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HomeMy WebLinkAboutProduct Approval RECEIVED /RPh p 2317 .z. fda NparttTMentof BCIS Ham I to se,,T3gg'tr i n I t of Topics Submit Surcharge !Stats 2c Pacts Publications PBC Staff j BCTS Site Map !_inks rSearch,` BUsineS Prafessi � Product Approval USER:Public User R lati0t111 .111,11 rYTi7WtTiilkt�Eitii(i{Ya PrQuct Approval Menu>Product or Application Search>Application List>Application Detail' _....-" ... FL# � r• FL5013-R7 Application Type �t—~-Rev3si9h Code Version 2014 Application.Status Approved Comments Archived --------------- Product Manufacturer TRo.11-a-wayby QMI_Address/Phone/Email 1-Glenlake Avenue Itasca,IL 60143 (727)744-5332 dfowier@gmlusa.com Authorized Signature Donald Fowler dfowier@gmlusa.com Technical Representative Donald Fowler Address/Phone/Email 1661 Gienlake Avenue Itasca,IL 60143 (630) 529-7111 dfowier@gmiusa.com Quality Assurance Representative 31m Daluga Address/Phone/Email 1661 Glenlake Avenue Itasca,IL 60143 (630)529-7111 jdaluga@gmiusa.com CategoryShte s Subcategory -. Roil-up �1 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t l Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who 'Donald Lynn Fowler developed the Evaluation Report Florida License PE-0050458 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Sanders Elliott Structural Engineering, LLC i Validation Checklist-Hardcopy Received Certlflcate of Independence 'FL5013 R7 COI FL 5013-R3 Disclosure-Validator odf Referenced Standard and Year(of Standard) Standard Year. E 1886-02&E1996-02 2002 E 330-02 2002 TAS 201,202,&203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtUOE2x8 8XL%... 9/3/2015 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/21/2015 Date Validated 07/13/2015 Date Pending FBC Approval 07/18/2015 Date Approved 08/19/2015 summary of Products FL# Model,Number or Name IlDescription 5013.1 1138ER Roll-a-way by QMI 38mm extruded aluminum slat system with end retention screws and tracks. Limits of Use Installation Instructions Approved for use 1n HVHZ: No FL5013 R7 II FL5013 R7 150521.0f fApproved for use outside HVHZ:Yes Verifled 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 _ FL5013 R7 AE CTLA 2017W p.s.f., Max.span tested 144",Test p.s.f. +/-40,Large US60ER P55DER 1138ER P55ER P55TER - Missle"C"91b @ 50Ft/s.Weakest product tested to P55ER2ND . d qualify the stronger with additional testing to verify span FL5013 R7 AE FL 5013-113 Address Change Notice.pdf charts.All span limitations are performance only and FL5013 R7 AE FL 5013-R7 revision PE Reoort.pdf may be limited further by choice of mounting FL5013 R7 AE HETI-99-830A B C(Removable Storm configurations. Bar). df PTID 5013 T ATL Report No.0126.01-00.0 PTID 5013 T