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Product Approval Menu>Product or Application Search>Aoolication List>Application Detail
FL# FL6412-R5
Application Type Revision
Code Version 2017
Application Status Approved
,w may' Comments i
Archived ❑
Product Manufacturer Folding Shutter Corporation II
Address/Phone/Email 7089 Hemstreet Place
West Palm Beach, FL 33413
(561) 683-4811 Ext 7675
edh@foldingshutters.com
.;1
Authorized Signature Frank Bennardo
frank@engineeringexpress.com
� I
Technical Representative
Address/Phone/Email it
Quality Assurance Representative Ed Heritage
3 Address/Phone/Email 7089 Hemstreet Place
'& West Palm Beach, FL 33413
(561) 209-7675
edh@foldingshutters.com
a,. Category Shutters
Subcategory Bahama
I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
;j
Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. ;I
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity PFS Corporation
fry Quality Assurance Contract Expiration Date 12/31/2018
Validated
Zt Y B y Troy Bishop, P.E.
E! Validation Checklist- Hardcopy Received
Certificate of Independence FL6412 R5 COI Indeo.odf
i
i Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
' F I
r TAS 202 1994
r =a� TAS 203 1994
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 Waj j 2l 16ABzdNWDZgzj!... 2/26/2018
.I
Florida Building Code Online Page 2 of
Equivalence of Product Standards
Certified By i
Sections from the Code
"'l I
Prod uct-App rova I Method - Method 1 Option-D
Date Submitted 08/14/2017
Date Validated 08/16/2017
{ ?' Date Pending FBC Approval 08/20/2017
Date Approved 10/10/2017
}
, a
5umma of Products
FL# Modei,Number-or Name Description
6412.1 Impact Bahama Shutter Impact Bahama Shutter
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL6412 R5 II Dwg.pdf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +80psf/-80psf Evaluation Reports
Other: See engineering drawings for design limitations FL6412 R5 AE Eval.pdf
(allowable pressures &spans, mounting conditions, anchor Created by Independent Third Party: Yes
options, etc.)
-------------
Jld 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
e4
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 b hone or traditional mail.If you have an p
� ty. y p y y y questions, lease contact 850.487.1395. Pursuant to
#I 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 emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
rr 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 here.
Product Approval Accepts:
99 M
Credit Card
Safe
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 Wajj2116ABzdNWDZgzj... 2/26/2018
r Mcastle
Impact Windows
FACTORY DIRECT SINCE 1969 `
COMPLETE HURRICANE PROTECTION SOLUTIONS
18620r Martin Luther long Blvd
Riviera Beach,R.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.
JIL Risk Category: II
Design Pressure Calculations !I
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 Int 23.75 35.5 7 35.6 -38.6
2 Int 36 24 7 35.6 -38.6
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Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code.
Page 1 of 1
Opening Anchor
unit Wall p g Size Shutter Shutter Shutter Storm Bars Spacing
No. pressure W x H Width Height Span Req'd Top
Bottom
1 -38.6 23.75"x 253/4 387/8 N/A No 12"o.c.
35.5" 12"o.c.
2 -38.6 36"x 24" 38 271/4 N/A No 12"o.c.12"o.c.
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IMPACT BAHAMA SHUTTER RIRXL6E9No,Pl�
UNLIMITED WIDTHS 4'-8'MAX.•
2'-4°MAX. 2`4"MAX.+2'-4"MAX.—}-2'-4"MAX. 12 11 VI MAX.--}---2'-4"MAX. 2'-4"MAX. = :• NO F •''•
3 I 12 11
4B 4A .__..—.
..----.__.........._. ......._.._'-----_.. ...... - __....._ .. .. ----'---- - - - u
4D 4C 4D 4C ij s
.-._..........__._. ...__....._.___.-._._ - _ ....—__..____ OPIIONAL 1/4" ....._ ,r,�, OPRONAL 1/4•
..... ............._...... ........................_... ..................... .. ....................
........................... ....................... ................ Q
ODC"HOffS 0 38 ....................:..:. "...:.:. O.r_ RE5 UA
......... ....._ O.G FOR VISUAL ... .. ... ......... O.G FOR VISUAL ........._..._._...;. JI m
THOUGH
SMRUTIER WHEN -'-'_.:._..__.._ .....____.._..._ SHRROUG WHEN
.. SMILAR _.-. _ — O HSOLE51iN FA. 1 2 -__...— OFOHOLE51INR
EA. 1 2 "'__ $3got
„.. BLADE) 6 _ __ _ _-__ SLAD 6 M W
6 S Am CONNESTORMC IO _ .. ..+� -- SEE'STORM BAR 0�U w
5 END CONNECTION '- -- O
BOTH SIDES --.._--.=.. V
_ DETAILS'ON _
DETAILS"ON
c 80T}1 Sf g' SHEET 7,TYP.
- - --
- ------ - _� -_- m
--- STORM BAR: -- —'— STORM BAR: _- a
3'TUBE � 1 O=3'TUBE �- 1 O
O7 .4'TUBE O7 .4'TUBE .._....._.__.___. V
OS'TUBE _.____. ..__ BO.S"TUBE (a 7uti
SHUTTER ARMS; gay
SEE ARM SPACING
SLE:RM SPACINARMSG 2 r-ru
TABLES ON SHEETS
-- _- 4 SUBSTRATES. _ — 4 A 5 FOR VARIO5 FOR VARIOUS TABLES ON US -_ — 21
SUBSTRATES. -..
SEE VERTICAL SECRONS FOR 13 14 1,2 1,2,3 SEE'FRAME CORNER 1,2 1,2;3 SEE"FRAME CORNER 1,2 1,2,3
FASTENING TO WALL,TYPICAL 2-3 4-5 ASSEMBLY'(SHEETS) 13 14 2.3 4-5 ASSEMBLY"(SHEET 6) 2_3 4-S C7 0
UNLESS OTHERWISE NOTED. N all
SEE"OPTIONAL BASE CLIP
13 14
O[TAR'ON SHEET 30 Q W
3 1 MULTI PANEL SHUTTER SEE SHEETS 9R10FOR OJ
SPACING REQUIREMENTS �1 DOUBLE PANEL SHUTTER 31 SINGLE PANEL SHUTTER
1 1/2'.1'-0' EXTERIOR ELEVATION OF STORM BARS FOR 1/2".lb' EXTERIOR ELEVATION 2'.1'-0' EXTERIOR ELEVATION SINGLE SHUTTERS.
BAR 1 1 V
SHllTTHLS.
SS MAXIMUM GENERAL NOTES:
G 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED ASA URGE AND SMALL MISSILE IMPACT MPH),30'MRH,EXTERIOR ZONE 5,IN ACCORDANCE WITH THE BUILDING CODE SPCQFIED
ALLOWABLE PROTECTIVE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH HEREIN SEE WALLCLIP DETAILS FOR AP 'OPEN SHUTTER"CONDITIONS. ^ �'
y` EDITION(2017)FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE('HVHZ'),PER TAS SHUTTERS MUST BE CLOSED WHEN FASTEST MILE WIND SPEEDS REACH 75 MPH OR d
WIND LOADS 201,202,A 203 TEST PROTOODLS. GRFATEa WHEN CLOSED,THE OWNER SHALL BE RESPONSIBLE FOR SECURING THE ggg
SHUTTER AS REQ'D. q q d d
2. NO 33-1/376 INCREASE IM ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCE. 10.THE SYSTEM DETAILED HEREIN 6 GENERIC AND DOES NOT PROVIDE INFORMATION ¢¢ O
POSITIVE FOR
NEGATIVE DESIGN PRESSURES WIND LOAD DURATION FACTOR DESIGN
HAS BEEN USED FOR WOOD ANCHOR DESIGN.
