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Product Approval
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Regulation
Product Aoorovai Menu>Product or Application Search>Application List>Application Detail
m FL# FL13434-R4
Application Type Revision
Code Version 2014
Application Status Approved
;, Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft.Lauderdale,FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engexp.com
Technical Representative Thomas B.Johnston
Address/Phone/Email 400 west McNab Rd.
Ft.Lauderdale,FL 33309
(954)970-9999
tomj@tc-alum.com
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Bahama
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By ORLANDO L.BLANCO,P.E.
C;r Validation Checklist-Hardcopy Received
Certificate of Independence F1-6434 R4 COI Tndeo odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2006
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13434 R4 Eauiv Eouiv.odf
http://www.floridabuilding.org/pr/,nr_app_dtl.aspx?param=wGEVXQwtDquQVxydMPwX... 7/15/2016
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/21/2015
Date Validated 04/22/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
13434.1 Fullview Bahama Shutter Impact Bahama Shutter Approved for Use Within&Outside
the HVHZ
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13434 R4 11 Dwo.od
Approved for use outside HVHZ:Yes Verified By: Frank L.Bernardo,P.E.0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+78/-95 Evaluation Reports
Other:Refer to product approval drawing for limitations. FL13434 R4 6_E Eval-od
, Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone 850}$7-1824
The State of Florida is an AAJEEO employer.Copyright 2007-2013 State of Florida.::Privacy statement:;Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emalls provided may be used for officiai communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click bS_r4L.
Product Approval Accepts:
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F ARDO,P.E.
EXISTING HOST EXISTING HOST EXISTING HOST' ff.411A*
SEE ANCHOR NOTE I ON Ty MIN SEE ANCHOR NOTE 1 ON SHEET 5 SHEET
EE ANCHOR NOTE 1 ON
R MIN STACTURE(TYP STRCIURE(TYP MIN
Ot
M
STRCTURE(Typ SHEET 5 SHEET 5
TOP&BOTTOM) EMBED. TOP&BOTTOM) EMBED. X41 TOF&BOTTOM)- E a y4`
LO RED DU G
FOR INSTALLATION WITH NOTE:SHUTTER MUST BE LOWERED
A HURRICANE WARNING.SHUTTER IS P1 W
MIN VERTICALANGLF( 12) MIN DESIGNED TO REMAIN IN THE OPEN 47 s
MIN
EDGE 7 FOR INSTALLATION WITH EDGE 7 INSERT PIN(#18) EDGE POSITION DURING A HURRICANE.
DIST, VERTICAL ANGLE(#12) DIST. VERTICALLY THROUGH DIST. I
6 INSERT PIN(#18) 6 ANGLE(*12)&THROUGH
GLAZING4 5 (ARM TO JAMB CONNECTION)
EXISTING VERTICALLY THROUGH ANGLE DOUBLE SIDE WALL OF SILL
-/
(*12)&THROUGH DOUBLE (#S).PIN(#18)MAY BE Al 4 5
SIDE WALL OF SILL(*8).PIN LOCATED ON THE INTERIOR
MIN GLASS MIN GLASS
(*18)MAY BE LOCATED ON OR EXTERIOR OF LOUVER u
BLADES(INTERIOR