ATL Report No.0316.01-05.odf PTID 5013 T HTLIob No.0006-0106-03.odf PTID 5013'T HTLIob No.006-0224-03-11.odf PTID 5013 T HTLIob No.006-0224-03-9.odf Created by Independent Third Party: No 5013.2 AL7-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 R7 II FL5013 R7 150521.Ddf 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. FL5013 R7 AE CTLA-201W-1 (AL7-E).Pdf p.s.f., maximum +/-100 p.s.f.at span 102".All span FL5013 R7 AE Fl,5013-117 revision PE Reoort.Ddf limitations are performance only and may be limited FL5013 R7 AE TenslleTestCTL.bdf further by choice of mounting configurations. 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 IlInstallation Instructions Approved for use In HVHZ: NoFL5013 R7 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 I Design Pressure: N/A Evaluation Reports I Other: Not to be used in HVHZ, minimum span 37". FL5Oi3 R7 AE 91850.01-401-44-RO.odf I Span 164", +/-10 p.s.f., Max. span tested 144",Test FL5013 R7 AE CTLA 2017W p.s.f. +/-40,Large Missle"C"91b @ 5OFt/s.Weakest US60ER P55DER 1138ER P55ER P55TER - product tested to qualify the stronger with additional P55ER2ND).pdf testing to verify span.charts. 36"span tested to +/- 287 FL5013 R7 AE FL 5013-113 PVC Certification.pd r p.s.f..All span limitations are performance only and may FL5013 R7 AE FL 5013-117 revision PE Reoort.odf be limited further by choice of mounting configurations. FL5013 R7'AE HTLO06-0106-03(P55DER).odf 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. j i Limits of Use Installation Instructions • 1 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtUOE2x88XL%... 9/3/2015 Approved for use in HVHZ: No FL5013 R7. 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 164", +/-10 FL5013 R7 AE CTLA 2017W p.s.f., Max.span tested 144",Test p.s.f. +/-40,Small US60ER P55DER 1138ER P55ER P55TER - Missle. Weakest product tested to qualify the stronger rOl df with additional testing to verify span charts.All span �FL AE FL 5013-R3 PVC Certlfication.odf limitations are performance only and may be limited AE FL 5013-R7 revision PE Report.Ddfurther by choice of mounting configurations. AE HTL 006-0224-03-11(P55ER- . df Independent Third Party: No 5013.5 P55ER 2ndRoll-a-way by QMI 55mm extruded PVC slat and i extruded aluminum rebar system with end retention screws and tracks. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5013 R7 II FL5013 R7 150521.Ddf 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 FL5013 R7 AE CTLA 2017W p.s.f., Max.span tested 144",Test p.s.f. +/-40,Small US60ER P55DER 1138ER P55ER P55TER - Missle.Weakest product tested to qualify the stronger . P55ER2ND . df with additional testing to verify span charts.All span FL5013 R7 AE FL 5013-R3 Product.Evaluation.Ddf