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Product Approval Menu>Product or Application Search>Aoolication List>Application Detail
• R'•� ® FL# FL5790-R12
Application Type Revision
Code Version 2017
Application Status Approved
Comments
I Archived ❑
Product Manufacturer American Shutter Systems Association,Inc.
i Address/Phone/Email 4268 Westroads Drive
West Palm Beach,FL 33407
(561)209-8263
bfeeley@easternmetal.com
Authorized Signature Bill Feeley
lrodriguez@easternmetal.com
I
I
Technical Representative
Address/Phone/Email
iQuality Assurance Representative
Address/Phone/Email
Category Shutters
i Subcategory Roll-up
i
i
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
j ❑ Evaluation Report-Hardcopy Received
I
Florida Engineer or Architect Name who developed Trevor Johnson
the Evaluation Report
Florida License PE-65624
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By John Henry Kampmann Jr.
CSI Validation Checklist-Hardcopy Received
Certificate of Independence FL5790 R12 COI Certification OflndependenceSS odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E-1886 2002
ASTM E-1866 2005
ASTM E-1996 2005
ASTM E-1996 2002
ASTM E-330 2002
I TAS 201 202 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgtDMAG7pnms... 10/16/2018
Florida Building Code Online Page 2 of 2
r
Product Approval Method Method 1 Option D
Date Submitted 10/09/2017
Date Validated 10/12/2017
j Date Pending FBC Approval 10/17/2017
Date Approved 12/12/2017
Summary of Products .
FL# Mode Description
5790.1 S8mm Bertha End Retention/Non- oll Shutter System(includes View Port Option)
Retention Roll Shutter System(Non-
HVHZ)
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL5790 R12 II InstallationInstructionsSS.Ddf
Approved for use outside HVHZ:Yes Verified By:Trevor Johnson,P.E.PE-65624
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:This product shall not be installed within High FL5790 R12 AE EvaluationReDortSS.Ddf
Velocity Hurricane Zone.For design loads and spans refer to Created by Independent Third Party:Yes
engineered drawings(installation Instructions).
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Coovrisht 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,dont send electronic
mall to this entity.Instead,contact the office by phone or by traditional mall.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
emalis provided may be used for official 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 fig.
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtDMAG7pnms... 10/16/2018
r.u M NOTES• [MTITIN RLQ OM
EYAI_-. /
1. TKJ ENOINURING,LLC,HAS NO 1.01RROL OF THE YANUFACTUPoNG.PERFORMANCE,OR INSTALLATION OF THIS PRODUCT.THESE GENERIC PLANS FENESRM710N TESTINO'LABORATORY.INC.
WERE ENGINEERED IN ACCORDANCE_PITH ACCEPTED ETIDIiIEERING_PRACTICES AND TEST DATA PROVIDED BY-THE M_ANUFACTURER._ _ LABORATORY Na 4760.
B 2. THE-RDLL-UP:SHUITERSS71OWN ON'7H15:PRODUCT EVALUATION DOCUMENT HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017(6TH EDITION) DATE,EPOH1 BEA 1.2009 - -
2• FLORIN BUADMG CODE.,(FOC).AND TIE 2013 INTERNATIONAL BUILDING CODE(IBC).THESE ROLL-UP SHUTTERS SHALL NOT BE INSTALLED IN MGN FILE NIIAIBER.OS-ATB
VgOCITY•.HU�tlCANE_ZONES(1OU/I+DARE COUNIY/BROWARD COUNTY).ROLL-UP SHUTTERS INSTALLED IN WINO ZONE 4(SEE FOC SECTION TESTING PROTOCOLE330,E1B86 k
1609,1;12),:DR:ESSENTIAL FACILITIES SHALL MEET THE MI4ILUM SEPARATION TO GLASS.DESIGN,WIND LOADS SMALL BE DETERMINED AS PER CIO"-02
SECTION.1609:Of iHE.ABOVE TIEFEREHCEO CWESL.W'AOGORDANCE WITF1 ASCE 7-I0,AND FOR A BA$IC WIND SPEED AS REOUDPED BY TME WIDTH TESTED-720'0 DP-1f0.0 PSF
JLNTISOIOTWN IYHERE IIIE ROLL=UP"SHUREAS:VIRl.BE DWALLED.THE ROLL-UP SHUTTERS ADEQUACY FOR IMPACT;DEFLECTION,AND FATIGUE
RESISTANCE'-HAS BEEN VERSFID IN ACCORDANCE.WMN-SECTION 1609.1.2 OF THE ABOVE REFERENCED CODES AND AS PER ASTM E330,El 806
d LABORATORY M. 4744 •�
E799B;•AND TAS 201.202;AK6:203 AT FENESTRATION TESTING LABORATORY,INC.AND AMERICAN TEST UAB OF SOUTH FLORIDA PER THEIR DATED NOVEMBER.14;•2005
RTPORTS'(=IST OF REPORTS), REPORT NO.4
FILE-HUMBER 05418-
3. LIMITATIONS OF USE TESTING PROTOCOL:E330,EtWO 3
ET996-02 ..9E
A. tMIS.PROD JCT SMALL NOT BE USED IN HIGH-VELOCITY HURRICANE ZONES(SEE FBC SECTION 202). WIDTH TESTED-9Y 0 OP-45 PSF LF
B. TENS PRODUCT 5 OUNIFED AS'NON POROUS'THEREFORE GLASS SEPARATION IS NOT REQUIRED EXCEPT FOR THE FOLLOWING LOCATIONS. LABORATORY No. 4740
DATE:NOVEMBER 14.:2005. •S-.
A-" • ESSEItTIIM.FAC94T1ESA5-DEFWED HL ASCE 7-10 FILE NL1N6E1t -270 ' .
Z{1 • WHERE-THE SPECIPYINO'A1NT10RTTTY HAS SPECIFIED OPTIONAL ADDITIONAL PASS/FAL CRITERIA IN ACCORDANCE WITH ASTM E1996 FDR TESTING TiTOTOCOI:E330;CIBBS-02"4'
WIND ZONE'A AS DEFINED M ASTM E1996-WITH MODIFICATION BY THE FBC/IBC SECTION 1609.1.2.2(FBC:LOCATIONS WITH ULTIMATE E1996-02 a �
WIND SPEED GREATER THAN��176�AWK)• .WIDTH TESTED-120'0 DP-23PSF } r.
