Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 Business& 11 F Professional Regulation 32 di �^^^^��^^ BCIS Home I Login I User Registration Hot Topics I Submit Surcharge I Stats&Facts Publications Contact Us I BCIS Site Map I Links Search Fbridtl r��.��,�R�R.R�///111...��kCC—�����}���/��`///III +,r® Product Approval yy ■ y USER:Public User 6,== j'� Product Approval Menu>Product or Application Search>Aoolication List>Application Detail RECEIVED REPPERME FL# FL5790-R12 NOV 12 Application Type Revision 2019 Code Version 2017 Application Status Approved ST. Lucie County.,.Permitting Comments Archived ❑ Product Manufacturer American Shutter Systems A s la IL c Address/Phone/Email 4268 Westroads Drive West Palm Beach, mmov FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley trodrlguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed 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. © Validation Checklist-Hardcopy Received Certificate of Independence FL5790 R12 COI CertificationOflndeDendenceSS.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2002 ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-1996 2002 ASTM E-330 2002 TAS 201 202 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtDmAG7pnms... 10/16/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/09/2017 Date Validated 10/12/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 5790.1 58mm Bertha End Retention/Non- Roll 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 EvaluationReoortSS.Ddf Velocity Hurricane Zone.For design loads and spans refer to Created by Independent Third Party:Yes engineered drawings(installation instructions). Back Nex[ Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Convriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic 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 emails 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 here. Product Approval Accepts: x�^ ® sClacV. em D6dIt_Q*d Safe: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtDmAG7pnms... 10/16/2018 yEE1ERAL NOTES: MLUA1mN.BAS+ON L TKJ ENOINEERINO.LLC.HAS NO CONTROL OF THE MANUFACTURING,PERFORMANCE,OR INSTALLATION OF THIS PRODUCT.THESE GENERIC PLANS FENESTRATION TESRNG.IA80RATCR(;W. WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND'TEST DATA PROVIDED BY-THE MANUFACTURER. LABORA1DRy NA. 4780 DATE DECEMBER f."2005 0 2. THE ROLL-UP-,SHUTTERS;SHOWN;ON THIS'PROWLT'EYALUATION DOCUMENT HAS BEEN DESIGNED IN ACCORDANCE WITH THE 7017(STN EDITION) :REPORT N0."5 •3 FIORM BU.I.WNo CODE(FBC).AND''TIE 2015 INTnNAnONAL BUILDING CODE(IBC).THESE ROLL-UP SHUTTERS SHALL NOT BE INSTALLED IN MGH FILE NUMBER 05-416 Vq.0011Y'HIPAPOCNWE.ZO. .(NWA[-DAVE COUNTY/BROWARD COUNTY).ROLL-UP SHUTTERS INSTALLED IN WIND ZONE 4(SEE FBG SECTION TEuTING PROTOCOL E330;E1BB6 k 1609.1;22);.02 ESSENTML FACUM'SNALL-MEET THE MINIMUM SEPARATION TO GLASS.DESIGN WIND LOADSSMALL BE DETERMINED AS PER E1996-02 'SECTION 1809;Or.THE.ABOVE RCFEf0CED.CO=;IN-ACCORDANCE WITH ASCE 7-10,AND FOR A BASIC WIND.SPEED AS REQUIRED BY THE WIDTH TESYFD.12b`0 bP-140:0 PSE JURN50=m WRERE TIE ROLL-UP'SHUiffRS..Wutu INSTALLED.THE ROLL-UP SHUTTERS ADEQUACY FOR IMPACT;DEFLECTION,AND FATIGUE AMSTANM:HAS BEEN VERIFIED IN ACCORDANCE WITH'SECTION 1609.1.2 OF THE ABOVE REFERENCED CODES AND AS PER ASTM E330,E1866 k LABORATORY.NR- 4744 r E199N-AND.TAS 707,.202:AND 201 AT,FENESTRATION TESTING LABORATORY,INC.AND AMERICAN TEST LAB OF SOUTH FLORIDA PER THEIR DATE;-NOVEMBER 11;:2005 REI'mrs'(SEE"LIST OF REPOHfS). REPORT NO.4 RE' . FHUMBER 05418 -3. LIMITATIONS DF USE.. TESTING PpoybCOL 030,EtB6G k E1996-02 .A. THIS'.PNOMICT SHALL NOT BE USED IN HXTH VELOCITY HURRICANE ZONES(SEE FBC SECTION 202). WIDTH 1ESTED-9Y 0 OPo44 PSF B. THIS PRODUCT 15 OWAUF®A5•F]bf4 POROUS'THEREfORE GLASS SEPARATION IS NOT REQUIRED EXCEPT FOR THE FOLLOWING LOCATIONS. UIBORATORY•NP- 4740 QATE:"NOVEdBER 14,2005 &&& ; ESSENTIAL FA.^il:ITIES A9OEFINEON.. ASCE 7-10 REPORT"N0.3 Q FEE'NUMBCR 05-4T8 �' HK9 Z G .WHERE THE SPEGP INC'AUTHORITY"OLDS VECIPMD OPTIONAL ADDITIONAL PASS/FAIL CRITERIA IN ACCORDANCE WITH ASTM E1996 FOR TESTINO PROfCIM6-07'k y: WIND ZONE 4 AS DEFINED M Am E1996,WITH MODIFICATION BY THE FBC/IBC SECTION 1609.1.2.2(FBC:LOCATIONS WITH ULTIMATE [1996-02 �a��rn WIND SPEED.OREAYER THAN-170 MPH). WIDTH TESTED-120'0 DP-23-PSF a pppTT1 Yr • ONSTAISATION IN THESE LOCATIONS SNALL.NEET THE MINIMUM SEPARATION TO GLASS TABLES ON SHEET 9.THE SEPARATION TO CLASS LABORATORY:116. '4814 MAY BE REDUCED RS BY SIM BADN'SHEETS 16 TO 22 'DATE:JUNE 17.'2005 � REPORT.N0,2 C..INSTALLATION WITH MtRMMft 66.AND�OORNER MULLIONS REQUIRE A FLORIDA PRODUCT APPROVAL FOR USE WITH THIS TYPE OF FILE NUNBER 05-4f8 SHUTTER SYSTEM ' �• . HTES ANG PROTOCOL•r.MO;E11180-O2k E1996-02 0. INSTALLATIONS SHALL-NW..EXCEm THE LbVOMLILI.ALOWASLE STRESS DESIGN(ASD)DESIGN RATINGS AND MAXIMUM SIZE UNITS BELOW. WIC 7TSTED-281'O DP-60'PSF SLA T SPAN DEMON;WOAD'LOA05 OMRMINEO-AY THE FBC AND ASCE 7-10 SMALL BE REDUCED TO ASD BY MULTIPLYING 0.6(SEE FSC SECTION LASIRATOM M1P..IS96 1609.1.24). DATE.;APRIL:29.2005 TYPI=SINGLVEU�NrrEVATION '3B PSF MA1c-PRESSUR£.Dz7e,wx wrnN FFILLEEDNUiRT re°R-105-418 . v110'PSF MAX:PRESSURE 0..96:MAX,WIDTH T[SIWG'PAOTOCOIt Emo,.E1T189-02 k OIOM-f0.TS. • SEE TABLESON"SHEET477NR000H:22 :E1996-02 MOTH TFSTm-242.5"o DP+80 P9F E IMPACT LLVEL'D;9=1/4 LB LARGE SLE IMPACT. E ANCHORNC OR LOADING'CCWW04S DREIER'THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL IABDkATO U -3 220 4n IUKBO IDRV:T-31, 600 2 L3 H. INCREAASE7 1N ALLONABLE EIRESS(133)HAS NOT BEEN INCORPORATED IN70 THE DESIGN OF THIS PRODUCT. F-0L PIL MB 0D=238 �_, Z3' YESTINC PROTOCOL-TAS 201 m� 4. IT SNAIL BE THE REM:VISTB0fi1'CFHE 7 'CONTRACTOR TO VERIFY THAT THE EXISTING STRUCTURE IS DESIGNED TO SUPPORT THE LOADS FROM STORM BARS TESTED.,292A1/4;2.07.1/8: THE SHUTIER'SYSTM MTD MULLIONS EXISTING,STRUCTURES NOT ABLE TO SUPPORT THESE LOADS SHALL BE EVALUATED AS A SITE SPECIFIC .2A4I17/6;'2.4.1/4 �,�4n PROJECT.SEE NOTE 4 DF'PROMCT EMALWTION/TOTES. �, O- AMERICAN TESTING'LAB'OF SOUTH FLORIDA: Ty.SEE TABLES ON SHEET 9(EITHER DIRECTION) MC; pp��www 7A.SEE TABLES ON SHEET 9 LABOFIATORY'Im.DATE:': ARy Z017 01-09 ,"2010 OC :Ila-FFGTION NR..09-0203.02 .T -TESTING:PROI000L'.