790 NE 96 St (5)• Lisa i ropepe, Y.L'., structural
t State Reg# 45408
• 4900 Dyer Blvd
Riviera Beach, FL 33407
407 - 840 -8683
PROJECT:
0
0
0
.5
0
0
0
O
0
H
NSET
SECTIO
0.620
2.000
4.620
of
SCALE: FULL SIZE
2.000
— _IA. �CLE TtiP)
I I
OPENING 'WIDTH PLUS 3"
OPENING WIDTH MINUS 25" EACH END
CONC-R - =T
4
NOTES:
MASONRY M O U N T
t. ANGLE MATERIAL: 5063 —T5 ALUMINUM ALLOY
ANGLE THICKNESS: .125
ALL INTERNAL BEND RADII TO BE 25
3. OPTIONAL PRESS STUD OR THREADED
HOLE MOUNTING
OPENING WIDTH MINUS .25' EACH END
TYPICAL PRESSED STUD SPACING DIAGRAM N.T.S.
BY
PR
UCT CONTROL DIV1S:03
SCALE FULL SIZE
622.00 2.001 EO
5.000
5.000
6.000
WINDOW OPENING
6.000
6.000
E0 2.00
•
a .:2 I
2.00•
we
APPROVE A5 COMPLYING WITH TIE
SOUTH FLORIDA BUILDING CODE
DATF Zq t
r
BUILDING CODE COM E MICE
ACCEPTANCE NO '�✓
H;r!I'�� !I L
CLHARSHIELI D,
4900 DYER BLVD. RIVIERIA BEACH, FLORIDA (407) 840 -8683
CLEAR$hleld"
MIRRICANI ►ROIICTION
Date: 5 -23 -04
Drown: 7.0.T.
R.•ta.d:
7 -07 -94 •MlD $.ar HrM
1
lob No.
Driving No.
A -8
_Isa l ropepe, Y.L.,
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
407 -840 -8683
O
0
0
N
OI
•
0
0
0
01
O
0
0
IN C
PROJECT.
L
0.620
!,SET
0.6201
'
2.000
2.000
of
^LE _ _E
4 .620
2.000
34 OIA. HOLE (TYP)
(L I
ELEVATION
2.000
. DIA. HOLE
T(PN
Th N
OPENING WIDTH PLUS 9'
OPENING WIDTH MINUS .25" EACH END
w00DI FRAME MOUNT
OPENING '.VDTH PLUS 9
OPENING WIDTH sAINUS .25" EACH END
62 =.: o ::01 Eo
6.000
0PEP+nNG WIDTH MINUS .25" EACH END
6.000
5.000
6.000
•
::100 DYER BLVD =IVIERI . 9EaCH. FLORIDA (.40 7) 840-8683
I �
wINDOw OPENING
- 'PICAL FFESSED STUD SPACING DIAGRAu N.T.S.
+ + =LE THICK ATERIAL: ESS: ^Q6j —T 5 ALUMINUM
2 J
-L_ .NTEPNAL ?E11: RADII TO BE :c
G `� r STUD OR T HPE. n
:Qc
CLEARShfefd"
MrlrtCANt ►IOtICtIoN
¶4 r�
2000
2.000
(3;
6.000
4.620
Pt
4
4 .620
2.000 10.620
S'':AL_. :FULL SI__
on
S CE FU LL SIZE
APPROVED AS COMPLYING WfT}I ThE
6OUTH FLORIDA BUILDING COCE
DAT '�li4 Z■' Wi g¢
BY . !/
f , DUCT CONTROL OW'S ON
BUILDING COLE 0M !ANCE OFFICE
ACCEPTANCE N(' . .
: :.o.r.
Rented.
7-C7 -ii •tru t a' .vt
:ob
DrI I ( :to
-1
L, sa I ropepe,
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
407 -840 -8683
01
I
34 DIA. HOLE
5" SPACING •) "-EAD ".t SILL I
12" SPACING 14. .AMB
NOTES:
1 500
N
3.000
Z BAR MATERIAL: GALVANIZED STEEL
Z BAR THICKNESS: 13 GA.
2. oLL NTERNAL BEND RADII TO BE 25
3. MOUNTING HOLES TO BE 5" O.C. a HEAD AND SILL
AND 12" 0.C. ID SIDES.
1 500
of
.34 DIA. HOLE
S CALE: FULL S IDE
Z BAS
WINDOW OPENING PLUS 4332" EACH END
TYPICAL FOR JAMB, HEAD AND SILL
/.ATI O N
Z7
SCALE: FULL SIZE
,ry...
Ixrn 0YED AS COMPLYING WITH THE
EOUTH FLORIDA BUILDING CODE
DAT 45- -
a nd �� T I
BY
DUCT CONTROL DIV S ON
BUILDING CODE `
COM IANCE OFFICE
ACCEPTANCE NO 9f
PROJECT:
'4 11
CLEARSI II ;L1), INC.
4900 DYER BLVD. RIVIERIA BEACH, FLORIDA (407) 840 -8683
CLEARShieid"
HUIItCANI PIOTICTIOM
"Da I C1or
Date: 5 -23 -94
Dra.n: J.O.T.
Revised:
Job No.
Drat g No.
A -6
Lisa "I'ropepe, Y.E.,
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
407 -840 -8683
O
O
0
0
0
0
-
PROJECT.
0
O■
0.500
�/�
.38 DIA. (TY
.50 OIA. (TV
P)
P)
UNE OF wIr ;OOw OPENING
- t"
6.000
P. DA
_ \ J
13.000
PANEL ELEVA
IICN
13.000
7. 5060 50c
I
LINE
OF 'WINDOW OPENING
� N
6.000
r$ .000
2.000
rrPICAL
SCALE: FULL SIZE
SCALE. PULL SIZE
3.500
0.50C
T T
I
4900 DYER BLVD. RIVIERIA BEACH. FLORIDA 1407; 340 -8683
NOTES:
CLEAR$hieid"
MIt /ICAMI 1
4:46 a Caar
Peoe
4. COMPOSITE PANELS SHALL _AP 0
MINIMUM OF 3 ON ALL 4 SICES
•
1. PANEL LENGTHS TO BE DETERMINED B"
OPENING HEIGHT REQUIREMENTS
2. PANEL PANEL MATERIAL THICKNE S S: : EXTRUDED .093 POL:"CAPBCt,A7E
3. ALL INTERNAL BEND RADII -0 9E ._5
APPROYED AS COMPLYING WITH THE
SOUTH FFLORIIOA BUILDING CODE
DA 'VVG 2.5"
ODUCT CONTROL DIY:S 0 :4
BUILDING CODE C OFFICE
ACCEPTANCE NO. !Y ;Q6,1%
Date: 5 -23 -94
Drava: :.O T
Revrted
7 -07 -94 -t ' +r ...