CALCULATED FOR USE HER THIS SYSTEM SMALL 3. POSITIVE AND NEGATIVE DESIGN PBS IN ACC R BE USED WITH THESE GOVERNING
SHALL BE FORA SPECIFIC SITE•IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED gg
BE SIS IN ACCO D OTHERS ON A GOVERNING
DETERMINED BY OTHERS FOR SPECIFIC ROBS 5 ACCORDANCE WITH THE GOVERNING CODE. HEREIN,A LICENSED ENGINEER JU REGISTERED THIS DOCUMENT.SHALL PREPARE SITE SPECIFIC d d E
BASIS IN ACCORDANCE WITH THE GOVERNING 4. SHllRAT SYSTEM TA SHOWN HEREIN IS APPROVED FOR USE WITH ANY NUMBER OF PANELS DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS OOCIIMENT,
CODE.SITE-SPECIFIC PRESSURE REQUIREMENTS PROVIDED THAT THE LIMITATIONS OF USE FOR STORM 81185 AND FOR SINGLE SPAN SHUTTERS AS SHOWN 11.THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH
AS DETERMINED IN ACCORDANCE WITH ASCE ON SHEETS 9 AND 10 ARE NOT EXCEEDED.MAXIMUM PANEL WIDTH AND MAXIMUM OVERALL SHUTTER WHICH THIS DESIGN 15 USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL
7-10 AND CHAPTER 1609 OF THE FLORIDA HEIGHT AS NOTED ABOVE SHALL NOT BE EXCEEDED. SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE g 8
BUILDING CODE SHALL BE LESS THAN OR EQUAL S. WHEN STORM BARS ARE REQUIRED,OVERALL SHUTTER WIDTH SHALL NOT EXCEED DIMENSIONS PERMITTING CONTRACTOR. 2 C
TO THE POSITIVE OR NEGATIVE DESIGN NOTED ABOVE.WEIEN STORM!LABS ARE NOT REQUIRED,ANY NUMBER OF PANELS MAYBE USED(INFINITE 12.ALL COMPONENTS SHALL CONFORM TO THEIR RESPECTIVE SPECIFICATIONS AS e�
PRESSURE CAPACITY VALUES LISTED H[JLQN FOR OVERALL WIDTH WITH 2'-4'NAX PANEL WIDTH. NOTED HEREIN. !C A
ANY ASSEMBLY AS SHOWN. 6. THE NUM 0 STORM BARS TILED ED FOR EACH SHIRTER TYPICALLY VARIES FROM 1 TO 3 O IS 13.ALL EXTRUSIONS SHALL BE 6063-TS ALUMINUM ALLOY,UNLESS NOTED OTHERWISE �, v
DEPENDENT ON SHUTTER SIZE A REQUIRED DESIGN PRESSURE.SIL:ELEVATION DETAILS 4 LOAD TABLES ON 14.SHUTTERS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PE0.
SHEETS 9 6;10 FOR STORM BAR REQl11REMENTS. ASSEMBLY,LOCATED ON THE BOTTOM PLACED ON THE BACK OF THE SHUTTER, OYngif LBMnImOVE
-SEE SHEERER ELEVATIONS ON SHEET 9 Q STORM 7. MINIMUM SEPARATION BETWEEN SHUTTER(IN CLOSED POSITION))S GLAZING SHALL BE AS FOLLOWS: CONTAJNING THE FOLLOWING:
BAR TABLES ON SHEET 10 FOR DESIGN • INSIDE THE INH2,ASTM WIND 20NE 4 AND ESSENTIAL FAl3LIT1ES• 9.35 MIN SEPAR FOLDING SHUTTER CORPORATION 15-2373
PRESSURES AS CONTROLLED BY SHUTTER WIDTH • OUTSIDE THE HVHT ASTM WIND ZONE 4 AND ESSENTIAL FACILITIES: NO SEPAR REQ'D WEST PALM BEACH,FL
B STORM BAR SPACING. WHEN USED OUTSIDE THE HVHZ,ASTM WIND ZONE 4,AND ESSENTIAL FAQLI11E5,TNS SHUTTER SYSTEM TAS 201,202,S 203 PAre ooaarrsoN, ,
CONST EA. ANON-POROUS ASSEMBLY A5 DEFINED IN THE ASTM E19%-06 STANDARD. FLORIDA PRODUCT APPROVAL NUMBER
8. EACH SHUTTER SHALL HAVE A IEGmLE A READILY VISIBLE MARUONG INSTRUCTING THE 15.THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS
SEE GENERAL NOTES FOR MINIMUM OWNEWTENNANT TO SECURE THE SHUTTER WITH BRACKETS 9 STORM BARS,PER THESE APPROVED AND CORRESPONDING LOADS SHOWN HEREIN.
SEPARATION BETWEEN SHUTTER R GLAZING DRAWINGS,DURING PERIODS OF HURRICANE WARNINGS. 16.ALL BOLTS,NUTS,B WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,
9. THIS SYSTEM LUES BEEN DESIGNED TO WITHSTAND WIND PRESSURES,IN THE OPEN POSITION, STAINLESS STEEL,OR ALUMINUM ALLOY 2024-T4 OR 7075-TS. NO
RESULTING FROM FASTEST MILE WIND SPEEDS UP TO 7S MPH(3-SECOND GUST WIND SPEED UP TO 115 17.STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE
5 COAT OF ZINC CHROMATE PRIMER OR SHALL BE GALVANIZED.
8
r 1
. .. .. .. FRM L BERNARDO,P.
ANCHORS PER ANCHOR ANCHOR SCHEDULE t 6319
SCHEDULE,1"MAX FROM MAXIMUM SPACING
ENDS,SPACING PER ANCHOR ANCHORTYPE SUBSTRATE MINIMUM MINIMUM EDGE MAXIMUM SPACING FOR FOR CUM SPACING
ANCHOR SCHEDULE. NO. EMBEDMENT DISTANCE MNGEANCHOR9 BOTTOM ANS, `���
A 01231OSSSMSORSM 0`053 1.12 3M' lro.G 1C D.C.
MIN w000 NO P
1/2' EMBED B 1/t'6iANLAPCONESS EEL ITW CONCRETE 1-7/{' 1• it O.C. 1r O.C. -*� pM*_
�D —e
Q VV STAINLESS STEEL �p '•,
11 12 C TAPCON RW CONCRETE t-1/1' 2.12 7Y O,G tr O.C. O Si tiH 8 m
3/16-ALUM.POP RIVET D 1f1'STAITNLESSSIEELnw APCON BLOCK 1.11' 1' 9310'o.C. 8-sir O.C.