£3-W-O2.E1866-05 Ty-SEE=TABLES.:ON SHEET 0(EITHER DIRECTION) &ET999-05 - 6RO1N TESTED400 0 DP-02 PSI, 4 Ingo-RE"MON ma= NON-RETENTION TRACKS WROTH TESTED-1207 0 OP 100'P5F A C. S. ALR.ALUMINUM EMTRUSIONS•SHALL BE'6063-T6 AMOY(UNLESS OTHERWISE NOTED OR CAN BE REPLACED WITH 6061-T6 ALLOY). IABORAYORY Ne. .OBD301 12 DAM-OCTOBER/8.2012 z$_ •:(.- 6. swim"MAY Bt MOTOR,TAPE AUIiLY,,OR CM DRNw, Cymioi1DN Nb,265001 7 RFR SMTMANUFACTURE`S LABELS SHALL BE IN AF-OORD `LACE, WITH SECTION 1709.9 OF THE FLORIDA BUILDING CODE. TESTING PROYDC1x:201-94.k 203-94 VADTH TESTED 72 0'DP 50 PSF PRODUCT MLt YMM.MOTES .WIDTH'TESTED 96'6 CP 23 PSF C Iy -1. THIS.PRb617Cf.EVALUATION OOCUNENT(P.E.D.yy PINEPAR[0 BY THIS ENGINEER IS GENERIC AND GOES NOT PROVIDE INFORMATION FOR A SITE TESTEO.4B'O CP-A40:PSrE LABORATORY Mb ,OM3.02-12 B SPECIFIC 7RO.ECT;.I.E WHERE THE SITE CONDMONS.,0EVMTE FROM THE P.E.D. .DATE:'OCTWER 76,:2012' ..- 2."CONTRACTOR SNALL.BE RES'PONSBLE�FOR THE SELDmN,.PURCH/SE.AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON CEITTIrm TION NO:2850.01 '77115 PROOUCt EVALUATION PROVIDED AND-SHALL HOT DEMTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. TESTING.PROTOCOL 201-94":k-203-94, -WIDTH 1ESTE0 180'O M45;PSF �-•--STAT SPAN +--SLtT.S. STAT SPAN 3, '..TPIS'PROD=.EVALTATION'DOCUMENT'WTil:BE CON9DERE0 INVALID IF ALTERED BY ANY MEANS. WIDTH TESTED 2h,4'0 6P.13"PSP I WIDTH TESTm 702'6 OP-140'PSF _b 4. SITE SPECIFlC•PROJELTS'SHALL BE GREPATEO'BI A•FLOODA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF Y�AE�}�./�' �Ly a ry� �1� �q RECdtD(EO R)FOR 711E PRQIECT AND'YND-WILL'BE RESPONSIBLE FOR THE PROPER USE OF 7HE P.E.D.THE ENGINEER OF RECORD.ACTING LABORATORY NP, 06AT03-12 TYPICAL MULL 1rLG_LINI'1 ELEVATION '.AS A pEIECATED ENGINEER TO.THE PMO.ENGINEER"SHALL SUBMIT SITE SPECIFIC MWRIGS FOR REVIEW. CERTIFICATION.'� RN19. 9�l .U1 LSC Mf904EOlATE,"ALE"REal IMPOR.DSTAUATMM 'ANC710R,k_14IENING N0TE5: TESTING PRDTOCOL1 201-94..202-94 4,. 'O 203-94 O:' 1. ALL'FASRNERS SHALL BE CORROSIINN.RESISTANT COATED:CARBON STEEL AS PER DIN 50018-OR STAINLESS STEEL 304 OR 316 SERIES WITH 50 WROTH TESTED=744'0 DP=+4S/-60 PSF 0 S'G 1 XELD�PWNF.AND 90 skM AJUpJATE TENSILE'SMID40TN- ; LABORATORY NP. 01103.0-12 :2. NO EMBED EN1"INTO NON-ST UMFIAL,'COMPONENTS SUCH AS,STUCCO.TILE.SIDING.ETC.SHALL BE CONSIDERED AS PART OF THE EMBEDMENT. DATE.OCTOBER;19,2012 ��/ GERM'ICA 2850.01 3. THE ANCHOR SPACINO.ANO.DESIGN PRESSURES ARE-VAUD FOR EDGE DISTANCES AND MINIMUM EMBEDMENT SHOWN ON SHEET 9.THE MINIMUM TESTING PROTOCOL'202=94 FYI1111111 EOGE'OISTANCE MR INC 1/1-14.k 6/I6=24'DRIL4LEX"SCREW IS 1/2"AND SHALL BE ATTACHED TO 6063-16 ALUMINUM OR A36 STEEL(OR WIDTH TESTED-461 O DP-25 PSF C� .BEMR). WIDTH TEMM-72'0 UP-50.PSF *01H']ESTE'0-46'0 DP-140.PSP r N E7T1S11NG_SifLUCTURE(lYP) CONCRETE,FILLEDCUR, LOW CMU.' TiuBER,AWU7NUU.'OR STEEL IV e r • • r (. l 4 5/16'e T v:t2"0. (TYP) AF!CON . 4 ' •. e - ! !q ¢UfLD-tiUF NFAt7E'Ft g ° a a`• s: (OPRONAI.) ��. gill, n. ♦• , r T• + T/4b SEU-TAPPINt g�. .4 SNS®t?'In;RTP). " ��16_:.. 5/18'e TAPCON, SNURER ItOU51RG � e o : 3/11.6 ANCHOR, t/i-ta'SCREWS'.OR 5/18-24 SCREWS'(TT'P) L7tm.:r. . CONNECTOR .1/4'MAN 1/4S TAPCON 1/4'MU. •. .� (SEE TRACK MOUNT TABLES . SLAT AT EACH rob o 6'O.C. ON'SHEErS TO A 11.FOR 5/8.0 ACCESS NDLC SPACING) 1/4'e UPCON 5/E'6.ACCESS.HOLIE ®Jr O.C. NON=RETE mam SLAT 'N6N-RETEN110N SLAT'.. 5/11`6 OP.'13I16'6 (SEE MAT'PERFORMN4CE'TABLE (SEF Sur PEAFORWLNCE TAmr �' . ACCESS HOLE(hP.) ENO-RE17tDON.TR SIMILAR ON SHEET 7 FOR 3'TRACK) ON:SRME 7 FOR IV-TRACK) m• WALL MOUNT 0(_PTION IA) WALL MOUNT (OPTION 18) WALC MOUNT.{ PTION`SG) + o J.1(4"EN6RET�RION TAAOC-NST 3.1KRFRIETCINTIONTR&M-.NX-5 '4•'NCN REiENTIOR TRiWI;-N,TS . a SUCGERED STAGGERED •• .S •.e • e ejt• °r 4 .• �C" t • • 58WW SLAT SME RAIL/TRACK 5/i6'o TAPCON, 5/I6'e TAPCON.AkC •Q} VERTICAL 811RD-OUT 3/11 n ANCHOW� T iA' OPRONAL STAGGERED f/1-1411 SCRELV�O�R0,2' OPO A6^GERf]) (OPl1ONAL) z 1/4-lt SCREW;OR ?+ • 5/18-24 SCRET!'(TTP) ATTAd1MENT 5/16-24 SCREW,(TYP) .0 (SEE 4-BUILDOUT TABLES ON (SEE 3'.BUILO-WT TABIFS:.ON. 511EET5•tt;R 12 FOR SPACING) '4're' SHEELS.,12,k'13 FOR SPACING) 1/8`-OR 1/6'•WAIl TNICNNESS . (SFE.TRACK.WOIfliF TABLES ON i/A•6.SETr TAPPING Sus W Rai DID-RETENRONSHEET ti FOR THI00XSS). ) NDRETENTION lia .1/8•..OR'1%4`.WALL THICKNESS. TTtAEK;SN04M _ .TRACK:SHOVIN (SEE TPACK NOUM TABLES..ON NON-RE1Q1110N. NON'FRLI�E IIAND IL`N ' SUS ET I1 FOR THI;KNE55) TRACKS SILIILAR T 12 WAW/8'ALUM.(1YP) ; v TRACKS SIURAR mom • ��� STAY LOG7L END'CONNECTOR T;LOCK END CONNECTOR. RT OTFIER'StAT AT UCH.END e 1/4-14 SCREW.Ok EVERY OTHER'SLAT AT EACH ENO TJ4-14'SCkW,OR •e'•• 1/8'11tICK'ALUM ANGLE SILL •T (`O ,J'+ 5/18-24 SCREVI(TYP) 5/18=21,SCREN 1"l 'T (OPIKIHAI� O 7 pt a (SEE TRACK`.NOUNT.T.= D'2•MIN (SLS TRACK MOIRlT TABLES WINON SHEET 11 FOR•SPACINC) ON SHEET 11 FOR SPAVNC) 5eACSSDLE Rte) •a• �'�S �i 5/rd ACCESS NOIE,RTp) 91fILD-OITT SRL % 1 i 7 n4"BUILD-OUT(OPTION 2A) ,-13"BUILD-OUT(OPTION 2B) BUILD-ff SECLION (oPIK•Lur) FJmAE78TfION6 NONRE'TEMION-NTS. I FNDtkTflIRON B NOWREIENTTON-NTS. B. @DRETENT1aPl9 NOIFAETDTTIDN-NT,S. �TbE11tI L113� NOTE- ACCESS HOLES FOR 3/6"ANCHOPS ARE 13/16Td SS . N ExIrnRG-STRUCTURE(FFP) Y :CONCRETE,FREED CUU.HOLLOW CW, 5/160 TAPCON(lYP) IC TIMBER.-ALUMINW„Oft SIM OPOONAL SiACOERED' OPTIONAL'.STAOGERED (EHOCAP.SYSTEM ONLY) 'ATTM3IML:NT ATTACHLIENT �A • • S .S/1B• C ,'38' 'ANCHOR. S/f6?rTAPCON;318'f-ANCHOR; - �a • f` ` .. T/4 14 SCRr.!, W,OR S/16-24 SCREW(TYP) 4/A-1A SCREW,OR 5/16-24 SCREW(FYP) A (SEE 4 3,OR,2'BUTLD-M TA6lE5.ON (SEE 3'aR,Y SLFLD-M TAMES.ON •- SHELTS�14 TO'17 dOWSPACING) .'! d SHEETS 15 TO 17 FOR SPACING) •+ .. +,n '• • • ! . NOTE:.NOTE-- SEE l SEE 8U110-M TABLE -P1'TABLE '1 • I `. CORRESPONDING TO THE 2 {• CORRESPONDING TO • •6VtD-M.WZTK.ACALNV THE • - S`i4' TNt BUM-1H WIDTH = •° .. 27x3• E3aSTMG'-STRU=RE '� :.••. 