
k -_---EACH 300E OR AS
NEEDED W! 3.'4' X 6'
\\ _---J-BOLT OR 3/4' DIA
X 6-5/8' L.ONG EPDX
1� HVA ADHESIVE EXP
BOLT BY HILTI OR
EQUAL
I n5 VERTICAL
LOCATE AT GIRDER` '+' 8' MASONRY
TRUSS I40C.K INTO WAL_- -�
TIE BEAM
H01 F)F)0V\JN DETAII (10
\`NOT TO SCALE
- i/2' GAP
~HL IGHES (2) TA24 f- STRUCTURAL
STRUCTURAL
(TRUSS STRAPS WOOD BEAM
WOOD
BE=.AM
SEE SHT_6A
_ -T
�X
I
1
SEE SPIT a4A
1 BUILDING FELT
3
(2) T A 24
FOR TIE BEAM
IMI UNDER BEAM to
STRAP
I
NOT"� CONC.
BEAM AS NEEDED
J
BE
ANCHORS
F.G.
FOR BEAM SEAT I
(2)2X'2'c
<----MASO�PY WALL.
HUGHES
Utz 2Io
-
HANGEr?
,2N-i 4"
- r1Lh3HES
2 '210
^ .
TAP
CCavr--) AT
EACH SID
(2)2X12'S--! u;
-
11
BEAM SECTION
�
\ SCALE, 3/4'=
I CJ
I/2" GAP -I
HLJGHES (2) TA24'
AT 6A
rTRUSS STRAFE
Tr
BE, -NM
��
WOOD
A
n ; BUILDING F EL.T j
U NIDER BEAMP
k NOTCH CO .
BEAM AS NEEI,c.:r
FOR a. --AM ;SEA..
MASONP Y WALL
POCKc_T F-Op ST,;)UCT
[BEAM,
SCALE: 3/4'-
HOLDDOWN DE TAIL
\ NO TO SCALE' --
NAILING 2 X 4 TO W^ POST
_
_ - 4" X 4' VVD POST
W/AD58 AT BASE
f
-
- - 2 X 4 COM';NU(JUS
BELOW HOLDDOWN
� ,
I FOR WALL, NAIL. TO
POST AT EACH SIDE
li AS SHOWN.
f
I
I
C.Oh.1MON WIRE
-
NAILS A r 4" O.C.
STAGGER EACH SIDE
�
I
I
IT
I
_
NOt_DDOWr\l
DE TAIL
NOT TO SCALE
TYPICAL TRUSS ON MASONRY -
DTC ORR LPT
45' O")
2) TYPICAL
TRUSS ON WOOD -
— HCIO
3) T
YPICAL GIRDER TRUSS ON MASU(%,PY------__.--
(2) TA24 W110D NAILS
SHA-6
12YUMF
4) TYPICAL
2-PLY GIRDER TRUSS ON WOOD
- - - HCC 325-4
51 TYPICAL
3-PLT GIRDER TRUSS ON WOOD---
HCC 64
6) HOLD
DOWN AT BASE OF STUDS ---
----- AD58
SUPPORTING GIRDER TRUSS
7) MIC20LAM TO ALLM COL-L-IMN ------
SF_E DETAIL SHEET n4B
8) MIC`,ROLAM TO MASONRY----
--- ,2)TA24 w/11-10c3 NAILS
TRUSS
COECTORS TO BE SPE'IIF!ED
TO TRUSS! S
BY TRUSS SUPPLIER
TABLE' OF EOUIVALENTS - H!.)GH.:.S -
TO - SIMPSON
-�
-.FA APCITY
HWHEv (S
I MPSON
(RIFT
I CAPAOTY
l,Pl_1FT
IcAVAcIrT
- HUGHES
a
t , ABLE OF EECOUIVALENTS HUGHES - TO - SEMCO _
HUGHES j SEMCO ——��AC3TY 11CAPACITY HU4GHE9
4385n a -_- ftADS-5.