limitations are performance only and may be limited FL5013 R7 AE FL 5013-113 PVC Certiflcation.pcl further by choice of mounting configurations. FL5013 R7 AE FL 5013-R7 revision-PE Reoort.Ddf { FL5013 R7 AE HTL 006-0104-05(P55TER-P55ER2nd 72PSF): d FL5013 R7 AE HTL 006-0224-03-11(P55ER- P55E 2ND). df FL5013 R7 AE HTL 006-0224-03-9(P55ER2ND).Ddf 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 R7 II FL5013 R7 150521.Ddf 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 FL5013 R7 AE-ATL 0316.01-05(P55TER).pdf p.s.f., Max.span tested 144",Large Missle"C"91b @ FL5013 R7 AE CTLA 2017W 50Ft/s.Weakest product tested to qualify the stronger US60ER P55DER 1138ER P55ER P55TER - with addional testing to verify span charts.All span P55E 2ND . df limitations are performance only and may be limited- FL5013 R7 AE FL 5013-113 PVC CertlFlcation.odf further by choice of mounting configurations. 'FL5013 R7 AE FL 5013-117 revision PE Reoort.Ddf --- � Created by Independent Third Party: 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 il Approved for.use in HVHZ: No FL5013 R7 II FL5013 R7 150521.0f Approved for use outside HVHZ:Yes Verified By: Donald L..fowier, P.E. 50458 Impact Resistant:Yes Created by IndeperidentThird Party: No Design Pressure: +160/-160 Evaluation Reports Other: Not to be used In the HVHZ. Span 236" +/-40 FL5013 R7 AE FL 5013-R7 revision PE Reoort.Ddf p.s.f., maximum +/-160 p.s.f.at span 96".All span FL5013 R7 AE FTL Lab. Number 6869.Ddf limitations are performance only and may be limited Created by Independent Third Party:Yes further by choice of mounting configurations. 5013.8 US60ER Roil-a-way by QMI 55mm double wall extruded aluminum slat with end retention screws and tracks. LL s of Use Installation Instructions oved for use in HVHZ: No FL5013 R7 II FL5013 R7 150521.Ddf oved for use outside HVHZ:Yes Verified By: Donald L Fowler, P.E. 50458. ct Resistant:Yes . Created by Independent Third Party: No gn Pressure: N/A Evaluation Reports r: Not to be used In HVHZ,unless equal to or less FL5013 R7 AE ATL 0126.01-00(US60 garage door).pdf, 6"wide(span)x 96"high(+/- 100 PSF). Span FL5013 R7 AE CTLA 2017W +/-31 p.s.f., Max.span tested 144",Test p.s.f. +/- US60ER P55DER 1138ER P55ER P55TER - rge Missle"C 91b @ 50Ft/s..Weakest product P55ER2ND).Ddf to qualify the stronger with additional testing to FL5013 R7 AE FL 5013-R7 revision PE Reoort.Ddf span charts.All span limitations are performance Created by Independent Third Party: No and may be Ilmited further by choice of mounting urations. I. htti)s://www.floridabuildinp.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtUOE2x88XL%... 