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' r X31 'i.,'-�-.,.'.�;�, °(•� `en '-"� p _ <��,v � �, BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats&Facts Publications I Contact Us BCIS Site Map Links j Search fl rida a rF@_. Product Approval SER:Public User p�re larjrs Product Annroval Menu>Product or Annllcatlon Search>Application List>Application Detail • � -c „ ,r�• H�r FL# FL5013-118 Application Type Affirmation Code Version 2017 a ke Application Status Approved -o Comments: Archived ❑ , dp Product Manufacturer Roll-a-way by QMI Address/Phone/Email 1661 Glenlake Avenue �:m Itasca,IL 60143 (727)744-5332 dfowler@gmiusa.com Authorized Signature Donald Fowler dfowler@gmiusa.comRE"FIE E® F® rl Technical Representative Donald Fowler CODE LIANCE Address/Phone/Email 1661.Glenlake Ave ® ® �y Itasca,IL 60143 o L U C I E U N T 1 (630)529-7111 dfowler@gmiusa.com Quality Assurance Representative Jim Daluga Address/Phone/Email 1661 Gienlake Avenue Itasca,IL 60143 (630)529-7111 jdaluga@gmiusa.com 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 the Donald Lynn Fowler Evaluation Report Florida License PE-0050458 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By Sanders Elliott Structural Engineering,LLC ❑ Validation Checklist-Hardcopy Received Certificate ofindependence FL5013 R8 COi FL 5013-113 Disclosure-Validator. ) Referenced Standard and Year(of Standard) Standard Year E 1886-02&E1996-02 2002 E 330-02 2002 TAS 201,202,&203 1994 Equivalence of Product Standards Certified By 's _3 Sections from the Code 81 affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A FL5013 R8 COC FL 5013-117 AFfirmation.0df Product Approval Method Method 1 Option D Date Submitted 11/24/2017. Date Validated 11/24/2017 Date Pending FBC Approval Date Approved 12/03/2017 Summary of Products FL# Model,Number or Name Description 5013.1 113BER Roil-a-way by QMI 38mm extruded aluminum slat system with end retention screws and tracks. Limits of Use Installation Instructions Approved for use in HVHZ:No FL5013 118 Ii FL5013 R7 150521.pdf Approved'for use outside HVHZ:Yes Verified By: Donald L.Fowler,P.E.50458 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:N/A Evaluation Reports Other:Not to be used In HVHZ.Span 156",+/-31 p.s.f., FL5013 R8 AE CTLA 2017W Max.span tested 144",Test p.s.f.+/-40,Large Missle"C"91b (US60ER.P55DER.1138ER.P55ER.P55TER.-PS5ER2ND).2df @ 50Ft/s.Weakest product tested to qualify the stronger FL5013 R8 AE FL 5013-113 Address Change Notice.odf with additional testing to verify span charts.All span FL5013 R8 AE FL 5013-117 revision PE Reoort.Ddf limitations are performance only and may be limited further FL5013 R8 AE HETi-99-830A B C(Removable Storm by choice of;mounting configurations. CLLR Id PTLD 5013 T ATL Report No.0126.01-00.pdf PTID 5013 T ATL Report No.0316.01-05.odf PTID 5013 T HTL Job No.0006-0106-03.odf PTiD 5013 T HTL Job No.006-0224-03-11.Ddf PTID 5013 T HTL Job No.006-0224-03-9.odf Created by Independent Third Party:No 5013.2 AI7-E Roll-a-way by QMI single wall extruded aluminum slat with end retention screws and rails. Limits of Use• Installation Instructions Approved for use in HVHZ:No FL5013 R8 II FL5013 R7 150521.pdf Approved for use outside HVHZ:Yes Verified By: Donald L.Fowler 50458 