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Florida Building Code Online Pagel of 2
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL6414-R5
Application Type Revision
Code Version 2017
4 t k Application Status Approved
s Comments
diff x 3 {
Archived L7
Product Manufacturer Folding Shutter Corporation
Address/Phone/Email 7089 Hemstreet Place
West Palm Beach FL 33413
(561) 683-4811 Ext 7675
5' edh@foldingshutters.com
x Authorized Signature Frank Bennardo
frank@engineeringexpress.com
'I
Technical Representative
Address/Phone/Email
RK� ;ia , Quality Assurance Representative Ed Heritage
i
Address/Phone/Email 7089 Hemstreet Place
� � '•`r West Palm Beach, FL 33413
(561) 209-7675
` I edh@foldingshutters.com
Category Shutters
Subcategory Colonial
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
j Florida Professional Engineer
{ L1 Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E.
y the Evaluation Report
Florida License PE-0046549
s r Quality Assurance Entity PFS Corporation
-A Quality Assurance Contract Expiration Date 12/31/2018
Validated By Troy Bishop, P.E.
j Wi Validation Checklist- Hardcopy Received
Certificate of Independence FL6414 R5 COI Indep.odf j
- � I
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
j TAS 203 1994
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 Waj j 2kBRM4JRAKbNA2... 3/3/2018
Florida Building Code Online Page 2 of 2
Equivalence of Product Standards jl
y 4,ry, Certified By
Sections from the Code
` ProductApprovafMethod Method 1 Option D
i
Date Submitted 08/14/2017
Date Validated 08/16/2017
Date Pending FBC Approval 08/21/2017
Date Approved 10/10/2017
wz I
umma .bf Products
FL# Model;;Number.or Name Description
;.i6414.1 Impact Colonial Shutter
act Colonial Shutter
,j
ry_
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL6414 R5 II Dw4.pdf
* Ni Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549
j J Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +80/-80 Evaluation Reports
Other: See engineering drawings for design limitations FL6414 R5 AE Eval.pdf
allowable
l w spans, mounting conditions anchor options, etc.) Created by Independent Third Party: Yes
,
FM
�1
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund,Statement
j Under Florida law,email addresses are public records.If you do not want your a-mail address released in response to a public-records request,'do not send
electronic mall 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 official communication with the licensee.However email addresses are public record.If you do not wish to
s supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you arei a licensee under
Chapter 455,F.S.,please click here.
I Product Approval Accepts:
Credit Card
Safe.
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http://www.florldabulldmg.org/pr/pr_app_dtl.aspx.9 param wGEVXQwtDgs7kTE8Wajj2kBRM4JRAKbNA2'.. 3/3/2018
Mcastle
Impact Windows
1
FACTORY DIRECT SINCE 1969 °L '
COMPLETE HURRICANE PROTECTION SOLUTIONS
1862 Dr Martin Luther fang Blvd j
Riviera Beach,FL 33404 800.643.6371
Property Information Building Information
Owner: BIERBACH,CATHERINE Wind Zone: 160 MPH.
Address: 7307 ELYSE CIRCLE Exposure Category: C
PORT SAINT LUCIE,FL 34952 Minimum Building Dimension: 40 ft.
Mean Roof Height: 20 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive JFMax Negative
Number Zone Width(in) Height(in) Elevation(ft) IF Pressure(psfl Pressure(psfl
1 Int 48 60.25 7 34.0 -37.0
2 Int 48 60.25 7 34.0 -37.0
3 Int 72 60.25 7 33.0 -36.0
4 Int 72 60.25 7 33.0 -36.0
5 Int 72 60.25 7 33.0 -36.0
6 Int 48 60.25 7 34.0 -37.0
7 Int 72 60.25 7 33.0 -36.0
8 Int 26.5 63.25 7 35.2 -38.2
9 Int 26.5 63.25 7 35.2 -38.2
i
i
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code.
Page 1 of 1
I
Contract Wall Opening Size Shutter Shutter Storm Bars Header Storm
Unit No. Shutter Span Anchor Spacing Rein Req'd panel
No. pressure W x H Width Height Le R g t Req'd Left Right Y/N Bolted Y/N
1 1 -37.0 .48"x 60.25" 487/8 64 1 1 Yes 2"o.c. 2"o.c. N ;N
2 2 -37.0 48"x 60.25" 487/8 64 1 1 Yes 2"o.c. 2"o.c. N IN
3 3 -36.0 72"x 60.25" 731/8 64 2 2 Yes 2"o.c. 2"o.c. N :N
i
4 4 -36.0 72"x 60.25" 731/8 64 2 2 Yes 2"o.c. 2"o.c. N ,N
i
5 5 -36.0 72"x 60.25" 731/8 64 2 2 Yes 211o.c. 2"o.c. N IN
6 6 -37.0 48"x 60.25 487/8 64 2 0 Yes 2 o.c. N/A N N
7 7 -36.0 72"x 60.25" 731/8 64 2 2 Yes 2"o.c. 2"o.c. N N
8 8 -38.2 26.5"x 63.25" 273/8 661/2 1 1 Yes 2"o.c. 2"o.c. N N
9 9 -38.2 26.5"x 63.25" 273/8 661/2 1 1 Yes 2"o.c. 2"o.c. N ;N
li
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.. ._ .. ..
WK L'BfKNA1=W0,
IMPACT COLONIAL SHUTTER "" "' V�
MAX. STORM BAR: 56'MAX. Q' ,'•
MAX.GAP BETWEEN O 3'TUBE NO• _
2'-4•MAX. 2'-4"MAX. 2'-4"MAX. 2'-4"MAX. 28'MAX. 28"MAX. y
ANY PANEL�3 16• maw
-IAA:
b,•• -
/ —I}— TTI �jJ
•) 6 I I 2 OB a 4 TUBE 6 2 ANY PANEL 4T}�6' y O9 �5'TUBE �') p i4A 40 4C
4D 4E — __ ._ ._ _. ._4C 4D
4A 48 4C
SEEWALL '
SEE•STORM BAR ......_. ... ..._._..__.__.._.._ .. ..__.._._.. ON SHEET 2 O w rT
END CONNECTION
OPTIONAL
DETAIf SHEET 4 ON 1/4"DR ROLES
SHEET 4M-
0.38"
— -_ -- --- -- - �{ m ---— -- - 0.38"O.C.FOR
VISUAL TNRU
- ,, 1SHUTTER WHEN
�... ? I CLOSED(1 TO 3Rows IN 33 BLADES)P O
OPTIONASEE"STORM V1/4'DIAO.C - - BAR E'ND �J'VISUAL TCONNECTION W 4 m
SHUTTER WHEN --- S
-_ DETAILS"ON
CEASED(1 T03 .—.__ —.__.__ —.—:_____. _..—._...____ � � .---.