• 4WALLAMON'IN THESE LOCATIONS SHALL.MEET THE MINIMUM SEPARATION TO GLASS TABLES ON SHEET 9.THE SEPARATION TO GLASS 1JIBORATORY'Hw 4644 'D
MAY BE REDUCED BY USING STOW BURS ON.SHEETS 18 TO 22 1ATE,411NE 17.2005-
REPORT NO..2
'C.INStALATION WOO INTERMEDIATE.END•AND CORNER MULUONS REQUIRE A FLORIDA PRODUCT APPROVAL FOR USE WITH THIS TYPE OF FILE NUMBER 05-410-
SHUTTER-SYSTEIL TESTING PROTOCOL:Em.CIBN-02 k '
E1996-02
0.;:INSTALLATIONS--SHALL,NOT EXCEM THE.MAXARUM•ALLOW'ABLE STRESS DESIGN(ASD)DESIGN RATINGS AND MAXIMUM SIZE LIMITS BELOW. .WIDTH TESTED-281'0 OP-60 PSF
SLAT SPAN. ULTIMATE:DESIGIV IMO LOADS DETERMINED BY THE.FBC AND ASCE 7-10 SHALL BE REDUCED TO ASO BY MULTIPLYING 0.6(SEE FBC SECTION LABORATORY"4506
1609:124),
�SINGLE
eL� BATEAPRIL 29,2005TYPEVATION : 38 PSF MAIL PRESSURE 0 270•:MASE.WODI REPORT NO::1 C140 PSI'YAC PRESSURE'0.9fi'.MAX,WIDTH R18
1EVA HTS. . SEE THOLES OPRESS R 7 1HROUCN'22 7ESIWG PROTOCOL E730:E1668-D2 k
E1996-02
WIDTH 7ES17E7=2425'0 DP-60-PSF
E IMPACT LEVEL 0;:9-1/4 LB:LAR0E'L1155I(E.MPACT. N
IJOORATURY,NR.2760
Jr. ANCHORINGOR LOADING CONDIITONSOTHER TTPN THOSE SHOWN IN THESE DETAILS ARE NOT PARI OF THIS APPROVAL DATE:AUGUST 31,2000 O
REPORT IA,J a
0 H:TILCREASE-N-ALLONABLE'5FItE55'•(133)N!5'NOT BEI70 INCORPORATED INTO THE DESIGN OF THIS PRODUCT. 'TESTING PROTOCOL-
-T
m"
_3. AS 261
4. IT SRACL.�1!E'R®NXL�IIRY.�THE COHIPIAC101T TO VERIFY THAT THE EXISTING STRUCTURE IS DESIGNED TO SUPPORT THE LOADS FROM .STORM CBARS TFSTFDi 2a2rt1/4;2s5:1/8; N
THE SHUTTER SYSTQI:AMD•MUWOTIS EXISTING STRUCTURES NOT ABLE TO SUPPORT THESE LOADS SHALL BE EVALUATED AS A SITE SPECIFIC 22411/6.21417/4
PROJECT..SEE NOTE 4 0F:PR000CT'EVALUATION NOTES. O-
':AMERIGN TESTING'LAB•Or SOUTH FLORION '
L�••�•••�TMPC;
Ty-SEE TABLES ON SHEET 9(EITHER DIRECTION)
7a-SEE TABLES ON SHEET 9 LABORATORY'FEBRUARY
0928.01=09 pC
DA •FEBRUARYRY 2.'2010
T CERTIFICATION Nn,'09-0203.02
TESTING.PROTOCOL EWO-02,EING-05
Ty-SEE TABLES ON SHEET 9(EITHER DIRECTION) R'Eto96-05 •L'
WIDTH TESTED-204'0 DP-62.PSF
I770�RFTE1)IIOI 7RAC1[S NON-REEENTION TRACKS WIDTH TES7ED-120:0•DP-100 PSF 3 d
A
3. ALL ALUMINUM EXTRUSIONS'SHALL BE:6063-TIS ALLOY,(UNLESS OTHERWISE NOTED OR CAN BE REPLACED WITH 6061-TS.ALLOY.) LABORATORY Ne. OB0.7.01-12
DATE:'ocrwER ta.zo12 e1 w
2 6 6 6, SH 1I1TM MAY BE MOTOR,TME PULLEY,Ute GEAR DRNDN, cFRRiiGTTON..NSI:265101. Y
.7. SHUTrM UANUFALYURE'S LABELS SMALL BE IN ACCORDANCE WITH SECTION 1709.8 OF THE FLORIDA BUILDING CODE. 'TESTING PROTOCOL 201-9A,k 203-94 YI
WIDTH TESTED-72'0 DP-50 PSF
-PRODUCT EVALUAITO4 NOTES, WIDTH TESIED-96'0 DP-25 PSF C
.WIDTH TESTED-48.O CP-140:PSF
1. THIS ORWUCT EVALUAl10N.D000YENt(P,ED. PREPAJ7f0 BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE r
SFECBIO PROJECT:I.E�WHERE THE SITlunm..DEVIAIE FROM THE P.E.D. - LABORATORY Nw_:060.1.02-12
.DATE-OCTDBETE-7 -2012
2,"COMP4CT)R:SHA L.:BE.RESPONSgS E.FIDN'THE,SELECTION,PURCHASE.AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON -CERTIfIi TION'N.2050.01
�-- SLAT SPAN----•I •----SLIT SPAN 'PROOULi EYALVATiON PRONOEO'AiND 5HA.1 NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. TESWIDTH
PROTSTM-180 201-94;'X-20T-94. `
WIDTH IESTEO-160'O OP.BS.PSF
SLIT SPAN J. IMS PRODUCT EVALUATION'DOCUMENT'
WILL BE CON53DOMD INVALID IF ALTERED BY ANY MEANS. ,Wlvrk TESTED-274'O,DP-23"PSF
WIDTH TESTED-102O SOP-140'PSF
.4. SITE'SPECIFIC PROJECTS'SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF
�.A� TT RECORD(E9.R:)FOR THE PROJECT ANO WHO WILL.BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.THE ENGINEER OF RECORD,ACTING LABORATORY No, :OOM.03-12 J
TYPICAL MULTIFTLE•UNI T ELEVATION` AS A OEEGAT.ENGINEER TO THE, ENOONEER,SMALL SUBMIT SITE SPECIFIC DRAWINGS FOR REVIEW. DATE:-OCTOBER 19,2012 L-
CERTIFIC ARON-N/.2850.01
WTBOIPIlATE4AAUSOINR ARED FO,LINSTFLLATION.N.TX ANCHOR.A,FASTENIYO NOTES_ TESTING PROT0001:.201-84.202-94 k O
211-94 lz i
1. ALL'FASIENER5:9fALL OE,CORROSION RESISTANT COATED,CARBON STEEL AS PER DIN 50018 OR STAINLESS STEEL304 OR 316 SERIESWITH 50 WIDTH TESTED-144'0 DP=+43%60'P5'- ; 1 -�
KSI`/IELD PONT AND 90 KS1:ULI1MME TETSIIE:STRENGTH. LAIDDRAi
'2. NO EMBEDMENT IMM-NDN-SNKICTURAL'COIPONEMS SUCH AS,STUCCO.TILE,SIDING,ETC.SHALL BE CONSIDERED AS PART OF THE EMBEDMENT. DATE. OOCTOBELL T9,2OT�12 �jA' Iii .'aQ-, ♦�
CERTIFTGTION.140.2650.01 .
3. THE ANCHOR SPACING AND DESIGN PRESSURES ARE VALID FOR EDGE DISTANCES AND MINIMUM EMBEDMENT SHOWN ON SHEET 9.THE MINIMUM TESTING PROTOCOL 202-94 YYI II IiILT
EDGE DISTANCE FOR•THE 1/4-14-@ 5/16=24 DRIL-FLEX"'SCREW IS 1/2'AND SMALL BE ATTACHED TO 6053-TS ALUMINUM OR A36 STEEL(OR WIDTH 7FSEED�9B•0 DP-25 PSF N
.BETTER). WIDTH TESTED-72'O OP.-30 PSF+ f.V
WIDM IESTED-46''0 DP-140 PSF
DUSTING sTRUCNRE(TTP)
----- - CONCRETE.PLLEDUM,'OR STEEL:CMU.,HOULw CW.
BER.
TIMALUMiN
Al
F • • ' ' .• ' '• !• �'• .A . 5/16-0 TAPCON•'I2.O.C.cm
• f. •.i .BU.'LD-�OUF.HFwOOt
• e e,• ' • t •,.• : . �1• s. •.• (OPTIONAL)
/.'e SELA'-VJIRNO yC
• • • - SYS.®12'O:C:.