p77r (2) AD58 - 1' ,2) AD_5
ii-IC,C-325-4 -- �4 -- ---
41' HCC 64 ! C_CC 64
t EG! AIvtA52 TA24 W/IOD NAfLS
PLAN f,20vt CDPL 'R
11EVV_ 20n _ Hti _- HCPRF
4 OM' IMS _ANCHOR - i FA3
AL SEAM 1 12=�! J`�`� L iO Lei DOWN `:UHE� i�1 ! I �l -
-- - ---- --- - �_ . -. . ---
SIMPSON
SEMCO
CAPAG(TY
A
13
8' X 16' POURED IN PLACE CONC.
BEAM W12 n5 TOP It BOTTOM CONT,
W/a3 STIRRUPS AT 6' O.C. --
I
I I ji
,
I I 1
I
I f I
I
y '
f —'I) n5 VERTICAL
HOOK OVER
TOP BAR
E T, CELL
GRO(J SOLID
* MAXIMUM CANTILEVER = 5_0'_
C A,N!_r'ILEVE P BEAM DE T All
SCALE, 3/4'- 1'-0"
2-PLY
BUILT UP
GIRDER -
TRUSS
;P T RLJ BOLTS
()3/ H 2
\ -
_- - HUGHCS SHA-6 AT
;I EACH SIDE
+--"- W/ (4) 1/2" X 6"
e !J-BOLTS OR 3/4' DI
Tl X 6-5/8° LONG EPO
HVA ADHESIVE EXr
BOLT BY HILTI OR
EOUAL
� I
w ` w MASONRY W
I n5 VER"T'!CAL
LOCATE AT GIRDER 'I" (,I"E SHT. 4A
TRUSS HOOK INTO ,
7 iF BEAM
MAXIMUM UPLIFT- 4500n
_ f_ _ -T I r A 'O . ,�W �! DE � � DD 4
NOT TO SCALE
� ____-----BUILT .JP -- —__ . .—_ -- •--------",
GIRDER
PROVIDE A rS -_ '" NOTCH TOP
SPACER AT -OF GIRDER
2 PI_Y GI HERS - } \ AS NEEDED
FOR HOLDDOW
0 REST ON
HUGHES RY'!.MF
J-BOLTS OR �3 4' DIA X 6-`'4/8" LONG EPDX
Mk•i:{. y \\ HVA ADHESIVE EXP
-sOL' BY HILTI OR
I ,
__ MASONRY WAL
i a5 VERTICAL ,i .E SHT. 4A
LOCATE AT GIRDER
Ti2jSS -HOCK INTO �!
TIE E35NM
MAXIMUM UPUF T = 10,000a
HOLDDOWN DCTAII 9
NOT TO SCALE —
DESGN LOADS
4W10�.0p� LGIvpEpTOAD
40CFiYOTA� 50 PSFSF vEL00T7
WARNMtYd
CAST-IN4•PLACE a-�zETe
n r _._ ._. BE 11100,AAL. WEIGHr, Tr"E .,ulNi 28 DAY G=J�h''RES$I'vE ST4Et• TY� SHALL 9F-E..:..':)W�:
ALL SLAB OR'..GQ ,^C!•ICf7ETE SMA1. 2500 PSI FOOTIDJSS, COLL.M/J-,5 AJ C TIE BEAMS_ _..,..30rY:: P'=" w NTtpB ON �4ADE _
2 CCX4QeTF Q) RFOI?cI CT STEEL SHAG. BE 94ADF_ 40.
3 WELrED WIRE KAB12IC SHALL BE 6A6 410101<1
WOOD TF2U�';�.y ATEc^�
ALL DESiC_NS T(7' Be ST A PRCA`ESSIONAi ENGReN RBGISTEQM IN rHF STATE OF FLORICA, APC
A" SMC)P MAWNJ Ga , AND CAL^J1,TQO r2 To BE. S*k4ff,) 4414 SEALED BY THE ENGINEER
2 AL TRUSSES T 0 BE DESIGNED PER APPUCAB X7 I:i20VISI0NIS �r STA; L,:+F.D BAL:>Pr '„OC'E i 4P,L:.:=,B,f T::mBER f rcf.1
ROOF TOTAL LOAD--_... ........ _.50 PSF
WL.. TOP CYAORO.: _....—._ _ . 20 PSF
BOTTOM Cxe A?D_____ ,_..._5 PSF
WDL TOP CIHGM20.._._.._._._.__-2O P5F
BOTTOM ^HORC....._____..5 PSF
'ANNC -_.,._ --_ _._.. d10 MPH
TOP NIORC +x TRL$SES TO %.2 SrUTHEQN PINE OP E':XNvhLE"IT
_- 5IB`AT SH:X DRAWM6S SHOWING ALL bTTC-SSE$• MENBERS. C0+4^ECTIOt`S OF rRUS cy .FML"1.. _
ANL PE'RMANE14T 02ACIING. PROVIDE lANN9.M 2X4 BtAOt-G C� ALL 2 X bE&495r, n N Arl uv
8 -f O.O. Ir CTI-DING BOTTOM CYAORO OF TRLSSES AND DIAGONAL MEMBER'. INDICATE +L
REACTIONS. 4,12-L (RIFT. INDICATE WIND VEL0CJ-. 6EIGW ABOVE G12ADE I DOME _ ,+ L'F TRLn ICES TO TZk DES
WOOD FRAMING, NOTES'
ALL 5TQUr Th.-t _LM.ABER H EXTERIOR FRAWuwR TO BE .2 St7JTHERN: 'BLOW PINE .R EDU•/., ExCEP'.
2. FrA;Cw, 4i REQJIW_ IENT5 OF STA1D4120 BULDNIG 0004 'AM&^R LEITICN FOR ,..L WOOD FR .m't-
Ir & I.r)T UM.MTW TO fDn rt*CnONS. 13R :Ca!'r. Eu70.+'ND AND N aILING.
9Er h.''S SMALL BE AS MAi'4f AcT'..4'Ei S 17N:S1; s .<...-Dr. DP Er) E.F.. Z4:
Fs ...___._._..BOO PSI
Fli 285 PSI
. ._. CCk'S.00C Psi
A AT GABLE Et D, 1,5E A ROING K INatL_ t.Ye SHAC TTo ,- y fr!QST ,
qA �. ISA FOR F145T3_ FSF,
1NrQaOR SHEAR WALLS
2 f 4 STLAS 0 16' OC, DOI$E TOP PLATE DO NUT SPICE PLATE FCQ WALLS LESS J k I', -H K.X N. =lh` w._,.• ui7F.•.._E�:
THAN II& IN LENGTH, PROVIDE W l 36LAP AT SPLI'�E5 WI ry ,8 I6D NAILS. EACH SIDE 'K ., t� E.
DO NOT SPLICE WITWIN ICY OF OUTSIDE WALL BRACE 'OP •DF v ,_L AT 2=7 O.C.
I/7 D2TWAJ_: TO BE FILL 1•01344T BOTH SIDES WITH 50 OOCCLEI. ^'aLS O T O.0
WG*Je7 TO BE SOUTHERN PINE. SILL PLATE TO 12F FASTErNED rf ±yKRE'TE FL OOP rrn'1-1 r r DI ev.E'Tk
AfkC - 2 BOLTS O A-Ce O.0 MAX1MLM WITu A NAINRAJ.l OF I v.'-P AN)OM,� O EA ;F: ENC L;NC
NI wows•
FCR WINDOWS NOT REO'D TO LSE STRUCT MLIU$ LSE Or'0I4, 0 3i0' LONG -"' w,:S O o J.C-S t'E8• : N,41L O 6'01.0 ALL A.SCUIT
NOTE ANY WINDOWS RE3LpRED TO HAVE STRtr_ .R4. 1ALITS D E TO SIZE AND LY2 'WrV 'AAri_
SHALL. NAVE A AAICW ING OETAJL OF n,MAL Tn HEAD AND Sn.x CY WVZOW MAhLFAC _RE.