CI SHEET4 Fm '
ROWS IN UP TO. _ Y
38LADE5) a e ...._._ GGG
i5� i
a SEE•FRAME CORNERrs s
y ASSEMBLY"(SHEET 3) 6 2 3A 3B 3C 3D SEE SHUTTER ELEVATIONS 3A 3B 3C 3D 6 2 SEE•FRAME CORNER Z ➢1 8 W
2 ON SHEET 6 FOR SPACING 2 Ol:TA1L'ON SHEET 3 33 C It
REQUIREMENTS OF STORM I
a
1 MULTI PANEL SHUTTER BARS FOR SINGLE& 2 DOUBLE PANEL SHUTTER —)
1 1/2'-lb" DRBUOR ELEVATION MULTIPLE BAR SHUTTERS. 1 112"-1'-0' EXTERIOR ELEVATION O
GENERAL NOTES:
s 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM 10.THIS SYSTEM HAS BEEN DESIGNED TO WITHSTAND'WIND PRESSURES,IN THE OPEN POSITION,
4 IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION(2017)FOR RESULTING FROM FASTE37 MILE WIND SPEEDS UP TO 75 MPH(3-SECOND GUST WIND SPEED UP TO ;
MAXIMUM USE WITHIN AND 115 MPH),30'MRH,EXTERIOR ZONE 5,IN ACCORDANCE WITH THE BUILDING CODE SPECIFIED HEREIN. S !d
ALLOWABLE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE('HVHZ'),PER TAS 201,202,d 203 PROTOCOLS. SEE WALL CLIP DETAILS FOR APPROPRIATE*OPEN SHUTTER'CONDITIONS.SHVITERS NUS.BE S i •��
2. NO 33-1/396 INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. CLOSED WHEN FASTEST MILE WIND SPEEDS REACH 75 MPH OR GREATER.WHEN CLOSED,THE OWNER ESE
6 WIND LOADS WIND LOAD DURATION FACTOR CES-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. SHALL BE RESPONSIBLE FOR SECURING THE SHUTTER AS REQ'D.
$ 3. POSITIVE AND NEGATIVE DESIGN PRESSURES TORE USED WITH THESE DRAWINGS SHALL BE 11.THE SYST04 DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA d d golf
POSITIVE AND NEGATIVE DESIGN PRESSURES DETERMINED BY OTHERS FOR SPECIFIC 3GBS IN ACCORDANCE WITH THE GOVERNING CODE SPECIFIC SITE.IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED
CALCULATED FOR USE WITH TMS SYSfER SHALL 4. ONLY 2-AND 4-PANEL ASSEMBLIES ARE DEPICTED ABOVE,BUT SHUTTER IS APPROVED FOR USE WITH ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN
BE DETERMINED BY OTHERS ON A 3OB-SPECIFIC 1,2,3,OR 4 PANELS. COMUNCTION WITH THIS DOCUMENT.
BASIS IN ACCORDANCE WITH THE GOVERNING S. A SINGLE FIXED PANE.CAN BE ATTACHED ON EACH SIDE OF THE OPENING FOR DECORATIVE SL.THE ARCHITECT/ENGINEER OF RECORD FOR THE PROSECT SUPERSTRUCTURE WITH WHICH THIS
CODE.SITE-SPECIFIC
PRESSURE
ASDETERMINED IN ESAT1MM
PURPOSES ONLY,USING Wo rrw STAINUESS STEEL TAPOON THROUGH MAIN FRAME WITH 3/4"0 MM DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS e
7-10 AND CHAPTER 1609 OFTHE FLORIDA WASHER,1-1/4"EMBED TO CONCRETE/BLOCK,24/2'MIN EDGE DISTANCE,(1)AT EACH CORNER AND 24" DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR tl
BUILDING OODE SCULL BE..-.THAN OR EQUAL O.C.MAX SPACING AROUND FRAME PERIMETER. 13.ALL COMPONENTS SHALL CONFORM 70 THEIR RESPECTIVE SPECIFICATIONS AS NOTED HEREIN. M I f
7O7ME POSRNE O0.NCGATIVE DES1 6. SHUTTER WIDTH SHALL BE RESTRICTED BYTHE MAXIMUM DIMENSIONS SHOWN.SHUTTER HEIGHT 1.ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY UNLESS NOTED OTHERWISE
PRESSURE CAPACITY VALUES LISTED HEREIN FOR
AW ASSEMBLY AS SHOWN. MAY E aED 96•PROVIDED THE REQUIRED NUMBER R SPACING OF STORM BARS ARE USED. 15.SHUTTERS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER ASSEMBLY
7. THE NUMBER OF STORM BURS REQUIRED FOR EACH SHUITERTYPICALLY VARIES FROM 1704,&15 CONTAINING THE FOLLOWING: OfPI1QRTAY[LTDMT06FE
SES SHUTTER ELEVATIONS ON SHEET 6 R STORM BAR DEPENDENT ON SHUTTER SIZE d REQUIRED DESIGN PRESSURE. SEE ELEVATION DETAILS R LOAD TABLES FOLDING SHUTTER CORPORATION -15-237.4
TABLES ON SHEET 7 R 8 FOR ALLOWABLE STORM BAR ON SHEETS 6 R 7 FOR STORM BAR REQUIREMENTS. WEST PALM BEACH,FL -
SPANS AS CONTROLLED BY DESIGN PRESSURE R S. MINIMUM SEPARATION BETWEEN SHUTTER(INCLOSED POSITION)R GLAZING SHALL SEAS FOLLOWS: TAS 201,ZQ2,203
STORM BAR TRIBUTARY WIDTH. • WITHIN THE HVHZ,W/OR W/O 1/4"VENT PERFORATIONS: 3.53'MIN SEPAR PRODUCT APPROVAL i PAY '
• OUTSIDE THE HVMZ,ASTM WIND ZONE 4 AND ESSENTIAL FACILITIES: NO SEPAR REQ'D 16.THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED 70 THE MAXIMUM SPANS AND
SEE GENERAL NOTES FOR MINIMUM WHEN USED OUTSIDE THE HVHZ,ASTOM WIND ZONE 4,AND ESSENTIAL FACILITIES,THIS SHUTTER SYSTEM CORRESPONDING LOADS SHOWN HEREIN.