5/1tl'e.TAPCON, , SHUTTER HOUSING
3/0-0RETIS,OR a r.. ' >'
5/16-24 SCREWS(TVP)' SEAT LOCK.END CONNECTOR 1/4'MAX 1/4'e TAPCON 1/4''EIAK - e,. •. !:
(SE TRACK MOUM TABLES MRF..OTHER SLAT AT EACH END 0'B'102L
ON.SMEETS 10&1 V FOR ACCESS HOLE 5/B'e ACCESS HOLE
SPACING) .as•MIN 1/4'•'TAPCON
:O W D.C. NON-RETENRON.SLAT 'NON-RETENTION SLAT
5/B'e OR 17/16•0 END-RETF7/iFIN-TW1CK.SHOWN (SEE SLAT PERFORWNCE'TADLE (SEE SLAT PENFORM1ttCETABLE •, ® ® �• ll
8 :
ACCESS,HOLE(hp) CIL SIMOAR ON SHEET 7 MR.3 TRACK) ON:SHEET'i FOR a•TRACK) ?
w
WALL MOUNT OPTION'lA (1WAU MOUNT (OPTION 16) nWALL MOUNT'(OPTION16)' o
A 7.119'Qe}RETW110NTIIAGf•NTS. (D
]'KONilTEI/T10NTMOl•N.TS 'f NOWRETFNROPI TWb4•N.TS •''
1 1/2' / 1/2' • ,• N
. STAGGERED . STAGGERED • g .
• _ '• . gyp=
. •• g
SBMM SLAT •.R
s. S9E RAIL/TRACK -
s/Iso,rAPCOR s%iS:i iAPCbN. 0 3S
3/e'•AHCEIOR, J/e•ANCHOR c
1'i4' VERTICAL BUILD-OUT ag$
1/4-14 SCREWY,OR 2•.a' ATTACHMENT
TAGGEAEO 1/t-14 SCREW.OR t•y]' ATTACHMENT
OPTIONAL) e
S/16-2i'SCREY7.(TiP); 7:K�. ATTAL]IYENi s/18-24$l:gEw'(T1'p) 'z'a]• ATiACHYQ/T ( .�
(SEE 4•BUILD-OUT TABLES ON (SEE 7',BUILD-OUT TABLESON
4'N4' SHEETS.12.Bc 1J FOR.SPACLNO) 1/B•.OR 1/4'�k11LL THiCKNFSS�
SHEETS't 1 tr t2 FOR SPACING) (SEE.TRA ..110uNT TABLES ON 1/i'e.SElf-TAPfNr�SYS(lYP) -
ENO-RETENTION SHEET ii row THICKNESS)
ENDO 1/B'OR T/4'WALL'iHK:1D1ES5 TRACK•SHOW",TRACK SHOWN
OPEN AALE'AND
'OPEN FACE NEO (SEE TRACK INCUNT TABLES ON NON-RETENTION
SHEET 11 FOR.THLCKNESS) TRAULS.SIAVUR L2.tt'i1/B'-ALUM.
NON-RETOMN 'Y' ® )
TRACKS SRAILAR
STAT.LOCK END CONNECTOR SLAT LOCK END CONNECTOR. _ �:~ •t � ��.
L1EW OTHER SLAT AT EACH END
1/.-145CREW,Olt EVERY.GYM SLAT AT EACH'ENO 1/4-t4'SGREIi.OR a 1/6.7=ALUM ANCLE SILL
_ J
5/1 OR
(TTP) s/18=zb;CAER�.(TYP) MSE
(SEE TRACK MOUNT TABLES 0.2'MIN (SEE TRACK MOUNT TABLES 0.2'MIN . ,• (OPTWNA!a =' € nE"��! S_
ON SHEET 11 FOR SPACING) ON SHEET I1 FOR SPACING) 5/b'e ALYEsS'HDLE(TVP) �. - r.O� 1
s/tl'�AIxESS HOLE.") ..••• 0-
-BUILD-OUT SILL .
n4"BUILD-0UT(OPTION 2A). 3"BUILD-0UT(OPTION 2B) BUILD-0UT SECTION
Pm(LflIIIfTON LNONdE7EM]ON-N.TS EHDRCTEIFHON�NOWT✓Ei[NIpN-N.T. �p�
`/•...!ncim.TT01TLNON.75TIIR10N-NT,S.
fllllllll111T1
TID1t ACCESS HOLES FOR 3/s'ANCHORS'ARE 17/1610 ,CV IN
--- -- --`---- ---- E)oNCRIL-FUGTURE.U.HOLLOW,--- - - - - - - _.------------- ------------------
[IT'IMBER.
NCRETALUM ED OR CYU: _ __.. ___ .-_ TAPCON"'ALUYINUµ'OR STEEL OPTIONAL STAGGERED APTIO� RCCERFD (ENOCAP SYSTEM ON�L1�)_____.._.__
ATTALTINFSHT
9/76"1
"TAP 3/89'ANCHOR. 9/16'O;TAPCON.3/8'#,ANCHOR; + �. '• �,• ,
1i SCREW.OR S/1fi-24 SCREW(TMP) T/f-L!SCRLWi OR 9J16-24 SCROY'.(lYP) a •• a
(SEE!',.3'OR 2•BIRLD-M TABLES ON (SEE 3.OR 17.BUILD-IN TABLES ON a •r
+ ELT5 14..70'17 FOR SPACING) ° t d . SHELLS'1510..17'FOR.SPACMC) •• . .. +
• t
NOTE.
E 11D-M TABLE , t �'BURD-ft TABLE 4 • e A
CORRESPONdF1G ATO T
WNE � �.
2iP CORREMNOLNO TO. .. BIALO-IIJ.WD�H.AWWST THE 2
••+�• 3"i4"
THE•8UND-IN•YRl7TN ` 24• EIOSRNC':STRUCTUREAGAINST
4W E7 OMICTURE
t+ •' •+•, .. - .Gi '... • 1/8.OR 1/4•WALL THICKNESS
•
11/15'.OR.1/4•WALL (SEE TRACKMOUNT TABLES'ON
• .7HICKNEss((SEE TRACK SHEET-11 FOR THICKNESS) -
• • YDUNT TAaLES'ON
0
5NEET 11 FOR THICKNESS)
•
A.
e .• �• STAT LOCK ENO CDNNECM SLAT LOCK,END CONNECTOR
E.FRY•OTHER SWT AT EACH ENO EVERYOTHERSWT AT'EALH'ETID :
' •02'.LIN '02�NTN O
END-NEYENIfON'TRACK.9IOY'N:.OPEN.FACE ..END-RETENTION TRACK SHOWN.OPEN.FACE .x
5/a'P ACCESS HOLE Cro AND�NON-REIERTION TRACKS.SYILAFi• 5/BY ACCESS HOLE OW) ANO NON-RETEMON:TRACKS:9YtUq ..
/(-14:SCH1EIP;OR a�W."M 1/4-14 SCREW.DR 9/15-24 SCREW'(ItP)(SEW, T -TRACK MOUNT TABLM'
SHEET I1'FOR'SPALIHEE
ON SHEET f FON.SPACING) 0 pY�
A-4" 3': OR 2" BUILD-IN OPTION,3A 3",OR 2" BUILD-IN:(OPTION 3B) 5/B'.ACCESS H=(TMP) p
BiDgEIENTIm1�NON•Af:THAIOq-14TS v CTOittTNRWN a NONRcnwn N-N:TS _
SNlIT1ER ff0U551C Z
114-7i SCREW.OR 5%18-24 SCREW(TIP) ,per
(SEE TRACK MOUNT TABLES
ON SHEET-11-FOR SPACING)
1 LY07x3/8'-'ALUY. 1373A-6/8-ALUM. sauY Sur �9
• S/1B.•i TWCON.'a/ale ANCHOR, + O SIM RAIL/TRACK 1=
T/4-14 SCREW:'OR s/18-2t:SCREW ATIP)
' (SEE 3/a:AxGLES TABLE•ON . • _
.+ SHEETS la:a 17 FOR SPACMG) •. da`
• 1/4-1!SCREW.OR 5/ia-z4 scxEw(Trn) O aElyf
(SFE TRACK MOUNT TABLES. •. VERTICAL BUND-M �t
A . ON SHEET'iI FOR.SPACMD) • SLAT'.LOCK.ENO CONNECTDR C
_ y c EVERY OTHER AAT AT EACH END ��YI
• S 0.2''YIN .G
+ • ' . fNa•RE7ENR0.:11K'SHONN,OPEN FACE •• ,eT .Ca ��
• .. a. ANO..NOH-RETENTHgN TRACKS.SIMILAR
� `•• � , W g�b.