1
A
Job So
Dr►.nrR 4o.
Lisa 1ropep
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
407 -8 40 -8683
MOM
MOM
1
3.
1111ffl'1II ,4m■w.
r�r
l y
1—J
MINIMUM
MOUNT HEAD DETAIL
-
0
O
O
O
h
O
O
O
5/16" ',< 1 1/2" 5S LAG SCREW 0 6"
0.C. (TOP & BOT.) W/ 3/4" X 1/5"
POL'rCARBONATE WASHER
POL PANEL
SEE SHEET A5
SCALE HALF SIZE
PCLYCARBONATE PANEL
SEE SHEET AS
5/16" < 1 1 / 2" SS ._AG SCFE.'.
O.C. r TOP & BOT.' w/ /4. /8
POL)C PG0NATE .VASE-
11
�
0
0
SC E irk. SIZE
(2)
4 " 1/4" NUTS x 20 x 3/4
PRESS STUDS w/ 3/4" x 1/8"
POLYCARBONATE WASHERS AND
1111
aaS
3.000
62a 1.760 a.62
FLUSH MOUNT JAMB DETAIL
NOTES:
PROJECT.
.
F ` 'H 11flI \ \vCCOD FRAME DETAIL: i 4901 :$ I I;L'.I' = ?' = H":;(7::, FLORIDA
O
O
O
PANEL LENGTHS TO BE DETERMINED BY
OPENING HEIGHT AND WIDTH REQUIREMENTS
PANEL MATEPIAL: EXTRUDED POLYCARBONATE
PANEL THICKNESS: .093 SEE SHT A5
3 COMPOSITE PANELS SHALL LAP OPENINGS A
MINIMUM OF 3" ON ALL 4 SIDES
CLEARShieid"
NUHCAII! PIOTICTION
`7L ceoj jr.a a C6ur
POLYCARBONATE PANEL SEE SHEET A5
1/4" X 20 X 3/4' PRESS
STUDS 0 6" O.C. W/ 3/4" X
1/8" POLYCARBONATE WASHER
at I /4 WING NUT
1 1 /4" X 1 1 /4" X 1 /Er GALV. STEEL
MULLION BAR 0 33" O.C. (MAX.) SEE
SHEET Al FOR LOCATION & SHEET A7
FOR DETAILS
l�1 " r C_c7 r
SCALE: HALF SIZE
APPROVED AS COMPLYING WITH THt
SOON FLORIDA BUILDING CODE
GAT �G 2 19g0
BY
1�yfvy�
DOUCT CONTROL DIV :S.O'.
0! L'Af ;E
ACC BUILDING EPTANC: CODE � ' � 5 ; 5/, OsI
Data: 5 -23 -24
Drawn. J.0 T
Revised'
5 - 23 —?4 •t'-' art• •
:cb Vo
Oraennt .r�
Lisa l'ropepe,
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 334(
407 - 840 -8683
(MIN)
J iiuiiiiiiiiiiiiu
IOW
L
3 :000
MINIMU
z
2 FLUSH MOUNT HEAD DETAIL
A4
A4
1.250
O
0
(MIN)
( 1 FLUSH MOUNT SILL DETAIL
PROJECT:
FLUSH MOUNT CONCRETE MASONRY DETAILS
MACHIN 20
ESCRE
WANCHOR AM5@
1/4" X 20 x Z' SS TRUSS HELD MACH. SCREW
0 6" O.C. (TOP de GOT.) W/ 3/4 X 1/8"
POLYCARBONATE WASHER
(2) / U H
SCREWS EA. SIDE W/ 3 /4 X 1
POLYCARBONATE WASHERS
MACHINE — AM S B
POLYCARBONATE PANEL
SEE SHEET A5
SCALE: HALF SIZE
POLY CARBONATE PANEL
SEE SHEET AS
1/4" X 20 x 2 SS TRUSS HEAD MACH. SCR EN
0 6' O.C. (TOP & BOT.) W/ 3/4" X 1/6
POLYCARB0KATE WASH ER
MACH 20
E5CRE1 ANCHOR AMSB
SCALE: HALF SIZE
3 FLUSH MOUNT JAMB DETAIL
a
4
4.620
NO
1. PANEL LENGTHS TO BE DETERMINED BY
OPENING HEIGHT AND WIDTH REQUIREMENTS
2. PANEL MATERIAL: EXTRUDED P0LYCARBONATE
PANEL THICKNESS: .093 SEE SHT AS
3. COMPOSfTE PANELS SHALL LAP OPENINGS A
MINIMUM OF .3 ON AU.. 4. SIDES
4. MIN. ANCHOR EMBEDMENT TO BE 1 1
EXCLUDING FINISH MATERIAL
CL IIELD , IN C
4900 DYER BLVD. RVIERIA BEACH, FLORIDA (407) 840 -8683
POLYCARBONATE PANEL SEE SHEET AS
1/4 X 20 X 3/4" PRESS
STUDS 0 6- O.C. W/ 3/4' X
1/8" POLYCARBONATE WASHER
do 1/4' WING NUT
1 1/4" X 1 1/4' X 1/8 GALV. STEEL
MUWON BAR O 33- O.C. (MAX.) SEE
SHEET Al FOR LOCATION & SHEET A7
FOR DETAILS
3.000
InhlIlIlIlIlIlIll Il 41
rnr i nmua ueaiai j III n ai
c EARSNe(d'
■I III CAH Pt* IICT1Oy
4316 ce4SmoN 1 Uwe
l
SCALE: HALF SIZE
RPFFOIID AS COMPLY:NG WITH P-1
SO'U'TH FLORIDA BUILDING CODE
DAT F ��Z— 1Z
BY
PR OUCO T CONTROL CWY!;.Gr
BUILDING CODE C 'APII ME
ACCEPTANCE NO. 3"' "(9S:3Ze)6"
Da 6- Z.S-
D : 1.0.T.