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+100/-100 Evaluation Reports Other:Not'to be used in the HVHZ.Span 233"+/-35 p.s.f, FL5013 R8 AE CTLA-201W-1 (AL7-E).DdF maximum+/-100 p.s.f.at span 102".All span limitations are FL5013 R8 AE FL 5013-R7 revision PE Re op rt.pdf performance,only and may be limited further by choice of FL5013 R8 AE TensileTestCTL.Odf . mounting cofigurations. Created by Independent Third Party: No 5013.3 P55DER Roll-a-way by QMI 55mm extruded PVC slat and double extruded aluminum rebar system with end retention screws and tracks. Limits of Use Installation Instructions Approved for use in HVHZ:No FL5013 118 IT FL5013 R7 150521.odf Approved for use outside HVHZ:Yes Verified By:Donald L.Fowler,P.E.50458 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure:N/A Evaluation Reports . Other:Not to be used in HVHZ,minimum span 37".Span FL5013 R8 AE 91850.01-401-44-RO.odf 164",+/-10 p.s.f.,Max.span tested 144",Test p.s.f.+/-40, FL5013 R8 AE CTIA 2017W Large Missle"C"91b @ 50Ft/s.Weakest product tested to (US60ER.P55DER,1138ER.PSSER.PSSTER.-P55ER2ND).odf qualify the stronger with additional testing to verify span FL5013 R8 AE FL 5013-113 PVC Certifiication.odf charts.36"span tested to+/-287 p.s.f..Ail span limitations FL5013 R8 AE FL 5013-117 revision PE Report.ndf are performance only and may be limited further by choice of FL5013 R8 AE HTLO06-0106-03(P55DER).Ddf mounting configurations. Created by Independent'Third Party:No 5013.4 P55ER Roll-a-way by QMI 55mm extruded PVC slat and extruded aluminum rebar system with end retention screws and tracks. Limits of Use Installation Instructions Approved for use in HVHZ:No FL5013 R8 II FL5613 R7 150521.odf I I i Approved for use outside HVHZ:Yes Verified By: Donald L.Fowler,P.E.50458 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure:N/A Evaluation Reports Other:Not to be used in HVHZ.Span 164",+/-10 p.s.f., FL5013 R8 AE CTLA 2017W Max.span'tested 144",Test p.s.f.+/-40,Small Missle. (US60ER.P55DER.1138ER.P55ER.P55TER.-PSSER2ND).pdf Weakest product tested to qualify the stronger with FL5013 R8 AE FL 5013-113 PVC Certification.odf additional testing to verify span charts.All span limitations FL5013 R8 AE FL 5013-137 revision PE Report.gdf are performance only and may be limited further by choice of FL5013 R8 AE HTL 006-0224-03-11(1355ER- mounting configurations. P55ER2ND).odf Created-by Independent Third Party:No 5013.5 P55ER 2nd Roll-a-way by QMI 55mm extruded PVC slat and extruded aluminum rebar system with end retention screws and tracks. Limits of Use Installation Instructions Approved for use in HVHZ:No FL5013 R8 II FL5013 R7 150521.odf Approved for use outside HVHZ:Yes Verified By: Donald L.Fowler,P.E.50458 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure:N/A Evaluation Reports Other:Not to be used in HVHZ.Span 132",+/-17 p.s.f., FL5013 R8 AE CTLA 2017W Max.span tested 144",Test p.s.f.