., • • SMS ACCESS HOLE(IMP) t' " e . • Lp;
• • SWT LOCK,ENO'CONNECTOR •• • • •1° S/16'l-TAPCON...3/a'I•ANCHOR, ���` +
EVERY.OTH ER STAT AT EACH END 1/!-1!SCREW;OR:9/15=24 SCREW•MP)
• (SEE'.3/ 'S CIES TABLE ON Jb �[ `'•: -i.
O.e MN SHEETS 15 d 17 FOR SPACING)
5/111.ACCESS HOLT(TYP)
END-fa:E¢OON 7RAL1tSHONN.OPEN'FAq
AND NON-RETENTION TIUIC16 SaNWR ,
L3x3z3/8:ANGCE BUILD-IN:(0PTI0N'4A) nL3x4x3/8 ANGLE BUILD-IN(OPTION 4B) (DW N SECTIO
UILD-IN.SECfION
BWRTBfRON�NO1•RLiBlTIDHI-N,TS � FTlPRE11ENTION iNON�TOiiION-N.TS 14mAElENYl�1 i/10Ntf7BR10N-N.TS �Q' O•••' '��
Vii+ '•S: .:O(E `�
I
tJJJJilliM%
NOTE ACCESS HOLES"FOR 3/8"ANCHORS-ARE.73/18 a fiy
M
INTERUEDBTE-WWON-_.___ 'BU4O-IN,SURD-OUTI*END, DMNG SMUGNRE
OR CORNER" MGM CONCREI6-FL=O CMU,.-HOLLOW..CMU, TO 350.LBSSHUTTER WEIGHT WITH:
TIMBER.ALUMINUM.OR STEEL ____ ._. . _ _.. ._ - -. _ --------UP___ ____---,(4)']/1B'a'TAPCOHS.OR _
IF UP TO 1GO-LD3 SHUTTER WEIGHT MTM: UP TO 200 LEIS SHUTTER WEIGHT WITH: (6)1/4•/x1-SMS
• (2)5/16'TAPCON OR (3)S%16Y'YAPCONS OR
(3)'1/4M'SUS (4)1/4!"1.'SMS
• • • • • • • •: a •
�� .
1/4-9 SELF-TAPPING-54(IYP) 9/T6'a TAPCON(TTP)
---- ---- ---- ---- MOUNTINGBRAWT x�
WDFLLBOfONaNON{✓tTBRi0t1TN5TAWVTfW-wTS �: �'�
STEEL.BRACKET STEEL LIItACKET SIM BRACKET
MOUNTING BRACKET INSTALLATION
&DACIQRIONW NOIFRETENTIM BISTAUAT10t1-N.T.S.
6 IO C
t ,*•
]/16'aALUM.POP-RME1S
• ROLL FORM.030 TO.050 ALUM.HOOD GEAR'PLATE ORBACK SDE MOTOR.BRACKET
3/16"0'ALUM..POP-Rr.&M1/4'1•TAPCOn O l?!'1/B:HtO//6•HOOD A!+GLE fj}j SIDE RAIL
1/4.0'sarTAPcvs:� L19x7
• ®IB•O.C.'
1/4•0TAPCON O 16"O.C. GEAR OR TUBULAR MOTOR �y`(
-Av—L t STEEL,OR-ALVM.-IMsomm
,GAP
44
70MM UP TO 120 SF OR 180" 70YM R
IXE SUP
CUSTOM HOOD WALL ATTACHMENT. CUSTOM HOOD CQLINGATTACHMENT IOONM am TE 120 9F OR 1EI0•
BF1IOR /f0x3/4'iEK3 C
fA9AtTB7TfON•F1arLAYfkYOtGKO6TAWTON-NTS VAMIMIOII;NdiiETEMION IIb'fAMlLTIOII-N.TS IOIER SUPPORT
C
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ROIL FORM:030'TO.M4LUW.HOOD
FRONT SIDE `S _ Ai
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S10a3/4•TEKS p: -y1 • tS
SIDE RAIL `0 �� .b`
END�CAP'COMPONENTS AND:ASSEMBL•Y '�, o:�`
U10-RETEIf110NBNGN#TFWIIWVII6TAI7Ri1R1�W.TS- Ii �. ;".�O .�
ALUMINUM HOOD COVER• Fa+FF Lt11Lt4
LRweTErmoN►lwroAEILNTLonOmwATmn-wts. d, �
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t. FTI _
0.312' � 7384' OR LONGER'
0:085"
0.159•
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0.062' � O
0.009' OOSY
0:]18'
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TO
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• 0:354-"""1 1�'
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0.070' 0.06D' Q125' - O.a52• D.OW' Ti a
0.159' ��.����
1.150' t.20t" 0.100' �•�-D.77S' - l: g
0.tu �o'"J'• I .6063-T6 ALUMINUM 3":SIDE RAIL qis
0.120' ��. } g..
]'NOIFkfT9lItONTEADf-o-i•1:2
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D.,00•..1 L0.168.' 4000- SIDE RAIL �_
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3.245• 1 1
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1191' 0.725' �0•�• I ppp,p(}pl(pN R6OVi1ATWN•RTS of
0".. 0.187' 0.125' ISL
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0.100' asJl� �N.6 END CONNECTOR �Oy
y.r D.120' I n 810.•1•sus SS 311 S.FM
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0.125• fllN1I0N iK5'MLATgN-SddCa•1 $
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NOTES: Y - 10,000'N51 ••
0
4DUENI OF IN EMU I-.040. 4/IT ♦�� '•
11
_SECDCWL MFA A'-1,713 IN. AT 'SLAT END•CONNECMR
s1ACK(lue) saki-.251.04 INSUIT LOCK.END CONNECTOR END COEMMDNm RDETAIL
Np4FRETENIpN INSIAWRION-SINE 1:1 .END{1EiB1110t11N6TNUgtON�•SdIF1:i NON71flU/RDN D6TNJAT1011•N.TS.
ANGLE,BUILD-INS(TYP) �+
_.._ _ ...__... _ ___________—__..___ATVPKAL ATIACHMINT OR FLt
4.37:AR 2'BIIfLD-AHS(T19) .._.______...(SEE'8 SCREW.OR BUES:O-74.SCREW(lYP)_ _.__ _ ALTERNATE ATTACHMENT)
(SEE BUILD--WS TABLES;ON E�
ENDS MULLION ENO MULLION SHEETS 14 TO IT FOR S9XNC)'
END MULLIDN 1/4-14 SCREW.OR
S/18-24.SCREW.(rYP).
(SEE-3/6'ARGUES TABLES.