;Z EXISTING >I
SEPARATION- THE INTERIOR OR EXTERIOR SEPARATION GLAZING < W
K OF LOUVER BLADES �� LOCATION SHOWN). Z 2 8 5 in w t;
OPTIONAL : 2"x2'x0.O90*
STALLATION
IN (INTERIOR LOCATION 0
CONT.ALUM
WITH 3/8'SLIDE SHOW
ALLOY BEAM, L rwL
PIN(#18) !:,5
THROUGHSIDE ALTERNATE 2'X4 8 8 1 4 SUPPORTING ARM,FOR
J
SNAP THROUGH EXISTING OR SOLID BAR LOCATIONS SEE ARM W
ti
AMB AND SIDE SLIDE PIN /-Go ID IU
ANGLE.- L=MON GLAZING-/ 4"x ANY ARRANGEMENT TABLE I "ok I
THICKNESS(Typ A <
Yleo TOP&BOTTOM) 8 315elo Y4-20 x iYe BOLT (SIDE ARM
8 ACCESS ACCESS MIN WITH NUT OR CONNECTION)
HOLE-�) HOLE-) N51 EMBED. WINGNUT my,20
RIV-N ITS rmn
MIN ?A (INTERIOR ARM
EMBED, EMBED. ONE PER CONNECTION)
5�
18 ONE PER 18
ANGLE ANGLE
SEE ANCHOR )EE ANCHOR NOTE 3 >
SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 2 ON ON SHEET 5
O NOTE 2 ON NOTE 2 ON NOTE 2 ON SHEET 5 LOCATE BRA( —W-0"MAX PROJECTION(P)
SHEET 5 SHEET 5 SHEET 5 MID-SPAN HEIGHT 01 OPENING
m553 R ti
TYPICAL CLOSED POSITION BUILD-OUT CLOSED POSITION 3c TYPICAL OPEN POSITION _
-00
N.T.S. VERTICAL SECTION N.T.S. VERTICAL SECTION N.T.S. VERTICAL SECTION
#14 WOOD SCREWS SPACED
1.1/2'MIN.THREAD NO MINIMUM SEPARATION
4"O.C.WITH 1-1/2'MIN. FROM GLASS REQUIRED FOR P
PENETRATION THREAD PENETRATION AND
EXISTING ARM ARRANGEMENT TABLE USE OUTSIDE THE HVHZ
IN K3
3/4'MIN.EDGE DISTANCE TO
MIN.2X WOOD G-0.55 MSN.WOOD. CONFIGURATION SIDEARMS INTERIOR ARMS EXCEPT IN ESSENTIAL
HOST STRUCTURE, FACILITIES.
ANCHORED TO 1/4-0 THRU- (I OR 2 PANELS) (1)EACH—E NONE
EXISTING RAFTERS BOLT W/NUT OR -PANEL).851 NONE
BY OTHERS WINGNUT (3 (1)EACH SIDE
(1)0 EACH FASTENED WITH 1/4'RIVNUT
(SIDE ARM (3-PANELOR (1)EACH SIDE
CONNECTION) GREATER)>85' INTERIOR MULLION JOINT AND BOLT.MAY BE LOCATED
AT REAR SHOW OR S5115 51
2'x4*x0.I25'6063-76 1 BOTTOM OF SHU WHEN
ALUMINUM ANGLE 1f4'0 THRU-BO Wt (INTERIOR ARM INTERIORARM LOCATED AT BOTTOM
BRACKET MAY BE OFFSET
Co
NUT OR WINGNUT, #10 x 2"HWH 410 HT.CONNECTION) ONLY REQUIRED FROM CENTERLINE OF
*14 SS SMS OR SOS OR 1/4-20 THUMB STAINLESS STEEL SCREW FOR SHUTTERS VERTICAL MULLION TO ::Y-
FASTENING SHUTTER HINGESCREW INTO XYLON COATING OR ANGLE IN CLOSED POSITION.>85" E ALLOW FOR'X BAR OR
MIN GLASS 7 TO ANGLE OR 1/4-20 SS NUT TENSION RING(*21) EQUIV.WITH W NYLON
SEPARATION m AND BOLT,SPACED 12-D.C. END CAP&SPACER $6 x W HWH 18-8 MIN.
6
MAX. 4"MIN 2 STAINLESS STEEL
EXISTING OVERLAP
GLAZING
45 _c 14 9
Q oil I
OPTIONAL MAX DESIGN PRESSURE-+/-50 PSF
INSTALLATION
WITH 3/8'SLIDE a 15-2342
PIN #8
2
THROUGH 111D SCAM
ALT. HEADER ATTACHMENT . -
JAMB AND SIDE SAB DlnsCuvrroN�
SNAP THROUGH N.T.S. VERTICAL SECTION f7
ANGLE*
ALTERNATE SILL HOST ATTACHMENT AS WASHER W/WO BOLT TYPICAL PLAN VIEW
-20 RIV-NUT
YV /4
SLIDE PIN PER DETAILS 3a OR 3b OF 2 N.T.S. HORIZONTAL SECTION
LOCATION THIS SHEET
ft"1104RAW,Pf-
S.
No.
0 Q�mBF�
z
V.
SAS SEE DETAILI 4- co Em
ol
-(2)Y,20 S.S.MACHINE
SCREWS INTO Y4-20�
RIV.NUTS OR(1)Y."