9/3/2015 TYPICAL9 OLEUME TYPICALMIILTD'LBUNrr ELHVATION ELBVATLON P&O (NOSTO ([A•UIBSHARBCBN18RP03'1) %a•�ra}r S � � n v�$ ORIGINAL oti m� o BY 91 2 V oml . . V = W S Y Y f.1 r.l w A A A A O e F-A MAX. SLAT sPnN MAX. SLAT SPAN' w W U 3" OR MAX. SLAT SPAN 3. ORI SEE,SLAT PERFORMANCE AND--' �'---SEE SLAT PERFORMANCE AND """ O PERFORMANCE AND 1�� ATTACHMENT SCHEDULES A 1 SEE SLAT PERFORMANCE 2 1/2 S ATTACH EN SCHE 1 —I ATTACHMENT.SCHEDULE W. (� 2 /2 ATTACHMENT SCHEDULES � � - � Z TYPICAL M!gLE U)MMex. SLAT SPAN (STO].pllr uw.) ELEVAMON SF, Sl EPERFORMANCE ANO (UraTSSHARBCENMPObTi Z (STORMBARSEEQUIRBD) ATTAGHw!Eh7 SCHEO�!1�: F mF l• J` z u i �E v W a.J WQ$s17 .................. Y w oa�vnc 0V . A A A A wc& 40144' .reao�ea Ol.r SEE GENERAL ,�� 01-08 NOTES PAGE 2 3-01-031 OR 3 OR SLAT SPAN SLAT SPAN 92E AEV: 2 1/2" SLAT SPAN 2 1/2" B A TRACK TO TRACK TRACK TO TRACK TRACK TO TRACK rALL 1'0. 26 GENERAL NOTES: 1. TIES NOTICE OF ACCEPTANCE DRAWING FOR END RETENTION ROLL SHUTTER PRODUCTS IS'DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE(FBC),OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.WIND LOADING REQUIREMENTS SMALL BEDETERNNED USING ASCE 7,WITH EXCEPTIONS AS PER FBC 2014,PRODUCT TESTING RECORDS tl a AND REPORTS PER ATL 0126.01-00,ATL 0316.01-05,HTL 006-010603,HTL OD6-0224 03,HTL 006.0104-05,AT 91850.01.401.44-RO, HETI 99.830=A;HEIT 99.830-B.HETI.99-830-C. e �t n C I1 A 2017W.AND CTLA 201.?W-I, PRODiICT DESIGN AND TESTING-ALSO COMPLIES WITH THE II!I I)BZNATIONAL BUILDING CODE TIBC)2006', . ' m $e 2. ALL ALUMINUM EXTRUSIONS SHALL BE SPECIFIED HERE-IN:ANY SUSSTT['I ONS SHALL BE APPROVED BY A LICENSED PROFESSIONAL ENGINEER 3. 'ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES WITH MINIMUM 50 KSI YIELD POINT AND MINIMUM 85 KSI TENSILE STRENGTH,ALUMINUM,DACROMET COATED STEEL,OR GALVANIZEDS'I'EEL. (SS SMS=STAINLESS STEEL SHEETMEfAL SCREW) 4. STORM BARS SHALL REMAIN IN PLACE DURING ALLWIND EVENTS.SHUTTE RS SHALL BE.ROLLED.UP IF REMOVABLE STORM BARS'ARE NOT REPLACED BEFORE WIND EVENTS. 5. ANCHORS TO WALL SHALL BE AS FOLLOWS(UNLESS OT'IIMRWISENOTIrD): (A)TO EXISTING 4000 PSI MIN.CONCRETE,OR AS SPECIFIED HEREIN: ' -01/4"TAPCONANCHORS,AS MANUFACTURED BY ELC0INDUSTRIES 414 CRETEFLEX SS4 ANCHORS,AS MANUFACTURED BY ELCO INDUSTRIES -(153/8"POWER BOLTS,AS MANUFACTURED BY POWERSFASTENING,Il+1G(3/8"POWER WEDGE BOLT MAYBE SUBSTITUTED). NOTES: A.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS AND CRETE FLEX ANCHORS ANCHORS INTO CONCRETE SHALL BE I Y4 n UNLESS.OTHERWISE SPECIIIIi P HEREIN.. W A.2)MINIMUM EMBEDMENT OF POWER BOLT ANCHORS'SHALLEE 2" U a A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE P:ANFL$ARE:FOUND,)N THB EJF0rIN0 WALL, ANCHORS z-, SHALL BE LONG ENOUGH.TO REACH THE MAIN STRUCTURE BEHIND SUCHPANELS ANCHORAGE SHALL.BE PER TIRE LISTED-MINIMUMS. Z a (IB).TO EXISTING CON.CM