SEPARATION BETWEEN SHUTTER R GIA33NG CONSTITUTES A NON-POROUS ASSEMBLY AS DEFINED IN THE ASTM E1996-06 STANDARD. 17.ALL BOLTS,NUTS.A WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,STAINLESS
9. EACH SHUTTER SHALL HAVE A LEGIBLE R READILY VISIBLE MARKING INSTRUCTING THE STEEL,ORA LUMINUM ALLOY 2024-T4 OR 7075-T5.
OWNEfyTENNANTTD 5C{IIRETHE SHUTTER WITH BRACKETS R STORM BARS,PER THESE APPROVED YB.STEEL SURFACES TD BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF
DRAWINGS,DURING PERIODS OF HURRICANE WARNINGS. ZINC CHROMATE PRIMER OR SHALL BE GALVANIZED.
Ilmb nub l .. RMK L.BDURMDO.RE
STRUCTURE BY 1-1/2'AT WOOD .��Jl�f
6 OTHERS,TYP. 2•AT CONC/BLOCX
1/2' 3/8'DIA.B.S.BOLT 3/8'DIA.S.S.BOLT
CLOSURE ANGLE MIN AS HINGE PIN AS HINGE PIN _
1/4"ALUMINUM RIVNUT 4A 4B 4C 4D 1-1/2'AT WOOD 4 b
OR 1/4'BRASS MOLLY _T}j R7
EA.SIDE WITH 1/4•S.S. Y AT CON LOCK 9IJI N
BOLT OR WING NUT(2 I I 1/2'
PER CLOSURE ANGLE;1 MIN w
EA.SIDE OF SEAM) I I 4A 4B 4C I 110 ','�c`�'• a'
I I
2 3c I I F s
(SEEVAN..R"A"OR'S.
ANmO (4)3/16•ALUMINUM (2)3/16'ALUMINUM N 9
SCHEDULE ON SHEET 3) POP-RNA(6061-T6 POP-RIVETS(6061-T6
NOTE:EDGE DISTANCE OR EQUAL) ANCHOR"A',OR"B' OR EQUAL) W
MAY BE DECREASEDTOANCHOR LU
Ot
2'FOR ANCNOR'B" (SM
ON SHEET 3) b Lu
C d
SEE SHUTTER ELEVATIONS
ON SHEET 6 FOR SPACING
REQUIREMENTS OF STORM TOP HINGE SHOWN,
BARS FOR SINGLE a 2 TOP BOTTOM HINGE 3 INTERMEDIATE HINGE
BOTTOM HINGE IS
MULTIPLE BAR SHUTTERS. 2 6'-1'-0' VERT SECTION MIRROR IMAGE 2 6'-1'-0'. VERTSECTION d
1
*�2 �R
STPBOLT A WING O m
NUT CUP)
u
3A 3B ANCHOR"D','E','F"OR-G- (1)2%2X1/8 OR 2%3X1/86063-T6 ALUMINUM (jJ ms
SHEET 3),OSEE NE PER CLIP NO.OR SCHEDULE 13. S ACED AT 3N ANGLE�2 OC.MAX.EEN EACH HINGE,UTILIZE A 2-1/2• d 1/4'STL BOLT R WING LONG ANGLE FOR BLOCVCONC 3 8
NUT(2 PER BAR CIP) CONTRACTOR TO EXIS77NG HOST 12 APPLICATIONS OR 1.1/2"LONG FOR WOODVERIFY WALL ACORNB STRUCTURE BY APPLTGTIONS
MATING CLIP 100LB MIN OTHERS,TYP. (2)PAR WITH I SPACEDTENSION CAPACITY PE0. 1-1/2•APART'WITH MIN 11/4' i'S MANUFACTURE'S EMBED INTO BLOO40ONC. MAX ZnWITH 2"MIN EDGE DISTANCESPECIIGTIONS. H 3— OR(2)i12 5.5.SMS WITH
(1)WALLACORN AND _ MIN 1-1/2'THREAD PENETRATION INTO WOOD 0BETWEEN EACH 13 MEMBER,2'SPACING WITH 3'� LLHINGE,SPAQ3)AT EDGE DISTANCE.PROVIDE K'32.O.C.MAX MIN EDGE DISTANCE TO
FRAME CONNECTION PoRTRAPPED ALUMINUM ANGLE,TYP. 1/4-20
DETAW ON SHT.3 CONDITIONS,SHUTTER RIVNUT OR
(ONLY 1 BAR SHOWN 7 8 9 MAY BE INSTALLED WITH — _ — —— C '
1/4-20
FOR CLARITY) ADDITIONAL STORM MOLLY
IACKNUT a `� d ��
RAR(S)ATTOP AND/OR q
3D BOTTOM.ADDITIONAL — —— 12)18 S.S.