OR NO.6 S.S.SMS SCREW19
EXISTING HOST
1'FROM ENDS h MAX.6' STRUCTURE SY E 1/{STA"IESSTAPCSTEEL ITW BLOCK 1.1/1' 2-72 9.313"O.C. 9.31 O.C. L9 m z$
O. OTHERS,TYP. QQ
-- 2 F 1/420 ALL POINTS SOLID-SET CONCRETE/ 7/3' 1-1/1• 1r O.C. 1r O.C. w-
03
--- EXISTING EXTERIOR FINISH SCREWANCHOR BLOCK 9 ® -'
4C 1/420 ELCO PANEIMATE 0-053 (�
G MALFJFB2A WDOD 1.7/3 G' 3U' fe'G16'O.G
rN 1N-20 ELCO PANEL141TE CONCRETE 1-Y4" 2.12 1r O.C. lr O.C. 0� 4
!> H 1/420EELCO PANELMATE BLOCK 1.1q' 2' 1Y O.C.
1/4'STI-BOLT S WING
NUT(2 PER BAR CLIP) 1 '
a
'To FA INTER-
IATE ANCHOR SCHEDULE NOTES: 0 5
1. ANCHORS SHALL BE INSTALLED IN AOCORDANCE WITH MANUFACNRERS'RECOMMENDATIONS
4A 4B 2. TAPCONS SPECIFIED HEREIN SHALL BE MANUF CNRED BY ITV.'ELCO PANELMATE'ANCHORS MAY BE MALE OR FEMALE.
3. WHERE ANCHORS pASTEN TO NARROW FACE OF SND FRAMING ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2X(MIN) IjJ n D
WOOD STUD(I.e.3L"_EDGE DIS�ANCE{5�1CCEPTABLE FORSAN' 1 TO WOOD FRAMING).
/ 4. WOOD HOST U RE SHALL E'SO ERN P1NP G�0 S OR GREATER DENSITY F i M
S. iINIMUM EMBEDMENT EDGE DISTANCE AND SPACING SHALL BE AS NOTED IN ANCHOR SCHEDULE MINIMUM EMBEDMENT AND t•'F Fa
GE DISTANCE IXCLISDES STUDOD FOAM BRICK AND OTHER WALL " HES
O
b. ALL CONCRETE ANCHORS SPECIREd HEREIW SHALL SE INSTALLED TO UON-CRAt KED CONQiE7E ONLY.
7. WHERE EX NG STRUFM IS WOOD�gAMING EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT FASTENERS ARE INTO = m
4 ADERUATE WOOD FRAMING MEMBE0.5 NOT INTO LYWOOD
0. AN ORS H !7 AND K SHALL BE INSTALLED 1 4-20 N16 SS MACHINE SCREW 00.WASHERED NUT AS APPLICABLE MACHINE
rJ f S
HEA,OR WAFER HFVE.ADD(-SIDEWALK BBOLr)AUGN OE OF THREADS IN BASE ANCHOR AND MAY HAVE ETTHER A PAN HEAD,TRUSS a Ga j G
`— / •SEE"OPTIONAL BASE CLIP'DETAIL ON SHEET 10 FOR USE OF CUPS NO.14 IN LIEU OF CONTINUOUS ANGLE 1�•{ Nf S
6 7 0 S Q 333 ,ya
TO EA INTER- O
SEE"STORM BAR TO 1/4'(pEBOLT&R BAR CLING MEDIATE MULLION
JML
MULLION CONNECTON 4D EXISTING EXTERIOR FINISH TYP.DETAR'ON SHL 6
S 2 EXLSTJNG HOST NUT
STRUCTURE BY
OTHERS,TYP. a f
1/4"ALUMINUM RIVNUTS T
OR 1/4'BRASS 3ACKNUTS ZZZ
1'FROM ENDS A MAX,12' r�dsl
i
O.C. NTN W SHUTTER MAY BE INSTALLED WITH STORM BAR AT BOTTOM IN I d d g g f i f +I
3/4' EMBED LIEU OF CONTINUOUS ANGLE OR CLIPS.STORM BAR SIZE AND
e MAX. .m INSTALLATION SHALL BE AS FOLLOWS:
6 7 B .
• FOR SINGLE SPAN SHUTTER WITH NO ADDITIONAL STORM
G ,
BARS USE 3'STORM BAR FOR SHUTTER WIDTH UP TO B6"
AND 4"STORM BAR FOR SHUTTER WIDTH UP TO 93' y
INSTALLED PER CONNECTION"D'
1/2' • FOR MULTI-SPAN SHUTTER MATCH STORM BAR SIZE AND a
SDE TAIL'OPTIONALSHEET 1 FORLIP* MIN. INSTALLATION TO THAT OF RMUIRFD STORM BARS. I0Pn00RRGVfL9BiYlOOFE
DETAIL ON SHEET 10 FOR
USE OF CUPS NO.14 IN ANCHORS PER ANCHOR
LIEU OF CONTINUOUS 13 SCHEDULE,I'MAX FROM .15-2373
ANGLE NO.13,AS SHOWN ENDS,SPACING PER Yt MAX s1aLc,
ALLOWABLE
HI:It€Ad,TYP. ANCHOR SCHEDULE. GAP TMP PAGE Q2SM MDN�
TYP FACE MOUNT TYP TRAP MOUNT
1 VERTICAL SECTION t-2 VERTICAL SECTION ^ 1®
2 6•=V-D' VERTSECTION 2 6'•1'-0' VERTSECTION
. MMK L SEENHARD0,P.E.
1/4'ITW TAPCON 1'FROM
ENDS&MAX SPACING PER VAL �� � •1,{G ],
ANCHOR SCHEDULE. EMBED WOOD
HOST, STRUCTURE
BY No PEO y
MIN
EMBED Z
" EQUAL :pOH'•, STATE
11 12 11 12
#12S.WOODSHS,SDS OR �i�tcS+s' <OR .91p
ENDS&MAX SPACING PER 1-FROMi��TT 0 i I
N1 L
3/16'ALUM.POP RIVET EDGE OF BLOCK,OR 3/16"ALUM.POP RIVET U
OR NO.6 S.S.SMS SCREW ANCHOR SCHEDULE. Qa m
_.. P FROM ENDS&MAX 6' CONCRETE BY OTHERS OR N0.6 S.S.SMS ya
(NOT INCLUDING SCREW 1'FROM ENDS& � N 9
FINISHES),TYP. MAX.6"O.C. NO.8 SS SMS OR NOTE:FASTENERS MAY W'„ Ou N w l E
2 2 3/16"RIVET.1 AT �` D
BE PUKED IN EITHER 3 0!..
NO.8 SS SMS OR EA END&AT HEAD FRAMING STUD OR W w
E 3/16'RIVET.(1)AT MIDDLE OF SPAN WALL STUDS O w W
N 4C EA.END&AT MIDDLE 4C TO HOLD TUBE TO ti
OF SPAN TO MOLD HINGE.
TUBE TO HINGE.
1 MIN.1X1.SX0.062 ALUM.TUBE 1 MIN.IX1.SX0.062 ALUM.TUBE
OR MAX.2X3X0.125 ALUM TUBE OR MAX.2X3XC.12S ALUM TUBE 0.
AROUND OPENING AS REQ'D TO AROUND OPENING AS REQ'D TO
OBTAIN REQ'D GLASS OBTAIN REQ'D GLASS
DISTANCE OF MIN.3.35" DISTANCE OF MIN.3.35" O c
4A 48 4A 48 V
0.8 55 SMS OR 3/16'RIVET.