4'x4' AGAINST SmttwG ACTURE 1/6'OR 1/4•MAIL THICKNESS -• 1/B•.OP.1/a-WALL .. Y1W1R (SEE TRACK"MOUN1 TABES ON • THN7CNESS{SEE TRACK .BMW 11 FOR,THICKNESS) ` • • MOUNT TABLES ON' .0 "Ilia SHEET 11 TOR TH1009 SS)SLAFi�c j EMD LOCK END R'SIA Ar CTOREACH SLAT LOCH RRSLAT ATEEACK �. 5 • EVERY'OTHER'5LAT AY EACH'ENO ' �• EVERT OTHER SLAT AT EAOH'ENO ' • "(1,2T MIM '0:2•.MM. O s ENO-4E7ENRON.TRALK,SHbWN..OPEN FACE END-RETENDON TRACK SHOWN.'OPEN FACE AND NON-RETENDON TRACKS SIMILAR AMC NON-RETENTION TRACKS'SIMRAR 5/6O ACCESS HOLE(1YP) S/B'e ACCESS HOLE(TYP) 4,a 1/4-14 SCAM OR'5/16-24 SCREW(1YP) ` s/1e-2a s 1/4-14 SCREW.OR clsw'(iYv) (SEE TRACKMR SPACING) SEE ON (SEETRACK MOUNT.TABLES' O y ON SHEET 11 FOR SPACING) 4" 3" OR 2" BUILD-IN OPTION 3A n 3" OR 2" BUILD-IN(OPTION•3B) 5/e'.AaEss Haa(1w) o evoRETENTTwL■IN�4alt7811ItD1- elibRETENDONi RaNREn7NrroN-RTS SHUTTER HOUSING .Z m= 1/4-1Y SCREW;OR 5%16-24 SCRER'0") �o (SEE TRACK MOUNT TABLES � y ON SHEET 11 FOR SPACING) OL L3'x3 i3/B-ALUM, SBUN SLAT i e L3-x4'93/8-ALUM. O ' S/TB'c TAPCOq,'3/8'Y A,NtHDR; n• 0 SIDE RPA/MACK d=CC • .. • T/4-14 SCREW-OR 5/16-24 SCREW.(") n - (SEE S/a•:ANGIES TABLE:ON SHEETS It 17 FOR SPACING) i g 1/4-14 SCREW.OR'S/TB-Z4 SCRLW;(TTP) � , A :ON TRACK:MOUNT TABLES VERTICAL KURD-M C y • SLAT LOCK EIID;CONNEC40R. EEE .DN SHEEP t1.FOR'SPAGM6) • • EVERV OTHER.SLAT AT'EACH END: • •• S 0.2'UN C cj ffi ENO=REIENIION TRACK'SHOWN'OPEN FACE r' . •' - 7 C `b 7 • .. AND NON-RETF7lTlO,N Tmm"SINRAR' . • • • ,, , S/B'e ACCESS HOLE(lYP) \ 1• • • • '•} — • 4 SLAT LOCKEND CONNECTOR •• • •" S/i6'o TAP'CON.'3/A 0•ANCHOR. `� •' EVER?OTHER SLAT AT EACH EWD 1/4-14 SCRLW,•OR,S%T6=24•SCREW(TYP) $! (SEE.3/8-ANGLES'TABLE ON =;_� _•� ��O.4 � 0.2'MIN SHEETS 16 Q'17 FIOR SPACING) J 5/BO ACCESS"OLE ENO-RETENRON TRACK'.SHOWN,OPEN FACE AND NOR-RETENTION TRACKS SMAAR n. L3x3x3/8ANGLE BUILD-IN(OPTION 4A) 13x4x3/8.,4NGLE BUILD-IN(OPTION 46) BUILD-IN SECTION 7 Q flNDRERNRON iN1XiRETBNTTDN-N.TS PIN6RETOITION iNON-RETFDITfON-N.TS OOiKTFMIWI iNO"-RETbNT70N=N.TS � �X. I /AAA/1111111 NOTE: ACCESS WXES'FOR 3/8-ANCHORS•ARE.13/16'! 4CV StRuctURE INTERVETMTE:NUWON BURR-IN,BUILD-OVf,♦'j1D. ON Rm.nLLEO,emu,Foi-ow CMU UP 711 350 LBS SNUfiER R'flGNf'MffL• j OR CORNULLION 71UBFJt.ALUURILAU OR STEM (4).3/1879'TAPCONS•OR UP TO 100 LBS SMUIM1 WEGVM-.W TUPTO200 LUS SHUNTER WEIGHT vAtH. ...(0) 1/4.0.1'SUS b • (2)5/16•TWCON'OR (S)S%16'l 7AP'CONS OR• . ,(3)1/4'0.115Y 0.1• 4 (a)1/4e.1'SWS 4 c e � d , • a ——— f/• SELF-TAPPIK:SUS-,(") — 5/I6b TAPCON(TIP} . LI —— — —— MOUNTING BRACKET 1pi 3 STEEL BRACKET S1EEL BRACKET STEEL BRACKET 111, MOUNTING BRACKET INSTALLATION ENWrOMON Lt NON•REMOTON WSTAUATION.•N.T.S. S TO O 3/1 R'O.ALUM,POP-RWM • t�� ROLL FORU.036 TO-OSO ALUM.14000 GEAR PLATE ORBACK.SIDE UOTOR BRACKET 3/1B••'ALUM.POP-RUM1/4'6 Sfl.�-TAPPR7G SNS 0 IV O.C.(lYP) iE� I C1/B'N000 AVCLE t/B'HO _ DE RAIL '1/4-0 SELF-TAPd NS.7 !I I _ e '• Cir O.C.'(TTP) p+ 1/4-OTAPCON®19 Me.(TM.) W GEAR OR TUBULAR UOTOR STEEL.OR ALUV..rUM EO�W CAP 70MU.UP TO 110-SP OR,7807 70NV y, fl CUSTOM.HOOD WALL ATTACHMENT CUSTOM.HOOD.CEILINGATTACHMENT t00M1d°`�'�Sr oa:lao• ��JJ BEARING.PLATE OR ITOr3/a'TEKS C EIIDR[fB7TLONs�015fAUATPQI-N.7:S WOREfLHIfON ANOIFIUTEN[1011 Rb7ALU{TLON•.N.73•. IDL,ER'SUP.POQtT 2 STD.OR.ACJ.PIYOT p) d CAST SDE CAP L.. '6•TO 147 ROLL FORM.030-TO'.050 AW.4WD E FRORT SIDE _ y x .f C �`•• ��i 01003/4-TEKS w t SIDE RAIL END'CAP COMPONENTS AND ASSEMBLY BIPRERilROtf[NON`PETQORIN 1115TAItATWN=N.TS,• JIAI �� Q•� ��`, ALUMINUM HOOD COVER F�nE'Iutlta VY ftT%III*ac mw4rtENRON TILSTMUTM-N.TS. -�� Y3• 1.060• •.2665' #104 2 V2. `SYS 55.316 141 O.J12' 1.784• OR LONGER ACEFAL,.END COMELTOR !!!C ld.159' '•5� 0,662' } O r TO-860" 089" OAST 0.716'� 0.725 LOSt' O:J54'� I�' O 0.166' -�{ O.S12• T - I 0.057 yya. 0.069 0.070- 0.000• 0.12 50• 5: 015Y ' 1., I.29f• o.l�-0.100. 0.773• o.12r 0.414•r" 6063-T6 ALUMINUM 3"SIDE RAIL J•NDAF4E1r37rMNTRAOC-sw,;t:. y'� I$�� 0.100` �0.18L' 4.000•' , SIDE RAfL 3.2457 1191' { y 6063-T6 ALUMINUM 31/4•'SIDE RAIL 0.231• 7114'L10MC1CNItoN Os6N HM>:YACK-WALE 1:1 'O.Ior .O.izs` 0,2W �- 3.245' 1.zJ7• D:mD• 6e$s• D.iis' �• 1.261- 0.725• o• .IILL-- END:CONNECTOR DETAIL y1 0.100• 0.166. 0:182• 0.125' EN I 80tRETWrION INSTR11ATt0M-N.T-% ISL _ 1 WAcm.6 O CONNECTOR 1� . 1 0;100 0.125' 0131 1'sys SS 416 M r -� f.-•0.120• I OR LONGER 'd 1.150' o.Dro oa7s• 6063=T6 ALUMINUM 4"SIDE RAIL Q 0.100• 0.100• 0.1ZS- 0:434' I 1'MOI('RL7fN11OR TRAOC%SGlE1:) SB YN SLAT' aZ -.-J 0:400'--}�---.� I&- -T 60' 3-T6 ALUMINUM 3.1/4"SIDE RAIL I I o d T^� 3v1'e1o+61e/M 3.1RonKor6noc- 0, DI D.NO• '2286• '1:e0e" - ' ,.goe• SLAT LOCK EfVD'CONNECTOR i W ��16 0.125' EAb11PT6Ni10N 114RAIUTION-sWi-]:l 0}82• '2794' 2:69Y `,` 9DE RM :t�- a�1,•• 0.203" 7:645' `�abC .1•�'. '�_ 2898 6063-T6 ALUMINUM 58MM SLAT � � ��• � � � � r FJOYI@iOHilON 6NON4iFTBlri0NS1AT-9CAIE 1.606' '%,�� �y �: 0,:. WANT OP FNENRA I.•046 1N"4/ff SEC1041 MFA A-.1.713•IR"2/1-r -SLAT-END CONNECTOR END CONNECTOR DETAIL .t/'1rrr11t�l N,% SUCK(SUP) SIQC4..23f.04 IN K01FRliHR10NIN5T6UATI0N-seMEL't SLAT LOCK END CONNECTOR NDNaertxnDNtKsrwATron-.N.rs. 1Lln N NDAE[ENif01111GTALUTidO•SGIE'f:l ANGLE BULD-INS(TYP) 4',3',�OR 2'BUILD-145(TYP) 1/4-14 SCREW,OR 5/16-24,SCREW(TYP) (1YRrAl-AR/tNuENT 04 �1 END-MULLON END MULLION (SHEETS 10 10517 FOR SPACING)TAKES ON ALTERNATE ATtXWENT) END MULLION 1/4-1{SCREW,OR S/16-2t SCREW(iYP) (SEE'J/6`ANCCES TABLES ON:SPI{Et 17 FOR.SPACRIO) NOTE: NOTE; END MULLION 'END MULLION 1/4-14 SCREW,0/4�� INSTALLATIONS SHALL ISTALIAROPIS SHALL NOTE. 5/16-24 SCREW VYP) HAVE CT APPROVAL HAVE A FLORIDA RO END'.UATION _ PRODUCT APPROVAL PROOUCt APPROVAL TNSTALtAT10NS,SHALL (SET 1RACX MOUNT TABLES t1 ON SH£ET 11.FOR SPAC6JG) RJR,)- FOR THIS TYPE OF FOR THIS TYPE OF HAVE A ETDRIDA SHUTTER;SYSTEM SHUTTER SYSTEMPRODUCTAPPROVAL pyy7�� 9�7R .USYSiEYTYPE OF •\ jE 1/i-1.SCREW.oa Anow 7/4-14 SCREW,DRI 9h 6-z4 SCREWp TrUCKsNotllN.OPEH FACE (SEE TRACK YOI1M TABLES - NTION TRACKS SNMR'(TYP) 3'i yy 5TRACK SCREW QXS END+RETfhTON TRACK SHOWN.OPEN FACE ON SHEET 11 FOR;SPRCMC) AND•NETEMION VONIpAcT.SHOWR,OPER FACE qS (SEE TRACH MOUNT TABLE$ AN NON-RETENTION TRACKS 91Y:LAV!