+/-40,Small Missle. (US60ER P55DER 1138ER P55ER P55TER -P55ER2ND),r)df Weakest product tested to qualify the stronger with FL5013 R8 AE FL 5013-113 Product Evaluation.pdf additional testing to verify span charts:All span limitations FL5013 R8 AE FL 5013-113 PVC Certification.pdf are performance only and may be limited further by choice of FL5013 R8 AE FL 5013-117 revision PE Report,pdf mounting configurations. FL5013 R8 AE HTL 006-0104-05(P55TER-PSSER7.nd 72PSF).Pdf FL5013 R8 AE HTL 006-0224-03-11(P55ER- P55ER2ND).ndr FL5013 R8 AE HTL 006-0224-03-9(P55ER2ND1.odf Created by Independent Third Party:No 5013.6 P55TER Slat type Roll-a-way by QMI 55mm extruded PVC slat and extruded aluminum rebar system with end retention screws and tracks. Limits of Use Installation Instructions ` Approved for use in HVHZ:No FL5013 R8 IT FL5013 R7 150521.odf Approved for use outside HVHZ:Yes Verified By: Donald L.Fowler,P.E.50458 Impact Resistant:Yes Created by Independent.Third Party: No Design Pressure:N/A Evaluation Reports Other:Not to be used in HVHZ.Span 144",+/-40 p.s.f., FL5013 R8 AE ATL 0316.01-05(P55TER).odf Max.span tested 144",Large Missle"C"91b @ 50Ft/s. FL5013 R8 AE CTLA 2017W Weakest product tested to qualify the stronger with addionai IUS60ER P55DER 1138ER PS ERP ER -P55ER2NDI.Ddf testing to verify span charts.All span limitations are FL5013 R8 AE FL 5013-113 PVC Certification,pdf performance only and may be limited further by choice of FL5013 R8 AE FL 5013-117 revision PE Reportpdf mounting configurations. Created by Independent Third Patty: No 5013.7 QOMPACT Roll-a-way by QMI extruded aluminum slats that cluster tightly with end retention screws and tracks. Limits of Use Installation Instructions Approved for use in HVHZ:No FL5013 R8 TT FL5013 R7 150521.pdf Approved for use outside HVHZ:Yes Verified By:Donald L.Fowler,P.E.50458 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:+160%160 Evaluation Reports Other:Not to be used in the HVHZ.Span 236"+/-40 p.s.f., FL5013 R8 AE FL 5013-117 revision PE Reyort.ridf maximum+/-160 p.s.f.at span 96".All span limitations are FL5013 R8 AE FTL Lab,Number 6869 performance only and may be limited further by choice of Created by Independent Third Party:Yes mounting configurations. 5013.8 US60ER Roil-a-way by QMI 55mm double wall extruded aluminum slat with end retention screws and tracks. Limits of Use Installation Instructions Approved for use in HVHZ:No FL5013 R8 IT FL5013 R7 150521.pdf Approved for use outside HVHZ:Yes Verified By:Donald L Fowler,P.E.50458 Impact Resistant:Yes Created by Independent Third Patty:No Design Pressure:N/A Evaluation Reports Other:Not to be used in HVHZ,unless equal to or less than FL5013 R8 AE ATL 0126,01-00 (US60 garage door) Ddf 96"wide(span)x 96"high(+/-100 PSF).Span 156",+/-31 FL5013 R8 AE CTLA 2017W p.s.f.,Max.span tested 144",Test p.s.f.+/-40,Large Missle (US60ER.PSSDER.1138ER.PSSER.P55TER.-P55ER2ND).pdf "C"91b @ 50Ft/s.Weakest product tested to qualify the FL5013 R8 AE FL 5013-117 revision PE Reportodf stronger with additional testing to verify span charts.All Created by Independent Third Party:No span limitations are performance only and may be limited further by choice of mounting configurations. I 0 i Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824 The State I'of Florida is an AAJEEO employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement i i i �' s s i 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 mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided maybe 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: � eChrcl . Credit Card Safe i r i1 f 1 I i. L. • .' 