7 -07 -a4
Sob N0.
Dra.tn( Ito.
A -4
Lisa I ropepe,
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
4 07 -840 -8683
*AIL i _PA
mummy in iii:
O
O
ri
Z
1
T ;1(
A3A
C
PROJECT:
2 INSET MOUNT HEAD DETAIL
MINIMUM
3.000
1 INSET MOUNT SILL DETAIL
INSET MOUNT WOOD FRAME DETAILS
1/4" X 20 X 3/4" PRESS
STUDS 0 6" 0.C. W/ 3/4" X
1/8" POLYCARBONATE WASHER
& 1/4" WING NUT
5/16' X 1 1/2" SS LAG SCREW 0 6"
0.C. (TOP & BOT.) W/ 3/4" X 1/8"
POLYCARBONATE WASHER
2" X 2 3/4" X 1/8" ALUMINUM
INSET MOUNT BAR (HEAD & SILL)
SEE SHEET A7
POLYCARBONATE PANEL
SEE SHEET AS
SCALE: HALF SIZE
POLYCARBONATE PANEL
SEE SHEET AS
5/16" X 1 1/2" SS LAG SCREW 0 6"
0.C. (TOP & BOT.) W/ 3/4" X 1/8"
POLYCARBONATE WASHER
2" X 2 3/4 X 1/8" ALUMINUM
INSET MOUNT BAR (HEAD & SILL)
SEE SHEET A7
0
0
O
O
O
(si
0
0
0
1/4" X 20 X 3/4" PRESS
STUDS 0 6" 0.C. W/ 3/4" X
1/8" POLYCARBONATE WASHER
& 1/4" WING NUT
SCALE: HALF SIZE
1 3
\A3A
C
3.000
PRESS STUDS W// TRSS1 HEAD
POLYCARBONATE WAS HERS AND
1/4" NUTS
.62 1.760 C
NOTES:
1, PANEL LENGTHS TO BE DETERMINED BY
OPENING HEIGHT AND WIDTH REQUIREMENTS
2. PANEL MAItRIAL• EXTRUDED POLYCARBONATE
PANEL THICKNESS: .093 SEE SHT AS
CLI INC
4900 DYER BLVD. RIVIERIA BEACH, FLORIDA (407) 840 -8683
INSET MOUNT JAMB DETAIL
r
MtttlCJUlt P*OTtCT1011
"86rOlr.n tare
POLYCARBONATE //4 PANEL SEE SHEET AS
STUDS
X 0 6 O. C. W / X
1 /8" POLYCARBONATE WASHER
& I/4' WINO NUT
1 1/4' X 1 1/4 X 1/5 GAIN. SIttL
MUWON BAR 0 33" O.C. (MAX.) SEE
SHEET Al FOR LOCATION & SHEET A7
FOR' DETAILS
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
CAT uG z`f 192i-
BY
SCALE: HALF SIZE
PR 1 UCT CONTROL DIYIS:O4
BUILDING COLE A A�NCE 01110E
ACCEPTANCE N0.79 OS3407_
Dtt.: 6-- 1:3-04
Qn=a: 3.0.T.
7 .once .,v 'eves*
1
Job No.
i
Dtu ( No.
A3A
Jsa i iop
'ate Reg# 45408
00 Dyer R', ,
✓ier3 fs
%3407
_840-
sus,
1 - lilill I IIIIIIIIIIIIII IlllilI=
2 INSET FRAME HEAD DETAIL
A3
1
MIN)
0 •
�I
•
3.000
MIN MU
1.250
MIN)
PROJECT:
INSET FRAME SILL DETAIL
INSET MOUFT CONCRETE MASONRY DETAILS
O
O
Ile MACHINE E SCREW ANC MA58
1/4" X 20 x 2" SS TRUSS HEAD MACH. SCREW
0 G" O.C. (TOP & BOT.) W/ 3/4" X 1/13
POLYCARBONATE WASHER
1/4" X 20 X 3/4" PRESS
STUDS 0 6 O.C. W/ 3/4" X
1 /8" POLYCARBONATE WASHER
do 1/4" WING NUT
2" X 2 3/4" x 1/8" ALUMINUM MOUNT
BAR 0 SILL AND HEAD SEE
SHEET Al FOR LOCATION do SHEET A7
FOR DETAILS
O
O
n
X 20 PART # 25C —AMSB
MACHINE SCREW ANCHOR
J
0
0
O
ri
MA CH 14" X 20 X r SS TREAD
/SCREWS EA. SIDE W/ U 3 /4 X 1
POLYCARBONATE WASHERS
M 2
M SCREW ANCHOR —AMSB
POLYCARBONATE PANEL
SEE SHEET A5
SCALE: HALF SIZE
2" X 4" X 1/8" ALUMINUM
MOUNTING BAR (HEAD AND
SILL ONLY) SEE SHEET A7
FOR DETAILS
POLYCARBONATE PANEL
SEE SHEET A5
2" X 2 3/4" X 1/8" ALUMINUM MOUNT
BAR ® SILL AND HEAD SEE
SHEET Al FOR LOCATION et SHEET A7
FOR DETAILS
1/4" X 20 X 3/4" PRESS
STUDS 0 6" 0.C. W/ 3/4" x
1/8" POLYCARBONATE WASHER
do 1/4" WING NUT
SCALE: HALF SIZE
8"
1/4" X 20 x 2" SS TRUSS HEAD MACH. SCREW
0 6 O.C. (TOP do BOT.) w/ 3/4" X 1/8"
POLYCARBONATE WASHER
4.820
s i
I
111 IIIINNIIIIIIII 1 11 111 IIIIIII, I I uii! 1!!
3. 000
NOTES:
CLKARS IIh:LD INC.