ON SHEET 17'FOA SPACING)
ROTE: kC7ND
END'MULLIDN MULLION 1/4-14 SCREW,OR
INSTALLATIONS'SHALL .MnONS,sNALL NOTE s/te-za sCREW..(TMP)
NAME A F1.ORIOA A FLORIDA' EHD':YULIAN
PRODUCT APPROVAL UCTAPPROVAL INSUW7LONS.SHNL (SEE,TRMAT-YOI:M TA&ES �FOR THIS TYPE OF ws TYPE OF HAVE A FLORIDA' ON.SNET:T Il FOR SPApNG) . cti
SNORER SYSTEM m SYSTEM' PRODUCT.APPROVAL
FOR1THIS TYPE t9 ig
$MUTTER SYSIrm F Q'tIN
ems;= gT
1/4-14 SCREWi OR D/18-24.5CREW(TTP) ENO�RETENTICN'TRACK.SHOWWVPEN PACE
1/4-14 SCREW.OR (SEE 7RACK.KOUM TABLES AHO N@N-RETENTION TRIC[4 SWDAR,(IMP) TP
5/1 5-24 SCREW(lYP) V.END'RETENNON TRACK.SH TALE ON'SHEET 11:FOR.,SP/I W 'ENO-RETE .TRACK:SHpYN.OPEN FACE
ON SHEET t rOR•SP� AND.NCM-RETENTION TRACKS"swim(TMP} AND NON-REEFMpN TRACNs S7YIlAq'�(TMP)
r-jVICAL END.MULLION.(OPIION SA):. WEND MULLION W/'BUILD.-INS.(OPTION 5B) END:MULLION W/.ANGLES'(OPTION SLS
.FIY6AETBR10N a MON#TEMIOR'•NX& ^ -q*AmmATONa NDIAAERMION•N.TB. BlDRERNi1011 LNONN@iFNYtON•iLTS.
Z
CNI
INTERMEDIATE MILLION INTERMEDIATE MULLION NTERMDIATE,MULLION
AHGIE BWLD-INS(lYP) _
(SU SUILD-IN, A ES ON 4..SCREW(TMP) (TYPICAL'ATTACHMEM) a.
(NOTE: (SEE BURR-U$'LtB1F5 ON NOTE:
INTERMEDIATE OMMEDIATE, 'SHEETS 14 TO V FOR SPACING) NIERMEDMTE Z
YIAEtON MLDLION I/4-14 SCREW,OR S
NSTALATIONS SHALL INSTALLATIONS SHALL OMALLAMOAS$HALL 5/1e-24 SCREW-(TP)
HAVE A FLORIDA HAVE A,FI:ORIW d'
NAVE A TIOWDAK. - (SEE 7/D'ANGLES TABLES 44�
PRODUCT APPROVAL PROOUCT 41. PRODUCT APPROVAL ON SHEET 17 FOR SPACING)
fOR THIS TYPE OF FOR.-THIS-TOE Of
SHUTTER SYSTEM SHUTTERS S EM SHUTTER SYSTEM
1/4-14 SCREW.OR.
5 15-2':$CRE. (T S/1D-24 SCREW 6)
(SEE 4:SCREINTtTA SEE_TRACK MOUNT TAMES
(SEE'TRACIL 1(OUM TABLES. l:Y:OR 2'1301.0-INS'(TTP) ON SHEET 11-FOR SPACING) .6 O
ON.SHEET i NOR SPYVCNC), A't TX
ANGLE BUOD-NS.(RP) 3 L9
rr (OPTIONAL ALTERNATE.
ATTA-WM) C 1�-
TND-RETENTION TRACK SHDYMOPER FACE.
OPFACE.
1/4-14:SCREW..OR S/16=24.sCAEW(TMP) AND NON-RETENTION TRACKS PALAR(EYP) ENO-RETENTION TRACK SHOWN.OPEN.FACE .0 IN�p¢ .
(SEE.TRACK'MOUNT-TAMIS AND NON-RETENTION TRACKS'saiiIAR(RP)
ON SHEET 11 FOR�SPACINO)
EHp-RCRHTIGN-TRACK'SHOAN.;OPEN FACE
AND.NON-RETENTION TRACKS Sukm(TMP) � -Y ♦i
TYPICAL INT.MULLION(ORION 6A) INT..MULLION W/BUILD-INS(OPTIONAB). INT:MULLION W1 ANGLES(OPTION 6C) -Nxr
C ETOKEtEMTONaoIaN�AETENiTON-Max C Eto+lervrtmrtalan4ttTTDmaFt-Ras C. lNFRETENIIONaNTaHAETermoH:rLrs o
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1/4-14 SCREW,OR!5/16-24 SCREW(TTP)E'BURD-MS-TABLES:ON—
SHEETS
N—ETS'14 TO 17-FOR SPACING,, -_- -_
ANGLE BUILD-MS.(TYP)
GOPHER MULLION ATTACHMENT OR
/�.,� ALTERNATE'ATTACHMENT)
4'.r.OR r BUILD-MS'-(TMP)'
CORNER MULLION 114-14 SCREW.OR �
5/15-24 SCREW(TMP)
(SEE J/5•ANGLES TAPIC S,ON-
SHEET 17 FOR SPACING)
HOLE: T/4-14 SCREW.:OR.
CORNER MULLION. S/16-24 SCREW Cm). .
INSTALIARONS SRALL NOTE: :Nm (SEE TRACK-MOUNT TABLES •'.
HAVE A FLORIDA CORNER MULLION CORNER ON SWEET'1 T.FOR SPACOID)
IHi0DUC1 APPROVAL IHSiALUTIGS:SNALL
INSTALLATIONS SHALL
FOR•TH15'TYPE.OF HAVE A.FLORIGI EWVEA'FCORiDA '
SHUTTER SYSTEM PROWCT.APPROVAL PROOUCT-APPROVAL 11
.FOR THIS TYPE OF FOR THIS-TYPE OFxs_
SHUTTER SYSTEM' SHUTTER SYSTEM
1/4-14 SCRm..OR I/4-14 SCREW,_GR:.S/16-24-SCREW: O-RrrumN.TRACK SHOWN.OPEN FAZE
5/16-24 SCREW',(TMP) ( ) 'F7N0-RETENTIONl11ACK SHOWN.OPEN FACE
(SEE TWIT MOUNT TABLES AND NON-RETENTION TRM=SIULAR(1YP)
(SEE TRACK MOUNT TABLES .. ANO NON-RETENRON TRACKS SIMILAR(TIP)
ON-SHEET 11 ET1(J SPIICINC) ETO-RETENTION TRAGI SHOWN,OPEN.FACE ON SHFET i/ FOR SPACING) O
AND NON-RETEXIM TRACKS SIMILAR(TTI)
TYPICAL'CORNER MULLION(OPTION 7A) CORNER MULLION W/BUIL4INS(OPTION JB) CORNER MULLION W/ANGLES.(OPTION 7C)
D BNDiS'TE11111N\HOIFIEfG(figf•N.T9. UD1�YFMfONAMCf&RETEXrlON-N.TS D EKV-RETERTIOHNON#ETENTION-NTS
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a
.SLAT PERFORMANCE FH
4•NOH-RETEMION TRACK
MA%IMUM DESIGN. SHAT PERFORMANCE (srAt.e[RED)
UNIT
SSUFtEWAI.FOR ANY 7 NON-RETENTION TRACK
.HEIGHTATTACHE)AND MA) IJUDES)GN
FCR'AAY CONROURATTON .PREMIREOFA SINGLE:
UNIT 6IATWAIL FOR ANY �C
.WTSPAN litESSURE HEIGHT ATTACHED AND- �1 gg
77 65 FOR ANY OONFOMTXN
76' 5E SLAT SPAN PRESSURE 1y V d
v 458. Tr 85 A VERTICM.BWLO-OUT
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9r 40 52 ^
SLG 38 84 48
D• 100• 34 w40 `%
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100• 28 96 p.
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las• 22 HDTe THE Hou-REIEMION STAGGERED SPACING DETAIL =-�. g- j g
120• 20 SM LOAD OR DESIGN OTONAL�ATDIOO�RINSTAUATION•N.T.S..