'i rui � i i i i• i f ✓ � ■ j i t GEN 1. TI�OTICLOFACCEPTANCL'DRA%VhXCiMRENDREM-N-TIONROLLSftMERPRODUCTS IS DESIGNED IN ACCORDANCEWIT71IR2014 FLORIDA BUILDING CODE(FBCJOUTSIDZTIIEHIGH VELOCITY HURRICANEZONE.WiNDLOADING REQUIRCMENTSSHALLBL-DEIERNINCDUSINGASCE7rWITH EXCEP7TONSASPERFBC2oM.PRODUCTTESIINGRECORDS �'• &%'D REPORTS PER ATLO126.01-00.ATL O316.01-05.I217.t1"10&03.lffLOO&0224-03.1n L 000-0104.05.AT9I350.OI-4ot-44-RD:III:Tl99.330.1,tiECi 9ry•&30 B.FIEtT�?330 C. �' a�0� " tJ1TA20I7W:ANDCTi A20t7Wi.PRODUCE!)FStGNANDTESCINGALSOCOh1T'WESIVCIIITEtE1NTERNATIONALBUILDINGCOD6{IBC}ZtlOti. m n" 2. ALLALUhIiNUMM*TRUSIONSSTIALLBESPCC[nE-Dl[EPGIN.ANYSUB..5rnUnONSSITAL•LBEAPPP.OVEDBYALICB4SCDPRO1TS5[O.tALENGINGER. ek� 3. ALL SCREWS TO BL- SINLESS STEELM OR 316 SERIES WITH MINIMUM 501CSI YIELD POINTAND MINIhtUHt 35 KSI TE NSILE STRE'iGTTT:ALUbtENUht.DACRObIETCOATT:D sn9u.OR' 8 1 5 GALVANMCDS M-7- 4e (SS SMS=STAENLFSS ST EeLSIIFETbIisrALSCPMV) 4. STORMBARSSItALLkmiAININPLAcr-DUR)NGr1LL%VINDEYI3+IIS..situTIFdtSSUALLBEROLt.EDUPIFREMOVABLESIORblBARSARENOTREPLACEDBEFOREIVINDLVI1M. 5. ANCHORS TOWALLSHAL.LSEA$FOLLOWS(UNLESS OTHERWISENamD): (A)TO EXISTING 4000 PSI MIN.CONCREIT OR AS SPECB7ED HEREIN: _ -FNi4"TAPCON ANCHORS,AS MANUFrlC'URED DY ELCO INDUSTREFS -kE4CRI+TL•fLID{SS4AKCE[ORS,ASMANUtAC UREDBYELCOINDUSTIt►[S' ` ----l631S"PO%VER MOLTS.AS MANUFAC['URED BY POWERS FAST:- ING.INC pir PO%VER WEDGE BOLT MAYBESUBSTIFtnED). NOTES: A.E)NTL`l1htUMEMBED wrOFTAPCwANCRORSANDCRE:TE FLOC ANCHORS ANCHORS INTOCONCRLrIESHALL BC•I %"UNLESSOTIIER%VISC•SPECIFIEDIIEREI.E. !tl A,2)bt1NIMUttEhtBEDb1ENTOFPO'IVERIIOLTANc'noRsSHALLBE3". C3 -1 A3)INC,%sETIfATPRECASCSIONEFRECr\STcovcREEEPANFTS AREFOUi)DONTEtEExis 7NGW,%Lt-.ANCHORS Z < SItALLBELO.[GMIOUGII'1'OREACEIMIEhtAINS1ItUCIUREBEtItNDSUCtIPANC'IS.ANCttORAGESIIALLBEPERTHGLISCEDhIINEhIU$TS. 'C Z > (B)TO EIXISTING CONCRETE BLOCK WALL- ¢ 0 Q -01/4"TAPCON ANCHORS.AS MANUFACTURED BY ELCO INDUSTRIES to 414 CRE InMC SSS ANCHORS.AS MANUFACTURED BY ELCO INDUSTRIES V EZT3 NOTES: B.1)hllNMiUhlChtBED&[ChTOFTAPCO;)s1NCIIORS INTOTIIECONCRETEBLOCKUNi7'SIIALLBEI ii4'UNLESSOITIEZiWISF.SPCC[Ilt:DIIERL-M. E, B2)IIIN[t�tUhIE&IBEDMENTor-CRL=TCtT.E7CAKCItORSINTOTHECONCRETEBLOCKUNIPSItALLBEt 114"UNLESSOIFIER\VISESPECInEDIIERCIN. (.4 b B3)INCASETtIATPRECASPSIONE.PRECASr CONCRETEPfuiW AREFOUNDONTtEEWaSTINCtVALLA\CI[ORSSIIALLBELONGENOUGIE Q 0 C2 TORE►CIITIEFMAIN STRUCTUREBEHINDSUCH PAN ELS.ANCtEORAGESIEALLor.I wImININtum. � Z �1 (C)ANCHORSSHALLBEtYSTALLGDFOLLOWINCALLOFTIIERECOMMENDAT[0;1SAND SPECIFICATIONS OFTHEANCHOR'SMANUFAC URE-R. �. t� Q (D)ANCHORAGETONVOODE'-RAMEBUILDINGSESSPECMWINMUSDRAWING. (C)Ai citOR hElNihiUhi EMBEDMENT DOES NOT iNCLUDE L-YT mtoR FINISH. E 7 (F)ANCHORAGESEEALLBEINSTALLEDINTO THE BUILUENG'ShIAiNWL�ID•FORc RES[SCAN't- ,N-,N-rSToENSUREALOADPATH • o I TTOTRE BUILDING'S FOUNDATION. c 6. ITSEIALLBETFIEREMPONSIBIWTYOFTIIEINSTALLAITO.I CO.YIRACTORTOVERBYTFtESOUNDNFSSOFTEIESMUCTUREIVIEL•'RE SIItnTER ISTO DESTRUCTURALLYATI'ACtIEDTOLNSUREPROPERANCEtORAGEPERNOTES. 7. THIS APPROVALDOFSNOTINCLUDENORCOVERANYSIIUTILK ROLLUPMCCITANESMS.ANY ELECTRICAL EN.WALLATIONS. OR MODIFICATIONS NECFSSARYTO FACtLM%TETHMf. -' S. TRACKMOUViINGCONDTTIONSAREDL'PICTEDO.ISEEEETEOTIERUSitEETE.SECTION"A-A"(%VALLhtOUNT,JA[1iBhtOUNCBUILDOUThEOUNTAND `a• r�?! MULuo:4mOUm)AREDEPECTEDONPAGES toTHRUE3.SIEAREDMIUULFMULLtONTR�%cKMOUNTINGCONDIIIONSAREFOUNDONSHMT14.IS,&16 PER SECItO.t"B-B". 