ST — _
ORM BAR SIZE AND SMS PER CLIP 1/4•BOLT
2 INSTALLATION SHALL l d d i
MATCN THAT OF REQUIRED TYPICAL WHEN RWD 70 RESIST
STORM BARS ON SHEET 7 TYPICAL WHEN REQ•D TO RESIST HURRICANE PRESSURES UP TO+/-80 PSF
1/4ALUMINUM RIVNUT -4-0 OF 7. PRESSURES FROM 73 MPH FASTEST MILE WHEN IN THE OPEN POSITION
OR 1/4"BRASS MOLLY Y�MAXI- WIND SPEEDS IN OPEN POSITION.SEE
SACKNUT WITH 1/4'S.S. GENERAL 1 FOR
BOLT OR WING NUT(2 'AGN CARATE OPTIONAL
PER CLOSURE ANGLE;I
EA.SIDE OF SEAM) ;;2! 4 WALL CLIP b WALL CLIP Himo;
= NG HOST 2 1'-0' NO ,ECTION 2 6' 1'-0' •HOMSECTION '•,DFM irFRWLE OVAL
STRUCTURE BY
6DOSTING HOST OTHERS,EYP. 1$-2374
s CLOSURE ANGLE STRUCTURE BY
Y OTHERS,71'P' ALT TRAP MOUNT '"°°2!209".
i TYPICAL VERTICAL SECTION is VERTICAL SECTION
pC 2 6•-1'-O' "VERT SECTION 2 6'a 1'-0• VERT SECTION � o®
}
- FUNK L MMAW0.RE. 1
MIN EDGEANCHOR•A' NG®D46549
•1-1/2• (SEE ANCHOR ' 411
ANCHOR'S'OR'C' EDGE
1� E DISTANCE SCHEDULE 177/
(SEE ANCHOR 2•MIN. D7CE NOTE:STORM BAR NOT MAX.PANEL WIDTH a 2S• BELOW) `
BLOCK/CONC.EDGE
SCHEDULE BELOW) SHOWN FOR DARTTV (TYP.) BLADES MIN
3/16•MAX. B���: +
1 BLADES 1 2 2 1 2 p N
2 BEYOND BLADES BLADES SEYOND BEYOND -O. •35j •+p
MIN • W
EMBED BEYOND
••
EXISTINGT"1-M N — — — t'-,N—I EXISTING
DF
CONCREM_ HOST S7RUSi
OSTSTRUCTURE 4A 48 4C (NOT INCIODIN 7 D$
(NOT INCLUDING 4A 45 4CFINISHES)BY OTHERS,TYP.
t m
FINISHES)BY HINGE PIN(REF.)
HUGE PIN(REF.) RIVETS(REF.) '�W g
OTHERS.71T. RIVETS(REF.) 4D 4D 4D 4E 1311�+c
4D 4E 3/4'MIN 3/4'MIN. aZ
(TYP) 4E HINGE PIN(REF.) HINGE PIN(REF.) 4E TYP 0 W
1 BLOCK OPENING SHUTTER WIDTH WOOD FRAMED OPENING
ti0
1 TYPICAL HORIZONTAL SECTION p
3 6•.1'-0• VERT SECTION Q Y
OC
0
I I I ANCHOR SCHEDULE U
I ——— —— ANCHOR MINIMUM TANWUM EDGE
—= ANCHOR TYPE SUBSTRATE ^� �1
NO, cw.ss EMB DISTANCENCE LLJ
I --- -- A Nn2310 939M9 WO D 1.1?-Iir 314'
I
1 I I II I�
B 114•STAINLESS STEEL ITUL
I I I I I I 1 TAPeoN CONCRETE I've 2-1?
s 1 I I I I II II I 1n•STAINLEGS STEEL IIH1 C7$ $ G
II II I C 14'BLOCK 1.1 2-1R'
TAPCON Z 8 8 SL
1-1 3 0
11420 ALL POINTS SOLIMET CONCRETFJ �j
7 B 9 1 1 1 --- D SCREWANCHOR BLOCK 715 1-1/t• �Y3
(2)SB x 1.1/4'
E
11420 AMIGO PANELMATE O.0.66
f I 1 S.S.SMS PER � WOOD 1.7f6' 3N• �
94 CORNER IMO 11420
I O O ——— SOLELY BOSSES F ELCO PANElA1ATECONCRETE IIvr 2.1?
2 GUT OUT lOAND PROTECT DINT0 0 O 1/420 ELCO PANELALATE BLOCK 1.11P 7
WALEFEIMP
ANCHOR SCHEDULE NOTES:
I/4'STL SOLT 6 WING 1. ANCHORS SHALL g�INsrAL1ED IN ACCORDANCE WITH T4ANUFACIIIRI3L5' a a Nj 1t d a °a
NUT(2 PER BAR CLIP) FRAME CORNER DETAIL RECOMMEN A ONS.
2. �TAAPQC�OpNS S FD HEREIN SHALL BE MANUFACTURED BY ITW.•ELCO PANELMATI? 199
d
S 1 3. WH�MIO�L RS FASTEN NARIib MF W F D STUFRAMING,
(I a 7��'�ED�GOE DLSTAIL IS
3 FRAME CORNER ASSEMBLY pp E&T�' ` TUR 5a� ���y p7�Ep p�
3A 3B 5. MINIMUM"OST E�mpM �LLO A'CE AI SpALSTANCE IXCWDB STUCCO FOAM�OR 11111
��
3 6 1-0• •SCHED MIN M B M D EDGE D
BRI AND OTHl7t ALL FlNISHES.