SL-IQft4v GLASS DGCRS'
USE 097"DIANVTP.R ;<' 3'8' LON? 7 NIA 5 - 1l FJAILS O !7 O.0 T-„.P AID AT IAMBS FO< 'A MATE
USE .09T DIANrM y: 2 I,4' OONT.'r NIAA�.S - ' NALS O 1, O TCP.AND AT .IANAEr., F'Y
�?A&La DOOR .JAM, p�
0""'. 3 17'^ 6' ANCHOR BOLTS AT AMSS FCR 8'-C , WIDE DOORS
LSE MINKIJ A A I!2` X 6' ANCHOR BOLTS AT .JANf3S FOR'6-O• ',^,tOE DCOR-
TTPICAL VERTICAL STEEL geogwKeNIfS AT ALL WAIL
I - .5 V92T' AL GROUTED SOLID AT CCYdFRS
1• - ■5 VPIZTCAl. EACH SIDE OF OPB•clb5 V40M -MAN 6'CI'
t - .5 VERr Ai, EECM 940E OF OPENINGS W10ER THAN 12 Y'
I - .5 AT Eay: SIDE CIF TIE BEAM ELEVAT -_V-T'7aANGES
SE'y 4c,Fn TYPI'..AL VERVCAJ. E'f:Ti'RI 4ti,'A:.I_ Si'cEL PER SS a ?__.
O MPH VEOOT T
A, 12' AI'D 16' DEEP POIRED IN RACE Tit B`. M
8' rVALL5 TO C'C HIGM, I -.5 O C'-C' CC.
8' MALL$ -0 I-•`^' HIGH, I - .5 0 A8 C C.
B. 6' DEip TIE $AM COURSE OF gJOCKOLT B_: C'oc
8'WALL_q TO I0r,'WIG+.I-9`0A8'0-
8' WA.LS ' ,' 1%' HIGl, .F 0 AW OC OR - .7 0 AA-,-,C.
:..G •AP ALL ST�L Ir°I '.YAL:,S. FOCTNG< AND BEAN MIN 2 � F .% 5 B4R� ANC 35K '>QR BARS.
e. B.F0 FO,JnnC- DOWEL;$ 6' ^.41^MMt.M K•JTC P.," b ., EX"ENC , 'IE BE ,5 •-ND BE`f, M OK C.'r,�;j TCO BAR 25 tAl',
LIT5�
PRECAST LINTELS GREATER'- 4 F O' .5. yi LITJTEL$ 12-Cr ',N, ,.LRJGTH
V, H A aRDER TR.SS BEARP rJN E_ +RE BE. .VTH E` t,.a,+.F Ai 13R'Ii FOR BE.V7G-APA-r-T
TRUSS 0 Z-O' O.C.
/
(2) RT 1 18 -i
GABLE END TRUSS
HCLH
X AS
16' O.C.
- HCLH
b (2) 2 X 12' S BEYC
Tn -( 2 X 4'9 �-"i
Z) 2 X 12 S -- -- j- fE� 2-- X 4'S 0 16' C.C. � I 0 16" O.C. i I I� f - (2) RT 16i8 STRAP
—T EACH aOS
<-i- (?) 2 X 4 pp�TS I f !
I I AT EACI EtND (2) I/;,?'DIA--------i -'2` X 4 POSTS
OF 2 X 12 BEAM l HOOKED ANCHOR --- E AC4-4 END OF
�- ) L�{ �L ` BOLTS 0 EA COL -..... t X 12 F3EAPSS
--� If, `�OSSH-TO SILLS i W1 WSH !093
_!. I COL.
PLATE WITH WASHER
ANCHOR BOLTS � � V'AklFS
r
2 X 4'S COI. -� --"
I I (4) HCLH ; UP S--)
VARIES POST 1'0 SILI.