4900 DYER BLVD. RIVIERIA BEACH. FLORIDA (407) 840 -8683
P ATE PANEL SEE SHEET A5
STUDSX0 20 0 C. W/ 3/4 X
1/8r POLYCARBONATE WASHER
& 1/4" WSNG NUT '
1 1 /4" X 1 1 /4" X 1 /8" 0AI.V. STEEL_
MULLION BAR O 33" O.C. (MAX.) SEE
SHEET Al FOR LOCATION At SHEET A7
FOR DETALS
O
O
O
n
3� INSET FRAME JAMB DETAIL
A3�
1. PANEL LENGTHS TO BE DETERMINED BY
OPENING HEIGHT AND WIDTH REQUIREMENTS
2. PANEL MATERIAL: EXTRUDED POLYCARBONATE
PANEL THICKNESS: .093 SEE SHT AS
3. MIN. ANCHOR EMBEDMENT TO BE 1 1/4"
EXCLUDING FINISH MATERIAL
SCALE HALF S' Z E
Mt NO.: £3
Nide 5-23
Drown: J.O.T.
>
1-•7 -w »+o ••uw
l
APPROVED AS COMPLYING WITH THE
BOUT}f FLORIDA BUILDING CCOE
DAL
BY
PR ODUCT CONTROL DIVIS!O.':
BUILDING CODE COMP LANCE OfF :CE
ACCEPTANCE NO 9 676 J• 7s-
Job No.
DrIrVilif No.
A-3
L,sa i ropepe,
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
407 - 840 -868
PROJECT
A
hll
PROJECTED FRAME HEAD DETAIL
=L
PROJECTED MINT WOO
0
- 3.011
3.01 1
Nil
FRAME DETMLS
5/16" X 1 1 /2" SS LAG SCREW 6'
O.C. (TOP Sc BOT.) w/ 3/4" x 1/8"
POLYCARBONATE WASHER
ZEE BAR SEE SHEET 46
0
0
0
O
O
0
n
(2) 1/4" X 20 X
PRESS STUDS N/
POLYCAR801JATE
1/4" NUTS
ZEE BAR
SEE SHEET A6
5/16' x 1 1/2" 55 LAG SCREW a
ID 12" O.C. (SIDES) w/ 3/4" x
POLYCARBONATE WASHER
� — 1/4" x 20 X 3/4" PRESS
STUDS 'ID 6" O.C. w/ 3/4" <
1/8" POLYCARBONATE WASHER
& 1/4" WING NUT
SCALE: HALF SIZE
SCALE, HALF SIZE
POLYCARBONATE PANEL
SEE SHEET 45
ZEE BAR SEE SHEET A6
POLYCARBONATE PANEL
SEE SHEET 45
1 /4" x 20 '< 3/ =P ES_
STUDS C" D C. N/ :/4
/8" POLYCARBONATE , vcSl -E°
& 1/4" NING Nut
5/16" 'x 2 SS LAG SCREri
o, C. (TOP & EOT 1 'N/ 3/4" • •
2 OLrCAR80NATE WASHER
3/4
3/4 X
SHERS
1/8'
_5
3.000
NOTES:
t l H
T 1 1 1 f i I l I- �1T
4900 DYER BLVD RIVlERIA BEACH FLORIDA (407) '340 -9683
PROJECTED FRAME JAMB DETAIL
PANEL LENGTHS TO BE DETERMINED BY
OPENING HEIGHT AND w10TH REOUIREMENTS
2. PANEL MATERIAL: EXTRUDED POLYCARBONATE
PANEL THICKNESS. 093 SEE SHT A5
3, COMPOSITE PANELS SHALL LAP OPENINGS A
MINIMUM OF 3 ON ALL 4 SIDES
c1 Shield"
N1111CAM1 PIO11Cf1O$
¶J1e Taj..•o, a (Y•I
POLYCARBONATE PANEL SEE SHEET A5
I/4" X 20 X 3/4' PRESS
STUDS 0 6" O.C. W/ 3/4" X
1/8" POLYCARBONATE WASHER
& 1/4" WING NUT
1 1/4" X 1 1 /4" X 1 /8" CALV. STEEL
MULLION BAR 0 33" O.C. (MAX.) SEE
SHEET Al FOR LOCATION & SHEET A7
FOR DETAILS
SCALE: HALF SIZE
APPFOVED AS COMPLYING 'MTH THE
SOUTH FLORIDA BUILDING CC :'E
DATF ' ;GV 45 19 ? "---
BY 7 l .Pi C
PRODUCT CONTROL OIv;S;ON
BUILDING CODE CCYPLIAN,E MFT;;F
ACCEPTANCE N0,
Date 5 -23 -
Dre•n JOT
Reneed
7 -07 -94 .c.-no ,. a,..
7 -IZ -C4 • .' D ri r=
:ob. No
7ie.,n
A 'D 1
Lisa 1 rupepe, - ,
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
407 - 840 -8683
PROJECT:
PROJECTED
PROJECTED FRAME HEAD DETAIL
PROJECTED MOUNT CONCRETE MASONRY DETAILS
3.011
1/4" X 20 PART # 25C —AMSB
I.CHINE SCREW ANCHOR
1/4" X 20 x 2" SS TRUSS HEAD MACH. SCREW
0 6" O.C. (TOP ec BOT.) W/ 3/4' X 1/8"
POLYCARBONATE WASHER
ZEE BAR SEE $H EFT A6
0 5.93 3.000
w
0
1/4" X 20 X 3/4" PRESS
STUDS 0 5 O.C. W/ 3/4" X
1/8 POLYCARBONATE WASHER
& 1/4" WING NUT
SCALE: HALF SIZE
ZEE BAR
0
O
1/4" X 20 X 2" SS TRUSS HEAD
MACH. SCREW 0 12' O.C. (SIDES)
w/ 3/4" X 1 /a• POLYCARBONATE
WASHER
POLYCARBONATE PANEL
SEE SHEET A5
1/4" ANCHOR
SEE SHEET A6
0
O
O
POLYCARBONATE PANEL
SEE SHEET A5
1/4" X 20 x 2" SS TRUSS HEAD MACH. SCREW
0 6" 0.C. (TOP ec BOT.) W/ 3/4" X 1/9"
POLYCARBONATE WASHER
1 1 ' 1 4 X 20 PA p 2SB
(MIN) MACHINE SCREW RT AN CHOR 5C —AM
FRAME SILL DETAIL
SCALE: HALF SIZE
1.500
3.000
(2) 1/4" X 20 X 3/4
STUDS W/ 3/4" >1 1/
POLYCARBONATE WASH
1/4" NUTS
ZEE BAR
SEE SHEET A6
1/4' X 20 X 3/4' PRESS
STUDS 0 6" 0.C. W/ 3/4" X
1/8" POLYCARDONATE WASHER
& 1/4" WING NUT
3�
A2
CLHARSHIFA LI), INC.