(719) ANO•'NON-RETEHTbN TPACNS;SMWT(TYP) �. $ ON SHEET 11 FOR SPACING) OTYPIUL END MULLION(ORION 5A) ,SEND MULLION W/BUILD-INS.(OPTION 56) ,;SEND:MULLION W/ANGLES(OPTION.-SC) ENb•[ETDTRON A NON•f1ETFM10N•N.TS B1D•RfllMIOH1 NO/Af1ETENROFI•N.T3 � FNDPETE1YIId1!NON•tfTQlRd1•WT.S. O 1RMRMEOATE MULLION INTERMEOIATE MULLION RR'ERMEOATE•.000JON N 1/4-L4,SCREW..OR 5/16-24.SCREW(TYP) ANGLE BUILD-TNS(ryP) C. NOTE: '(SEE BULL)-145 TABLES ON NOIE:-. (TYPiGA6`ATTACHMENT) a ' MTERMEDNTE RITERLEWN A7E, SHE 1{ 17 FCR SPACING) AVIERMEOAIE m` YIALION MULVW MULLION 1/4-14 SCREW,OR �O %,TALUTIONS SMALL WALLATKIN5 SMALL WSTALAT1045 SHALL 5/16-24 SCREW_(TYP), _ HAVE•A FLORIDA PAVE A FLORIDA HAVEA.FIARIDA (SEE J/D'ANGLES TABLES 4�j d PRO CT APPROVAL PRODUCT APPROVAL PRODUCT'APPROVAL OWSHEET 17 FOR SPACW) roSMUTTCERR SYSTEM FOR'ITIS"TYPE OF rOQ.TM3 SYSTEM Eu SMRTER SYSTEM w 1/!-1t'SCREW,OR. T/i-H SCREW,O1Y. C 5/16-24'SCMOUNT 5/1B-2A K MOUNT (SEE TRACK MOUNT TABLE$, (SEE TRAGIC MOUNT TABLES ILU ON sKMF 11 FOR SPAIXNG) 4',3-,aR.2'•BALO-INS(MP) ON SHEET'1T.FOR.SPA:INO) -1.e AIVC E 6URD-INS (OPTIONAL ALTERNATE ATTACHVENT) C „ . ENO-RCTEMION.TRACK SHOWN,OPEN FACE. 1/4-14:5CREW.OR 5/16-2, SCREW(TYP) AND NON-RETENTION TRACKS S1MMR(TYP) ENO-RLTVRION TRACK SHOWN.OPEN'FACE (SEE TRACK WOW.TABLES AND NON-RETEMION TRACKS S LAR(TTP) W ON.SHEET I1 FOR SPACING) A, ENC.RETENTION TRACK-SHOYN,-OPEN.FALE AND NON-RETENTION TRACKS STUILAR(TYP) TYPICAL INT.MULLION(OPTION 6A) DINT.MULLION W/BUILD-INS(OPTION•6B) HINT.MULLION W/ANGLES(OPTION 60 EN6AE1[NTTON4NOAI•AE'fEMTON-N.TS EN64TTNfI0i16lTON4tETENfiON+N,T.A f11fLAEf[MiON lNOIFPLIQTfIdT:N.TS � ,�. O ,o. . I�7• 1 .`aa uunua 1/4-14 SCREW.OR`5/16-24 SCREW(TYP) (SCE BUILD-NS TABLES ON SHEETS'14 T0.17 FOR SPACIAL) ANGLE 8LRID-tN5(1YP) CORIFEp.IVULUDN (TTPIGIL E ATTACHMENT)OR ALIERNAtE ATTACHMENT) 4'.3'.DR.2'BUILD=IHS.(TYP). CORNER MULLION 1/4-.14 SCREW.'OR 5/16-24 SCREW r") RED (SEE 3/6'ANGLES TABLES ON' SHEET 17 FOR SPACING) NOPE 1/4-ta SCREW..OR CORNER MULLION 5/16-24 SCREW:(AP) INSTALLATIONS SHAD. NOTE: NOTE. HAVE A FLORIDA CORNER YIKU0.Y CORNER UULLIDN. (SCE TRACK MOUNiTABLFS :. PRODUCT APPROVAL INSTALLATIONS SHALL 'R$TALLAT01S SHALL ON SMELT 11 f(LR•SP4UN.f7 FOR THIS.TYPE.OF HAVE A FLORIDA f HAVE A.FLORIOA y '� SHUTTER SYSTEM PRODUCT APPRWAL PRGWCT APPROVAL FOR THIS TYPE OF FOR THIS.TYPE'OF D SY.R SKU TER SYSTEM 'SHUTTER SYSTEM } 1/n_I4'SCREW..OR l 4-14•SCYIEW.OR S/16-2!'SCREW', 524 SCREW / ) ANO NOON ROETEI4DON TRSHOWN,OPEN ACKS'SIMILAR F(TIP) END=REIE1iTION.:TRACIt'SHOWN.OPENFACE) (SEE TRACK MOUNT TABLES SHEET Il F �TABLES STYILAR Z ON SHEET 11 TOR SPACING) .ETID-PEIENIION TRACK SHOWN.OPEN.FACE AND NON-RCTENTIOR TRACKS VULAR(1YP) O TYPICAL CORNER MULLYON.(OPTION 7A) 09ORNER MULLION W/BUILD-INS(OPTION 7B) SCORNER MULLION W/.ANGLES(OPTION 7C) LNOf@TFNTIdV 6 NON4lETENRON-N,75. END RETENTION a NDWRETENT10N-N.T.S ENORETLTfT10N a 16O1FRETENTION-KT,S 4J! Z O Z .SEAT.PERFORNU C" 4'NON•RETENTIONTRACK � MAGNUM DESIGN 1 T/2 J SLATPERFORMA14CE PRESSURE OFASINGLE 7 NON-RETENTION TRACK (STACGEREO) .s UNIT SLAT WALL FOR ANY , tL .HEIGHT ATTACHED AND MAWLIVDE9GN' FOR.ANY CONFICURATION .PR£SSUREOF A 8INcLE {J 4 UNIT BLATN&LL FOR'ANY. .SUNT SPAN PRESSURE NE7GFET ATTACHED AND J FCR ANY CMFI(XMTION ': F 77 65 s' 76' 58- SLAT SPAN. PRESSURE ] w 4B. 7r 65 � OOR BIILDeNiL°-°u` 68' 43 76' b8 S Br 40 :80' 52 . 'B6' 38 Bd' 48 . D tar 34 �' 40 7.' 104' 31 9r 35 TOB' 28 96' 30 Zg�+ i'. •i �.. ' t1r' u e . NOTE:THE NON-RETEtmGN STAGGERED SPACING DETAIL `• 1y A. y10' 20 SLAT.SPANS OR DESCH OPTTONALATTACHMIT VWTALLATLOM•NTS. WINO LOAD-SHALI.NOT EXCEED THE"SUT O:. 3D A CORNER MULLION ELEVATION NOTE:-TIFF NON-RETExnoN SLAT SPANS PERFORMANCE'S TABLES FOR OR DESIGN WND LOAD;SHALL NOT ANY CONFIGURATION. SINGLE OR NIATIRL NIALLON INSTItLLATI0H5-N.T.S. EXCEED THE SUY-PERiORIIINCE' TABLES FOR ANY CONFIGURATION.. , �V%IIff11fL11N � N _` 23 N I N \ ! 35? 3^ v � �--D--�� ----- ! ��. Iy i I! WbL. SLAT LOCx.(rro): „� POLvcAPd6m E.Rurr aowT(rma) m N�� I SUT SPAN GROUPED VIEWPORT UNIT ELEVATIONAv ! t SINGLE OR MULTIPLE UMT INSTALLATIONS-N.T.S. g TYPICALVIEWPORT WINDOW DETAIL c 'GROMD COMGURATION 940M ALTOWTING SIMDAR.N.TS conp � a �S ba63� u�i iia B. YIEStWT SLIT PERFORMANCE mze �a 2d END,RErDMDN TPJ=S ONLY POLYCARBDNATE WV1110'W tD•uIw.6'uAx.LENG111- MAXIMUM.OESIRr PAESSUItEOFA NO1E5: TENSILE TIE(0 STRENGTH92k- AMU 11630 9500 PSI ► SINCiEUilITSIATWALLFCRANY FLERURAL.SMENCM.AT YIELD ASTU 0790 13.400 PSI HmGWr ATTACHED Ym t'Xi' TLLxLAtAL.uoouuis ASrV 0790 Sss,o90 PSI NorcHEO.IiOD ASTV_bzS6 (7 ST-L6%n FOLYCARBONATEVIEWPORT 1.430' SWOKE DENS" ASN D2843 64.sS'LUA CI OC RALE OF 6URNINC ASTV_D035 C-1 CLASS Z WIMDDWS FOR AHY Spy tt:wmASISF 111929 900'F W CONFIGURATION TENSILE SIREN=AFTER WEATHERING ASM. 8,640 PSI � ,L kk FRES6UAE TMSILE STRENGTH RMRE WEATKPW ASTV D636 6.080 PSI S� .SLAT SpmSPECDTC GRAVITY ASN D7St. 0.043.L8/R = 0(3�j 120' Too ch g ��0 126' 99. c g g132• 97 POLYCARBONATE VIEWPORT WINDOW Z Fz A-' M.TL t36• 94 SMIC IWZVATM RAM LUM 103REM!SCAkl L'1' c �F tie• 91 ca Id � 169• 66 pi 156' 61 162' 77' 0.373• I.=. 0.899• f1 16W 73 0.470' Ww'DOIv aaG� . 174' 69 CUTour T.0.899•16W = StAr SPAN t60' 66 S`Zb •$ _ ,: 186' 63 nS62' ALTERNATING VIEWPORT UNIT ELEVATION fi Z c SINGIECRMR.TRtEUNRWSTAUATIONS-N.T.L 196 Se ;, ;p` z690• NOTE TOR ATTACN11ENr DETAILS SEE SHEER,2 THRU 7 NATE:THE NENVORT.SIAT-SPANS OR DESIGN-WIND /// T�S� Lows iRALL'Nor'EXCEW'TRE 1AEAOM SLAT 6063-T&ALUMINUM 58MM SLAT /Innis PERrOrtMANCE•TAwm FOR ANY.Cow. a mraN. glpl@TgirrON YRVFPORTSIAT-SUlE1:1 CCi'� LOADS ON EMSTINGSTRUCTURE FROM SHUTTER SYSTEM END-RETENTION TRACKS NON-RETENTION TRACKS a Tx-PARALLEL LOADS(PLF) MINIMUM SEPARATION TO GLASS(INCHES)REQUIRED FOR MINIMUM SEPARATION TO GLASS ONCHES)REOIIIRED FOR SLAT PRESSURE PSF STALLATIONINN9NOZONE 4.ORESSE?CWFACILITIES ION OR SPAN 140 730 120 110 100 90 80 70 60 60 40 30 � SPAN 140 '130T120MW0.. 10ES URE(PSP W.FACILITIES SLAV 'PRE86URE OW)- . .- D D E4 36' 210 1735 180 165 150 135 120 105 90 75 60 45 SO So 70 60 50 44 30 SPAN So 55 50 18 48 35. �30 25. 