E:NTRl x — _...--.-__._-- __y PLATE WITH
ANCHOR BOLT
SECTION HPU SIDE/FRONT EN' �'N? 1Q I ; SE CTION TH ?U FC20f�IT E r T�;r CA
NO SCALE NO SCALE E GABLE' E-NiD \.
HC i0
-- ('2) 2 X 12'S
-rim 171C A n n C,r" i JCnl 11 C
ASE I--- T 1
i
CASE ±I —
CASE III z�
i
J
DESK
i BFAhA
-OH.
1 —
CLEAR SPAN �� � ' ✓
T'
t C1i [�- SIGf FD k34 —O ,2 0,"I,24T-O`
- -
BOTTOM STEEL
rsp18� ?8M
._..__-
BOTTOM STEEL
BEAJv _
BOTTOM.n STEEL ST!ppUPS
SIZE STIRRUPS
40 WADE 60 GRADE(
( SPAN
-__I
BM 5!2E ` _.- f 5 RF+LPS
_- r h D?RADE _ 60 Gi2ADE
;SPANBM SIZE �_-
_. _ 40 GRADE — GRADE � O C't
+ ^✓IPl INBR 45 B I.NBR. 5 AR ®QEQL 16 OC.
. MjA 1h.lE3R 5 BAR !PIER. 5 BAR
w - 0 16
II
INBR. 5�- ;i�iBR. 5 1 AIR EA. F
C.C. 1 + � M!N ,
r..{]' 6X12 !2-a5 2-n5 03
lr-C'
8X 2,. A? 2 n°i a3
7-{ 8X'2 12-13" ?2 n5' jo'3a:6' I
_ _-n,
-n�
PU3
14O`
8 x ;, nbr
a.
EO 2 AF iI
6n5
8'O';bX12 2
,3
_ -
!_
_!Cl._O' t, >. ,2 2 n6 3 u5 n5 a3
6 O.
! 8 x
- 'A •.2 ttb 3 - n`.: 2 - n5 1, 3
In' f:.' f+ � I ? r 11. - 4 i .. - A 2 u6 I ] .. uI5 1 4 a3 0 4' I
I - ..�
T-{7-�fi K 12 r- 2 n,_ 4 - a5 2 - a6 3 n5 a3
i 2
1 A x. I / A P: I . — I : 2'0' ! .� % L * 1 'A - ❑ 6 1* 1 .. qg r I i
� i (� 8 X !66 n 7 ' - ---+ - -+ --- -4 ___--
d
1 20
`I 8 7 4 i
X ? 4 (it 6 1
4I4' r 16 2 a7 05 2 a6 3 n5 n:s
4
20 a7 n a5 I
x H t* 2 ut j 5 A aF 3 n; i tt
ci I
}
6 * , mir) I ' , A 1 AL a?,
t c]° f: * 3 C6 t c' .
tg•
h K`>t4A3C9.
X16s �'
1 a, S n5
' 2 n6
3 n5
a3
m5
2 - n6
3 - n5
n3
26 ()"
-}
8 y 24 2 a8 t u5 7 n,<: i u l '
0- a " r' a fi=1 up.1 ''E-
8 X 20
2 a;l 15
,
.
I
:�_ �
O 8 n 2.0 *
, a �.� a5
e.
a
2 b
.. u5
a3
r s
r , 4 . I u�, u.. ', 1 +a3
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f
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1.,-0 "-t ,^ t� I
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.f22O1 -4 2 0 C—)'
n
RFAP,� CAE1,C,11_ ` FOP CASE III
1
(OP
otV y'
RE:FEk TO SPAT-4
ABI.E J is P
S'IRR'JP S+-A(_NKy`_
}8" SEE STEEL JAPA E/' 1�
F OR a OF BAi? e
B ANn SI Z '
a
z�•
3-I'-O'DP.
MICA CAR — _ _ .—
Wi 10 SH EA _
FOR HOUSE _ _ _. _ z
SHT STORAGE
"I
!'INSH —
L-- S
NOTCH SHELVES — — — — —
45 REGL) A- CON- - - - - - N
', ALEC Htt ,,t'ES — — _ 7
4- TALL MICA — --- -- INS —
FRONT FACE. OF ..