4900 DYER BLVD. RIVIERIA BEACH, FLORIDA (407) 340-3683
POLYCARBONATE PANEL SEE SHEET AS
1/4" X 20 X 3/4" PRESS
STUDS 0 6" O.C. W/ 3/4" X
1/8" POLYCARBONAIE WASHER
& 1/4" WING NUT
1 1/4" X 1 1/4" X 1/Er GAO/. S1
MULLION BAR O 33' O.C. (MAX.) SEE
SHEET Al FOR LOCATION & SHEET A7
FOR DETAILS
PROJECTED FRAME JAMB DETAIL
SCALE:
NOTES:
1. PANEL LENGTHS TO BE DETERMINED BY
OPENING HEIGHT AND WIDTH REQUIREMENTS
2. PANEL MATERIAL' EXTRUDED POLYCARBONATE
PANEL THICKNESS: .093 SEE SHT AS
3. COMPOSITE PANELS SHALL LAP OPENINGS A
MINIMUM OF 3" ON ALL 4 SIDES
4. MIN. ANCHOR EMBEDMENT TO BE 1 1/4"
EXCLUDING FINISH MATERIAL
CI.EARShleld
M ttt,c *I FtO1lC110M
A■PFROYE9 M COUFt :ING WITH hE
SOWN FtCRIDA EUiLO G CODE
DAT -7276" 2-5 9
//.
BY
PR D UCT CONTROL CIY:S:GN
BUILDING CC;)f / w.71;A OS3E
ACCEPTANCE N0.
Dalc S -23 -94
Drawn: J.O.T.
7 -ar -94
7 -1E -94 mesa. nw.o+
i
Job No.
Iha.icj No.
A- 2
Lisa i ropepe, r.�.
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
407 -840 -8683
T T n ,
', A2A
A2.
SCALE
ZEE BAR MOUNTING
FRAME SEE SHT A6
POLYCARBONATE
PANELS SEE SHT A5
ULLION BAR
EE SHT A7
PR0.JECT.
WOOD FRAME ELEVATIONS
� E NT
1 l
SET 1.40U t'•4
YP HEAD
.E SHT A7
LYCARBON
NELS SE
LLION BAR
E SHT A7
19OU DYER BLVD �IV'IEz L'. BEACH cLCRID:A I40�) ;310 -6663
F VOUNT
l� E i - T I C N SCALE: I'• • ,�..
I N �_ I
CLEARShield
NtttICANI PtO1ICtION
'if L Q14we■C .
APPROVED AS CGMPtYING ',5`ITH THE
SOUTH FLORIDA BU'LDi`:G CO :E
OAT •Tc_ — �S
BY
DUCT CONTrPOL
BUIt DING CODE Lit.NuE
ACCEPTANCE NO. - 7_s3/. as"
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Lisa i ropepe, r.�.
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
407 -840 -8683
T T n ,
', A2A
A2.
SCALE
ZEE BAR MOUNTING
FRAME SEE SHT A6
POLYCARBONATE
PANELS SEE SHT A5
ULLION BAR
EE SHT A7
PR0.JECT.
WOOD FRAME ELEVATIONS
� E NT
1 l
SET 1.40U t'•4
YP HEAD
.E SHT A7
LYCARBON
NELS SE
LLION BAR
E SHT A7
19OU DYER BLVD �IV'IEz L'. BEACH cLCRID:A I40�) ;310 -6663
F VOUNT
l� E i - T I C N SCALE: I'• • ,�..
I N �_ I
CLEARShield
NtttICANI PtO1ICtION
'if L Q14we■C .
APPROVED AS CGMPtYING ',5`ITH THE
SOUTH FLORIDA BU'LDi`:G CO :E
OAT •Tc_ — �S
BY
DUCT CONTrPOL
BUIt DING CODE Lit.NuE
ACCEPTANCE NO. - 7_s3/. as"
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Lisa i ropepe, r.�.
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
407 -840 -8683
T T n ,
', A2A
A2.
SCALE
ZEE BAR MOUNTING
FRAME SEE SHT A6
POLYCARBONATE
PANELS SEE SHT A5
ULLION BAR
EE SHT A7
PR0.JECT.
WOOD FRAME ELEVATIONS
� E NT
1 l
SET 1.40U t'•4
YP HEAD
.E SHT A7
LYCARBON
NELS SE
LLION BAR
E SHT A7
19OU DYER BLVD �IV'IEz L'. BEACH cLCRID:A I40�) ;310 -6663
F VOUNT
l� E i - T I C N SCALE: I'• • ,�..
I N �_ I
CLEARShield
NtttICANI PtO1ICtION
'if L Q14we■C .
APPROVED AS CGMPtYING ',5`ITH THE
SOUTH FLORIDA BU'LDi`:G CO :E
OAT •Tc_ — �S
BY
DUCT CONTrPOL
BUIt DING CODE Lit.NuE
ACCEPTANCE NO. - 7_s3/. as"
C 5 -L3 -vs
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r FRAME
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Lisa i ropepe, r.�.
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
407 -840 -8683
T T n ,
', A2A
A2.
SCALE
ZEE BAR MOUNTING
FRAME SEE SHT A6
POLYCARBONATE
PANELS SEE SHT A5
ULLION BAR
EE SHT A7
PR0.JECT.
WOOD FRAME ELEVATIONS
� E NT
1 l
SET 1.40U t'•4
YP HEAD
.E SHT A7
LYCARBON
NELS SE
LLION BAR
E SHT A7
19OU DYER BLVD �IV'IEz L'. BEACH cLCRID:A I40�) ;310 -6663
F VOUNT
l� E i - T I C N SCALE: I'• • ,�..
I N �_ I
CLEARShield
NtttICANI PtO1ICtION
'if L Q14we■C .