9 c ANY OTIIEft TRACK MOUNT!NG CONDITIONS SITALL BE ENGINE—CRE0 ON A CASE BY CASE BASIS.END CONDITIONS hiAY BE MIXEDICOINI BIN ED. 9.WNEARlWMC OLATLO.IIS_ALLONVEDFORALLGRAPHS.ClfARTS,SCFIEDULM./1@IDTABLFS. 4 IO.ALTERxno,,gSORADDIftONSTOTEtEDOCUbtiNrARENOTPEmi ETI'D.DOEl�i' CUNTSIEALLBE,%RTtlEOItIGINALSF;AL,StGNATURGAND c=m S DATEOF'fitEPROFCSSIONALENGINEERLIS['ED. o �� to uv.r. .� tI.TIITSPRODUCTAPPROVALTSSUIPi\BLtiFOR[ISEONLY ASSPECIFICALLY STACEDONTIEECObiBiNEt)PAGt:'SOF �-Q E-W�,� v THE LNTIREDOCUML�Ii:ANYDFVIA7TONSSIIILLBLREVILIYEDANDAPPROVEDIIYAPROtTSSIONALt-NGINEL'RSEPARATCLY. Qe \, 12 SL1TTYPESP55C:RANDPOER2i`ID SITALLNOTBBWTALCEDINWINDBORNE DEBRIS REGIONS tNTHEFIRST30IxETABOVEhiG\NGRADEL[:.VEL.SLATTYPESPS5ERAND �,� P55CR2ND MAY BEUSED FOR ShiA1.L.MISSILE IhiPACTPROTECiTON OF OPENINGS301;M7ABOVCGRADE INTItE%VIND OORNE DEBRIS AREAS. cuvr Dm. oars .}ll.+a'rf i ampvau GIl i� DETAIL LETTER SECTION LETTER DETAIL SHEET \,V SECTION SHEET yrru nnv 22 F iaur iy�y�-S 9uAa 2 .n 26 B! B2 .500- 3.000 2,500 6.000 W ��g`''��' 055 .574 365 '__ 1 OSB 086�� ..065 x ggG 2.5]9 '0 2.165 �� .050 2.160 C.� 1470 .996 1.071 ---� .365 .363- 1- --1 125 �" 123 --r 125 `T a ' SYSMIMLACIt _ 't7 P35SLAT LOYMS1dTR10MR UPPBRSLATRBBAR BOTIOMSLAT Rms AXOMM606 N ABNDRU MMOR �CK SYSTBM��6063T6� AI PSSD�LYYBiYLCHlAysHoWN Bl ALUmmm6005T5 ALVNM M6MT6 ALUA0MUM6063T6 - ENDRSIffiIIION B ENDSt9[tII•7120N P END RB1tjNC)ON {- 3.0001 -- r 3 1 .000 1 _- 1 2.000 r - 6.000-112'5 I 3.000 .125 2.000 U 4.000 .125 .125 3.000 11.125 .250 3.0100 j .125 [ 1.000 4 -+- 11,00� (Cs�+ o -7 .305 .125 U w PP-1 UMBPx3"x.125" TIIDBYx1"xlfA" TUBBS"x4'x!!8' /:� MO oNrx4'HPAVYDUTY �.•� Ml=ON3`x6*MVYDUTY ANOLB!"x2"x.12S" Et-+ ALUMBNM6063T6 ALUMID1UMMIS E) ALUMO M6063.TG (D ALUM M6005•TS ALUKN MMT3 ALUMM M6063•TS w 4 U . . Q ' � A +� N a 5.000 4.866 4,000' -i 2.700 078!� i{ L� 096 3408 1,375 1.200 049 3 1 500 �- (---'- -�'� 2.165 LAIN. ."Z,OOR 2.125 .192 -•- ^-k.100,^• �� .. .y 1,000 L- 3.000 II- 2.655 {; ••S,i, 093 �T .125 .125 i ANOLB MU[]]ONDAS83"x4"(1.338'7 rs '•" •'• A1IOL81•xt1f2•x3/i2` ((�'�'� TStORMHAR 3•SWRMBARINSMLT US605LAT ;•: D. .� ALUMINUM 606331 �J 2 x3",MORS"x1$" �O MULLSONHASB3"x6•Or51AV) 0 ALUAONSR.i600515 ALUMORTM6005TS AUDM M6063T6 :.;,.s, � r" a ALVMN M6061TS ALUMO M6005-TS C ` P. 1.198 1.243 1 �'LtLDE333•F1 a• 1�� .125 _� �_ 1 5 L_ 10 J �_ 7YP �'A 1.500 1.228 Cf .125 1.241 � ju�� 1.500 1.500 1.500 ,125 ' �! gx� l 2.598 -- 350 4.OtlD--�-r 5853.286 -- �r 24,--If .150"�1"3.500-� -- 5.875--- 4��-- 08STANDARD hSPORMHAR 4`STORMBA8.BISERT STANDARD 31/2`HBADBR IMMLS71V(I.S UM-2SN") ALUMU M60o3•TS '``f' ALUMM=606346 1L611O[H�39/32`j ALLOY600ST5 ALUMA M6007TS 1ALVt4B1Utd6063T6 AWARHUM600S-TSA26 y�� i tattxeADssu itexuon.A � 5' lalfll w•x.oA•NAAtq %$ .055 .538 429 aratrn ausmcs auisteititia'vD N-- —� ! O •� ��� --11.500 - AL7•ESINOLEWALL 2PC.RAIL ASSEMBLY SCREW - -- pg ALTERNATERETAIN pI AL7ESINOLPiYALLSLAT A2 STARTERSLA_T. . .- px-18x3/4PHR.LmSPANSOS410SS, - AE ASfA1NSCREwASSP9LY SCREWASSEDLY QMI.395 - - . - ALUMINUM 6063-76 QW-477 ALt1MINUM6063T6 .060 515 •060 538 237 02127 .. � o � 1.154-4 �--.