S.S.THRU-BOLT PER
UNSUPPORTED
PER S. 6;
UP T�;
VERTICAL MULLION VERTICAL MULLION ri
SEE DETAIL 1/4
MAX BEAM SPAN MAX BEAM SPAN
PER BEAM SCHEDULE
PER BEAM SCHEDULE
0_0
MID-SPAN BEAM AS RE UIRED 2 B0170M BEAM (QH!QNLL-L WALL BRACKET
N.T.S. EXTER.ELEVATION i o b
N.T.S. EXTERL ELEVATION r= <=)
ANCHORS.TYPES: 20
(1)Y,-S S THRU-BOLT PER TYPE A:Y,20 ALL POINT SOLID SET .2
UNSUPPORTED VERTICAL MULLION
ANCHORS:
IN CONCRETE(3.35KSI MIN)WITH
MIN EMBED.AND 3'MIN EDGE DIST.
IN HOLLOW CONCRETE BLOCK WITH
BEAM SCHEDULE: Y.MIN EMBED.AND 3"MIN EDGE
DIST.
I—A 50 PSF MAX) -TYPED:V,20 ELCO PANEUMATES
MEN GLASS WALLBkOCKEr NCHORTI(PES 14-95 PSF MAX) WALL S"CKEr A -/FEMALE)*
SEPARATION BE SPA BEAM SPAN HOLLOW WOOD (M UE
A -40 pr CNCBETE wo -IN CONCRETE(3.35KSI MIN)WITH
2 MIN) CONCRETE
BEAM PER BEAM BEAM Sl IrAll �"F (+/-50 PSF SO)PST (+1-95 PST CONCRETE H OLIGLCOKW (G-0.4CD (6-0.42 MN) 1%'MIN EMBED.AND 2%'MIN EDGE -=v
SCHEDULE MAX) MAX) ID MAX) MAX) — 0 BLOCK DIST.
C_. AC, BA AA C.P.E AB,C.E
W-01 T-9- 7-W 614' 5--l' A.E IN HOLLOW CONCRETE BLOCK WITH
2'x3'Xl/B' 6063-T6 W-V W-7w I.,. ABC_. A.B.Cle Bc
7'-W T-0' —_AC.E 0.0 IY,'MEN EMBED,AND r MIN EDGE
EXISTING SI-101 912' 6�2' 7'-6* Y-111 ABC,). KBCE 8.0 A.SC�D.E A.B.C.Dle B.0 DIST.
�Cp. 8.0
PPII
V-7' 7110' V_3� AD A.C. ELC ABC.DE
GIAZING B!_v 677- C.D'E A.Cle IN WOOD(G-EIA2 MIN)WITH I yj.
/a, 6063-T6 61-W IO'-6' 1 BG CIE D.c
-1. W-7. V-101 A.8,0.09 &C, -E S MIN EMBED.AND Y."MIN EDGE DIST. gg
BEAM PER SEAM A.B.CE B.0 TYPE Q Y,"rrW TAPCON SG:
-3-6— - AC, B.0 ;�..'TUD..
SCHEDULE r 5710' F 1 1�3' 10�11 912' 7�4* C.D.5 A.8,C.DX
11v Iw_r W-4' 7-S, AOCJD.E A.C. AC. SA IN CONCRETE(3.35KSI MIN)WITH
A.BCAE
2'.5'x2/B* 6053-T6 11�2' 1012' BW..Ir. C�D.E AC* A.C. B.0 1%*MIN EMBED.AND 2%'MIN EDGE
UNSUPPO'
U."SPA
ALUMINUM
-7�E ALA., NCR
.A.PER SEAM Ell y
.ECSLJLE
F
lw_ll* W-W AA0,0.9 A.C. ILC AB.CPX ALUX 8.0 DIST.
IT-31 12'-2' 91-81 ko—.Cl A.S.C.D.E &c, IN�OLUOW CONCRETE BLOCK WITH
Z*X4•X11V 606146 T37
14'-7- —3' ; A.B.C.D.E AC. ly. MIN EMBED.AND 2*MIN EDGE
- —— DIST.
V2 _2 15'-7' 14'-2' lllw3o "4C.D.E A. A.B.G.D.F A.C. 8.0 'z
'y 0 S-S.