APPROVED AS CGMPtYING ',5`ITH THE
SOUTH FLORIDA BU'LDi`:G CO :E
OAT •Tc_ — �S
BY
DUCT CONTrPOL
BUIt DING CODE Lit.NuE
ACCEPTANCE NO. - 7_s3/. as"
C 5 -L3 -vs
Dre.e : 0 T
P.b"ISed
Lisa i ropepe,
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
407 - 840 -8683
•
PROJECT
� � I
0
0
n
MASON 'ELEVATIONS
ZEE BAR MOUNTING
FRAME SEE SHT A
POLYCARBONATE
PANELS SEE SHT
MULLION BAR
SEE SHT A7
M NT
L . - 1 - 1 SCALE
INSET MOUN
(TYP HEAD
SEE SHT A7
0LYCARBON
ANELS SE
ULUON BAR
EE SHT A7
4900 DYER BLVD RI's IERIA BEAcii FLORIDA
1 N
4071 34 u- +1ti83
r MOUNT
E L-E\% / TI ON :CALF -
CLEARShield"
MVI1ICANi PtOTIC11OM
1, 1' :u 4- rw -4ae
AFFROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT • � Z� 19"r
BY efeee/MeW
PROC F CONTROL DIVIS ON
BUILDING COCE CO's U ANCE OFFICE
ACCEPTANCE NO 9-QS -3'/ 5 -
Date. S -23 -94
Drava :AS
P..v sed
-07 -94 ,......
:ob No
Drann.t '
37.000
f FRAME
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MOM
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20.000
M •
Lisa i ropepe,
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
407 - 840 -8683
•
PROJECT
� � I
0
0
n
MASON 'ELEVATIONS
ZEE BAR MOUNTING
FRAME SEE SHT A
POLYCARBONATE
PANELS SEE SHT
MULLION BAR
SEE SHT A7
M NT
L . - 1 - 1 SCALE
INSET MOUN
(TYP HEAD
SEE SHT A7
0LYCARBON
ANELS SE
ULUON BAR
EE SHT A7
4900 DYER BLVD RI's IERIA BEAcii FLORIDA
1 N
4071 34 u- +1ti83
r MOUNT
E L-E\% / TI ON :CALF -
CLEARShield"
MVI1ICANi PtOTIC11OM
1, 1' :u 4- rw -4ae
AFFROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT • � Z� 19"r
BY efeee/MeW
PROC F CONTROL DIVIS ON
BUILDING COCE CO's U ANCE OFFICE
ACCEPTANCE NO 9-QS -3'/ 5 -
Date. S -23 -94
Drava :AS
P..v sed
-07 -94 ,......
:ob No
Drann.t '
37.000
f FRAME
.ND SILL)
I
I
I
000 < <
AT
SHT AS
111
MIN
...r
000 OZ
\ �F
.,,nli .
3
NMI
NI
EMI
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000 CC
OMB AMMO
MOW
.
J `
20.000
M •
L _' Y
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000 Z1
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Lisa i ropepe,
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
407 - 840 -8683
•
PROJECT
� � I
0
0
n
MASON 'ELEVATIONS
ZEE BAR MOUNTING
FRAME SEE SHT A
POLYCARBONATE
PANELS SEE SHT
MULLION BAR
SEE SHT A7
M NT
L . - 1 - 1 SCALE
INSET MOUN
(TYP HEAD
SEE SHT A7
0LYCARBON
ANELS SE
ULUON BAR
EE SHT A7
4900 DYER BLVD RI's IERIA BEAcii FLORIDA
1 N
4071 34 u- +1ti83
r MOUNT
E L-E\% / TI ON :CALF -
CLEARShield"
MVI1ICANi PtOTIC11OM
1, 1' :u 4- rw -4ae
AFFROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT • � Z� 19"r
BY efeee/MeW
PROC F CONTROL DIVIS ON
BUILDING COCE CO's U ANCE OFFICE
ACCEPTANCE NO 9-QS -3'/ 5 -
Date. S -23 -94
Drava :AS
P..v sed
-07 -94 ,......
:ob No
Drann.t '
Lisa i ropepe, r.t.,
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
4 07 - 840 -8683
PROJECT
r—
S
= L_ =VATI 0
CD U
LL 0
o 2z o0
_
w O� °>
CC 01-. '-' ao
J
!Y
HW�H 0-3' o 010' a Q (J. J_ -
LL. 1 C U o
c
D QOw L.,1--
<E° _> 4o
2 , J o U
N SC 4 LE: FULL SIZE
CLF;A, SHIELD, IN C' .
4900 DYER BLVD RIVIERIA BEACH, FLORIDA (407) B40 -s36O3
v
WAR\\
MULLION BAR MUST BE INSTALLED
IN VERTICAL SPAN GREATER THAN
33" IN ORDER FOR THE SHUTTER
TO PERFORM IN THE APPROVED
MANNER.
LiGov ia
WARNING LABEL
NOTE: •
PERMANENT ADHESIVE LABELS TO
BE AFFIXED TO INSIDE SURFACE
OF EACH PANEL
MANUFACTURED BY
CLEARSHIELD MFG.
CORPORATION
'RIVIERA BEACH, FL.
DADE COUNTY PRODUCT
CONTROL APPROVED
ANUFACTURE'S LABEL
CLEARShield'
NtttICANt t1OTICTION
"illo c04ft o • Om?
.,- .
APPROYtD AS COLA ?LYING WITH Tilt
EOM FLORIDA BUILDING COPE
DAT v
BY
PR
BUILDING CODE
ACC[ ?TANCE NU.
rn
UCT CONTROL 01V1S :ON
0 vtiANCE Qi11t[
-as
Cate: 7 -07 -94
Crown: 1.0 T
Rensta•
7 -12-94 sti•n n>+e
4
Job No.
1
7re'nnt
C.