WINO lDAO SHALL NOT i d•••' � � `
PERFORMANCE'TABLES.FOR 71• y �:
CORNER MULLION ELEVATION.
NOTE:THE NON-RETETnmN SLAT sPus ANY cas,RGTREA71oN •,� a �� �c
SINOECRNLLTMMULLIONONSTALLATUM-K74 OR DESIGN WIND LORAD SHALL NOT
EKC®'THE''SIAY PERFOfNUNCE7 �� •.
TABLES FOR ANY CONFIGURATION. F/AFlllllll\11,
SHUTTER www(H) SHMER'HEIGW(EQ
NEWPDRf SLATS
e uAX OR
ONLY IN�ALA7S WRHGUT fCpICN.SU75
SLAT LOCK END CONNECTORS Is AL SLA (1/IS)H
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SLATS
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TWICAL SLATS NEWPGRT SLATS TvPICII SEATS
. mis uRl GR 'B AUX OR U uml.OR
(B/t5)'H (1/t5)H (15/18)H
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0
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LOADS ON DOSTINGSTRUCTURE FROM SHUTTER SYSTEM END-RETENTION TRACKS NON-RETENTION TRACKS a
Tx=PARALLEL LOADS(PLF) MINIMUM SEPARATION TO GLASS(INCHES)REWIRED FOR MINIMUM SEPARATION TO GLASS DNCHES)REQUIRED F.T
SLAT PRESSURE INSTALLATION IN WIND ZONE40R ESSENTIAL FACILITIES INSTALLATION IN HIND ZONE 40REGSENTIALFACOITIES
SPAN 140 130 120 110 100 90 1 80 70 60 50 40 30 SLAT PRESSURE PSF SLAT PRESSURE(FSF.
36' 210 185 180 165 160 135 120 105 90 75 60 45 SPAN 140 730 120 I 170 I 100 90 80 70 60 1 50 40 30 SPAN -65-F6-OF55 60 .15 I 40 35.1.30 25. 20-
48' 280 260 240 220 2D0 180 160 140 120 100 SO 60 36' 2.3 1 22 20 2.0 2.0 2.0 2.0 2.0 2.0 20 2A 20 66' 20 20 20 20 20:.2D .20 '2.0 20' 20: o
60' 798 852 513 387 250 225 200 175 150 125 100 75 48' 3.9 3.7 3.4 3.1 29 2.6 23 2.1 2.0 2.0 2A 20 60• 22 2.1 20 20. 20_.'20 ZO `2.9" 20' 20.1 BR. -fid
72* 1780 1595 1410 1225 1040 854 688 482 296 150 120 90 6' 4.0 4.7 4.6 45 4.4 4.2 4.1 3.8 3.3 28 23 20 64' 29 2.7 2A 22 20 '20 2.0 2.0 2.0 2.0 Ra
84' 2659 2427 2194 1970 1738 1502 1276. 1042 806 571 334 105 72 5.4 52 51 5.0 4.8 4.7 4.6 4.5 43 '4.2 4.1 3.1 68' 3.7 3.4 3.1 28 25' '23 20' '20' 20 20.1 -
84• 5.8 5.8 5.6 5.5 53 5.2 5.0 4.9 4.8 4.6 4S 4.3 72• 4.6 4.3 3.9 39 32: 28 25 21 20 20
96' 3483 3211 2938 2864 2382 2107 1823 1539 1262 976 689 401 ; y
fob' 4296 3975 3651 3331 3007 2875 2349 2014 1686 1348 1009 670 96' 6.5 6.3 6.1 6.0 58 5.7 55 5.4 5.2 5.0 49 4.7 76' - 5.3 49 4A'-4.0' 35 3.1 2.6 "22. 20.
108• 7.1 So 8.7 6.6 6.4 6.2 6.0 5.6 5.6 5.5 53 5.1 80' 6.0 51 4.9 13 3 1 '33 27 22 �. �
120' 5098 4727 4385 3893 3819 3238 2880 2473 2085 1898 1309 911 >
132* 5893 5476 800.5 4644 4221 3795 3368 2930 2490 2048 1594 1147 120' 7.8 7.6 7.4 7.2 7.0 6.6 6.5 6.3 6.1 5.9 5.7 55 84' - 6.6 59 53 46 -4.0 33 26,
144' 5763 5293 4821 4345 3867 3377 2885 2369 1882 1372 732' 8.6 6.3 8.1 7.9 7.6 7.4 7.1 6.9 6.6 6.4 6.1 5.9 86' - 7.1 83 5.6 '48 4.0 32
158, 5901 5477 4902 4385 3832 3279 2730 2189 1595 144' 8.9 8.6 14 01 7.8 7.5 7.2 6.9 SS 6.3 92* 79 6.6 -57 1L7 3.8 �I
188' - 6025 5450 4871 4279 3881 3071 2147 1817 158' 9.5 92 8.8 fly 8.2 7.8 7.4 7.1 6.7 96' - 7.9 .fl7 SB 45 g.
160' - 10.1 97 9.3 0.9 fly 6.1 7.6 72 100' - - - :7.9_�E6 5.3" ' #
180' 5997 6368 4725 4076 3412 2733 2039 780• _ 10.7 10.2 9.7 9.2 8.7 82 7.7 164' - '93 7.7 82
197 - 5861 5171 4470 3753 3012 2267 197 11.3 10.7 70.1 9:5 8.9 8.2 708' 9.0 7.2
204' 5623 4884 4094 3288 2484 204' 11.8 11.0 103 9.6 8.9 112' - 10.4 83.. Z
218' 6087 5257 4435 3586. 2707 215• 727. 713 10.4 9.5 116' "8.6'
M. 5649 4776 3865 2938 225• - 13.3 123 11.3 10.2 120' - IL0
240' 8040 6108 4152 3162 240• - 14.7 13S 123 11.0
252' - 5147 4438 3385 252 749 133 11.9 _ y
2 - 5786 1717 3809 269• - - 162 14.6 72.9 2
276' 5002 3633 276' - 159 13.9 Z
LOADS ON E)(13TINGSTRUCTURE FROM SHUTTER SYSTEM
Tf-PERPENDICULAR LOADS(PLF)
SLAT PRESSUREfPSF) gig
SPAN 140 130 12D 110 100 1 90 80 70 50 1 50 40 30, 9=
36' 212 197 182 107 152 137 122 107 92 77 82 47
46, 282 282 242 222 202 182 102 142 122 102 82 62 dr_
60' 351 326 301 278 251 228 201 176 151 126 101 76
72 421 391 301 331 301 271 241 211 181 150 121 91 Conpen 6 Fled Hdow CMU Wood
84' 491 456 420 388 350 315 281 246 211 176 140 108 ANCHOR Mh Mn Erb.Min. Mn Ertb.Min. M'n Ertb..
.98' 550 520 181 141 100 367 320 280 241 201 181 121 tri'ULTRACON HFH 2' Y 7 11/4' 2' 2 C h
108' 631 585 541 496 451 405 361 315 271 226 181 138 5118'ULTRACON HFH 317 Y 312' 1114' 7 2
120' 701 650 501 551 501 450 401 350 3D0 250 200 151 3(8'CONFON 3314' 32'
132' 771 715' 881 665 550 488 441 386 331 270 220 185 114'-20SIDEWALK
144' BOLT W7 PANELMATE INSERT 317 1314' 312' 1114' Y 7 721 880 600 540 481 420 380 301 210 180 114'PANELMATE PRD.PLUS FEMALE,d NAS 217 Y 217 1114- Y 7 C �$g
158' 715 651 555 520 456 390 326 281 195 318•SIDEWALK BOLT WI POKERS ORORN 317 1 17 4- 1 114' W �
758• - - 701 631 561 491 421 351 280 210
180 675 601 525 451 379 1 301 225
192' 540 560 480 101 32o 240-
0
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204' - - 598 510 425 340 255 ..� $ .`•,..