NO.8 55 SMS OR 3/16'RIVET. N <
(1)AT EA.END&AT MIDDLE OF (1)AT EA.E & M (L n
SPAN 7D HONDLD TAT MIDDLE OF q
UBE TO ANGLE. g •
SPAN TO HOLD TUBE TO ANGLE. p
MIN.IX1.SX0.062 ALUM.TUBE MIN.1%1.5X0.062 ALUM.TUBE F�
4D OR MAX.2%3X0.125 ALUM TUBE 4D OR MAX.2%3X0.125 ALUM TUBE = O
AROUND OPENING AS REQ'D TO AROUND OPENING AS REQ'D TO = m
OBTAIN REQ'D GLASS
2 OBTAIN REQ'D GLASS 2 DISTANCE OF MIN.3.35' N
DISTANCE OF MIN.3.35" a
1/4'ALUMINUM RIVNUTS 1/4"ALUMINUM RIVNUIS .a{{
WOOD HOST STRUCTURE Z
OR 1/4'BRASS JACKNUTS OR 1/4'BRASS 3ACKNUTS
1"FROM ENDS&MA)L 12" 1"FROM ENDS&MAX.12" BY OTHERS,TYP.
D.C. O.c J
WW�77 O 5
MIN uyd
EMBED ra NOTE:FASTENERS
%PERANCHOR
MAY BE PLACED IN
SILL FRAMING OR gg
EDGE OF BLOCK,OR � WALL STUDS.
5/8"MIN. CONCRETE BY OTHERS 1/2'MIN.{---}
(NOT INCLUDING q d �ea
SEE'OPTIONAL BASE CLIP' 13 FINISHES),TYP. SEE"OPTIONAL BASE 13 CO
DETAIL ON SHEET 30 FOR 1/4.20 ELCO PANELMATE OR GIP"DETAIL ON SHEET PANEMAX1'FROM ®g dd
USE OF GIPS NO.14 IN 1/4-20 ALL POINTS SOLID-SET, 10 FOR USE OF CLIPS ASPACING d d 8 U i l 2
LIEU OF CONTINUOUS 1"FROM ENDS&MAX SPACING NO.14 IN LIEU OF
ANGLE NO.13,AS SHOWN PER ANCHOR SCHEDULE CONTINUOUS ANGLE SCHEDULE pp
AS SHOWN
HEREIN,TYP. NO.13 H REIN,1w. i
BUILDOUT MOUNT TO BLOCK/CONC BUILDOUT MOUNT TO WOOD s�
l'N TYPICAL VERTICAL SECTION 2N TYPICAL VERTICAL SECTION I�e
3 6'.1'-0' ... 'VERT SECTION 3 6'..1'-0' VERT SECTION 07NNiRRDNLLIBNNWPE
15-2373
.wn
FOR REQUIRED ANCHOR SPACING,EDGE DISTANCE PAi6 D9CIt1IffOM,
AND EMBEDMENT,SEE ANCHOR SCHEDULE AND
ANCHOR SCHEDULE NOTES ON SHEET 2.
FRANK L.BENKANDO,P.E.
PEOW6519,
\\,1111111 �/
11 12 ARM SPACING TABLE 1 \\\\
ATTACHMENT TO BLOCK SUBSTRATE: \� � •U
NOTE: MAX ARM SPACING 1/4-20%2'S.S.
MAX BOLT THROUGH BAR THIS DETAIL IS NOPE* IJ
SHUTTER 182-PANEL 3+PANEL VALID FOR USE
THE ARMS MAYBE MOUNTED ON HEIGHT SHUTTERS SHUTTERS / &INTO 1/4-20 WITH END _
THE WALL ABOVE THE SILL LEVEL /� // RIVNUT OR MOLLY ARMS ONLY pLTH1N '. Z e - _
JACK-NUT 17
PROVIDED THE ARM'S ANGLE TO // � 24' 66' S0' / LOCA'F�if� STATE � 3
THE HORIZONTAL DOES NOT // 36° 56. � / / 1/4"-20 S.S. DII5TANCE �j�N EDGEP(ORI
46" 60" 25' / THRU-BOLT ORlS
EXCEED 30 DEGREES. // 80" 40" 20• O 1/4"DLI.ALUM. 17 ///7ONA �vQ
P. 32" 16` LOCK PIN 11111 1 <W
M• 28' 14' pTAPCONWrrH%"0MIN 98• 24" 12' W1. SEE GENERAL NOTES ON SHEET I EDGE OFBLOCK,ORFOR OPEN SHUTTER POSITRON 16CONCH OBT oo W1 3 DESIGN CRITERIA. I INCLUDING too
ANGLE MAY BE REMOVED FINISHES).TYPARM SPACING TABLE 2 WHEN SHUTTER IS INATTACHMENT TO CONCRETE SUBSTRATE: OPEN POSITION I 5/16.0 ITW CARSON STEEL
MAX ARM SPACING ♦1MA% WITH2SLEEVE B SCREWSHER UTILIZE 1W EMBED
30" SHUTTMIN EDGE
ER
SHUTTERS SHUTTERS DIST OR 2%•MINBEM ED O
y Twol/a-zDBOLTs ALTARM-TO-SHUTTER TocoNCRETEw1TH3%"MIN U 555
INTO 1/4.20 ALUM. /// 24" 56' 84" 2 CONNECTION DETAIL "AFF SPaclNG TABLES' Tn�iS
$ RrvNtlTsasBwLss 36' se- 56' US �,8
MOLLY JACK-NUTS // BRACKET NOTES 48• S8" 12- 4 N.T.S. VERT SECTION SHEET FOR SPACING OFARMS. L o 6y
1.MAY OPTION TO FASTEN BRACKET TO ANGLE 60' S6' 33` F > 114
/ WITH ONE 1/4'-20 S.S.THRU•BOLT IN LIEU 72' 66• 28' $,
OF TO THE SHUTTER FRAME. bi" 18 24"
2.BRACKET MAY BE PLACED ON VERTICAL FRAME 1 96• 1 42* 21" N
OR MULLION MEMBERS WITHIN 6'OF THE SHUTTER NOTES: OF
BASE EDGE. 1. SEE GENERAL NOTES ON SHEET 1 1/4-20%2"S.S. Z n til
SS
17 FOR OPEN SHUTTER POSITION // BOLT THROUGH BAR H 3 C A
MIN EDGE DESIGN CRITERIA. // &INTO 1/4-20 0
// _ 1/4•-20 S.S. DISTANCE RIVNUT OR MOLLY w
v �/ THRU-BOLT&NUT OR / 17 ALTERNATE
ATION /// / JACK-NUT 17 LL
ALTERNATE O
LACKKNALUM. —— —— /// 1/4"-20 S.S. DMIN EDGE
ISTANCE LOCATION
17 THRU-BOLT OR
SS ( 1/4-DLI.ALUM. 8
4 >, 17
LOCK PIN
EDGEOFBLOCK,OR °F
16 CONCRETE BY OTHERS }{ CONCRETE
BY ,OR €
c (NOT INCLUDING m.. ERS(NOT I d d i g i l I
FINISHES),TYP. 16 Z O --� INCLUDING [e
Q FINISHES),TYP.