6. A ANDIORS SPECIFIED HEREIN SHALLpBQESITN��STA�LLpE�D TO NON-CRADLED
7• PIMimi
WC� Y T FASIENER.S A�D AD ATE WOODGFRAM W G M.MB�N0�' tmrtaiONultL vL
IMO PLYWOOD. T E_5��yy �. Ay� �M p�2
7 8 9 B E�GICG�EI4�EtTOpFRFaDSGIN�BASEANORAND�g(AYHALVE3EIINERAPANMEAD, DR 15-2374
5 TRU55 HEADS Oii WAFER HEAD(•SIDEWALK BOLT')U.N.O. '•r4n Nxaa Nl
i CONNECTION DETAIL:
z STORM BAR TO FRAME ^ �®
3 6•-r-0• VERTSECTION
EDGE OF BLOCK/ EDGE OF BLOCK/ EDGE OF BLOCK/ MIN
EDGE
MIN EDGE MIN WGE (I)1/4-2D
CONC OR WOOD ANCHORS:°A'r°B"."C', FRAM OR WOOD CONC OR WOOD DISTANCE
DISTANCE FRAMING(NOT DISTANCE FRAMING(NOTA
FRAMING(NOT 'D•,•E";F'OR-G-(SEE
FINISHES) ANCHOR SCHEDULE ON FINISHES) FINISHES) OR WINQ�111{C •
A SHEET 3) A
9 B 7 9 6 7 1/2° 9 6 7 _2"�� 9 S 7 3• .A
o
�}
_Poo
/4'
T 3/4'MIN. (2)1/4-20STEEL
N
WITH NUTSOLT
JEL
OR WINGNUT 2/Ff f • u
Dr —_—-
-�H-
_ -
m
10 - _— _ 11 8N W x
E S
11 So & 11 So U�Icz
11 Ell
7 (2)1/4-20 ~ m
STEEL BOLT 30 1/2' SHUTTE 3/4° 3/4' SH 1/�°
SHUTTE WITH NUT
5/16•DU.HOLES OR WINGNUT SHEATHING —2 4 2' A 6• Q. 9
_" OR FINISH 5/16•DIA.HOLES 5/16°DIA HOLES 2 1/2" 2 1/2•"
2' A z TYP SECTION "A-A" w s
STORM BAR END a a'-1'-0' vER75ECIION STORM BAR END STORM BAR END O
u =®-
1 CONNECTION "A' 3 CONNECTION "C" 4 CONNECTION "D"
q 4•.1'-0• DciER EIEV q V-V-0' EKTER ELEv q 4"-1'-0• EXTER ELEV Lu
q
EDGE OF WOOD En MIN EDGE =2 �a
FRAMING(NOT ANCHORS:'A"OR"E' a to
EDGE OF BLOCK/ MIN WGE FINISHES) DISTANCE ONS HEFT 3) SCHEDULE z fil
CONC OR WOOD A Q ii;JJ p� O6
FRAMING(NOT DISTANCE Cy/
FINLSHF3) ANCHORS:•D•,'E'r'F"OR'G'(SEE B B 7 J �E
,(r ANCHOR SCHEDULE ON SHEET 3) 9 6 7 1/2' O
V- 5
11 9 B 7 � 3/4"MIN. 9
S 2• 3/4^MIN. im
10
(2)1/4-20 (2)1/4-2
11 0 Il 10
g STEEL BOLT STEEL BOLT
•� 3/4' 3/4' WITH NUT SHUTTE WITH NUT SHEATHING @@ tl9 p999Bp
OR WINGNLIT 1. OR WINGNLTf OR FINISH 9 I �4
SHUiIER 5/16•DIA.HOLES Li p
5/16•DIA HOLES 2 2" OR FINISHG A s TYP SECTION "A-A" L AlRWIfL6Wl•OPE
B STORM BAR END 4 4'-V-W vf3LTSEE93N 15-2374
I TYP SECTION "B-B" 7 CONNECTION "E" '
a 4^-1'-0' VERT SECTION 1'-0" .. .......IIELE•VV r I
STORM BAR END
s CONNECTION "B"
q 4'-V-0• E)C ER El"
WNW L MKAI W_P.F.
'
2.010• 2.000• 6.072• 3,000• 3.500' \\•
�1.24e• � � 1.999.1.000'
1.000• 1.Sfi0' \\�'
0.670' .
0060' �
0.060' 28.5• 0.060'
0.930• N 9
D.fi7o^
1- Vis• 28.5 * N
0.060 .5 }0.500• •fl L r,;
M
O BOTTOM/TOP RAIL 11;o.. 0'� O SINGLE BLADE SECTION �� '•
38
O SIDE STILE 6063-T5 ALUMINUM O 3C TOP BLADE SECTION •.,
.6063-TS ALUMINUM
u
6063-T6 ALUMINUM 7A DOUBLE BLADE SECTION 6063-TS ALUMINUM �i��LsS N'
• 6063-15 ALUMINUM 2.319' '77�T T m U
0.790• 3'841• 0.634 DIA.
}---2.540' DIA. 4.356•
it356
s.oaD _0.060 GTH-1" .634 DIA.1• 0.634 DU. 0.125' $y
6
D.1w 0.125• O W 0
\ $ LENGTH.1' 4D SHUTTER HINGE ti O
6063-TS ALUMINUM
qp WALL HINGE 0.125 qC SHUTTER 14WGE
3D BOTTOM BLADE SECTION 6063.75 ALUMINUM 6063-TS ALUMINUM
R 6063-75 ALUMINUM 5.000'
qg WALL HINGE p�m
3.000• 6063.75 ALUMINUM 0.408 0.572' Q F®M
0.125 5
0.474• 0.313' c 0.125 3.000" 4.000•
NLENGTIU-5" 0A08' 0.532" 0.408• 0.532' Lu 9 r
.812'N -4- 0.125' �_ Ill 0.125 0.125• 15L�SS s�j
I I m m
LG)
g 5'STORM BAR = 8
0.950• }-}0.312• }-}1.000• 't-- 0.125 0.12 6005-TS ALUMINUM
STORM BAR CLIPO N O CLOSURE ANGLE 7 3'STORM BAR g 4'STORM BAR
1/4'THY.6063.76 ALUMINUM 6063-TS ALUMINUM O O4.962
OR 1/8'THY.A36 STL • fZy 3 ®O�j
6005-TS ALUMINUM 6005-T5 ALUMINUM C
}--L962•--} Q m
4.750• MATERIAL LIST I 1.400• I O Lw�
- O.IBB"
DESCRIPTION NOTES u• 5
STILE 0.594 O.IB85I
r 0.188' BOTTOM RAIL LENGTH 2',4.OR 6•
6 STORM 0AR RECEIVER PLATE �r
LE BLADE SECTION MAIN BLADE SECTION 10 6 Q
E BLADE SECTION USED AS FILLER WHEN REQUIRED 6067.76 AWMINUM @ $ d3 .�
�- c eJHUTTER BLADE $a a d-d9 a
O.188'T- OM SHUTTER BLADE a yy!ee
HINGE USED WITH SINGLE PANEL d d
STORM BAR RECEIVER 0.250• HINGE USED WITH DOUBLE PANEL NOTE:ALL DETAILS ARE
11 ER HINGE USED AT TOP h BOTTOM OF SHUTTER DRAWN AT 1-70---S
2 SCALE,
6063.76 ALUMINUM UNLESS NOTED OTHERWISE BBB
(2)1/81 IER HINGE USED FOR MIDDLE HINGES Q