Lisa i ropepe,
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
407 - 840 -8683
PROJECT:
P� MOUNT
E_= /A.TICN SCALE:
DESI314 PRESSURE RATING: + 85 PSF. - 85 PSF
EN SCHEDUL
25 - /4 - x 20 PART / 25C -AMSB
MACHINE SCREW ANCHOR
.6 - /4" x 'ARIES MACHINE SCREWS
PpOvIDE t 1/4" MINIMUM EMBECMENTI
29 - 74' < 20 x 3/4 PRESS STUDS
29 - • /4' DING DIE CAST WING NUTS
■40TE: ALTERNATE FASTENER IN LIEU OF
.PESS DS /4" X x "
_0.'G MACHSTUINE -- SCREW 1 INTO 20 THREA
- '.N t.I UL. UON BARS
cov
I ] \ L L i
INSET MOUNT
ELEVATION
SCALE: t = t•
DESIGN PRESSURE RATING: + 85 PSF, - 85 PSF
FASTENER SCHEDULE
16 - 1/4' x 20 PART # 25C -AMSB
MACHINE SCREW ANCHOR
16 - 1 /4" x VARIES MACHINE SCREWS
(PROVIDE 1 1/4 MINIMUM EMBEDMENT)
24 - I/4" x 20 x 3/4' PRESS STUDS
24 - 1/4 ZINC DIE CAST WING NUTS
NOTE:
ALTERNATE FASTENER IN UEU OF
PRESS STUDS 1/4' x 20 < 1"
LONG MACHINE SCREW INTO '' HREADED
HOLES TN MULLION BARS
x
4
1
0
8
0
0
C' L R S HI I E I, . I N C' .
4900 DYER BLVD RIYIERIA BEACH, FLORIDA (407) 840 -8683
FLUSH MOUNT
ELEVATION
SCALE: 1' = 1' -Cr
DESIGN PRESSURE RATING. 4 - 85 PSF, - 85 PSF
FASTENER SCHEDULE
32 - t / x 20 PART N 25C -AMSB
MACHINE SCREW ANCHOR
1 - 1/4" x 'ARIES MACHINE SCREWS
(PROVIDE I 1 /4" MINIMUM EMBEDMENT)
24 - 1/4" x 20 x 3/4 PRESS STUDS
24 - 1 /4'• :INC DIE CAST W1NG NUTS
NOTE ALTERNATE FASTENER IN UEU CF
PRESS STUDS - 1/4" x 2 0 a 1'
LONG MACHINE SCREW INTO THREADED
HOLES IN MULLION BARS
CLEAR$hiekf'
MIIttICAM/ ttOT[CTION
¶i t Cf1
Dace. 7 - 07 - 94
Dra•a: 1 0 T.
R•.veA:
7-12 -94 - . - .. ° cv .>.. er.
APPROVED AS COMFLIING 'IV TH TIE
SD;iTH FLCR1DA BUILDING CODE
DAT � �S 19
BY
Pf. UCT CONTROL DIVISION
BUILDING CODE MMPUANCE OFFICE
ACCLPTAt10E ND 7¢' 05 -1 Q
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Lisa i ropepe,
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
407 - 840 -8683
PROJECT:
P� MOUNT
E_= /A.TICN SCALE:
DESI314 PRESSURE RATING: + 85 PSF. - 85 PSF
EN SCHEDUL
25 - /4 - x 20 PART / 25C -AMSB
MACHINE SCREW ANCHOR
.6 - /4" x 'ARIES MACHINE SCREWS
PpOvIDE t 1/4" MINIMUM EMBECMENTI
29 - 74' < 20 x 3/4 PRESS STUDS
29 - • /4' DING DIE CAST WING NUTS
■40TE: ALTERNATE FASTENER IN LIEU OF
.PESS DS /4" X x "
_0.'G MACHSTUINE -- SCREW 1 INTO 20 THREA
- '.N t.I UL. UON BARS
cov
I ] \ L L i
INSET MOUNT
ELEVATION
SCALE: t = t•
DESIGN PRESSURE RATING: + 85 PSF, - 85 PSF
FASTENER SCHEDULE
16 - 1/4' x 20 PART # 25C -AMSB
MACHINE SCREW ANCHOR
16 - 1 /4" x VARIES MACHINE SCREWS
(PROVIDE 1 1/4 MINIMUM EMBEDMENT)
24 - I/4" x 20 x 3/4' PRESS STUDS
24 - 1/4 ZINC DIE CAST WING NUTS
NOTE:
ALTERNATE FASTENER IN UEU OF
PRESS STUDS 1/4' x 20 < 1"
LONG MACHINE SCREW INTO '' HREADED
HOLES TN MULLION BARS
x
4
1
0
8
0
0
C' L R S HI I E I, . I N C' .
4900 DYER BLVD RIYIERIA BEACH, FLORIDA (407) 840 -8683
FLUSH MOUNT
ELEVATION
SCALE: 1' = 1' -Cr
DESIGN PRESSURE RATING. 4 - 85 PSF, - 85 PSF
FASTENER SCHEDULE
32 - t / x 20 PART N 25C -AMSB
MACHINE SCREW ANCHOR
1 - 1/4" x 'ARIES MACHINE SCREWS
(PROVIDE I 1 /4" MINIMUM EMBEDMENT)
24 - 1/4" x 20 x 3/4 PRESS STUDS
24 - 1 /4'• :INC DIE CAST W1NG NUTS
NOTE ALTERNATE FASTENER IN UEU CF
PRESS STUDS - 1/4" x 2 0 a 1'
LONG MACHINE SCREW INTO THREADED
HOLES IN MULLION BARS
CLEAR$hiekf'
MIIttICAM/ ttOT[CTION
¶i t Cf1
Dace. 7 - 07 - 94
Dra•a: 1 0 T.
R•.veA:
7-12 -94 - . - .. ° cv .>.. er.
APPROVED AS COMFLIING 'IV TH TIE
SD;iTH FLCR1DA BUILDING CODE
DAT � �S 19
BY
Pf. UCT CONTROL DIVISION
BUILDING CODE MMPUANCE OFFICE
ACCLPTAt10E ND 7¢' 05 -1 Q
1
lob No.