MACHINE SCREWS A.C. ABC.D.E AB.C.E B.0 (G-0.42 MIN)WITH 1%"
INTO
V 81-0. 9`4' V-4" 71T 61-V AA.C.D.F "98 E MIN EDGE
BIC . �'l N 0.AND%* DIST.
DITO V4-20 id 4wwrx0,23*x0.1S' 6063-T6 2 W-V ABGP.E AA.C.E %C •TYPE D-:V4"MILLENIUM MILLFAST: CWVWE
RIV-NUTS OR(1) -AC. BIC AONC.OlE A.B.C.E 8.0 IN CONCRETE(3�27SKSI MIN)WITH
S.S.THRU-BOLT PER 5`10' ID-11. 15-2342
U.SU,_ ED lV4'EMBED AND 2%-EDGE DIST.
NSUPPORTED r_6;;2'x0,2VXD.1l' 606 1411* 1 A.D.C. AB,C.D.E . A.C. E
VERTICAL
IN HOLLOW CONCRETE BLOCK WITH SCALES
VERTICAL MULLION MILLENIUM MILLFAST ANCHORS MUST BE SPACED AT A-O.C.MINIMUM lY4-EMBED.AND 23yz-MIN EDGE DIST, PAGE"ESCEPTION:
EXISTING STRUCTURE
TYPE E;#12 SMS W/2'EYEWALL
ARMOR NYLON INSERT:
(EYES.TOP&BOTTOM) -EMBED (2KSI MIN)WITH r Ile
EMBED AND 2"EDGE DIST.
-IN HOLLOW CONCRETE BLOCK WITH
12)BEAM CONNECTION TO SHUTTER
k�3 j N.T.S. VERTICAL SECTION IY4'EMBED AND 2-EDGE DIST. 5
USE 2'x4'xY4"ANGLE FOR 3'& (2),V4.20 S.S.MACHINE SCREWS
4 4"BOX BEAMS,USE 2'XS*XY.' INTO Yvzo RIV_NUlTs OR(1)yo'
ANGLE FOR S'BOX BEAMS, S.S.THRU-BOLT PER Y,"MAX.4
TYP.TOP&BOTTOM OF BEAM, USE 2"x7"xY4'ANGLE FOR NSUPPORTED VERTICAL MULLION
C.CHANNEL BEAMS,TYP. 1. MI --- #10 SELF-DRILLING
50%OF BEAM TOP&BOTTOM OF BEAM. MIN. SPA LNG SCREW OR '—Zt
WIDTH MIN. ALUMINUM
RIVETS 3"MA
.750' ENDS,12"MAX C. kr
Irm aL S. 4A
N
TY'
P
'X
T
"x
0
FOR X"
ANGLE
'0
UE'OR
8L OTT,
5 B%0'
D I. , tt
W71
N 11rxI12l MIN,2"x5y'
C9 ALUMINUM ANG (0.062
z z
U MIN.THICKNESS). M
(VERT.SECTION} REVERSED, %
ANGLE MAY BE qllp
EO. EIM418 D. 6063-TS ALLOY x uj
N. ug W.
(1)VW S.S.MACHINE (1)%,"S.S.MACHINE
IT WITH
Z
DOLT WITH LOCK NUT BOLT WITH LOCK NUT L BOLT 410 SELF-— W
(1) S.S.AI+ACHINE DRILLING w
L ANGLES
(4)ANCHORS REQUIRED EACH (4)ANCHORS REQUIRED EACH BOLT WITH LOCK NUT SC EW
END,SEE SEAM SCHEDULE
END,SEE BEAM SCHEDULE ALUMINUM
P
tV
MCW&3'MAX
—BEAM SPAN R
ANCHOR SPECIFICATIONS ANCHOR SPECIFICATIONS Ds'12.
BOX SEAM[) (C-CHANNEL BEAM) (BOX OR C-CHANNEL BEAM) MAX O.C,
(SIDE VIEW) (SIDE VIEW) (PRONT VIEW)
USE rx7lxY.'ANGLE FOR NOTCH CHANNEL ENDS K'MAX.a— 2"XS"MAX.
C-CHANNEL BEAMS,TYP. TO RECEIVE ANG ALUMINUM ANGLE
TOP BOTTOM OF BEAM, (0.062-MIN.