0.563' DIA.HOLhl
.937M BAR CLIP SECURES STORM BAR TO SHUTTER PANEL FRAMES 13 �a
RE ANGLE SECUiRES 5NUT7ER SHUT Q /
6061-TAAWM , RMBARACORN TIII
814
RM BAR 45-2374
}----}0.870 ORM BAR
1/4- THIC0IESS.0.035M BAR RECEIVER PLATE GRABS THE STORM BAR END CONNECTOR /
THRLENGTH-1' M BAR RECEWER
ROD ACORN USED TO SECURE SHUTTER IN OPEN POSITION
13 W�CLIP CLIP USED TO SECURE SHUTTER IN OPEN POSITION /rJ
12 WALL ACORN BRASS
rCENTERLINE CENTERLINE
OF SUPPORT FOFSUPPORT
BAR SPAN `�����. CE••
NoPE0046
5 N
--'_= MUffE0.WIDTN==- S CENTERLINE ('CENTERLINE rCNiERLTNE CENTERLINE ��OT'•' S7A7E OF
OF SUPPORT I OF SUPPORT m m f OF SUPPORT OF SUPPORT i •'+c<ONIDP, N III�AAA
BAR SPAN 11 I BAR SPAN rs0NALII �Q
z
— ----- tl °Ft tl °Ft tl
lri m
H w c w
g a -- ------ _ — _ 0,c
--
............_._ — __................
CL
1 SINGLE BAR
6 1/2--V-0- MGM El" LY i4 OUT
LU- -- tga! a!
CENTERLINE CENTERLINE -- — _
`OF SUPPORT OF SUPPORT
BAR SPAN r _ N
ZR
I
----- - -- 9 Br
rr
LL
Im
S M— Hurrik
--- a _... ._.... .. ...:.":.._.. —. ?0
s — 3 THREE BARS 4 FOUR BARS I flailIN��
hLIl 6 1/r-1'-0' EXTER 8" 6 1/2'-1'-0• DITER am osnmrtRuxcler�uimort
�� ----- o 1S-2374
2 TWO BARS
l•
. FRANK L 38 MKDO,P.E.
\\\IRR
STORM BAR ALLOWABLE BAR SPAN(IN)
'
3BAR 4ppa,
ALLOWABLE STORM BAR 'BAR S"BAR .,.
PRESSURE TRIB WIDTH CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE �:• No PEOD46
(PSF) (IN) 'A'OR.B. .C. .D' .E. .A.OR'B• .C. .D. .E. .A.OR.B. C. .D. .E.
24 114.4 120.0 120.0 120.0 1'14.4 124.0 124.0 124.0 114.4 124.0 124.0 124.0
30 93.9 112.3 112.3 112.3 93.9 124.0 124.0 324.0 93.9 124.0 124.0 124.0 r p `w C z
36 80.3 106.4 106.4 106.4 80.3 124.0 124.0 124A 80.3 124.0 124.0 124.0 �� STATE 0 � � S
42 70.5 101.6 101.6 101.6 70.5 124.0 124.0 124.0 70.5 124.0 124.0 124.0 i
48 63,2 97.7 97.7 97.7 63.2 114.4 121:9 121.9 63.2 114.4 124.0 124.0 i7 s�
58' 54.4 92.5 92.5 92.5 54.4 95.7 115.2 115.2 54A 96.7 1163 124.0 ZONAL
�� ..
/l/111111 l7$
66' 49.2 86.5 89.1 89.1 49.2 86.5 103.6 110.9 49.2 86.5 103.6 124.0 Q Z
76 44.3 76.7 6S.6 85.6 44.3 76.7 91.6 106.3 44.3 76.7 91.6 124.0 r
24 99.8 114.6 114.6 114.6 99.6 124.0 124.0 124.0 99.8 124.0 124.0 124,0
30 82.2 107.2 107.2 107.2 82.2 129.0 124.0 124.0 82.2 124.0 124.0 124.0
36 70.5 101.6 101.6 101.6 70.5 124.0 124.0 124.0 70.5 124.0 121.0 124.0
+/-35 42 62.2 97.1 97.1 97.1 62.2 112.3 121.2 121.2 62.2 112.3 124.0 124.0 0 w U
48 55.9 93.4 93.4 93.4 55.9 99.8 116.4 116.4 55.9 99.8 120.0 124.0 O
f 58' 4&3 84.6 88.5 88.5 48.3 84.6 101.4 110.0 48.3 84.6 101A 124.0
66" 4.9 75.8 85.2 85.2 43.9 75.8 90.5 105.9 43.9 75.8 90.5 123.4
76' 39.7 67.4 80.2 81.9 39.7 67.4 BO.2 101.6 39.7 67.4 80.2 108.8
24 88.8 110.1 110.1 110.1 88.8 124.0 124.0 124.0 88.8 124.0 124.0 124.0 9
73A 103.1 103.1 73.4 124.0 124.0 124.0 73.4 124.0 124.0 124.0 Q. C
36 63.2 97.7 97.7 97.7 63.2 1148 116A 121.4 63.2 1148 124.0 124.0 0 6S'-mtr
55.9 93.4 93.4 55.9 99.8 1164 116.4 55.9 99,8 120.0 124,0 O SE
48 50.4 88.8 89.9 89.9 50.4 88.8 106.5 111.9 50.4 88.8 1065 124.0 V =
58' 43.8 75.6 85.1 85.1 43.8 75.6 90.2 105.8 43.8 75.6 90.2 123.0 ce E ¢a
66- 39.9 67.9 80.7 82.0 39.9 67.9 80.7 101.6 39.9 67.9 80.7 109.5 W q B
76- 36.3 60.5 71.7 78.8 36.3 60.5 71.7 96.7 36.3 60.5 71.7 96.7 1 g
24 80.3 106.4 106.4 106.4 80.3 124.0 124.0 1 124.0 80.3 124.0 124.0 124.0
30 66.6 99.6 1 99.6 99.6 66.6 121.2 124.0 124.0 66.6 1 121.2 124.0 124.0 L
36 57.5V94.4 94.4 .94.4 57.5 103.0 117.7 117.7 57.s 103.0 124.0 124.042 51.0 90.3 90.3 51.0 90.0 108.0 112.4 51.0 90.0 108,0 124.0 U) i 3+/-45 48 46.1 86.9 86.9 46.1 80.3 96.0 108.0 46.1 80.3 96.0 124.0 y• i58• 40.2 81.5 82.3 40.2 6&5 81.5 1022 40.2 68.5 81.5 110.6Z66' 36.8 73.1 79.3 36.8 61.6 73.1 98.4 36.8 61.6 73.1 98.7 76* 33.6 65.1 76.3 33.6 55.1 65.1 87.3 33.6 55.1 65.1 67.324 73.4 103.1 103.1 73.4 124.0 124.0 124.0 73.4 124.0 124.0 124.0 rE30 61.2 96.6 96.6 61.2 110.3 120.4 120.4 61.2 110.3 124.0 124.0 W
36 53.0 . 91.6 91.6 53.0 93.9 112.8 114.1 53.0 93.9 112.6 I24.0 ll.