20 11 36' 2.3 2.2 2.0 2.0 2.0 2.0 2.0 2.0 20 20 2D 20 66' 20 2.0 20 2A 20 20 20 2A• 20:. 20, B 48' 280 280 240 220 200 180 180 140 120 100 BO 80 _ � « 60' 798 652 513 367 250 225 200 175 150 125 100 75 46' 3.9 31 14 at 29 26 23 21 20 20 2D 20 60' 22 2! 2D 20 20_ 20 to. 2.9 20 2A . �'. 77 1780 1595 1410 1225 1040 854 688 482 296 150 120 90 60' 4.0 4.7 4.6 4.5 4.d d.2 4,7 3.8 a3 28 23 20 64' 29 2.7 2.4 2.2 2.0 "2.0 2.0 '2,0 20 20 Ili 77 5.4 52 61 5.0 48 4.7 4.6 4.5 .43 d.2 4.1 3.1 68' a7 14 3.1 2.8 25 ^23 20' -2D 28 20 84' 2659 2427 2194 1970 2736 1502 1278 1042 23 672 334 205 ��. 84' S.9 68 5.6 5.5 63 5.2 60 4.9 4.8 4.6 4S 4.3 72' 4,6 4.3 3,9 3.6 'a2. 2.8 25 �2.7 20 2.0 98' 3483 3211 2938 2684 2302 2107 1813 1539 1262 34 608 401 ' 106' 4296 3975 3854 3331 3007 2875 2349 2014 1888 1348 1009 670 63 8.1 6.0 58 5.7 SS 5.4 5.2 5.0 49 4.7 70' - 5.3 4.9 dA' 4.0 •35 'a1 2.6 '22 20 120' 5098 4727 4385 3903 3619 3238 2860 2473 2085 1698 1304 911 106' 7.1 6.9 6.7 6.6 64 62 6.0 5.8 5.6 5.5 53 5.1 fiD' 6.0 5A' 49. 43 a9 .3 27 7.2 132' 6893 5478 5085 4044 4221 3795 3366 2930 2490 2048 ib94 1147 120' 7.8 7.6 7.4 72 78 6.8 6.5 6.3 6.1 5.9 5.7 5.5 84' - 69 5.9 .63 4.6' 4.4 33 26. 144' 5763 5293 4821 4'346 3861 3377 2865 2389 1682 1372 132* &8 8,3 8.1 7.9 7.6 7.4 7.1 6.9 66 6.4 &1 5.9 88' 7.1 63 66 '49 4"0 32 � 158' - 5941 5427 4902 4385 3832 3279 2730 2189 1595 144' SO 6.6 84 &1 7.8 7.5 72 6.9 6.8. 6.3 92* - 7S 6.6 �53 4.7 3.8 188' - - 6025 5450 4971 4279 3681 3071 2447 1817 158' 9.5 92 8.8 &5 B2 7.8 7.4 7.1 6.7 96' - 7.9, 8.7 68 4.3. !6S 10.1 &7 9.3 &9 &5 &1 7.6 7.2 1110' .T3 &8 5.J 280' 5997 5388 4725 4076 3412 2733 2039 180' 10.7 102 9"7 9.2 8.7 877-7 104' - - - 9.3 17 -62 192' $664 5171 4470 3753 3012 2261 192* 11.3 101 10.1 9.5 8.9 82 106' 60 7.2' 20b' 5623 4864 4094 3299 2484 204' 11,8 11.0 iD3 &6 8.9 2iY - 10.4 •83. x 210' 8067 5257 4435 3586 2701 216' - - - 121 113 104 9S 116' - - - 9.8 O 228' 5649 4778 3885 2938 218' - - t'3 123 11.3 10.2 120' i1.D Ism,240' - 6040 6106 4152 3182 24q• _ _ 14.7 t3S 123 11.0 252 - 5447 4438 3385 257 - 149 133 11.9 y 284' 5788 4727 3609 264' _ - - - - 162 146 12,9 276' 5002 3633 276' - - 15.9 13.9 . C> LOADS ON E)OSTINGSTRUCTURE FROM SHUTTER SYSTEM m. Tr-PERPENDICULAR LOADS(PLF) ' SLAT PRESSURE SPAN 140 130 120 110 100 00 '80 70 60 50 40 30 C3 a 36' 212 197 182 167 152 137 122 107 92 77 62 47 48' 282 282 242 222 202 182 182 142 122 102 82 62 .L. 60' 361 326 301 276 1 251 226 201 178 151 126 101 78 72' 421 391 381 331 1 301 271 241 211 181 150 121 91 'm fi 84' 491 456 420 386 350 3115 281 246 211 176 140 406 ANCHOR h Edge Min E Holge CMU Wx4 98' 560 520 481 441 400 381 320 280 241 201 161 121 Mn Min Eft.Ma Mel 14' min.Edge M'n Ent. 114'ULTRACON HFH r r Y 1 114' Y 2 C � 108' 632 585 541 496 451 405 381 315 271 228 181 138 57i8'ULTRACONHFH 317 r 317 1174• r r 1� 120' 701 650 601 551 501 450 401 350 300 250 200 151 316'CCNFLEK 3314' 31rt - - - - S r 137 T71 715 88t 808 550 498 441 386 33f 278 Z20 168 114-20 SIDEWALK BOLT W!PANELMATE INSERT 3 t7 13W 317 t 114' Y r fit ISS' 144' 721 660 600 540 481 420 360 301 240 ISO 11P PANELMATE PRQ PLUS,FEMALE,8 WAS 217 r 2117 1 11P 2. r ISS' 715 651 686 520 456 390 326 261 195 3B'SIDEWALK BOLT Wt PONfRS DROPIN 317 til 4- Rw 701 631 561 491 421 351 280 210 186' 075 601 525 451 376 301 225 192' 640 580 480 401 320 240 ``�� •. _ i� 204' - 598 510 426 340 255 228' 631 540 451 361 270 $a '' 228' 570 416 380 288x- 240' - 600 500 400 301 252' 626 421 328 284' 651 440 330 %"O'• 278' - - - 461 346 ~��'0� •� - �� r7trrnlrttt4cr� tlra � TRACK MOUNT TRACK MOUNT TRACK MOUNT END-RETENTICN TRACKS END RETENTION TRACKS END-RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE WALL FOR ANY HEIGHT ATTACHED NRWILL LL FOR ANY HEIGHT ATTACHED WITH OF A SINGLE UNIT SLAT R� 5116•ELCOULTRACCNHFH @6-O.C. 5118-HFHELCOULTRACON@4.O.C. WILL FOR ANY HEIGHT �,�, ATTACHED WITH CONC.d HOLLOW CONC.d HOLLOW •ELCOCONFLEX @8'D.C. 3` SLAT SPAN FILLEDCMUCMU TIMBER SLAT SPAN FILLED CMU CMU TIMBER 318 �$ F. PRESSURE URE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.d SF P PSF PSF SF) (PSF) SLAT SPAN FILLED CMU 54' 140 140 110 Bd• 140 77 92 PRESSURE 5T 140 128 140 90' 140 68 81 (PSF( 60• 140 113 138 98' 130 B1 72 W. 140 66' 140 92 111 10T 119 55 65 102' 129 72" 140 77 93 108' 109 s0 59 108• 119 78' 126 65 78 114' 101 46 54 114' 110 x s4' 112 57 s8 120' 94 43 50 120' 102 C 90' 100 50 59 126' 87 40 46 128' 95 96' 90 44 53 13T 82 37 43 13Y 89 102" 82 40 47 138' 77 35 40 138' 84 'N 108' 75 36 42 144' 72 32 38 1M' 79 �—'- 114' 59 33 39 150• 68 30 35 ISO' 75 .g . 120• 64 30 35 J1774* 6s 29 33 156' 71 126' 59 28 32 81 2/ 31 18Y 07 =E 4� 13Y 55 26 30 68 26 30 188' 84 138' S2 24 28 55 25 28 174' B123 28 53 23 27 180' 5821 24 51 22 26 166' 56 z a 20 23 48 21 24 192* 53 ua 10T 41 19 22 48 20 23 188• 51 •L- 18 20 264. 45 20 22 204' 49 R 174' 37 17 19 210' 43 19 21 210' 47 y « 18 18 216' 41 18 21 218' 46 pl 3$ 186' 34 15 17 22T 40 1 18 20 217 44 15 17 228' 38 17 1B 228' 42 198' 31 14 18 234' 37 18 18 234' 41 c 13 15 240• 38 18 1s 240' 40 210' 29 13 15 248' 35 15 17 248' 38W 216' 27 12 14 252' 34 15 17 252" 37I q ^ 222' 2812 13 258' 33 14 18 258' 36 228• 26 12 13 284' 32 14 15 284' 35 231' 25 11 12 270' 31 13 15 270' 34 240• 24 11 12 278' 30 13 15 278' 33 � 1 NOTE:THE NON-RETENTION SLAT AND VIEWPORi SLAT SPANS OR DESIGN WIND LOADS SHALL NOT j;, EXCEED THE'SLAT PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONnGURATION. flllltl4 CV N o'� TRACK MOUNT TRACK MOUNT 4'BUILD-OUTS 4'BUILD-OUTS 4'BUILDAUTS END-RETENTION&NON•RETENTION TRACKS END-RETENTION&NOWRETENTION TRACKS END-RETENTION&NOWRETENTION TRACKS END.RETENTION&NON-RETENTION TRACKS- END-RETENTION&NON. '+ MAXIMUM DESIGN PRESSURE OF ASINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OFA SINGLE UNIT SLAT MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT RETENTION TRACKS' WALL FOR ANY HEIGHT ATTACHED WITH MLL FOR ANY H EIGHT ATTACHED WITH W4LLFOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACHED.WTH MAXIMUM DESIGN PRESSURE 114'-14 ELCO DRIL-FLEX. 5116'-24 ELCO DRIL-FLEX. 5116'ELCO ULTRACCN HFH @ S'O.C. 5116'HFH ELCO ULTRACON @ 4'O.C. OF.ASINGLE UNIT MT WNALL FOR ANY HEIGHT @ d 6'O.C. @ 6'O.C. @ 4'O.C. @ 4'O.C. @ 8'O.C. @ 6'O.C. @ 4'O.C. GONG.