E BLOCK WALL: -01/4"TAPCON ANCHORS,AS MANUFACTURED BY ELCO INDUS'T'RIES W a 414 CRETEFLEX SS4 ANCHORS,AS MANUFACTURED BY ELCO INDUSTRIES U a NOTES: d Q B-i)MINIMUM EMBEDMENT OF TAPCON ANCHORS INTOTHE;CONCRET$.BLOCK UNU SHALL BE 11/4"UNLESS OTHERWISE SPECIFIED HEREIN. B.2) MINIMUM EMBEDMENT OF CRETEFLEX ANCHOAS INTO THE CONCRETE BLOCK.UNIT SHALL BE 1 1/4"UNLESS OTHERWISE SPECIFIED HEREIN. �X+ B.3)IN CASE THAT PRECAST STONE,PRECAST'CONCRETE PANELS ARE FOUND.OI�THEEXI.STIING:WALL,ANCHORS SHALL BE LONG ENOUGH 0 Q � TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. AINCHORAGE SffALL'BE i•1/4"MINTmum. � Q (C) ANCHORS SHALL BE INSTALLED FOLLOWIN6ALL OFTHE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D)ANCHORAGE TO WOOD FRAME BUILDINGS IS SPECIFIED BNTHIS DRAW190. (E)ANCHOR MINIMUM EMBEDMENT DOES NOT WCLUDE'EXTPRIOR FINISH:. Z (I')ANCHORAGE SHALL BE INSTALLED INTO THE BUILDING'S.MAII4 WBND-FORCE RESISTANT STRUCTURAL COMPONENTS TO ENSURE A LOAD PATH INTO THE BU LDINO'S FOUNDATION. 6. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLATION'CONTRACTOR,TQ VERIFY TETE SO0NDNESS'OF THE STRUCTURE WHERE . SHUTTER IS TO BE STRUCTURALLY ATTACHED TO ENSURE PROPER ANCHORAGEPER:NOW5; 7. THIS APPROVAL DOES NOT INCLUDE NOR COVER ANY sHuxTiR..RCiLLUPMECHAMSI s A34Y'BLECTRICALINSTALLATIONS. ' OR MODIN CATIONS NECESSARY TO FACILITATE THEM 8. TRACK MOUNTING CONDITIONS ARE DEPICTED ON Slutu :IO THRID SHEET I.SECTION". (WALL MOUNT.i'AME MOUNT,BUILD OUTMOUNTAND kZ MULLION MOUNT)ARE DEPICTED ON PAGES 10'THRU 13.SHi�RFdZ i�IIDDLE;MULLION-TRAC1C MOUNTING CONDITIONS ARE FOUND ON'SHL?ET T4,I5,&16 PER SECTION'B-B„ z ANY OTHER TRACK MOUNTING CONDITIONS SHALL BE ENGINEERED ON:A CASEBY EASE BASIS.END CQNDTTIONS MAYBE MIXED/COMBIINJ IX v 9. LINEAR INTERPOLATION IS ALLOWED FOR ALL GRAPHS.-CHARTS.SCHEDULES;AND TABLES: N 10.ALTERATIONS OR ADDITIONS TO TILE DOCUMENT ARE NOT PERMTITED.DOCUMENT SHALL BEAR THE ORIGINAL SEAL SIGNATURE.AND a. DATE OF THE PROFESSIONAL ENGINEER LISPED. 3 11.THIS PRODUCT APPROVAL IS SUITABLE FOR USE ONLY AS SPECIFICALLY STATED ONTHE COMBIINED PACES OF a Q THE ENTIRE DOCUMENT.ANY DEVIATIONS SHALL'BE REVIEWED AND APPROVED4Y Y A PROFESSIONAL ENGINEER SEPARATELX. 12 SLAT TYPES P55ER AND P55ER 2ND'SHALL NOT BE INSTALLED'IN WIND BORNEDEBRIS REGIONS IN THE FIRST 30 FEET ABOVE MEAN-GRADE LEVEL.SLAT TYPES.1155ER AND. P55ER 2ND MAY BE USED FOR SMALL MISSILE IMPACT PROTECTION OF OPF.NIINGS 30 FEET ABOVE GRADE IN THE WIND BORNE DEBRIS AREAS. uTunru DETAIL LETTER A SECTION LETTER A DETAIL SHEET SECTION SHEET 3 3-01-031 sat., REF: B P ' NOW 2 of 26 0.525f #10 THREAD 0 198 It T 0TORXDRZPE� ,525 — ? 3.4k0 f `� 'QOMRACT SCREWY -4' ----------410HT SS C OMPPAACT SMEWBUSHING - - - - ..