+/-50 42 47.1 82.2 1 87.6 67.6 47.1 62.2 98.4 108.9 47.1 1 S2.2 98.4 124.0
48 42.7 73.4 84.3 84.3 42.7 73.4 87.6 104.7 42.7 73.4 87.6 119.3
58• 374 62.8 74.6 79.9 37.4 62.8 74.6 99.1 37.4 62.8 74.6 100.6
66- 34.3 56.7 67.0 77.0 34.3 56.7 '67.0 90.0 34.3 56.7 67.0 90.0 ag '
76• 31.4 50.3 59.7 74.0 31.4 50.8 59.7 79.7 31.4 50.8 59.7 79.7 a 3 $
24 67.9 100.3 100.3 100.3 67.9 123.7 124.0 124.0 67.9 123.7 124.0 124.0 a
30 56.7 93.9 93.9 93.9 56.7 101.4 117.1 117.1 56.7 IOTA 122.0 124.0 a d
' 36 49.2 86.5 89.1 89.1 1 49.2 86.5 103.6 110.9 49.2 86.5 103.6 1 124.0
g
+/-SS 42 43.9 75.8 85.2 85.2 1 43.9 1 75.8 90.s 1 105.9 43.9 75.8 90.5 1 123.4 LOAD TABLE INSTRUCTIONS: Iddigil
C 48 39.9 67.9 80.7 82.0 1 39.9 67.9 80.7 101.8 39.9 67.9 80.7 1 109.5 1. DETERMINE THE REQUIRED DESIGN PRESSURE AND
S8. 35.1 5&2 1 68.9 77.8 3S.1 5&2 68.9 92.7 3S.1 58.2 68.9 92.7 STORM BUR TRIBUTARY WIDTH,
66- 32.3 52.6 62.0 75.0 32.3 52.6 62.0 82.9 32.3 1 52.6 62.0 82.9 2. FIND THE APPLICABLE DESIGN PRESSURE IN THE 1ST Q �•
76- 29.6 47.3 55.4 72.1 29.6 47.3 55.4 73.6 29.6 47.3 55.4 73.6 COLUMN&STORM BARTRIBUTARY WIDTH IN THE 2ND a
24 63.2 97.7 97.7 97.7 63.2 114.4 121.9 123.9 632 114.4 124.0 124.0 COLUMN.GO ACROSS THE STORM BAR/CONNECTION TYPE 9
30 53.0 91.6 91.6 91.6 S3.0 93.9 112.0 114.1 53.093.9 112.6 124.0 COLUMNS UNTIL YOU HAVE A STORM BAR AND CONNECTION d
36 46.1 80.3 86.9 86.9 46.1' 80.3 96.0 108.0 46.1 80.3 96.0 174.0 TYPE WHICH MEETS THE REQUIRED STORM BAR SPAN.USE E
42 46.3 70.5 83.1 83.1 41.3 70.5 84.0 103.2 41.3 70.5 84.0 114.2 THAT BAR&THAT CONNECTION.NOTE THAT IF YOU DECIDE 4'A"WFMKLBBIRYDOPE
+/-60 THAT THE BAR&/OR CONNECTION IS 700 LARGE FOR YOUR 15-2374
48 37.6 63.2 75.0 60.0 37.6 63.2 75.0 99.3 37.6 63.2 75.0 101.4 LIKING,ADD A BAR&REPEAT THESE INSTRUCTIONS.
58• 33.2 54.4 64.1 75.9 33.2 54.4 64.1 86.0 33.2 54.4 64.1 86.0 3. NOTE THAT WHEN MORE THAN ONE BAR 15 USED KCAtb
66• 30.6 49.2 57.8 73.2 30.6 49.2 57.8 77.0 30.6 49.2 57.8 77.0 WITH ONE SHUTTER,THE MAXIMUM STORM BAR TRIBUTARY PAGN DKKOmnmi.
76• 28.2 44.3 SS.B 68.5 28.2 44.3 51.8 68.5 28.2 44.3 51.8 68.5 WIDTH MAY NOT EXCEED 48'.
1.ALL PRESSURES ARE FOR BOTH POSITIVE&NEGATIVE AND ARE PSF,
2.REF.SHEET 4 FOR CONNECTION TYPES&DETAILS.
.APPLIES TO SINGLE BAR SHUTTERS ONLY
. F.Mn� er"Rm P.e.