& HOLLOW CONIC.& HOLLOW ATTACHED WTH ' 1/8'ALIST 11VALIST 11W AL/ST 114'ALI6T If4'ALIST IA'AUST 1l4'AUST FILLED CMU CMU TIMBER FILLED CMU CMU TIMBER 3R'ELCO CONFLEX@9'O,C. �:.. SLAT SPAN SLAT SPAN SLAT SPAN SLAT SPAN PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURECONC.& @): (PS PSF) PSF PSF PS PSF) PSF) (PS (PSF) PS PS PSF) SLAT,, PIUEOCMU A( 84' 80 123 114 140 84' 105 135 140 57' 140 129 140 60' 140 128 140 PRESSURE IOU 90' 72 111 103 140 90' 94 121 140 60' 140 111 130 64' 140 107 132 (PSF) .a_. q,t 96' 65 - 100 94 140 96' 85 109 140 63' 140 96 114 68' 140 90 114 72' 140 102' 60 91 86 132 102' 77 100 140 66' 130 84 100 77 140 78 99 .76' 132 108' 55 83 79 122 108' 71 92 135 69' 117 1 74 88 76' 125 68 86 BR 119 . j : 114' 51 77 73 113 114' 65 85 125 72* 105 66 79 80' 112 59 79 84' 107 120' 47 71 68 105 120' 60 79 116 75' 95 58 71 84' 102 52 68 88' 98 126' 44 66 64 98 126' 56 73 109 79' 87 52 64 89' 92 47 62 92' 90 a 132' 41 62 60 91 132' 52 68 102 81' 80 47 58 97 84 42 58. 96' 8314 p 59 56 86 138' 49 64 96 84' 74 43 53 96' 78 38 51 100' 76 144' 36 64 53 81 144' 46 61 90 87' 68 39 48 100' 72 34 47 Iw 71 quosiaw 51 50 76 160' 43 57 85 90' 63 36 45 104' 67 31 43 109' 66 IUD 32 49 48 72 156' 41 54 81 93' 59 33 41 108' 62 29 40 117 82 g 162' 31 48 45 89 161' 39 -51 77 Be, 55 30 38 112' 58 27 37 116' :58 �O 168' 29 44 43 65 168' 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 p y 180' 27 40 d0 59 180' 33 d4 67 105' 46 24 31 124' 48 21 30 129' -49 or .4i 186' 26 38 38 57 186' 32 42 64 108' 43 22 29 128' 46 20 28 13T '46 192' 24 38 36 54 192' 31 41 61 111' 41 21 28 132' 43 19 27 138' 44 198' 23 35 35 52 198' 29 39 59 114' 39 20 26 136' 41 18 25 140' 42 O9= 204' 23 33 34 50 264' 28 37 66 i1T 3719 25 140' 17 24 14C -40 a >W 210' 22 32 32 48 210' 27 36 64 120' 35 18 23 144' 37 i6 27 148• 38 3 216' 21 31 31 46 216' 26 35 52 123' 34 17 12 149' 35 15 22 f52' 36 4 222' 20 30 30 45 222' 25 33 50 126' 32 16 21 IST 34 14 21 158' '35 218' 19 29 29 43 228' 24 32 49 12T 31 15 20 156' 33 14 20 160' 33 7g� 234' 19 28 28 42 234' 13 31 47 131' 29 1d 19 160' 31 13 19 784' 32 240' 18 27 27 40 240' 22 30 46 135' 28 14 18 164' 30 12 19 169' 31 246' 18 26 26 39 246' 22 29 44 138' 27 13 17 169' 19 12 77 177 30 257 17 25 26 38 257 21 28 43 141' 25 12 17 177 28 11 17 176' 29 258' 17 14 25 37 256' ZO 27 41 144' 25 12 16 176' 27 11 16 180' 28 W' oil,, 264' 16 23 24 36 264' 20 26 40 147' 24 11 15 180' 26 10 15 1B4' 27 270' 18 23 23 34 170' 19 26 39 150' 23 11 15 184' 25 10 15. 188' 28 276' 15 12 23 34 T76' 19 ZS 38 153' 21 10 14 188' 24 10 14 197 '25 0. EXCEED THE PERFORMANCE'TABLES ON SHEETS 7 AND 8 FOR ANY CONFIGURATION. NOTE.-THE NON—RETENTION SLAT AND NEWPORT STAT SPANS OR DESIGN HIND LOADS SHALL NOT 'SLAT /f 11lCt N{�, r qR9 m� m �� Nogg ti P gg� E Po g w m a $�=E'o oS23Ss�NbSkb �i�m�NSSS�Nb�$ n$oam�r$o$�p�2� 2 m� � O TYi� mP a F 31. � m s A X z � 2 o � g• N t� Os m2i+�r.'iuuo3�2i t�N!'a m-t S S N 9N F ig ��EZSSSTN CDC� O A OC � D N m2S131rwu2i8Nk'Si ff-K'S1:3PIA 0 N m a® 5 8S^32115;f3S�Eft�3�SNSS$LiE£8Y8a83�&�23SSSSS� Do d N GI N p� s zg m �y ym a� W m2i�N�£SP4nts !2L"Yivtrtn6Nq►E6�gTNDO v �? G S x^ a m z� m0. z 5 T P m �o xz o 9� z L2Sv2td�NYX�"V��NYVtwiY1SN�ONN D yy _pT �1 T O .Z1 ti R4ts bt!4u 9 b"Q�'.S-N.'Si'Pn t�.Ci A:! A Q 2 m ti M 19 12npineaing;u.c. SAN ^� SBMM BERTHA OF. .� TWA. ENa RETENTION I NON�RETEMT(ON GAr TO-0,M,24M :W�dMcCB�IiYOIIBptp(aRoClldf 22 m h ROTI-0P SHUTTER SYSTEkI QW �� ,M4„ nu I Mrs 17-001 S T m ]1 T A 2 T y g o$$2r��n �� � pp� m z 0 �m o m� grtsTl�Rti � O C 2 a��ats�;tiases��t�$Nesssst�te�sm���m���s�er e$�=a�� zy P P �5 TCP n A 'S o � E �zs �� �gg g5iNr$�a �Y 0pw H g g= Rm �� -22 ssO Y'kiY3$g�9$FSNY.rESi���S�of".,m8���i�PoJaSiS$�"•ng�I="� �pipfA ;Mq g�C 2 m � �W a® .� � f��'' z c S.tk S; "S"E'i o:d�8m&'$$.n��o ohm RG Q a eaYEia2T8taE3F' 8tS;`HvdRISa£g$ 9 p �T A c t5 m�n a uu'�wm2S"tGiYD"J'.D'mfd£f'k,'GSi�FL'R��`�$ o t;�$ QW 'a'aadcoffi$2i^la/3�L'Ni.2i"�iLIS`BaSclltSl�G$fi'SAR$u.�i���j o '�j�n �ia ara�, m y Englneeilag,LLG E ouE 13 ��u 6ERTkA ASIA � % END RETENTION�NON EIENTION _ roq ecce Protedla+ I ROLL-0P SHUTTER SYSTEM ,,,�, R. ,4P q//!,lNA!tacO 4'BUILD-INS 4'BUILD-INS 4*BUILD-INS 4•BUILD4NS 4'BUILD-INS PB11&D-INS END-RETENTION&NON-RETENTION TRACKS END-RETENTION&NON-RETENTION TRACKS END-RETENTIDN&NON- END-RETENTION&NON. END-RETENTION&NOW END-RETENTION&NON-RETENTION TRACK& MAXIMUM DESIGN PRESSURE OF A SINGLE UNIT SLAT MAXIM UM DESIGN PRESSURE OF A SINGLE UNIT SLAT RETENTION TRACKS RETENTION TRACKS . RETENTION TRACKS MAXIMUM DESIGN PRESSURE OF A.Simi:UNR SLAT WALL FOR ANY HEIGHT ATTACHED WITH WALL FOR ANY HEIGHT ATTACH®WITH MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE WALL FOR ANYHEIGHTATTACHED WITH g 816'ELCO ULTRACON HFH 6'O.C. 5416'HFH ELCO ULTRACON 4'O.C. OFA SINGLE UNIT SLAT OF A SINGLE UNIT SLAT OF A SINGLE UNIT SLAT �R @ @ 114'•14 ELCODRIL•FLEX WAIL FOR ANY HEIGHT WALL FOR ANY HEIGHT WALL FOR ANY HEIGHT yLi�, CONC.& HOLLOWTIMBER CONC.& HOLLOW TIMBER ATTACHED WITH ATTACH®NTH FILLED CMU CMU ATTACHED WITH @ S'QC.� ®6.O.C. @4.00. @ 4•.O.C. SLAT SPAN SLAT SPAN FILLED CMU 30 ELCO CONFLEX @8'O.C. W ELCO CONFLEX @ S'O.C. 3!B'ELCO CONFLEX @ 4'O.C. IVALIST 'IA^AUST 118^AIAST IAV ALW N a` PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONC.B CONC.& CO1C,& SLAT SPAN PRESSURE PRESSURE. PRESSURE PRESSURE WIN (PSF) (PSF) (PSF) (PSF) (PSF) (PSF) SLAT SPAN SLAT SPAN FUEDCMU FILLED CMU SLAT SPAN FILLED CMU (PSP) (PSF) 57' 140 123 140 GO' 140 724 140 PRESSURE PRESSURE PRESSURE 58' 133 140 140 140 60' 140 107 130 64' 140 105 140 (PSF) (PSF) (PSF) 60' 109 140. 126. 140 63' 140 93 115 68' 140 90 122 72• 136 1' 129 96' 140 64' 91 132. '107 140 $ 66' 133 82 103 72' 140 78 106 76' 122 BY 119 100' 140 98' T7 116 92 14D 69• 121 1 73 93 76' 134 68 96 80' 110 92' 110 104' 134 72' 66 1 101 79 135 RUN 72, 110 65 84 SO' 121 61 87 Be "101 96• 102 108' 126 76' 57 89 .69 121 75 100 58 76 8d' 111 54 79 88' 92 100' 95 112, 119 BY 50: 90 82 109 78' 93 53 70 88' 102 49 72 92' 65 104' N6 116' 113 &' 4 '73 55 100. 