� XYAN 5000 COATING ' ACETEL Q2, 180,000 PSI ULTIMATE nsn E STRENGTH 3.62 4.25 = w - - - _ � z o 1.25 _ 1.25 _ 2.(}5 x SNAP COVER RETAIN RAIL" �- RE'I AIN RAIL** _ `'�• ••; � p A I33 Qom-664 D4 - -- - QQMPi4CtBASE SLAT ALUMINUM 6063-T6 4 Qiv11 671 aALUItriTNUIVI-6045 TS'. 0 ALUMua . INUM 606.7s `T6 3.784 2.366 • STARMSIAT SIA74NI MATO SLAT! SIATN'4 J--MAT 05 SIA70 SLAT 17 SGT 08 KATO SLlT98 SLlTdll SLATi[2 ',FA"�+si•.r",' Qw.ssn Qm"30 4mw( .QMId77 QMt-633 Qm&bu Qb"5 QO-06_ w4a7 QMFA78 Q¢�-o79 Qes[-ago QI&441 ' .-..(�C?MPACT-SIIATS 1,-12� '� .» z� -Bt-S`IA�RTER SLAT4M*& A ALUMINZ 1M 6063-T6 .3-01-031 • � REV: *SLATS CAN ONLY BE USED WITH THE RAILS-ON THIS PAGE. - * CAN ONLY BE USED WITH QOWACT SLATS. :>R 3B 26 i AlL 1 LE_SL T-SPAN'T�B�%� NOTES: 1.THESE PERFORMANCE SPAN CHAR LARG _ ISSILEIMPAC7'SLATS »»*»»»*»»»»»*»*»* SMALLNISSILE>30FT GUARANI USAGE.TRACKATTt P.S.F. AL7-E �QMPACT U560 P55DER : 1138ER PSSTER MER P55ER2ND BUIINDIVI UAID ALLOWABLE MU PER INDIVIDUAL ALLOWABLE US 10 233" 236'- 156" 164" 156" 144" 164" 132" 2"PSSSR"AND"P55ER 2ND"(REBAl 15 233" 235" 156" 161" .15611. 144" 161" 132" SLAT)SLAT TYPES ARE SMALL IV II&ACT COMPLIANT AND MUST 20 233" 235" 156" 156" 156" 144" 156" 125" A LARGE MISSIL$Ilv12'ACTHURRICANB SHUTT7 x- 25 233" 236" 156" 152" 156" 1"' 152 119" SYSTEMS IN WIND BORNEDEBRIS REGIONS. 3.SHADED SLAT TYPES ARE LARGE MISSM IMPACT 30 233" 236" 156" 149" 155' 144" 149" 114" (ASTM Ii1886/199"S, MISSILE LEVEL"D') 35 233" 236" 146" 145" 146" IR4" 145" 11d" COMPLIANT. " " " „ 4.THE PSSDER'SLAT TYPE IS RESTRICTED TO A 37" 40 Mo, 236' 134 141. ]34 IA4 141' 107 MiNEVEUM SPAN. Z �. F_45,a712" ) - 128" 137" 128" 131" 137" 102" [0 o 50 a 202" C 224".�`'j 134" 121" lib" 134" g9n �j Z 55 192" 218„_J 114” �„ 114" 1w M„ , g5�� F 60 182" 212"/ 1.08" 127" 108" 91" 127" 91" 5 172 — 206" 105' 1?3" 105' 78" 123" 88" V A 70 162" '201„ 102" ,.. 65„ 11g" �„ O a 75 152" 195•• 99" 1MI. 99" 54" 115" 82" � Z 80 142" 189" 96" 13.2" '96" 42" 112" 79" 85 132" 183" 93" 108" 93" N/A 108" 77" 90 122" 177" 991: ids" 9d" N/A 105" 74" 95 112" 172" 87" 104" . 87" N/A N/A 72" ,: c 100 102" 156" 84" 102" 84" N/A N/A 69" _ r ,q '• t 120 N/A 142" 74" 95:' 74" N/A N/A 6d" =' ' 0 140 N/A 119" 68" 88" 68" N/A N/A 54" w 160 N/A 96" S8" 81" 58" N/A N/A 180 N/A N/A 48" 72" 48" N/A N/A N/A '', •. 200 N/A N/A N/A .65" N/A N/A N/A N/A 220. N/AN/A N/A 5811. N/A N/A N/A N/A taa�� 240 N/A N/A N/A 51" . N/A N/A . N/A N/A ccs °"� ao-oz•�z 260 N/A N/A N/A 44" N/A N/A N/A N/A o•• 280 N/A N/A N/A 37" N/A N/A N/A N/A ' 3-01-031 7' 26 8z! 213iat6"8 £ $ I� oL' b� G � � A AAWm � moNFoC< wmmGGYwGGYaGa � b� mGGGa! � o �� R 4p � . o W W W P A A In 0 DD O CNG A G J W N W W W W WWW W W tb N O n > {N z � � I-It W A P W OI 01 V V Oo m W O r A W Oo W W W W W W p O � gig . n � �C8 