ANGLE MAY BE REMOVED IS / SEE"ARM sPACING
WHEN SHUTTER IS IN IEMBED TABLE"ON THIS SHEET 15 EMBED FOR SPACING OF ARMS. (1)5/16.0 ITW CARBON STEEL
OPEN POSITION 1/4`•20 THUMB SCREW. 1/4'-20 THUMB SCREW TAPCON WITH�•0 MIN
WITH SLEEVE (1)5/16'0 ITW CARBON STEEL WIT1{SLEEVE WASHER UTILIZE 14"EMBED N
TAPGON WITH�A"O MIN TO BLOCK WITH 4"MIN EDGE CWVFWFMKL Fd
TABLESE°oN THIS SPACING
TWO WASHER.
OCCK UTILIZE
TH4'MW EDGE ALT- ALT ARM-TO-SH UTTER TO CONCRETE 3 MIN 15-2373
FOR SPACING OF ARMS. DISTANCE OR 2Yi MIN EMBED Q CONNECTION DETAIL IIB" EDGE DISTANCE.SEE eFun -
TO CONCRETE WITH 3%"MIN SPACING TABLES"ON THIS A.
Kcsau►rtoKl
FACE MOUNT TO BLOCK/CONC EDGE DISTANCE.SEE-ARM 4 N.T.S. VERT SECTION SHEET FOR SPAMq OF ARMS.
SPACING TABLES"ON THIS
1 OPEN SHUTTER SECTION SHEET FOR SPACING OF ARMS.
\,46'-1'-0' VERT SECTION /,T
N 6Epmwo,P.E.
Aa
11 Iz 1/4-20 X 2-S.S. No .•.
/ BOLT THROUGH BAR THIS DETAIL IS _
6IMO 1/4-20 VAUD FOR USE 17 ALOITATI ...,..C N:
NOTE: / RIVNUT OR MOLLY WITH END 3IN' / O \ Or
THE ARMS MAY BE MOUNTED ON / JACK•NUT ARMS ONLY \
14
/ O 1/4'-20 S.S. �i •.•THE WALL ABOVETHE SDI LEVEL // THRU-BOLT OR ___ �/QPROVIDED THE ARM'S ANGLE TO / 1/4'DIA.ALUM. 17 /,11 THE HORIZONTAL DOES NOT // '0 LOCK PIN WOOD HOSTWITH%"o MIN WASHER
EXCEED 30 DEGREES. / // STRUCTUREARM SPACING TABLE 3 Y OTHERS,ATTACHMENTTOWOODSUBSTRATE: TYP.MAX ARM SPACING I6 MAX SHUTTER 162-PANEL 3*PANEL IN.
1 3. HEIGHT SHUTTERS SHUTTERS ANGLE MAY BE REMOVED O D �•
2q• 5g• Bq• WHEN SHUTTER 151N 15
g2• OPEN POSITION d
48' 56' 47• 1/4"•20 THUMB SCREW (2)i14"S.S.LAG BOLTS
37 WITH SLEEVE 1)'e°TMP• WITH I%-MIN THREAD O
ape 72• 66'_ 31' SPACING PENETRATION A II'i MIN (�
MAY B4' S2• 26• ALT ARM-TO-SHUTTER EDGE DISTANCE TO WOOD
// // !b• 46• 23• �Ctj;gMEMBERS OR 1/4-ELCO
n
NOTES: z CONNECTION DETAIL Bn PANELMATES IT MIN Lu
// 1. SEP GENERAL NOTES ON SHEET 1 THREAD PENETRATION AND
TWO 1/4-20 BOLTS SHUTTER M
FOR OPEN SHER POSITION 5 6' 1•-0' VERT BECKON �4 MIN EDGE DISTANCE TO
INTO 1/4-20 ALUM. // DESIGN CRITERIA. WOOD FRAMING MEMBERS. _ Z
// SEE'ARM SPACING TABLE GGG��i
RIVNUIS OR BRASS // BRACKET NOTES
MOLLY JACK-NUTS // // 1.MAY OPTION TO FASTEN BRACKET TO ANGLE // / THIS
SHSPACINGEET FOR ARM N jl
WITH ONE 1/4'-20 S.S.THRU-BOLT D4 LIEU 1/4.20 X 2"S.S. >E
OF TO THE SHUTTER FRAME. // BOLT THROUGH BAR Z n ® gg
L BRACKET MAYBE PLACED ON VERTICAL FRAME // &INTO 1/4-20 17 ALTERNATELOCATION ~ m fi
OR MULLION MEMBERS WITHIN 6"OF THE SHUTTER I/ m
17 BASE EDGE. ALTERNATE JACIC--NUT MOLLY MIN �\ t7
/// / 17 LOG7TON L MRI.
1/4-20 S.S. 3/q• /\ 1/4'-211 S.S. ��-1�'MIN. �
I/
THRU-BOLT&NUT OR MIN. O \ THRU•BOLTOR
1/4'DIA.ALUM. I%*MIN 1/4'DU1.ALUM. 17 WDOD HOST
^ LOCK PIN/ LOCK PIN OTHERSICTURE,
4 17 � TW. a�S ��1
WOOD HOST STRUCTURE S d eI
BY OTHERS,TYP. ,, iF�@@266
� dd�a
16
}-- /4•
16 ddo20 LIt�
MIN.
/q• EE"ARM SPACING O/ I T D NP' B
MIN.
TABLE"ON 7Hi5 SHEET 15
D 7Yp. FOR SPACING OF ARMS
ANGLE MAY BE REMOVED IS 1/4--20 THUMB SCREW (2)i/14-S.S.LAG BOLTS
WHEN SHUTTER IS 1N WITH 3'�O MIN WASHER
WITH SLEEVE 1�'TYP. Ty
OPEN POSITION (2)i14'S.S.LAG BOLTS WITH'Y;0 MIN SPACING' WITH IT MIN THREAD
WITH 07HUMB 5C32EW WASHER WITH 1%'MIN THREAD PENETRATION&3'i MIN NROQBUTAI �morL
WITH SLEEVE iii MIN PENETRATION&'1'1 MIN EDGE DISTANCE EDGE DISTANCE TO WOOD 1S-2373
SEE"ARM SPACING SPACING TO WOOD MEMBERS OR 1/4'ELGO ALT ARM-TO-SHUTTER MEMBERS OR 1/4-ELOD
TABLE"ON5
FOR
THIS SPACING
EETMS. PANELMATESITMINTHREAD 3 CONNECTION DETAIL ITBLT IT MIN PAUSDIES,l;,,o,,,
Y FOR SPACxHG OF ARMS. PENETRATION AND% MIN EDGE THREAD PENETRATION AND -
FACE MOUNT TO WOOD DISTANCE TO WOOD FRAMING MEMBERS. 5 6 -
- 1'•0' 'VETLTSECTION ry;MIN mGt DISTANCE TO
SEE'ARM 1 GTABLE THIS SHEET WOOD PGMEMBERS.
OPEN SHUTTER SECTION FOR ARM SPACING. EARMANG*TBL9®
5 6'-1'-0" VERT SECTION PACING FOR ARM
L e s xAaDo.P.E.
BLOCK EDGE
STORM BAR d ARMS NOT SHOWN FOR CLARITY
(3 94 PANEL SHUTTERS SIMILAR)
SHUTTER WIDTH
NoP
7—T
4A 4B 4C 4D s B I I I I i _ro e y
13 1 I I S7 Z ~
1•MIN. 1'MIN. /O 1 1 k>au D
CONCRETE/BLOCK OPENING WOOD FRAMED OPENING O O W.