81• 86 48 64 92' 94 44 fib 96' 79 108' Bd 120' 101 88' 39 00 <9 91 'g 84' 80 43 59 96' 8 40 61 100' 73 N7 79 124' 102 92' 35 ,60 44 84 8T 74 40 55 100' 811 37 56 104' 68 116' 74 128' 97 9a 32 55 4T i 78 H 90' 69 37 51 1D4' 75 34 52 108' 6T 12a 70 13T 92 700' 29 31 37 72 ,> 93' 95 34 47 108' 71 31 49 112, 60 124' 67 136' BB 104' 27 47 :34 67 N 96' 61 32 45 f17 66 29 48116' 56 128' 63 140' 85 108' 24 44 31 63O. 99' 58 29 42 116' 62 27 43 120' 53 137 60 144' it 112, 22 41 29 59 nD . 107 55 27 39 120' S9 25 41 124' 50 136' 57 148' 78 116' 21 39 •27 'S8 4�C07 105' 52 25 37 124' 56 24 38 128' 48 140' 55 152. 75 120' 19 36 25 52 108' 49 24 35 128' 53 22 35 137 45 144' 53 156• 72 124' 10 34 24 50 711' 47 23 33 132, 51 21 34 136' 43 148• 5o 160• 69 12W 17 32 22 -47 114' 44 21 32 13a 48 20 33 14a 41 152* 48 ISO 67 132• 1s :31 '21 45 117' 43 20 30 14a 46 19 31 144' 39 156' 46 16a 65136' 15 "29 20 U Z� 120' 41 19 29 144' 44 1B 30 148' 38 160' 45 177 62 140' 14 .28 19 41 t&a 123' 39 18 27 148' 42 17 28 152' 36 164' 43176' 60 144' 13 77 18 39 126' 37 17 26 15Y 40 16 27 156' 35 16W 41 18Y 58 148' 12 25 17 37 129' 38 16 25 156' 39 16 26 160' 33 172' 40 184' S6 752' 12 24 16 36 132' 34 16 24 ISO' 37 15 25 1 164' 32 176' 39 166' 55 156' 11 23 16 34 c 135' 33 15 23 164' 36 14 24 f68' 31 iBa 37 192, 53 160' 11 22 15 33 138' 32 14 22 16W 34 14 23 17Y 30 184' 36 196' 81 164' 10 .21 14 32 141' 31 14 21 172' 33 13 22 176' 29 168' 35 200' 50 168• 10 20 14 30 C Y 14d' 30 73 21 176' 32 13 22 1W 28 797 34 204' 49 77Y 9 20 73 29 C �� 147' 29 13 20 180' 31 12 21 184' 27 19a 32 216' 45 176' 9. 19 13 150' 28 12 19 184' 30 12 20 189' 26 204' 31 228' 47 too- 9 18 "1Z 2/ 1 1 27 1 12 19 1 188' 29 11 19 19Y 25 210' 30 237' 39 184' 9 18 12 76 NOTE:THE NON-RETENTION SLAT AND NEWPORT SHAT SPANS OR DESIGN WIND LOADS SHALL NOT w Ly9t IXCEED THE'SLAT PERFORMANCE"TABLES ON SHEETS 7 AND B FOR ANY CONFIGURATION. �J� y rHyp C: �/ ♦ll���iii �A7AI111f111j1N w o go �vOu$iO�+Nfistn�iV��=Y."A'�'BS�m`v�SSC�4iom&ABi��TyCa� ��� q`=" 8� a'diem'D"��f."k'Fn"dS5'$48Pn$$Y�'!$£b'YJ��ml�.i�`.°8�'n�'$$���0 3 ai n � o m �Fco o�z �� gw m c a Li z a° z Nc o� �m b;F3�3 d3dP2btfb;Sf582Pi���g�L�nY6 ssco ids N m 2Z 0 m { pA d O C a 31 os w�y or o m N yyy 2 A Z C mH m .'o 2t+ >tyi�t�tc'twn������itiArPw�mN�i�� �K� �N O Z 2 Z Y " CLIL F o z ^Ima3F3w3itkYtF6Sm aS3 at2�Stge�S T� a®q"� = y yg C)' "C A; O T(_ f7 a m g N �F 2 F'Ateeas a 'a S9 -urr rn m gygy8 .� TIT"l $P.G'.i.,$.2;!Zia?MilRS�oa'FigFtlSe.i'i��t�j tom; m C P n N m ' `,,,ffffflll rlj)r�, " ^ 1 WE s K.. _ngtnedinQ,u.G OM BERTHA . - *•• m ENO RETENTIONI NON-iE[ENT10N S$A No a�umaavaoa rrcae mssx WnWrdpe it Ydrr Beat PrekdloM 2Z. , �: � � ROUP SHUTTER SYSTEM » s F ara rnamatt ce etsr war ti zuar ���i -M"d,'!f•f M *KTS 17-0101 vXCM;eo0.tiw .ru I,ay�.oee1 _ c 4 �22l 41 s;l ell�c i3N29t48if$gG;9!aM;s Y3�2�o m3l l l l I l l I 22�N�edm�oim�f3t;1"9YESuS.ggSaSII we o o y m '6 n D "cairn Q __ aa Rez g 'm:u B't2 i3 n ov.V si!i -f3 N 2 t A T �m s g g o A S� N VJNl Tl1 y oSgrBaiN . Bn 3r z A >UN V m b m8+f34+a�' m f4 nl�•f�S tifn�o Li�•NN fg+ONy � N � 2� C O my� 04 go 8 nT!'S,'Ne��g'��$�'�o omyll Txz y� rr�g;�$IXb2�tdSNL��fS�f&fBsgoNsfi;s8�� oSr��p � TSyge q�� �-1ft - �� o f3£..ak'b! fsttAT• s2 f. fJ f.�(.�Y (n NN m aDy 9i m Z N N 41 P N N N N m O EJ O!N W N m N s wv J N C C Z l D YWo lzglRlt!lul: 13^iNNti. l l N gf3Sel�gf�SLmS�+� m+BNNNT cc"��" m g s a pp Apr m ra� A f2 n S A 2 s f;ag���fXf�� �fr�fd��G�fSfr�=fro�gggs�rs's� OP x a =Z2 o m m=;Z3 rdf I'�iSi3k'1St8d'.L$�fn8f .f3�SZiU3 ���rr m" m y Engineering,tl.[. 58MM BERTHA $$A* o OF � END RETERION INON•RETENIION 22 `+cor:wnnamamrrece',msn 'M1gaAadg�bYarBptPraeatal' F ROII•l1PSHUTTERSYSiEM :teen B. O 1 TIG RLS 17-0401 awuisucrtea� �i�1"If o r A�444wov FR n i m 4 Fa m N ^i�$$$''t�ff•�mr�S• n mm; oz 4 g o4�o poi ti A s 2d3�kb V�dS;aJCm$iEnV, Ta'FN:jP5SE agg0��> 3 ZP C;IR W i>yl[T p yZ T y D iN >>H ^2 m O P •S �S NN t P SC N vV = K 999��� v{ myn ��zN N r I s g g T C O O y Z zE m�cl �y� a N �y N b2S5SaS9S & n o 8 S S S Kj p T ^2g g �c 4vm OT C o® $i z 82it!p'^ts Vti51t tomvR& 9•TVN °Q z� gN Kign x m� N� me�2�3C3Ei^3adi3aSQ3��ib btfPl�S91� ;J,1 � �:'•CEN' � i 11 2 Enslnee[ing,,LLE. ��BERTHAASSAm * «i,D ENORVEGONINONAETENT[ON IlY OPAYFN m' kNF Rut ROLL-UP SHUTTER SYSTEN ��i A••R '•;• • ��F331np10'Y"6W£�PNM I�MI'R.311W (� ••• nu M.T.S. �7-aw� PNdQ;Oft-MVP rMC 361.4.1.a9SI +vtt esdr 1>t/�/n cn+�Mveimaaec� ANCHOR(1YP) (SEE CONNECTION ANGLE CAPACITY ON SHEET 19) 1/4-o OR's/16.IILTRACoN a 12"D.C. WITH CAP 1/B'ANGLE(TYp) E 1/4'41 ORIL-FLEXOR BOLT B (SEE•CONNECTION ANGLE CAPACITY ON SHEET 19) ANCHOR&M)' SECDON FOR THE WALL (SEE CONNE'C110N:ANLRE;CAPACfM ON SWEET 19) W MOUNT IS SHOWN.HEADER •�- SIMILAR TO SILL CAN BE1/B'TRICK ALUU.ANCLE UP TO`2500'LBS • • ° •° d' .• USED.WITHOUT CAP OR 1/4-THICK ALOLI.ANGLE UP.TO 6500 LBS r • AN (SEE CONNECIION'ANCLE.ON SHEET 19) 1/4'e DRIL-REX'oR Bar • 9 (SEE CONNECTION AN CAPACITY.ON SHEET 19) - 0 + SLAT SPAN SLAT SPAN SHUTTER SPAN % z 2 SPAN SINGLE'UNIT ELEVATION 4=0 SNGLB IYNTT WTlM STD"MRIWAUATM-N.TS O E, SHUTTER HOUSING j() u SHUTTER HOUSINGi 56uN SLAT S6vM SLAT LLQ SEE STORM:But -STORY BAR J (SEE'TABLE5:'ON SHEETS 20 TO::22) '� (SEE`7ABLES CN SHEETS 20 TO'24) OOC ,�I19 1/6'THICK ALUM.ANGLE LP TO 2SOO-LBS 1/6'TECCK AU-J.ANGLE W TO 2500 LBS 1/4"MIGG ALUM:ANME UP-Tu 6500 LBS'; 1/a•:THICK ALUM.ARGUE UP TO 6500.LBS' ,I:-- (SEE.CONNELTKLN'.ANGLE ON SHEET 19)(LYP) yy�� ppS (SEE.CONNECTNIN ANGLE ON SHEET 19) 1/A'A DTA.-•FLEX OR BOLT 1/4'A GRIL-TIIK OR BOLI ++�2 p( - ANCHORCONNECibN ANGLECAPACTIY'ON_'SNEET 19) ($E[CONNELTOY ANGLE CAPACITY ON.SHEET 19): ` Aim a (SEE.COHNEL'IION ANGLE CAPACTK ONSNEET 19) F- c . • . `. e SECTION FNEEAER SON IS W �I175 1 ` SILOLAR WITHOUT CAP OR =TE ANmE _ tl� A ' N SLAT'SPAN --�—SLAT SPAY— - SLAT SPAN • E%TEND 9LL UNDER SHUTTER OR'USE N� S"u"mSPAN1/6'CAP TUBE OR ANGLE A17ACNF0 1/Cs BEIF-TAPPI NO EMS A 12'0•G n '• 3 OR MORE SPAN SINGLE UNIT ELEVATION a- 1p1•e.s/16'e ULTBACON(NP) - SiN0.EUNITWLMSlOWA61RS116fAYATLON+N.T6 J BUILD-IN SEGfION. _o. (SEECWINECOOH TABLES ON SHEET 19) t- E STORM IfAR D6TI1LLAT1011•N.TS. DViW'Vl/1SEVIAON �,' •i ST0181 MR.TNSTAli1l710N NOTES: j 7 M •�� • STORM BARS CAN BE USED ON MULTIPLE UNIT INSTALLATIONS .