f�61 . N N N N N W W A A H +H. V V 00 W O N W V W W W W W o S ` N N N N N N N W W A A A A W N W T OI V OD W ry pF'j W W W W 01 N,0�It W G G W W W "5 • u� ' N -1-1- Y Y W A A A N W pl N J W N �' �' W A �� •9� is SO S� r r 1� y tl t D Y Y Y N Y G N � N N N W W W W W W A A W YI pr J m Y G » � I1D1 _i D D D En N f F+ O D DIzIzl+I. DY Y �, +rld NN N N W W W w A A W m V W G g ra' n O $ g D 0 gra a \\\\\ N N W W W A P W J W A �m D D D D D D' z zz z a z z J \\ .. YGG � GGGNNNWWWAWOIW D D D D D D D z a z Dz z i z \\ \z z Z z a Z z Z Z Z D D D D D D D D D Y N Y Y Y Y Y N N N N N N `Z.\ Z \"z `Y Y M Y e.. Y Y Y 1+ Y !' �+ N N W W A P 01 � •Q • � n Z D D D D D DDD D U1 W N b1 N 'xn ' . z zI-Izl-izlzl-- zYY YY YD D D DDD D D W in 1n v+ O it It— � fl zz zzD -111 Y ++14 lit D D D D D b n rn O \`zzD\Dz zJZZza p D zD\ \ \ N6+' OQX L_ a nowa 1 ma NOTICE OF ACCEPTANCE10Y }?loridaI iceasG No.: o. p v v soasa &0 END RETENTION By QM! p $ $ PRODUCT APPROVAL ..., O.a.YfM NMIl/LTIYW.V M'.. • q—i6 -/a FASTENER DRILLING C.C. 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'. . 5 . . . : . 5 . . . , . 5 . . . . . . . . . . . '. 65 85fl172424d4791624335b1117 . 34S8S3 - • 341 33610. . . 358 - : . 358 . . . . . J • . . . . 6 • . . . . 6 . . . . . 8 . . - . , 5 , ; : ; . 5 , , - 70 -75101524244468823 . 3451016 . 344 SII • • 3d710 3369 . . . 358 . . . . . 1 • . . . 6 . . . : 6 . . . . 5-. - . . . 5 - . . . . 5 . . . . : . . . . . . . . ... . . . . . . . . . Q 75' 6593324243d67142F • 34598 . 314812 . 33b10 • . . 359 . . . 358 . . . . . 1 . . . . . 6 . . - - 6 . . . . . 5 . . . . . 5.. . . . . . . . . . . . . . : . . . . . . . . . . . . . tz, U 9) b48 1324345712II - 345914 . . 34711 . 33b9 . . . 358 - . . . 57 - - b • 6 5 - • . 5 . . . . . 5 . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . p 8S 541 Zt243356I218. 345833 • 3d111• - 3369 . . 35 $, - • . . 1 . . . . :b : - - -'• b - . - . :5 . • . . • 5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W 0 50 54710142433561717 . 34-0813 • - 34610 • • • 3.58 • . . 357 . . . . . 16 . . . .. . 5 - S • • 5 • - = . . . . . . . . : . . . . . . . :. . . . . . . . . . . . . . . . O P 95 54110IB2433db 76. . 3d1t2 -33610. . .. 3 .5g . . . .''. 7 . . . . . 6 . . . . . b . . . . :g . . . . . 5 . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . 100 44691624. 3451015- - 347ll . . } 369 . 358 .... . . . 7 . . . . , b.. . . . . 5 . ... . . 5 . . . . . ; . . . . . . . 110 3357145 . 348f3 • 33dt0 . . . 358 . . . . . 7 . . . ... 6 . . : . . 5 : . . . . 8 . . . . . . . . . . . . . .. . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :'. e 140 31-461116• . 341D -1-1-1315181d, 7' 6 • 5 •IN 45914 • . 33610- 358 • d - 5 5 • W 34812. . . } bg : . . . . 7 . 161. 5 9 SA 4 )11• • 358 6 . 5 . 