FACE MOUNT I W �
1 TYP HORIZ SECTION 1 0Lu
6 6'.1'-0' HORIZ SECTION i i I I I 4A 4B / a w
°LOCK EDGE I I I I 4C 4D
NO.8 S/STL SMS STORM BAR A ARMS NOT SHOWN FOR CLARITY I I
OR 3/16•RIVET. (3 6 4 PANEL SHUTTERS SIMILAR)
1 AT EA.END 9 1/4'STL BOLT 9 WING d
AT MIDDLE OF SPAN NUT(2 PER BAR CLIP) O
TO HOLD TUBE TO MIN.1XI.SX0.062 ALUM.TUBE r
FRAME OR MAX.2X3X0.125 ALUM TUBE S 3 () :!
AROUND OPENING AS REQ'D
TO OBTAIN REQ'D GLASS 4A 40 4C 4D 4A 4B �'u E w
SEPARATION DISTANCE 3 L Lu.5
1'MIN. ---- 1'MIN. 6 7 8 Z I r I elm
ay _ z 631
mNCRETE/BLoac OPENING WOOD FRAMED OPENING CONNECTION DETAIL. 0
1 BUILDOUT MOUNT 1 �51 STORM BAR TO FRAME O
2 TYP HORIZ SECTION 6 6•.r•o' VERT SECTION
6 6'-1'-0' HORIZ SECTION
(4)3/16'ALUMINUM POP RIVETS
LOCATED ON THE INTERIOR SIDE 1�
OF THE MULLION(TYP.EA.END a d a 9e
OF MULLION) gg
I 3 I I IIIA II 1 ddid
I I
1117
II IIIA 1 I IIIA II I !!
I I I IIIA II I gg� iie
—= I _II—JI _ —_—_—_ IL 11 d C
� �� a
fill;2 2 2 NO.6 X 11/4' 1 e
S.S.SMS PER OOPm FVM-LOMYMPL
5 _ _ ____ I CORNER INTO SCREW 15-2373
____ ,i,i, BOSSES. -
r�4e oc�avnoni
GUT OUT I<DAND PRO1Ecr2OINTOlO GUT OUT IOAND PROTECT 2OINT0
3 MULLION END ASSEMBLY a FRAME CORNER ASSEMBLY �®
6 6"-1''0*
� O
ANCHORS:"A",'B',•C,"F',-G•,
EDGE OF BLOCK/CONC. MIN EDGE H•,•r,•r OR"K" EDGE OF BLOCK/CONC. MIN EDGE EDGE OF BLOCK/CONC. MIN EDGE (2)1/�4
OR WOOD FRAMING DISTANCE (SEE ANCHOR SCHEDULE ON OR WOOD FRAMING DISTANCE DISTANCE BOLT
SHEET2 (NOT FINISHES) NO EO ••
(NOT FINISHES) A ) (NOT FINISHES) NUT oII
A NWING
UT
=1R
N6 7 8 6 7 8 6 7 B O N
6 7 8 L/2" 2•� 3" W '
tin
3/4"MIN. T T (2)1/4'STEEL
BOLT WITH �u @
ZD NUT OR WING T ., 0
u_
-—-—�♦- - � -—- -—(-1-- NUT
W-
Q
10 9 e10 10 V1 3:IL z
0: xw
10 �0 y
(2)1/4•STEEL M O
BOLT WITH 9 1/2" SHIRiE 3/4'MIN SHUTTER 1/2'
SHUTTER NUT OR WING 1/2'
NUT SHEATHING 3/4"MIN A 21/2• 2 1/2' A
5/16'DU.HOLES 1� OR FINISH 5/16-DU.HOLES 5/16"DU.HOLES
2" A 1 1/2'AT WOOD 6- a
z TYP SECTION "A-A" 21/2'ATBLOCK/CONCR. 4- cl�
STORM BAR END 7 4-=1'-O- VERT SW.TION STORM BAR END STORM BAR END OV
i CONNECTION "A" 3CONNECTION "C" a CONNECTION "D"
7 4'-V-0" EXTER ELEV V.%.7 4".1'-0' EXTER ELEV 7 4"-1'-0' EKTER ELEV W s M
X 61
EDGE OF SLOCK(CONC. MIN EDGE n t;W_ f
EDGE OF BLOCK/CONC. MIN®GE
OR WOOD FRAMING DISTaNCE ANCHORS:'H", OR OR WOOD FRAMING DISTANCE z ®S
(NOT FINISHES) B (SEE ANCHOR SCHEDULE ON SHEET 2) (NOT FINISHES) E 0-1 3 =m g
n 6 7 8 6 7 B
ANCHORS:-A'OR'r O
•� 2" to 6 7 B (SEE ANCHOR SCHEDULE ON SHEET 2) (L
3/4-MIN. 6 7 8 1/2'
3/4•MIN. a S:°
{� h
3/4"MIN LO 6ddigil
3/4'MIN (2)1/4'STEEL-/ 10 (2)1/4'STEEL
BOLT WITH BOLT WITH NUT 'V
SHUTTE NUT OR WING SHVTIER OR WING NUT 10 ps
NUT E (2)1/4-STEEL o ��
OR FINISH 5/16•DU,HOLES 1� BOLT WITH 9 1/2• d
5/16'DU.HOLES q• NUT OR WING - ■p
11/2'AT WOOD 2 SHEATHING
21/2'AT BLOOUCONCIL
( RRW9ILpBfMIeDrL
BSTORM BAR END D 15-2373
�1 TYP SECTION "B-B" 7 CONNECTION "E" TYP SECTION "E-E"
• rAve e
STORM BAR END 7 4-.V-0" VERT SECTION7 1'-0" EXTER 7 ".1'-0' vERr$ECTI
s CONNECTION "B" 11j
7 4'-1'-0' EXTER ELEV �®
f e
I
HUNK L r . •E"IUR°°,D.E.
� 2L010"� }--2.000•--} .6.072• 3.00°"--{ 3.500' 549
�2.00D'-{ I I ri1II 1.000" j�.1.56
1.248" I 3.991.0°0" 0,67°'