• c) 492-1 �- LOCK SLAT LOCK SLATCOVER FINOERPULLSLAT RAILSNAPCOVER �} QcBAM1.408 92 QMFd09 II3 QMI.331 94 QMI.410 ES QM051 t U �y c ALUMINUM60DS f5 8AWANUM6063R6 8ALUMINUM600S•TS ALUMINUM6063T6 ALUMINUM6063TS H W 910 - z P, Rp t.O9O 1.090 USS 71.029 .002 f—•3.000 �3.t25- )T t--3.125—j T REPAINRAR SNAP COVERRECAINRAIL 2PMCEINNERHALP 2PC.OUL£RHALF 1 ' MF49Z D] RETAINRAIL D2 RETAINRAR. bJ ALUMINUM600M- AWMINUM600515 QMf•493 QM!-d94 pgx3j;• :1� ALUMINUM6003T5 ALUMINUM600STS SQIPBTRSMS o 10 DACROMEPCOA'MD - AEOVETHERAUS j"`••t i' ;�: 1.090 1.028 ^- .002 F-3.400•--17 PiMica-17090 �--3.500--{7 �.._ � a�nvK �Lp 3.500 T n 77 os•o� SPRINOSYOPRETAINRAIL SPRING=PSNAPCOVER 2MINNERNALF 2PC.OUTERHALF mvtiortA DLF ALU QMI-479 00JTJ RETAIN 4RAIL EI SPAIN QSTOPREMINRAIL QE21)SPRINQSroPS9E1•AINRAIL DATA tt•ORP7 ALUMD4tIM 6017 6 S T3 AWMDiUM600ST5 ALUMINUM6005TS t��xaana 3-01-031 Altt B scr. KAm 1:4 $11wr 3A ' 26 I . Qf.525 #tOTRltEAD i� ' _ Ti01gRXDtI .525 IVE QOMPACT SCREW QOMPACT SCREW BUSHING 410HT SS - XYAN 5000 COATING Ql ACETEL Q2 180,000 PSI ULTIMATE - - - - TESILE STRENGTH • � 3.62 � 4.25 �a 3.25 5 -T ° 1.2 2.05 o 1 p pis SPRING STOP SNAP COVER p v SNAP COVER RETAIN RAIL RETAINR ** 0 AA GOD3 QMl 664 D4 QMI 677 Q0WACT BASE SLAT v W o ALUMMM 6063-T6 E) AL�.T.N1URN 6,063 T6 ALUM 5005-T5 3.784 •::, ".;a' , 2.366 SrARMSWr WATrIi SLArn WTn SLATO UMNS Man SLAM SLAVS SLATO SLATi10 S All SLAT7f11 +'+++rti..ttt••''t t}31t•dd9 QMixO QAit•Mt QMSSIi QMlfiJS QMI•IJgMt55 QMS•d76 Qtdt•Q37 QMt�3i QM[•679 QMI.61p QM1411 y�� muuwu° Di•I QOMPACT SLATS 1 -12 &STARTER SLAT Awa A A ALUMINUM 6063-T6 b 031 SLATS CAN ONLY BE USED WITH THE Pums ON THIS PAGE. "CAN ONLY BE USED WITH QOMPACT SLATS. GP 26 ALLOWABLE SLAT SPAN TABLE NOTES: 1,TME PERFORMANCE SPAN CHARTS DO NOT LARGE MISSILEIMPACTSLATS ***************** SMALL MISSILE> FT GUARANTEE USAGE.TRACKA4TA03UMTS, m �a P.S. . AL7-E CLOMPACT US60ER P55DER 1138ER P55TER P55ER lPtSERND BUII.D.OUF,AND MULTTONSMUST 13BVERIMED fl �� �� PER INDIVIDUAL ALLOWABLE USAGE CHARTS. 0 233 136„ 156" 164" 156" 144" 16411 132„ 2 'PP5 W SLAT TYPES ARE SMALL MISSTMY 2ND 15 233" 23611 156" 16111 156" 144" 1611t 132'1 IMPACP COMPLIANT AND MUST NOT TO BB USED AS_ 20 233 236 156 156 156 144 156 125.__ --ALARGEMISSIY.E-DeACTHURRICAMSMIT2'ER -_ - 25_ -233"- - 236"- -156" 152„ 156" 144" 1 152" 11g" SYSTEMS IN WIND BORNEDEBRIS REGIONS. / 30 233236" 156" 149156144" 149" 114" - 3.SHADED SLAT TYPES ARE LARGE MISSILE WACT " " " t (ASTM&I.886/1996-05, MISSILELEVEL"D') 35 733" 236" 14611 145" 146" 144" 145" 110" COMPLIANT. FEZ 4,THBP55DER SLAT TYPEIS RESTRICTED TO A 37" U Z 40 223" 2361 134" 141" 134" 144" 141" 107" MIND"SPAN. y .45 212" 230" 128" 137" 128" 131" 137" 102' O O P .. ,1 „ ,1 " " 50 202 22,V'- 121 134 121 118 •134" � p9p,w.� 55 192" 218" 114" 130" 114" 104" 130" � W Q 60 182" 212" 108" 127" 108" 91" 12711 91" O 65 172" 206" 105' 123" 105' 78" 123" 88" A O 70 162 201 102 119102 6611785 75 152" 195" 99" 115" 99115411 11511 8211 Z 80 142" 189" 96" 112" 96" 42" 1 79" 85 132" 183" 93" 108" 9311 N/A 08" 77" 90 122" 177" 90" 105" 90" N/A 105" 74" 95 112" 172" 87" 1", 87 N/ N/A 72" 100 102" 166" 84" 102" 84" /A N/A 6911 120 N/A 142" 74" 95" 74" N/A N/A �, 0 140 N/A 119„ 6811 �„ N/A N/A 5411. � :��:y d N/A 96 58 81 58 a, N/A N/A 48 �, • - 180 N/A N/A 49' ° 48" N/A N/A N/A 200 W- A 65" N/A N/A N/A N/A 220 N/A N/A N/A 5811 N/A N/A N/A N/A 10z110? 