CAF3
�
„�iiNL - " 1, 0„
FOB AGE C - - -
IA
�g
1 r
d ',,
L_ L ` J l.__ I L)
Ito v ELEc. WILE"
M0U�1T AT 10' AFF UNO
3 WAY SWITCH AT 46' AFF.
SWITCH AT 46' AF.F.
U
i
[)JkgvER AT 46' AF V
A
TELEPHONE 011ii,U=T Al. 1(Y AJ c.
C)
COMPUTER TERM f`4AL.
{ }
�(
CEILING MOLM FIXILLRE:
WALL MOW FIx rl-l2F
(��
RECESSED CEILING FIXTI1f2E
I
FUXX2ESC ENT WRAP
F,
TRACK LIGHT
FA
A/C SL.PPLY
,'
RETLIWN AIR
(�
�J
TO MATCH FRONT ELEVATION
THOMAS* a SL-1238-8
0OR
KLP KLT 220 (2) 20 IN FLOOD
DBL 48• WRAP FUJOR. FIXTLLQE
QESS a P7251-30
(3)'PRC7C
TRIM tl P7215ES CHASSIS
(16' X 499
OSOW
'ANO- tl AL22 VJ1228 (WHITE) TRIM,
PAR 30 - HALOGEN REGRESSED
EYEBALL - SLOPED CEIL'G
'J-t,XY a AL22 W/24W (WHITE) TRIM,
5
0
5OW PAR 30 HALOGEN BAFFLE -
FLAT CEIL'G
O
-lNQr T12ACKMASTER (WHITE) W!
a T-425W LAMPHOLDERS,
75VV PAR 30 HALOGEN
(SEE: PLAN FOR LENGTH OF
TRACK 8 a OF LAMPS )
— -
-
30, x 30'
FRANCHISEE
PANEL
FQANC7rIISOR
PANEL
9
9
ANGIFD TOP
EL CY-O'
6 ROTS_ OLIf DRAWERS MICA i
L FOR HOLASE SNT STORAGE FINISH
,r 61DE DIMENSIONS TO BE CAR
IT W. X 14' DEEP X 3• TALL
FI_ECT PI CAL PLAN 114"
I NUAN
aka t
— ILUGIE OUNTY
BUILDING (VISION
REVI ED
FOR CO IANC
REVIEWED BYE
— wI
CY
m
~ W
In
�R
�OTV)
�01
[3
IE EDGE
1T BOTTOM
SLED TOP
ION
TI-IRU
CARIr�F'i
-r
3 � AC7I I VL-7 Y r
PREPLLNB CNlL.Y r
OR WATER HEATER --�
R Arl' VM
it LT ---.
_ 24' WIDE
STOR. CAB.
NON A/C 28458 !c
STORAGE T' STOPAGE
CLG. AT 8' 8"
CLG. AT 8'-8- 61 ABV. EL, 0'-0
ASV. EL O'-CY A
2Bb8 i _
17-6 I
�? DISPLAY
x tL _
OFFICE al � CLG AT 8'-8'
b '..1 ABV. EL O'-Cr
CLG. AT 8'-8• T
EXIsT ING OUT
OFFi. E 2868 3068 To
FL VIA TLRE FP IL MODEL
L -- �—
56• X. 56-
- BRICK PAVERS
14' -- ----- BODY BASI�TWEAVE
LOGO SIDE BORDER ROWLOCK
LITE E., LAJIDSCAPE
2868 — TRAP
FR-FRANCHISSEB 3068 1 -- --- --- --�
L FRANCHISOG FR
IN
PANELS IL O
OFFICE 1:12 - - - -, 2 OFFICE
Aav EL. o'o
Y
EXISTING _
z-a - °PAD o
I. CAB.
SEE SHT. 6
STEP CuG.
To Iao•
FLOOR PLAN 1/4" 1 -0"