NOTCH CHANNEL ENDS 1. 1 Rs THICKNESS).LEG o
MIN
INTO CO RE. BLOCK HOST ANGLE MAY BE
SPACING
u. 1
TO RECEIVE ANGLES MIN. STRUCTURE.I'MIN SPACING FOR REVERSED.
NOTE:3'MIN SPACING FOR ANCHORS 6063-TS ALLOY
ANCHORS INTO WOOD HOST STRUCTURE
0(VERT.SECTION)1. j
MINzU I — — - --------- -----
Do
EM ED.. MIN. (2)Y4-'20 S.S.MACHINE SCREWS a
INTO V
,v2O RIV-NUTS OR(1)Y.'
JSJS 01 S.S.THRU-BOLT PER 1/2'x1/2*MIN., <
AX.
(1)V,6'S.S.MACHINE UNSUPPORTED VERTICAL MULLION
EM JED.
BOLT WITH LOCK NUT j CL BOLT ALUMINUM ANGLE
(1) 5.5.MACHINE (0.0
(4)ANCHORS REQUIRED EACH LOCK N THICKNESS) LEG
END,SEE BEAM SCHEDULE BOLT WITH UT CL ANGLES 62'MIN.
ANGLE MAY BE Vy4' l
ANCHOR SPECIFICATIONS BEAM SPAN REVERSED. MAX
a,
(*-CHANNEL BEAM) (C-CHANNEL BEAM) 6063-T5 ALLOY ;2
(SIDE VIEW) (FRONT VIEW) #IOSELF-
DRILLING
OR
WALL BRACKET CONNECTION OPTIONS SACMINUM Wp
N.T.S. EXTER,ELEVATION RIVETS 3*MAX
FROM ENDS,12"
MAX O.C.
SIDE NOTES A- (HORIZ.SECTION)
1. A�IAUN l"t KvHZ'
IN LIEU OF SIDE CLOSURE ANG 9
SHUTTER MAY OVERLAP OPENING BY 1.5 fl
X SHUTTER BUILD OUT DISTANCE
2. ANCHORS MAY BE ANY ANCHOR FROM A I m EDGE
ANCHOR IkON SHEET 5, Y4*MAX. \DIST.
..ST �E.X
INSTALLED 3" FROM EACH END,
A—
N,
_KV 9
AND Ir O.C.MAX,OR 1/4'ITW
TAPUS WHO MIN EDGE Y.'MAX,
Y4-MA
DISTANCE ANO LTHREAD 'X.
ENGAGEMENT 4���ffl 2`X5"MAX.
UPROMMINEPALCYWENN DDAND ED. 'x
INSTALLED 3'10=
2 X
ALUMINUM ANGLE ppyx
ANCHORS SHALL BE INSTALLED IN 1/2"x MA (0.062-MIN.
V-XV iw
ACCORDANCE WITH MANUFACTURERS' 2'xS*MAX. THICKNESS).LEG
RECOMMENDATIONS U ANGLE MAY BE K'MAX. 0WYWfTDa%EWEXPRMS
4. ALL CONCRETE ANCHORS SHALL BE ALUMINUM ANGLE REVERSED.
BE
INSTALLED TO NON-CRACKED (0.062'MIN. 6063-TS ALLOY
T 15-2342
CONCRETE ONLY. THICKNESS).LEG
3. 7'D.C.MAX. V4'MAX 0 9
m
L
LL OLE M EDGE
5. MINIMUM EMBEDMENT SHA BE AS fANGLEMAYft rT SMLE. I
NOTED IN ANCHOR NOTE 104 SHEET S. REVERSED, DIST. PAGE DESCRIPTION:
MINIMUM EMBEDMENT AND EDGE (VERT.SECTION) (VERT.SECTION) (HORIZ,SECTION) (VERT.SECTION)
DISTANCE EXCLUDES STUCCO,FOAM, 6063-TS ALLOY (VERT.SECTION) (HORIZ.SECTION)
BRIM AND OTHER WALL FINISHES,
6. WHERE EXISTING STRUCTURE IS WOOD
VARY. WOOD
HT FASTENERS SIDE CLOSURE DETAILS
FRAMING
FeE'E'DlVeTTNJG CONDITIONS MAY r2
IFY
ARE INTO ADEQUATE WOOD FRAMING N.TS. SECTIONS;
MEMBERS,NOT INTO PLYWOOD.