���,i 1 -•' '`` SMAY BARS CAN.BE USED TO REDUCE VNKNM SEPARATION TO GLASS 119611 Wit TMs Y� STORM E15 BAR (SE (SEE TABLES ON SHE20 THRU 22) I SHUTTER Nor I i ooh s xi �$&o Z p p i y �s;N��� m�m�frgo ��m���oa�g��m�tigoa��gp� ❑ _ Nva qmo yy,� $ yy Z op YnfSYo•���mio0 fn um�"•��$a�•N�S�r��Cn m�•b`moa mob H>��3i mO�D"Il O 2 m y N +hyo�Lo it iu> a toN o obi. mErNu UFv�C'i� O Z aD c Z 0 o x MR s�$�mti��se�N���m��a��ti�� , i 2 A O O e,7•, ]I p�'f_n �f oS�VmmV�gbtaa;mnv --me,2NS• t9wi;! El �Slrlgrr HE V?NooO��N_�g n mg �n 9 RM 5 0O y N = mto ma�ab c mh+m ab b aiu oiaa 0 oz� pH m Z O p AD '9 33 O Oy 3 = z C N X a O ! -1$- - ft-a 1Hw$ m mgomK8S8 v �m _qz OEi$ N �&'$mgHo'a.'oYn'.'S m•gm mL"iYOSis at�i�"N�p�c x -------------------- -- -- - ---- SM mi D cgs oy� x $$���&'g"G S.a.,$$�m y m S'�"ma��`8r$�m rr$$$m+g;,1•8,.$�m N&,$S C y���,pc �P$mfOpo��Y.`2�n�JSYnao$'.�w'�"m$1&':1.Nms4.��vY•E'i iJr$� �.�� a �N `LLULµulrrff�� r+ z "•` / auE �tsota 20 ` Engineering,LLC. %MM BERNA SSAN . � END REtEIVTIOHI NON�IiE1ENT(ON /0-s$��l°l rar eels t'ioyalm r 22-I. • Oy: � M. ROtI•UPSHUTTERSYSTEM ��./mumoc m 0:• k Qw wuNn D4�LET PMY�R.mw PHONE'0M4J 22k ILA 36I,eu.0ft2 Ai' 66C1Y� ��1� N•t$ 17-0401 'N1r.Y19tI11EtORO `f��fffr11111LLLL`L` N a $ C)oh N X a a�gZ:s4��, 'sg g�ti AZiEyris99 sysiR 9 o A N i 0 A m 4 'a 8888N88 8oN16��988moiN� gaga A N O q +.in u m tom omm mz()� ti Z A Db C Z 00 2 cmo z N82B2;;isis'$m'$S'g. $�wySiS5; �q42; 121!4 N`88`;�nS8;F!`gvZ��5[ o _ m��N m J39S �eBg�SEn $$SS��&�gJN$SCmNg''gNoSa�£C9�f'g +gr60 g D c c I Hill t�11:0;"H-4Hg m N a O N c mmm mem 4-1 i oo�^i c X y osA�; i ono C a A m C .^i.&Ern Yii m29 T� i ❑ Gr m m� O p m gr0 v� a rtolyg u u(..e:,NNNm in iv"ue.0 mNrJ—w N's ul,.prm ns'N men v w uu m NNmtn{.�••��N 2 Z g� 09 X_ Ill=IA+I HE I!nl.g IinH+ Y..�'e..,o..�$�`vk'C.GSS�N�oo�:��"�':d'E►000Y.�'���'�Rw�o'oo`� ��� �pp H a iP ip mba ua�.iv ob.' wioa aWambr cowmipva Nbcawbam w'v viub��i�N \\\1\11111 1'1o1l�II�III 2 i Englneaing.LIG .SBNN BERTHA 1 oa l mom 'a" ENORETENTIONINON�RETENTION ASSA%ft as.amcsena aae[e xlset WnwtadP b Your Bell Pielwtal' oN r*uv 9a nm.stsrtu�ssocwmx;W- T DRAWN R., � M.F ROLIdIP Sf1UTTEN SYSTEM ,�, � � `\, 0/2,171 W I µf5 17-Ml wwrs eoo.attltG:ruc sa6u,.ae�1 wswswtrw.�c �ONAh�l\\\`� o a o 0 MAXIMUM DESIGN PRESSURE OFA MAXIMUM DESIGN PRESSURE OFA MAXIMUM DESIGN PRESSURE OFA MAXIMUM DESIGN PRESSURE OFA 7X4'XIIB'STORM BAR(6063-T6)-30R MORE SPANS 2'X4'X7/B'STORM BAR(6063.T6)-3ORMORESPANS 7X4'XI/4'STORM BAR 60847 -3 OR MORE SPANS 2'X4'X114'STORM BAR(6083.76-3ORUCREOMS AVERAGE STORM BAR DESIGNSTORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR AVERAGE STORM BAR DESIGN STORM BAR STORM BAR $ SPAN WDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPANHIDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE ENDLOAD DEFLECTION SPAN WIDTH LENGTH PRESSURE 'ENOLOAD:DEFLECTION UP TO UPTO PSF (L YIN UPTO UP TO PS LB Y IN UP TO UPTO PSF LB Y(IN) UPTO UP TO S Y 66• 140 1107 1.1 54' 140 1630 LO 66' 140 1771 0.8 54' 140 2356 0.7 77 140 1208 1.1 60' 116 1501 1.1 75' 140 2013 0.8 60' '140 2816 0,8 �yy 78' 123 1149 1.1 66• 96 1366 1.1 84' 118 1900 0.8 66' 118 2420 OA 84' 106 1067 1.1 72' 80 1242 1.1 93' 97 1729 0.8 72' 99 2220 0.8 30. 90' 93 1003 1.1 78' 68 1144 1.1 107 BO 1564 09 78' BS 2065 OB : 96' 81 932 1.1 84' S9 1069 1.1 �• 111' 68 1447 1.0 7b' 84' 73 1910 OA L3 107 72 880 1.1 90' 51 990 1.1 120' 58 1334 1.1 90' 63 1766 OA �' ¢ 100• 64 828 1.1 96' 45 932 1.1 129' S0 1236 1.3 96' 56 1674 OA. 114' 9 792 1.1 102, 40 880 1.1 138' 44 1164 1.5 107 49 1657 C.S. 120' 52 748 1.1 108' 38 638 1.1 14T 39 1099 1.7 108' 44 1180 0.9' �t 66' 140 1328 1.1 48' 140 1610 0.8 66' 140 '1992 0.8 54' 140 2538 0.7 72' 121 1252 1.1 54' 129 1669 1.0 76' 132 2135 0.8 60' 133 267/ OA 78' 103 1155 11 BO' 104 1495 1.1 84' 105 1902 0.8 66' 110 2436 0A 84' 89 1075 1.1 66' 86 1360 1.1 93' 86 1725 .0.8 77 92 2222 OA 36, 90' 77 996 1.1 60, 77 72 1242 1.1 �, 107 71 1562 0.8 84, 78' .1 2067 OA 96' 68 938 1.1 78' 62 1159 1.1 111' 60 1436 1.0 84' 68 1918 OA y 102' 60 -880 1.1 84' 53 1067 1.1 120' 52 '1346 1.1 9o' 9 17HI C.B. y 108' 54 838 1.1 90' 46 992 1.1 128' 45 1252 1.3 '96' 52 1674 OA F=== 111E 48 787 1.1 96' 41 943 1.1 138' 39 1160 1.5 for 48 1574 00 ni.g 12T 43 742 1.1 102' 38 880 1.1 14T 34 1078 1.7 109' 41 1485 66' 123 1361 1.1 47 140 1550 0.7 68' 140 2214 0.8 S4' 140 2717. 03 p= 72' 103 1244 1.1 48' 140 1771 0.8 75' 119 2138 0.8 60' 124 4674 0.8. p 78' 88 1151 1.1 54' 117 1665 1.0 84' 95 1912 0.8 66' 102 2419 0.8 84' 76 1071 1.1 60' 95 1502 1.1 93' 77 1716 - 0.8 72' ''86 2225 OA' 90• 66 9% 1.1 66' 78 1357 1.1 1o7 64 1564 09 78' 73 2046 CA. .� 42' 96' 9 934 1.1 86' 72' 66 1252 1.1 �• 111• 54 1436 1.0 �• 84' 63 1902 08 a 107 51 872 1.1 7B' 56 1151 4.1 120' 46 1323 1.1 90' 55 1779 OA 'tu 108' 46 833 1.1 84' 48 1063 1.1 129• 40 1236 1.3 96' 48 1656 OA 114' 41 784 1.1 90' 42 998 1.1 138' 35 1157 1.5 102' '43 1576 08 L4 mR 12T 37 745 1.1 96• 37 936 1.1 147' 31 1092 1.7 108' 38 1475 03 68' 108 1366 1.1 47 140 1691 0.7 66' 128 2429 0.8 48' 140 2578 0:6' .p� .�- 72' 90 1242 1.1 49' 136 1877 0.8 75' 99 2135 0.8 54' 140 2898. 0.7 O c+ 78' 77 1151 L1 54' 107 1661 1.0 84' 79 1908 0.8 6D' 118 2638 O.6 84' 66 1063 1.1 60' 87 1501 1.1 93' 64 1711 0.8 66' 96 2429 DA 90' 9 1001 1.1 66' 72 1365 1.1 ioz 54 1s84 0.8 72' '81 2236 DA 48' 96' 51 93B 1.1 72' 77 60 1242 1.1 7z 111' 45 1436 1.0 96' 78' 69 2063 0.8 b 107 45 BBO 1.1 78' 51 1144 1.1 120' 39 1346 1.1 84' 39 1900 OA 108' 40 828 1.1 84' 44 1083 1,1 129' 33 1224 1.3 90' SZ 179/ OA 114' 3' 787 1.1 90' 39 1009 1.1 138' 29 1151 1S 96' - .45 1656 0.8' 120' 3J 759 1.1 96' 34 938 1.1 147' 26 1099 17 107 40 1564 OA �� OEFLEC7ION Yuf- ice,NOTE:USE DEFLECTIONS FRONDED WHEN DETERMINING MINIMUM SEPARATION TO Cll55 N