240 N/A N/A N/A 5i" N/A N/A N/A N/A lArmvw. ctF • °"'"' w•oz•�z 260 N/A N/A N/A 44" N/A N/A N/A N/A 280 N/A N/A N/A 37" N/A N/A N/A N/A 3-01-031 ' e B i accm 7 ov 26 • aansaannsanaanaanaaasaaaaanaaaansnoaaanaaaaaaaaanaaaaaaasanaannsoaaa � .- -" ooaooanasananaasaaaasaooanoanonnnasaaananansaaaooanananaononoaaaanaa _ aansnnananaananaaanaaannnnasaaonsaaaaaQvaanaanaaanaonoQnoaonaoaanoam.m. an noun a= �. aanonaaaaanonnaanoansaasaaasnaanaQaaaanaaoaaaasaaaassQaaoQaaaaamaanm IIR Runs gonna QanaaQQQaaaQanaaaaaaaaaaaQaaaaaQaaaaaQnaaaananaamnasmanamsammanmo©nmo■r nnnasnonaanaaaa0000nonnon000naannaAaancmann�oaooaoamnaomaoom©ammmam� nuns] QQanaaQan aaassnaasanQaQaanaQasaaQ�aaamaanmsmQmQID®oQammQs®monmomn®� snassannnnanaasanaaaaQaaanoasn�anamamnmomnmsmmm®mmmmm©m©mo®mmm , Qaaa ®anacmanngnaa�mnamamamaoamammmmmmmmm®mtam®®flG � aaana0siiaat�anitlilnn"siin�nC�il®amnG�nigiaTiimii3tt�ItIt�f�E�l®E�iOGIBIt�13�mBi® 3m • - annaasnaanQaannnnaan�naa�nns�ana�amn�a�amamamam©mammon©mm000mmmmm©®oma • aaasaaaaasanaaasnasa�aaac�aas®om�aa�o" a�amaoaommmmmommmmmomoo®mmmm®mmnca�t an onnnaaanannansmsan�aaa®a smn¢�n�nmamn�amnmavmmmmmmr�ommm©aaoommmmm©�� nansanansanaannnmoon�n�n®om�ac�ocmn�nc�omo�oAommm®mmmmomm®®©®©mammmmmmm©� • nnavnaaaaaaa�ano�a�n�am�ac�n¢�a®nE�in�laoama�aom®C�1¢�®f33[�iC�7C�t�i�t�it�®©®®�7Ci#Q1�®B�mt�®® oonvonooannn�o�o�o�a�na�o�amo®omn�n�omnmammma®®ommmmommmo©mr�mmmmmc�®m©� nannualn aaa�a�s®a�a nma®ams®amn�mm�mnmm®mmmmmammmmommmm©c�mmmmm�mmm©ate nananal ow amm000mommommmm®®®a®om©©m©mo®mmmmm®©m©oQa • asas�amn�mamQc�ams�sma�aoa�scua�amamnmam®oAm®mpm©a�m�om�mm©mm®®mmmmt�nmommo �sana�oma�nonc�amac�ama�ama®omom�n®oma®am®comm®mo®®normo®mm©mm©mm®®mmmm©mmsa• �a�a�noaQaoQmnmQ®aoQ�nmamamscorn®Qmmmmommm®mmam®mmmo®mm©mmmaQ®mmmom®mm® �ar�o�mm��omn�nmsc�amn�n®ora®am�nmaommmmo®©®nommmmmm®r�mmmmm®©r�omm©©m0000 mnmamamn�n©Q�amnm�amQ�amam�amamnmamommmvomm©mmmmmmmm�amm®®mn®mnnmommm®®© �nm�a�mmm��omn�nmo®mm��mm�0000amomm�o®mmnmm©mmmmm®mmmmmmmomm©momvomommo nosmama�amamamamamanoamamaIlm®mmmm©m©mm®mmmomommm®om©mammmmmmm©om©m® aamss�non�n�Qs�aoa�n®a�a©ams®scomm�mamwmmmmmmmomorummr�©m©QAmr�m®nom®m®mm� vavnaanavaaAnQoavooao©nonan©aanavoosa©t�vo©ona©aooa000©oov©v©v©oao©an u , ang a a gg as ME a a wommom . @ =wow % O pa tj tu W W A A k, tn W w w 0 " . 0 HHH -1141- 3 ri 4 ul 0 m V-4@to 8 0 w w t: W" r. cc it tn j0 mar O U Z, CA 0 to @@ 1-J-4 W101"131t: m@San t: m H@0" Lq O A (WnitR W M m -4 Go' M JA tA iW Up W 0 w W t . . . . . . . lCII LIl"lti W up us WW W A A A In in @@ -4 @r 7n O W Wids. U, mial-A w u @@ .;R -4 cc tj 10, D /* W.,VC, tj N W W W W A A N Ot V t0 N up JA tjlpj pj WJW W 4. 4. in CIE A 2 z > z z !,I kA 11 fl JA tA.- " wid. .1@ •• le tA W m z z z Z Z Z Z z Z e vt- ... ... A JA W z 1�-:l lit-l-1. . . . . . v z Z Z ri tj W W U, us asway NOTICE OF ACCEPTANCE END RETENTION By 12 am[ P '4 k 50456 CLOAAKOAMOS pRoDuCTAPPROVAL %"I copwrxW000 FASTENER DRILLING C.C. (INCHES) SCHEDULE Al i 48' fU n I PA' 1 0 1 1P6` I UU I Ur 144' I 165 1Pr w 19r 264' 217 Iib' Ido` PSfoISPPA FaAenr fzknar few I Fattntr I Fakaer Fzlmtr I Mint I Fakntr faima farkntr failtntr I wtur Faaltm FaAw FaAmr weir ..