EXTRUSIONS 0.265' D q9o'
`
0.062" "0,250'
0.131' 0.075" 0.131" 0.075' "." I�7 „-� �.
0.128" 0034g' 80.062' 0.185` 00.348" 80.062' 0.185' 0.565' 0.460"
0.307' 2.550' O.p60" 0.060• 0.060'
0.050" 0'375' 1.800' 0.450" 0.613° 0.100" tl,lOD" 0.233' 0.140' ?
0.375' -�- -{-
00.155' 0.402" 1.275"-10.325" }- 0.865' I IM..4
0.090' 0.125'
r0,099"
t in m o 0 adU"03
a
0.105• R0.300" o o n c _ M L0.368 m '•! H 0.214"
RO.OSO' 0.775" 0.100' 0
fj
1.792' ff tt q•5
2.118' �--1.892.520'--� W� c
~ Y-10.450" }-1.063° 2.520" 2.270' rn > W W
BLADE FEMALE MULLION MALE MULLION FV JAMB JAMB SNAP HL Z `
_ W
1._p, 1._p, 3 4 6. 1,_p" 4a 6"„1._p" 5 6.=1�_0" 6•=1''0" W W M z
�z.7sa"� '�" 3 Y
0.280•
0,500" 00.270' F.080 PIPE(ARM)SCHEDULE (40'270''1.000' p
y
g I ryP• TMP• OIMRTUBE INNER TUOE ryP• a
6 OUTS5IDE INS5IDE WALL 0UD7TS1DE INSIDE �yA�,L Q't'
O.lOD' m 00.270" DIAM. D]AM. DIAMF . DIAM.
ID i • 1.000" 0.900' 0.050' 0.875' 0.775" 0.050'
_-_J- t 0.500" 0.500° a
FV FEMALE MULLION MA>s* LOCATION VARIES M
2a u �- FOR ADJUSTMENT
8 g,---\4
=r-°° ( ALUMINUM PIPE (INNER) w
a
00.270' 6°=1'-0"
In 0.1001' 0 500' I o 00.270' n�G O>
H 0.320' 0.500'
0.
125" 1.220• 1.588' }---4.000"--1 p•* '� 3� p�
�---1.678-4
L CAMEL BACK HINGEo
FV MALE MULLION ANGLE 13 6"=1'-D" 0.100" a
3a o _ TMP
6 n ALUMINUM PIPE (OUTER) o
'Aro• 11 (�--
�^-0.062' 6._1.x. i�' 'a2
R0.230' MAX
Mt=Ed
R0.318" 0,100' 4.190' MAX uI
1.606° 8.000' x
0.393' "r 0.750 L "U" 00.258'
@k 0.190 U WALL BRACKET 0.307"
N
0
.062" o TMP, 0.750`
136
0.625"
N NANGLE
0.432"
0 0.090' 9y
X0.186' LOCKING tt�� T7P• 0 0.410"- �
1.60b" 3.000' 3.000' 2A00` ir0.250"0 FLARED END i`
2.224• 1,000` 0.500"
HEADER HINGE tt T FOR USEWRHFART,2As30N1Y TAB STOP
r7 Z BAR - PROFILE & LAYOUT }--2.500--4 0.750' 20 6'-1'-0"
6°=1-p• 10 3"=1'.0" GALV. STEEL BENT PLATE
�2.520" L-PIN - 1 4"Qf INSERT FOR MULLION 1.313' °a
p.Dfip" 2.000' 17 6"m 1'-0' 6•=1'"0' ' B
i 0.090' }.- j. F10TOWI.
0.625' loll6
0 0 -- 00.132" 00.300" CMYI7GNIENCaN11gxOF�PFSS
p 0 0.37.5"vs �pa2s• 15-2342
.i scA1e:
-+- � 0.750 ---l- �+-v pgPe DescR[cttoNx
1.0000' 1.000" I 0.327°
1.620' 0,750" O.1BB'-��- �---5.000" �--}0.750" -
SILL 1� ANGLE - PROFILE & LAYOUT 1B L-PIN - 3/8"021 TENSION RING 22 ALT. TAB STOP s
ti J
6'-1'0" 3' I'll 6"=1 6 o°=1'-0" 6"=1^U'