_? 0.050• o o °.060" 0.060• 0.060' /\ Y-I ��� C�•,. I S
n w e 0.930" x0.670. 28.5° 4 i
TO _1 L o.1zs• as° ze.s° 7F;' ND
0.°60• Y � .= $�O
2 BOTM/TOP HAIL 3 MULLION 0.500^ I - 0.500.
O SIDE STILE 0 6063-T6 ALUMINUM 06063-T6 ALUMINUM 2.500"--} qA DOUBLE BLADE SECTION qg SINGLE BLADE SECTIONu�G. $h
• P7
6063-T6 ALUMINUM 6063-TS ALUMINUM 6063-TS ALUMINUM 4C TOP BLADE 5C�g O S^^
3.00°" 6063-75 ALUM ••'•� Th
0.790" 0.474" 0.313" 3.000' �i�s/O s
}---2.540' - 0.40°' 0.532" 4.000" ////II Q'� 6a� Ub
0.125" °.408• 0.532" O �0
0.060• . 812-6' a 1_ oats• 0.408"EO.125
6.000^ �N 9
W 0.532" �i w'• z
m
o.izs
}--}0,312"
N YYY 0 3'STORM BAR
4D BOTTOM BLADE SECTION OS STORM BAR CLIP 6 4"STORM BAR �- "
I/4°THK.6063-T6 ALUMINUM 6005-TS ALUMINUM 70
6063-TS ALUMINUM OR 1/8"THK.A36 STL 6005-TS ALUMINUM
g S"STORM BAR
60°5-TS ALUMINUM IL
4.962' 2.523" 1.729" u
�-4.7so"-� q
2.962' Q rjF r
� LENGTH=ENTIRE
1.400" 0.188° g r WIDTH OF SHUTTER V _}!I•+
0.218" r 0.188" J In ul"n
Py y .070' 0.624 0.062" .i THIS LEG AT WALL W g
g _t 4.062' o n L _1.0.125' 6 tL y M
0.594 o.1B8 O1 . 12 MALE HINGE
LENGTH.2".4°OR 6' 1- Y U.796" 0.570" 0 6063-TS ALUMINUM �1.5'MIN. a`{�
g0 STORM BAR RECEIVER PLATE 0.188"� j'W ifi
SSS.pp 6°63-T6 ALUMINUM 10 STORM BAR RECEIVER 13 BASE ANGLE S
eT 6063-T6 ALUMINUM 11 FEMALE HINGE 6063-TS ALUMINUM LD a u E L;
0.05" 6063-TS ALUMINUM ��
0.049" M4 3
MATERIAL LIST °'750^ 3.000" (( ))
LSIDE-
P.
DESCRIPTION NOTES 1°O.D.SERRATED TUBE 7/8'O.D.SERRATED TUBE O
THIS LEG AT WAL
OM RAIL L 15 OUTSIDE ARM 16 INSIDE ARM
2°MAK. 6063-T6 ALUMINUM 6063-T6 ALUMINUM i4 -'•
F-1•s MIN,-� i 5.000^
ADE SECTION MAIN BLADE SECTION 3/8"DIA.HOLES d
DE SECTION USED AS FILLER WHEN REQUIRED 14 OPTIONAL BASE ANGLE FOR WALL ANCHORS
R BIADE6063-TS ALUMINUM NOTE:ALL DETARS ARE ��[I llRER BLADE DRAWN TO 1/2 FULL l'<
L1.000" SIZE UNLES NOTED
5 STORM BAR CLIP SECURES STORM BAR TO SHUTTER PANEL FRAMES r { OTHERWISE. tl
6 3'STORM BAR LE2,3!71-]
L
7 4^STORM BAR 8 5'STORM BAR .250 D1A,9 STORM BAR RECEIVER PLATE GRABS THE STORM BAR END CONNECTOR -- E�14
fALE
M BAR RECEIVER 7/16"D 111 p
'Wp"OORHNNfL�fPl•DFE
E HINGE 17 SUPPORT BRACKET 15-2373
FHINGE 6063-T6 ALUMINUM
NUOUSWE ANGLE SHUTTER LEG LENGTH VARIES W/SHUTTER WALL OFFSETNAL BASE ANGLE PLACED AT MULLION&SIDE FRAME ENDS
ARM POSITION PER DETAILS&SPACING TABLE
ARM POSITION PER DETAI S&SPACING TABLE �1ER ARM SUPPORT BRACKET JARM TO SHUTTER&WALL O
FlUNK L e9 NARDO,P.E.
r CENTERLINE CENTERLINE rCENTERLINE rCENTERLINE CENTERLINE
Y OF SUPPORT 1 OF SUPPORT 1 OF SUPPORT (OF SUPPORT �OF SUPPORT
}---SHUTTER WIDTH -{ BAR SPAN BAR SPAN
NO
__...- -- - --- p; ---- ------ x --- --- ----
..___._.._..—_..—.
—.777.
--------
_......_. ._...___....__.... tl N -...._.. .... ..._.._.,. _.._. _____— _ _ ____—__ ___ QSa�J7L9g
—HVTTER WIDTH- _ O3oZ
..--__-__. --_-.....__ ^ .__.__ —_— Cit —_—_ —_-. .. •
.......-__..._._...._ ......__....-__.. -- -
--'--- b O
u I
.... -- — -
i NO BARS r "= u m
g .1'•0' ExTER ELEv ---- =- -_ --- _------- ------ W S-8 usi a
QtCENTERLINE ('CENTERLINE
�OF SUPPORT i OFSUPPORT 2 ONE BAR 3 TWO BARS x 11
BAR SPAN g 1/z•-1'-0' OBER ELEV g 1/2"-V-0' EXTER ELEV { <
3 (TWO SPAN SHUTTER) (THREE SPAN SHUTTER) o
-- ___-- --- -- z ® o
p
aaim ALLOWABLE PRESSURE TABLES
- — FOR SINGLE SPAN SHUTTERS u.
NO BARS
SHUTTER PRESSURE R - ■
HEIGHT (PSF) a 8 S p d pe
= POS NEG S S 6e�
�- — aaT,lda
56.5'41E55 65.0 65.0
lddlgll
60" 65.0 65.0
s m
62" 62.0 62.0
a d —SHUTTER WIDTH---- n
64" 58.2 58.2 aeea
66• 54.7 59.7 :
[E
e
68• 51.6 51.6 ,'manmewnaeBmimovF
70• 47.9 48.7 15-2373
—__ 72• 42.8 46.0 rAoe oN
I � oaatmrs ,
74' 38.4 43.S
4 THREE BARS 76" 34.5 40.0 9®
g 1/2•-1'-0• EXTER ELEV NOTE:SEE INSTRUCTIONS ON THE FOLLOWING SHEET
(FOUR SPAN SHUTTER) FOR USE OF ALL LOAD TABLES.
STORM BAR ALLOWABLE BAR SPAN s 59694300 P.6.'
ALLOWABLE HEIGHT OR 3'BAR 4'BAR 5•BAR
PRESSURE BAR SPACING CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE l 1,••N ( 1
(PSFl OM 'A•OR'B' 'C• 'D' 'E' A'OR-W 'C' 'D' F 'A•OR'B' 'C' 'D' •E• �.••
24 114.4 120.0 120.0 120.0 114A 124.0 124.0 124.0 114.4 124.0 124.0 124.0 - � No PEO 549
30 93.8 112.3 112.3 1123 83.9 124.0 124.0 124.0 93.9 124.0 124.0 124.0 _*.