216• 631 540 451 301 270 .ti.Z;•� pSA `:
�' 570 476 380 285
800 600 100 301
525 421 316 e+ G
' 551 NO 330 O?
276' - - - 151 345
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TRACK MOUNT TRACK.MOUNT 4'BUILD-OUTS 4'BUILD-OUTS 4'BULD+OUTS
END-RETENTION d NON-RETENTION TRACKS END-RETENTION d NON-RETENTION TRACKS END-RETENTION d NON-RETENTION TRACKS END-RETENTION d NON-RETENTION TRACKS END•RETENTION.d NCN-
MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT RETENTION!TRACKS.
WALL WITH WALL FOR ANY HEIGHT ATTACHED WITH WILL FOR ANY HEIGHT ATTACHEDWTTH WALL FOR ANY HEIGHT ATTACHED WITH 'MAXIMUM DESIGN PRESSURE
114'-14 ELCO DRIL-FLEX. 5/16-24 ELCO DRIL-FLEX. Sg6'ELCOULTRACON.HFH @6'O.C. 5116'HFH ELCO ULTRACON @ A-D.C. OF A SINGLE UNITSIAT
VY+1L.FORANYHEIGNT L1�
@ 6'O.C. @ 4'O.C. @ 4'O.C. @ 8'O.C. @ 6.O.C. @4'0.C. CONC.B HOLLOW CONC.8 HOLLOW ATTACHED WITH
1I8'ALIST 1/4'ALST iB'ALIST V4'AUST I/4'ALST 1/4'AL/ST 1/4'ALST FILLED CMU CMU TIMBER FILLED CMU CMU TIMBER ..wEL000OHFLEK:.@S'CO.C. a
SLAT SPAN SLAT SPAN SLAT SPAN SLATSPAN
PRESSURE PRESSURE E PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSLfRE CONC.d
PS PS PS PSF (PS F) PSF PS PS PS PS FILLEDCMU m'
84' 80 123 114 140 84' 105 135 140 57' 140 129 140 60' 140 128 140, SLAT SPAN PRESSURE
S0' 72 111 103 140 90' 94 121 140 fi0' 140 111 130 64' 140 107 132 (PSF)
96' 65 1D0 94 140 96' 85 109 140 63' 140 98 114 68' 140 90 114 77 140
102' 60 91 B6 132 102' 77 100 140 66' 130 84 100 72 140 78 64 7G 132
108' 55 B3 79 122 108' 71 92 1 135 69' 117 74 86 76' 125 68 1 66 'B0' 119 MINIM�
114' 51 77 73 113 114• 65 85 125 7T 105 66 79 80' 112 59 76 B4' 107
120' 47 71 68 105 120' 60 79 116 75' 95 58 71 04' 102 52 SB BB' 98
126' 44 66 64 98 126' 56 73 109 78' 87 52 64 68' 92 47 82 97 90 =
132' 41 62 60 91 132' 52 68 102 81' 80 47 58 9T 84 42 58. 96' 93 47
138' 38 58 56 86 138' 49 N 98 84• 74 43 53 96' 76 38 51 100' 76
144' 36 54 53 81 144' 46 61 90 87' 68 39 48 100' 72 34 47 TOC 71
150' 1 34 51 50 76 150' 43 57 85 90' 63 36 45 104' 97 31 43 106' Eta s i
32 49 48 72 156' 41 54 81 93' 59 33 41 108' 62 29 4D 117 .62
187 31 48 45 69 182' 39 51 77 96' 55 30 38 112' 58 27 37 i16' .58 -
29 44 65 1SW 37 49 73 99' 51 28 36 116' 54 25 34 120'
174' 28 42 41 62 174' 35 46 70 107 48 26 33 120' 51 23 32 124' 52 g=
180' 27 40 a 59 180' 33 44 67 105' 46 24 31ME
124' 48 21 30 128' 49 CIL.
186' 26 38 38 57 186' 32 42 64 108' 43 22 29 128' 46 20 28 13T 48
192' 24 36 36 54 192' 31 41 81 111' 41 21 28 137 43 19 27 IW 44
198' 23 35 35 52 198' 29 39 59 114' 39 20 26 136' 41 18 25 140' .42 p oC
204' 23 33 34 50 204' 28 31 56 11T 37 19 25 140' 39 17 24 1W :40y
210' 22 32 32 48 210' 27 36 54 120' 35 18 23 144' 37 16 23 148' 38 ,L
216' 21 31 31 46 218' 26 35 52 123' 34 17 22 148' 35 15 22 15? 36
Y12' 20 30 30 45 222' 25 33 50 126' 32 16 21 157 34 14 21 158' 35 R
228' 19 29 29 43 228' 24 32 49 129' 31 15 20 156' 33 14 20 160' 33
234' 19 28 28 42 234' 23 31 47 137 29 14 19 160' 31 13 19 104' 32 C F'R,•
240' 18 27 D 40 240' 22 30 46 135' 28 14 18 164' 30 12 18 168' 31
246' 18 26 26 39 246' 22 29 44 138' 27 13 17 168' 29 12 17 177 30
25Y 17 25 26 38 252' 21 28 43 14C 26 12 17 177 11 17 178' 29
258' 17 24 25 37 256' 20 27 41 144' 25 12 18 178' 27 11 t8 1BD' 28
264' 18 23 24 38 264' 20 26 40 14T 24 11 15 18T 26 10 15 IW 27
270' 16 23 23 34 770' 19 26 39 150' 23 11 15 184' 25 10 15 189' 26
Z16' 15 22 23 3d S. 19 25 38 153' 22 10 16 188' 24 10 14 19T 25
all
NOTE:THE NON-RETENTION SLAT AND VLEWPORT SLAT SPANS OR DESIGN WIND LOADS SHALL NOT
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(SEE CONNECTION ANGLE CAPACITY ON SHEET 19)- 1/41.10 OR': 16 0 ULTRACON 0 121 O:C.
E - - - 1%4.0.DTR-Fl.E1U'oR BOR -------- - -- ---- 1 -CAP-1 B•-ANCI1-(1YP) - -
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MOUNT 1M SHOWN.HEADER
SIMILAR TO SILL CAN RE 1/E•M.CK ALUM.ANGLE UP�T0:2500 LBS
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• STORM BARS CAN BE USED TO REDUCE MINIMUM SEPARATION TO CUSS �Ii 1 •*'�..;
L
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Dr 1d STORM BAR - --
(SEE TABLES ON SHEETS 20 THRU 22)
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11pT I 1 44•T ICK u:.ANGLE ua.m,6500.Les
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17+'o.s/Tera uLTRADDN(11'a).
(SEE COFWEOl10N TABLES,ON THIS SKET) ..UNI
,� ---- --- ---- --- — -------------
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CONCRETE&FILLED CMU HOLLOWCMU YOM
DESMINLOAD ANCHORSREOUIRED DESIGNLOAD ANCHORSREWIRED DESIGNLOAD ANCHORSREOLRRED
CONNECTION ANGLE LBS EACH ANGLE EACH ANGLE EACHANGLE
.7TONN PRIWFALIATION-NXS. 1890 114'ULTRACON 1060 114-ULTRACCN 900 1W ULTRACON IL
2520 4 14'ULTRACON 1400 4 114-ULTRACON 1200 4 1M'ULTRACON 'L`
:2DS0 2)5116'ULTRACON 1290 5116-ULTRACON 1770 61IB.ULTRACON 3
NOTES: 5120 (3)5115 ULTRACON 1720 (4)511E ULTRACON 2360 4 6116'ULTRACON G $
• SEE.STORM BAA.CONNECTION.CAPACITY TABLE FOR.REQUITED AKCHORS;USE:CENTER ANCHOR "4190 4 5116'ULTRACON 2150 5 5116'ULTRACON 2850 5 5118'ULTRACON
SPACNG AND LOCATIONS WHEN RECUREO.