STORM BAR ALLOWABLE BAR SPAN(IN)
3"BAR 4"BAR 5"BAR �Q� •�
ALLOWABLET
2'.••
PRESSURE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE �; No PE0048
(PSF) 'A"OR"B" "C "D' 'E' 'A'OR"B' "C 'D" 'E" "A"OR"B" "C "D' 'E" -
59.3 95.5 95.5 9565 59.3 106.5 11980 119.0 59.3 106.5 124.0 124.0 .. 7E' G SN
49.8 87.6 89.5 89.5 49.8 87.6 105.0 111.4 49.8 87.6 105.0 124.0OTA
43,5 75,0 84.9 84.9 43,5 75.0 89.5 105.5 43.5 75.0 89.5 122,0 '-Q' STATE O �r $ V1
39.0 65.0 78.5 81.3 39.0 66.0 78.5 100.8 39.0 66.0 78.5 106.3 �<ORIDP+/-6535.6 59,3 70.2 '78.3 35.6 59.3 70.2 94.5 35.6 59.3 70.2 94.5 i'CS m •��t• N•
58' 31.6 51.1 60.1 74.2 31.6 51.1 60.1 80.3 31.6 51.1 60.1 80.3 �'�YS/QNAL• 0aa
66' 29.2 46.4 54.3 71.6 29.2 46.4 54.3 72.0 29.2 45.4 54.3 72.0
76' 26.9 41.8 48.7 "A 26,9 41.8 48.7 64.1 26.9 41.8 48,7 64.1 °
Q
M
m
24 55.9 93.4 93.4 93.4 55.9 99.8 116.4 116.4 1 55.9 99.8 120.0 1 124.0 � ry 0
30 47.1 82.2 87.6 87.6 47.1 622 98.4 108.9 47.1 82.2 98.4 124.0 3"I W aI
36 41.3 70.5 83.1 83.1 41.3 70.5 84.0 103.2 41.3 70.5 84.0 114.2 N y.
+/-70 42 37.1 62.2 73.7 79.6 37.1 52.2 73.7 98.7' 37.1 62.2 73.7 99.6 14 W u
48 33.9 55.9 66.0 76.6 33.9 55.9 66.0 88.6 33.9 55.9 66.0 88.6
58' 30.2 48.3 56.7 72.7 30,2 46.3 56.7 75.4 30.2 48.3 56.7 75.4
66" 28.0 43.9 51.3 67.7 28.0 43.9 51.3 67.7 28.0 43.9 51.3 67.7
76' 25.9 39.7 46.1 60.4 25.9 39.7 46.1 60.4 25.9 39.7 46,1 60.4
24 53.0 91.6 91.6 91.6 1 53.0 93.9 112.8 114.1 53.0 93.9 112.8 124.0 9
F 30 44.6 77.5 1 85.9 65.9 44.8 1 77.5 92.6 1 106.7 44.8 77.5 92.6 124,0 a
47. 36 39.3 66.6 792 81.5 39,3 1 66.6 79.2 1 101.1 39.3 66.6 79.2 107.3 1 w
8 +/-75 42 35.4 58.6 69.6 78.0 35.4 58.8 69.6 93.7 35.4 58.8 69.6 93.7 1 LOAD TABLE INSTRUCTIONS: 0
555 48 32.5 53.0 62.4 752 32.5 53.0 62.4 83.5 32.5 53.0 62.4 83.5 V
SIGN PRESSURE 1. DETERMINE THE REQUIRED DEESSRE AND
w = e
58' 289 45.9 53.7 71.2 28.9 45.9 53.7 71.2 28.9 45.9 53.7 71.2 w
W
STORM BAR TRIBUTARY WIDTH. U E
w
66' 26.9 41.8 48.7 64.0 26,9 41.8 48.7 .0 26.9 41.8 48.7 64.0
76' 24.9 37.9 43.8 57.2 24.9 37.9 43.8 57.2 24.9 37.9 43.8 57.2 2. FIND THE APPLICABLE DESIGN PRESSURE IN THE IST W g^ Q z y
COLUMN d STORM BAR TRIBUTARY WIDTH IN THE 2ND a }5@F s d
24 50.4 88.8 89.9 89.9 50,4 88.8 1D6.5 111.9 50.4 88.8 106.5 124.0 COLUMN. GO ACROSS THE STORM BARJCONNECTION TYPE
30 42.7 MS1.1
84.3 42.7 73.4 87.6 104.7 42.7 73.4 87.6 119.3 COLUMNS UNTIL YOU HAVE A STORM BAR AND CONNECTION
36 37.6 80.0 37.6 63.2 75.0 99.3 37.6 63.2 75.0 101.4 TYPE WHICH MEETS THE REQUIRED STORM BAR SPAN. USE _ d
42 33.9 76.6 33.9 55.9 66.0 88.6 33.9 SS.9 66.0 88.6 THAT BAR dTHAT CONNECTION.NOTE THAT IF YOU DECIDE
+/-80 THAT THE BAR&/OR CONNECTION IS TOO LARGE FOR YOUR
48 31.2 S.
73.8 312 50.4 59.3 79.0 31.2 50.4 59.3 79.0 LiIONG,ADD A BAR d REPEAT THESE INSTRUCTIONS. m
58' 27.9 67.5 27.9 43.8 51.1 67.5 27.9 43.8 3. NOTE.THATWHEN MORE THAN ONE BAR IS USED
66• 26.0 60.8 26.0 39.9 46.4 60.8 26.0 39.9 46.4 60.8 WITH ONE SHUTTER,THE MA)IIMUM STORM BAR TRIBUTARY H76' 24.1 54.3 24.1 36.3 41.8 54.3 24.1 36.3 41.8 54.3 WIDTH MAY NOT IXCl7ID 48•.
1.ALL PRESSURES ARE FOR LOTH POSITIVE d NEGATIVE AND ARE PSF.
2.RLE.SHEET 4 FOR CONNECTION TYPES d DETAILS. _
-APPLIES TO SINGLE BAR SHUTTERS ONLY LL
ie3
1I191111 a ib
dP840RRlYRLeFIPNODPE
15-2374
6
s
S �
III