Dre.wt No
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( -
00.000 (MAX)
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Lisa i ropepe,
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
407 - 840 -8683
PROJECT:
P� MOUNT
E_= /A.TICN SCALE:
DESI314 PRESSURE RATING: + 85 PSF. - 85 PSF
EN SCHEDUL
25 - /4 - x 20 PART / 25C -AMSB
MACHINE SCREW ANCHOR
.6 - /4" x 'ARIES MACHINE SCREWS
PpOvIDE t 1/4" MINIMUM EMBECMENTI
29 - 74' < 20 x 3/4 PRESS STUDS
29 - • /4' DING DIE CAST WING NUTS
■40TE: ALTERNATE FASTENER IN LIEU OF
.PESS DS /4" X x "
_0.'G MACHSTUINE -- SCREW 1 INTO 20 THREA
- '.N t.I UL. UON BARS
cov
I ] \ L L i
INSET MOUNT
ELEVATION
SCALE: t = t•
DESIGN PRESSURE RATING: + 85 PSF, - 85 PSF
FASTENER SCHEDULE
16 - 1/4' x 20 PART # 25C -AMSB
MACHINE SCREW ANCHOR
16 - 1 /4" x VARIES MACHINE SCREWS
(PROVIDE 1 1/4 MINIMUM EMBEDMENT)
24 - I/4" x 20 x 3/4' PRESS STUDS
24 - 1/4 ZINC DIE CAST WING NUTS
NOTE:
ALTERNATE FASTENER IN UEU OF
PRESS STUDS 1/4' x 20 < 1"
LONG MACHINE SCREW INTO '' HREADED
HOLES TN MULLION BARS
x
4
1
0
8
0
0
C' L R S HI I E I, . I N C' .
4900 DYER BLVD RIYIERIA BEACH, FLORIDA (407) 840 -8683
FLUSH MOUNT
ELEVATION
SCALE: 1' = 1' -Cr
DESIGN PRESSURE RATING. 4 - 85 PSF, - 85 PSF
FASTENER SCHEDULE
32 - t / x 20 PART N 25C -AMSB
MACHINE SCREW ANCHOR
1 - 1/4" x 'ARIES MACHINE SCREWS
(PROVIDE I 1 /4" MINIMUM EMBEDMENT)
24 - 1/4" x 20 x 3/4 PRESS STUDS
24 - 1 /4'• :INC DIE CAST W1NG NUTS
NOTE ALTERNATE FASTENER IN UEU CF
PRESS STUDS - 1/4" x 2 0 a 1'
LONG MACHINE SCREW INTO THREADED
HOLES IN MULLION BARS
CLEAR$hiekf'
MIIttICAM/ ttOT[CTION
¶i t Cf1
Dace. 7 - 07 - 94
Dra•a: 1 0 T.
R•.veA:
7-12 -94 - . - .. ° cv .>.. er.
APPROVED AS COMFLIING 'IV TH TIE
SD;iTH FLCR1DA BUILDING CODE
DAT � �S 19
BY
Pf. UCT CONTROL DIVISION
BUILDING CODE MMPUANCE OFFICE
ACCLPTAt10E ND 7¢' 05 -1 Q
1
lob No.
Dre.wt No
-' - 1
( -
00.000 (MAX)
37 000
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Lisa i ropepe,
State Reg# 45408
4900 Dyer Blvd
Riviera Beach, FL 33407
407 - 840 -8683
PROJECT:
P� MOUNT
E_= /A.TICN SCALE:
DESI314 PRESSURE RATING: + 85 PSF. - 85 PSF
EN SCHEDUL
25 - /4 - x 20 PART / 25C -AMSB
MACHINE SCREW ANCHOR
.6 - /4" x 'ARIES MACHINE SCREWS
PpOvIDE t 1/4" MINIMUM EMBECMENTI
29 - 74' < 20 x 3/4 PRESS STUDS
29 - • /4' DING DIE CAST WING NUTS
■40TE: ALTERNATE FASTENER IN LIEU OF
.PESS DS /4" X x "
_0.'G MACHSTUINE -- SCREW 1 INTO 20 THREA
- '.N t.I UL. UON BARS
cov
I ] \ L L i
INSET MOUNT
ELEVATION
SCALE: t = t•
DESIGN PRESSURE RATING: + 85 PSF, - 85 PSF
FASTENER SCHEDULE
16 - 1/4' x 20 PART # 25C -AMSB
MACHINE SCREW ANCHOR
16 - 1 /4" x VARIES MACHINE SCREWS
(PROVIDE 1 1/4 MINIMUM EMBEDMENT)
24 - I/4" x 20 x 3/4' PRESS STUDS
24 - 1/4 ZINC DIE CAST WING NUTS
NOTE:
ALTERNATE FASTENER IN UEU OF
PRESS STUDS 1/4' x 20 < 1"
LONG MACHINE SCREW INTO '' HREADED
HOLES TN MULLION BARS
x
4
1
0
8
0
0
C' L R S HI I E I, . I N C' .
4900 DYER BLVD RIYIERIA BEACH, FLORIDA (407) 840 -8683
FLUSH MOUNT
ELEVATION
SCALE: 1' = 1' -Cr
DESIGN PRESSURE RATING. 4 - 85 PSF, - 85 PSF
FASTENER SCHEDULE
32 - t / x 20 PART N 25C -AMSB
MACHINE SCREW ANCHOR
1 - 1/4" x 'ARIES MACHINE SCREWS
(PROVIDE I 1 /4" MINIMUM EMBEDMENT)
24 - 1/4" x 20 x 3/4 PRESS STUDS
24 - 1 /4'• :INC DIE CAST W1NG NUTS
NOTE ALTERNATE FASTENER IN UEU CF
PRESS STUDS - 1/4" x 2 0 a 1'
LONG MACHINE SCREW INTO THREADED
HOLES IN MULLION BARS
CLEAR$hiekf'
MIIttICAM/ ttOT[CTION
¶i t Cf1
Dace. 7 - 07 - 94
Dra•a: 1 0 T.
R•.veA:
7-12 -94 - . - .. ° cv .>.. er.
APPROVED AS COMFLIING 'IV TH TIE
SD;iTH FLCR1DA BUILDING CODE
DAT � �S 19
BY
Pf. UCT CONTROL DIVISION
BUILDING CODE MMPUANCE OFFICE
ACCLPTAt10E ND 7¢' 05 -1 Q
1
lob No.
Dre.wt No
-' - 1
( -
00.000 (MAX)
t
Id
4- 3
11-
fe 1 e e 1 1 4 t.
0
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eftivt, ii
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