'5200 (5)5116'ULTRACON 2580 (6)5116'ULTRACON 3540 (6)3116'.'ULT'fUCON C
• SEE STORM BAR END LOAD ON MAIOMUM DESION'PRESSURE.STORM BAR TABLES'FOR THE.REOUIRED •_ . Y
MINIMUM CONNECTION CAPACNY 1 3410 5116'ULTRACON 4720 RN Fir R-TRACON BI
81 C T
CONNECT10NANCLECAPACIIT REWIRED W RW
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LBS EACH ANGLE EACH MILE L EAT:H.,:TREU IMP FJICFi ANGLEPA EACH ANGLE \�
1260 1 VV ANCHORS 700 I IW ANCHORS '600' 1114'MOM t381 114.14 DRIL-FLEX: 212D 1 114.14 DRIL-FLEX 4�
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2080- 1)5116'ULTTucON 660 (f)Nf8'ULTRACIX4 Ileo 1 5116'ULTRAOON 39M U4.14DRIL-FLEX. q97 3 114-14DRIL-FLEX
4160 5116'ULTRACON 1720 5116'ULTRACON M. 516'UL7RAC0N 1240. 1114THRIIBOLT 2500 1)14THRUBOLT �: .: �. !•_��
8120 1 FIN 3V DRO '2580 5118'ULTRACON 3540 WS'ULTRACON 2480 14.THRU BOLT 5000 1/4 THRU BOLT
4010. (21W DROPIN 340 16N6•ULTRACON 4720 5116'ULTRACON 3m (2)318 THRID BOLT 3760 13At THRUBOLT -'•O': '�
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MAXIMUM DESIGN PRESSURE OF'A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A MAXIMUM DESIGN PRESSURE OF A
7X4'XIIB'STORM BAR(6063-T6)-3OR MORE SPANS 2'X4-X1f8'STORM BAR 6063-T6 4 OR MORE SPANS2'X4'XIW STORM BAR 6063-T -3 OR MORE SPANS 2'X4'Xtf4'STORM 6N2 6%3;T6•3.ORMORESPANS
AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE' STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN W20130.8
M BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR
SPAN WIDTH LENGTH PRESSURE END LOAD,DEFLECTION SPAN WIDTH LENGTH PRESSURE END LOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE ECTION SPAN WIDTH LENGTH: PRESSURE 'ENO LQ40'.DEFLECTION
UPTO UPTO PSF LB YIN UPTO UPTO PS LB YIN UPTO UPTO PSFIN UPTO UPTO Y W ".
66' 140 1107 1.1 54' 140 1630 1.0 66' 140 0.8 54' 140" 2355 0.7
7Y 140 1206 1.1 60' 116 1501 1,1 75' 140 O8 60' 'I40 2816 Ole
78' 123 1149 L1 66' 96 1386 1.1 84' 118- 0.8 66' 116 2426 0.8
84' 106 1067 1.1 72' 80 1242 1.1 93' 97 0.8 72' 99 2220 0.890' 93 1003 1.1 78' 6B 1144 1.1 107 80 0.8 7B' 85 2065 OB30' 48' 78'96' 81 932 1.1 84' S9 1069 1.1 111' 68 1.0 84' 73 1910 0.8
107 72 880 1.1 90' 51 990 1.1 120' 68 1334 1.1 90• .63 1766 0.8 �.
121 '
828 1.1 96' 45 932 1.1 129' S0 1236 1.3 96' 56 1674 O8.
114' 58 792 1.1 107 40 880 1.1 138' 44 1164 1.5 107 49 1557 08.
120' 52 748 1.1 108' 38 1 838 1.1 147' 39 1099 1.7 108' 44 1480 09
66' 140 1328 1.1 48' 140 1610 0.8 66' 140 1992 0.8 - 54' 140 2535 0.7 7 -
72' 121 1252 1.1 54' 129 1669 1.0 75' 132 2135 0.8 60' 133 2677 08
78' 103 1155 1.1 60' 104 1495 1.1 84' 105 1902 0.8 66' 110 2435, 08' x
04' 89 1075 1.1 66' Be 1360 1.1 93' 86 1725 0.8 72' 92 2m 0.8 4�
36' 9o' 77 9% 1.1 1, 77 72 1242 1.1 54• 107 71 1562 0.8 �. 78' 79 2087 CA, .
96' 68 938 1.1 78' 62 1159 1.1 111' 60 1436 1,0 04' `68 1910 08
le
107 60 880 1.1 84' 53 1067 1.1 120' 52 1346 1.1 90' '.59 1781 C.B. y
108' 54 838 1.1 90' 46 992 1.1 129' 45 1252 1.3 96' 62 1674 08. Z
114' 48 787 1.1 96' 41 943 1.1 138' 39 1160 1.5 107 48' 1514 CA.. 2
120' 43 742 1.1 102' 36 880 1.1 147' 34 1078 1.7 108' 41 1485 08 .a
66' 123 1381 1,1 47 140 1550 0.7 66' 140 2214 0.8 54' 140 2717 0.7 _
72' 103 1244 1.1 48' 140 1771 0.8. 75' 119 2138 0.8 60' 124 2674 018 d
78' Be 1151 1.1 54' 117 1665 1.0 84' 95 1912 O8 68' 102 2419 OB
84' 76 1071 1.1 60' 95 1502 1.1 93' 77 1716 08 72' Be: 2725 08
42' 90 -
% 68 996 1.1 CB, 66' IB 1357 1.1 1. 107 64 1564 08 90' 78' 73 2046 08'' pC
96' 58 934 1.1 77 66 1252 1.1 171' 54 1436 1.0 '84' 63 1902 O8:
107 51 872 1.1 78' 56 1151 1.1 120' 46 1323 1.1 90' .55 1778 08 _
108' 46 833 1.1 84' 48 1063 1.1 129' 40 1236 1.3 96' 46 1656 08'
114' 41 784 1.1 90' 42 996 1.1 138' 35 1157 1.5 107 43 1576 0.8 M1
120' 37 745 1.1 96' 37 936 1.1 147• 31 1092 1.7 108' 38 1475 0.9 >>>
68' 108 1366 1.1 47 140 1691 0.7 66' 128 2429 0.8 48' -140 2518 0:8' ,� $
72' 90 1242 1.1 48' 136 1877 0.8 75' 99 2135 0.8 54' 140 2898 0.1 _z
78' T7 1151 1.1 54' 107 1661 1.0 84' 79 1908 0.8 60' 1t8 2688 0.8
84' Be 1063 1.1 60' 87 1501 1.1 93' 64 1711 0.8 68' "S6 2429 0.8
48' 9o' 58 1001 1.1 72. 66' 72 1366 1,1 77 107 54 1584 08 96, 72• at 2236 0.8 A. ¢
w 51 938 1.1 77 60 1242 1.1 111• 45 1436 1.0 70' 69 2063 0.8 141107 45 880 1.1 78' 51 1144 1.1 120' 39 1346 1.1 84' .59 19000.8
i108' 40 820 1.1 84' 44 10831.1 129' 33 1224 1.3 90' 52 1794 08.
114' 30 787 1,1 90' 39 1009 1.1 138' 29 '1151 1.5 96' 45 1658 08
120' 33 759 1.1 L 96' 34 938 1.1 141' 26 1099 1.7 107 40 156! 0.8
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