+630 38 80.3 106.4 105.4 106.4 e0.3 124.0 124.0 124.0 60.3 124.0 121.0 124.0 =�
42 70.5 101.6 101.6 101.8 70.5 124.0 124.0 124.0 70.5 124.0 124.0 124.0
48 832 97.7 87.7 97.7 632 114.4 121.8 121.9 83.2 114A 124.0 124.0 STATE
1/4'ALUM.RIVNUTS O•.•. Z _
24 89.5 114.6 114.0 114.8 99.8 124.0 124.0 124.0 99.8 124.0 124.0 124.0 'cCORI
JO 522 107.2 1072 107,2 522 721.0 121.0 121.0 522 124,0 124.0 124.0 OR BRASS 1ACKNUT3 �i y
+/-35 38 70.5 101.6 101.6 101.6 70.6 124.0 124,0 124.0 70.5 124.0 124.0 124.0 WITH 1/4.5.5.BOLTS '77�sS�0 A O
(2 PER ANGLE). 1/4'ALUM.�,(��, IU�j
42 82.2 87.1 97.1 97.1 622 1123 121.2 121.2 022 1123 124.0 124.0 ^'^"r'H 1 I I 1 �> s
b 65.9 934 93.4 83.4 55.9 98.8 110.4 118A 65.9 99.8 124.0 124.0 PLACE 1 OLTP AT EACH CORNER OR BRASS JACKNUTS UI 9<9
U
21. 88.8 110.1 110.1 110.1 "A 124.0 124.0 124.0 88.8 124.0 124.0 124.0 B MULLION LOCATION
WITH I/4'S.S.BOLTS
Zi O§m
30 73.4 103.1 103.1 103.1 13.4 124.0 124,0 121.0 73.4 124.0 121.0 12/.0 (2 PER ANGLE) W r4 9 S r
+/-40 36 632 87.7 87.7 97.7 632 114A 121.9 121.8 832 114.4 124.0 124.0 E D
42 65.8 93.4 03A 83A 66.9 99.8 116A 116.4 55.9 98.8 124.0 124.0 134
48 50.4 as.$ 89.9 68.9 50.4 Data 111.9 111.8 50.4 88.11 124.0 124.0 MIN EDGE ---- b W m
'q 24 80.3 106.4 108A 105.4 80.3 124.0 124.0 124.0 50.3 1214 124.0 124.0. DISTANCE ,+O
30 68.8 99.8 89.6 99.0 60.0 121.2 124.0 124.0 08.8 1212 124.0 124.0 '
+645 36 37.5 94A 94A 04A 57.5 103.0 117.7 117.7 57.5 103.0 124.0 124.0
42 51.0 80.0 90.3 90.3 51.0 90.0 1121 1124 51.0 90.0 124.0 124.0
48 40.1 80.3 86.9 solo 46.1 aO.3 108.0 103.0 48.1 80.3 114.4 124.0
24 73.4 103.1 103.1 103.1 73A 124.0 124.0 124.0 73A 124.0 124.0 1214
30 612 90.0 96.9 95.6 e1.2 110.3 120.4 120.4 612 1103 124.0 124.0 Pyr
+660 38 53.0 91.0 aloe 01.9 63.0 B&D 114.1 114.1 53.0 B&O 124.0 124.0 n 0 M C
{� 42 47.1 022 87.6 87.0 47.1 822 105.9 108.9 47.1 822 117.3 124.0 L S
II 48 127 73A 613 542 427 73.4 104.2 104.7 42.7 73.4 1042 119.3 (2)ANCHORS PER 3'----4a/w a ri
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 CLIP.ANCHORS I U n G
SHALL BE ANCHOR 5•--{ W 4 a»
30 56.7 93.9 83.9 93.8 56.7 101.4 117.1 117.1 50.7 101.4 124.0 124.0 TYPES,H,,I,,1, IC
+655 30 492 58.5 59.1 89.1 492 as.5 110.9 110.9 492 68.5 123.7 121.0 14 NOTE:WHEN CLIPS ARE ATTACHED TO
OR PER WOODr 7HE WOOD MEMBER SHALL BE 1r1
12 I3,9 75.8 852 862 43.9 76,8 106.8 105.8 43.8 75.8 107.3 123.4 ANCHOR "A CONTINUOUS WOOD FRAMING SILL
48 39.9 87.8 820 520 38.0 87.9 95.8 101.a 39.9 67.9 95.8 10&5 SCHEDULE. MEMBER = m c
24 632 97.7 97.7 97.7 83.2 1144 121.9 121.8 632 111.1 121.0 124.0 3
+680 39 46.1 803 86.9 sea 46,1 80.3 108.0 108.0 461 803 114A 124.9 1 OPTIONAL BASE CLIP z
G 42 41.3 70.5 83.1 5&1 41.3 70.5 99.6 103.2 41.3 70.5 89.0 1142 4'a 1••O' VERT SECT/EXTER ELEV
48 37.6 632 60.0 80.0 37.8 03.2 85.6 99.3 37.6 63.2 ea.a 101.4 10 Q w
p 24 69.3 85.5 95.5 95.5 69.3 108.6 118.0 119.0 68.3 108.5 124.0 124.0 O
30 49.8 57.0 - 89.5 89.8 49.8 97.6 111.4 111.4 49.3 67.6 124.0 124.0
+/-85 38 43.6 75.0 84.9 04.9 43.6 75.0 105.5 106.5 43.5 75.0 106.5 1220 LL
42 39.0 66.0 61.3 81.3 38.0 68.0 83.0 100.8 39.0 Bo.O 83.0 106.3
45 35.8 59.3 75.3 78.3 33.8 38.3 82.8 84.6 3e.e 59.3 a29 94.5
S 24 65.8 83.4 93A 83.4 65.9 99.8 113.4 110A 65.9 89.8 124.0 124.0 p
4 30 47.1 ez2 87.6 57.6 47.1 622 108.9 108.9 47.1 322 1173 124.0
+670 36 413 70.5 83.1 83.1 41.3 70.6 99.8 1032 41.3 70.6 99,8 114.2 71 s 5 i
42 37.1 022 79.6 79.8 37.1 627. s72 Sal 37.1 622 872 99.5
48 33.9 55.9 78.6 T&e 33.9 55.0 77.8 88.6 33.9 55.9 77.8 ea.6
24 53.0 91.0 SIA 91.6 53.0 93.9 114.1 114.1 63.0 93.9 124.0 124.0 gg��II
30 44.8 77.6 85.9 65.9 44.8 77.6 106,7 106.7 44.8 77.5 110.3 124.0 d d B O i l /O
+/-75 36 393 60.0 811.5 81.5 39.3 66.6 93.9 101.1 39.3 60.11 93.9 107.3 CC
42 35A Be.8 78.0 78.0 334 58.8 822 93.7 35A 50.0 822 9S.7
48 326 63.0 73A 762 325 53.0 73A 83.5 325 63.0 73.1 03.6
21 1 SDA 1 88.0 89.9 69.9 50A 80.8 111.9 111.9 BOA 00.8 124.0 124.0 a p
JO 427 73.4 84.3 64.3 42.7 73.1 1 1042 104.7 42.773.4 1042 118.3
+680 38 37.8 53.2 80.0 80.0 37.6 63.2 88.0 993 37.8 832 88.8 1014 .
42 33.9 65.9 76.6 78.8 33.9 65.8 77.8 88.8 33.8 66.8 77.8 so.8 D�IIIaIIRIM14IL694l4ODPL
46 312 604 09.6 73.8 3i2_1_ 60.4 09.6 79.0 312 50.4 69.0 T9.0 15-2373
LOAD TABLE INSTRUCTIONS: E�
2. IF TTIE SHIRTTMER HEIG 76'OR LFSS,CARTO THE ALLAWABLE PR�SURE TABALE FOR SINGLE SPAN SHUT7Eyr (PREV10U5 SHEET.IF THE BAOe Oetwvn06•
REOUB F A6 To P�IFS��U ATXATN O Ea TA
A X005 E ETH
DEESIRED AR SPACING.R IS REQUIRED. IF NOTr STORM BAR(5)A REQUIRED.
READppACRpO�SS THE TABLE ApNDCHOOSE THE BAR AND OONNECTION TYPE WHICH WILL ACHIEVE THE REQUIRED BAR SPAN.USE THAT BAR B THAT 9
`
Co
u� C'OF HRECIIONDTYPESQDETAIj,SN AR TRT/BU ARY STH MAY NOTNE7(CEA ED 48
EMR A REPEAT THESE INSTRUCTIONS. O