•Fahtr AICDill fA$CDEFABCpEfABCDEFABCDEFAOCDEfA000EFA0CDEfABCOEfABCDEfABCDEP38CpEfABCDEFABtDEfABCpEfABCDEFABCDEf 10 1414142424241414242424242424242424242421l-024242412ll231d1d1d914is InAI47111411I48610121421245910UI121479Iwo 19244184U244674161436181412356713113567 MIA3141516111111• di6f0U � t�� 15 14N24242424147924242424ll16242d1424i01319241424711141724246911 U2414519U191446891624367814I13S6TUIl3ib61t143d56U17. d55t016. 44S4tS• 34S8U• 344SU. 3447U s 20 I41B1424A241411242424141Yft41142411417110 S316242458I0U71i4d78i017I4367824113S67Ut03456U19. 4S6101b• 44541S. 345813.344812. 3347It • 33 4711• • 33610• • 3369 23 24U212114124211181211141241819 1d182d2458 5011132446 $10U143S7814113567U19. 45610ll• dd59S.3d5813 . 344811. 334I11. 334610• • 33b19• • 3369 • -3358 • • • 358 30 2111142424242209241424681t1424I4468t0182d357814D34671119. 45b10ISI. 345914. 394813. 334111. 3346lit • • 33610• • • 369 • • . 3sit • • • 3SB . . . 3S7 . • • • • 7 35 1810217424Z41089U2414S74U924457815l434671120. 4561016. 341414 . 3448U• 33d711• • 33610: . 3369 • . 3359 • • • 358 • . •357 • - • • . 7 • • - - • 7 • • • • 6 w 1681814241d87UU2d14d68t01814356$141234561111 . 345914. 344811. 3341U• • 33610• -3364 • • • 358 • . . 358 • . • • •7 • • . . . 7 • • • • . 6 . . . . : 6 . . . . . 6 1 4S147161474247611141424d574161434671219. 3'451015. 344811. 334711 • :33610• - 3369 • • •358 • • • 3S8 . . • • - 7 • . • . . 7 . . . . . ff • • • • • 6 • • • • • S • • • • • 5 4ilt A 127141424246691223113SSig I42334561117. 34S914. 3347U. - 34610. . 3369 . 358 • - 338 • . 7 • • 6 . . 6 . . 6 • . 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(INCHES) SCHEDULE A2 �• iP 8}' �� YR llQ 1>r 1!4' 116• 158' 101 t9r 704• 716' 716' 9 iC 4S�9ATS4AN fadFrEt Fall w Fatercr t'akrer tatarer Faucet Falerer Fzdttet faun Fatttet Fri mr mret I ttret Tauter Fahrer Fr4trer i 'a 4 ABCDEFABtDEFABCDEFAetDEFAeCDEFABtOEfABtDEFABtDEFABCDEFdBCDEfABCDEFABCDEFABCID]Elf ABCOEFAIC0EfA3CDEIA8C0EF § Z 10 -N2414N14N241124NNNN2114N1424N1{14N2{14ll1421N241441101151MIliII41718}t}SI{1167Nll24245b9U2alNiS11418N4519165{ db81SL 31671121. 35712 B- 3561119- - 461117• • 451416 g 8 NNI4NI42dNN24N24NNNNNN14IDi11821NN78BM201466t4llD145581Q19N447916N34b8147!• 357115. 3S6Jul III• • 46148. • { 5915• - 45914• -3 { B11- • 31BIl. • - d ]i1 20 21ZANd141491411914N1114uxit207812$N245641l2tN4574171434681412. 357uB- 34fiUR- • 45!08• • { 5411• 3 { 811. •34777. • • { 78- • 36kl. . • 364 . • • 3S9 IS-- 1iN24NN2iN24N241414891d112024564122214451917143461142!• 356172. • 451QJ6• • 45414•• 3 { 811.• 3d7ri• • • { Tb• - - 36ID• • • 369 • • •358 - • •358 - . •3 . 7 34 NNNN202434i473NN2d61fON$24{ 5741824368SIN• 3Sbit18. • {5108• 45.4ll• • 3 { 812. • . 4711-• • 3614. . -369 • • •358 . . .358 . . .3 . 7 . . . - • 7 . . . . . 7 3S N2414N2421ll12I95NNS698NN44688N• 3511719. • 451016. • 45911• • 348II. • • { 7N. . • 369 . . • 369 . . •358 . . .3 .1 . . . • • 7 . . . . . 7 . . . . . 6 . . . . . 6 0 N71ItA211189l4B2d24457T016243467llN• • i61016. • 45414'• • 34811• • - 47ID• • • l69 • • • 3S9 • • • 358 • . . 3 .7 . • • . . i . • • . . fi . . . . . d . . . . . fi . . . . . {S NN24N241477111524434141614. 356}t16. - 4598- - 34811 • • • { ill. • - 3614• • • 364 . • .lSe . . . . . . . . . . ] • . . . . 6 . . . . . 6 . . . . . 5 . ... . . 5 . . . . . • Z Sd112D112121I1669ll2321746814• • 461117• 44591fli. • 4711• • 36ID• • 369 . . 358 • = 7 • - 7 . . 6 . 6 - . 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