5 . x. no 1111101.1-1-1315171-1l b 5 " r 240 3 6 9 1 S S 273' 3 b 9 • 6 . 8 Fenner Fdgefta AkEhhedunt 5ukmte A Ve Topon 1.172' IV Wood tasteuer3ncarderdstu 8 we TWO 3' 1vr CMUwo-N °A"°TM OtP C 1(4'7 an 3' 13i4' 470P9fDnaNeortz4FDledQlt! on - �uQy 0 VCWedg Mt 411` 3" 0IF2ConweorCeBFi9edOVU arcomQ p a+Te E 3(8'We e8dt 415' 4.S' 4?>1P53Convdeorft!lFiBedQ,97 ., a.w�� io•a�•os F 3JMdOB011 5.25' 4S' 4OWF530encrdeorCe8F83edQN 3-01-031 . 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(INCHES) SCHEDULE A3 46' 617Y 8d' 96' ltd LQ t3P 1d4' 15S lbs' 1� 197' 2k' 2lS 22$' X �� PSF�SIATSF6N Fztaer Fastin fat�ei, Fziew t Fmet, fluff Fila Ful Faster faAur raw Few fatfler falm falterer Faztw Fasseaer � m °�i; ABCDEFABtOEFABCDEfA6CDEFABC0EFA3COEFA ME FA OCOEFABCDEIF AJOICIDJEJFIAIOICIDIEIFIAIBICIDIEIFIA I C 0 E F A 8 C 0 f F A C 0 E F A I C 0 1 T A 8 C 0 E F dtl 10 24242424247424242424MIN 14 24 24 241241A A 24 24 24 919 nIZ4121124124 24 IINJISIZ 241241718112162424561Q1322245S9ll19244S1U924441957234b834m3361 R18. 3S ] I116• 3S61015 • 461014 • • 4S913 t 5 242424242424242424242421232424242424IDDH23242478ll1614I456101i1124458=2444791SIl3461B93351HU3356M - 346914 • 45913 • 4588. 347ll • 34110• 34710 m 2) 24242424242414242424AX12B21242424181216241455911B24d4191613346813193351 ll• 34625. 3459D• • 4S9Il- • 347ll• 3479 3469 • • 3369 368 • • • 358 25 24242d24I42424M24242421831d182424569123724447916233461f29335612 - 345913- - 45812• • 341St• • 34710- - 3469 • • 3368 • . - 358 - - • 3 - t - . • 3 . 7 - - • 3I- 6 30 2d242d24A240521242424671114742445791624346 $13193356315. 345913. - 45811• • 34710- - 3464 • - 3368 . ... 358 . . . 3 . 7 . . . 3 . 7 . . . 3 . 6 - . . . . 6 . . . . . 6 5 Z4242424V24f112202S2424559H19243468142013311116. 345413. - 45811- • 34790 • • 3469 • • 3368• • 3S7 - 3 . 7 • • • 3 . 6 • • • • ; 6 • • • • . 6 S • • • • • S 47 k24242424248914182424451ID16243361ll1U14 18. 346 '.- 458 12• • 3472 - - 3469 - - • 368 . - • 357 - - 3 . 7 • . - 3 . 6 . . . . . 6 • . . . S • - 5 - • . W U 45 . 24I4142d14246Al251d14d4l9Stt33S61116• 45913• r347ll- • 3469 • = 3168 . • • 351 - . . 3 . 7 • - 6 - • • 6 . , . • 5 - . 5- • : :: - • - - • - • 50 2123 24124124 24 S 610 U 21 24 1 4 6 8 1319- 3 4 6 1014 • • 4 5$12- - 3 4 7 10- . 3 3 6 8 . . . 3 $18 . . ..3 7 : . . - . 6 .. . . - 6 . . . . . S . . . . . . . . . . . . . . . . . . . .• . . . • . . p % 18 20 24 td 2d 24 5 $19111 19 24.33511218• • 45913- - 34 ]10• 3469 . •-3S8 • - 3 . 7 . . . 3 6 . . . . b . . . - . 5 - . . . . . . . . . . . . . . . . . . . . . . . . . . . . W � � @ 11224 24 24451M172431541116- 45811• - 347 3368 - 351 • . . 3 . 7 • • - - 6 . . . . . 5 . . . . . 5 . • . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . Q 14 w 66 9201621242444191522. 3461014 • • 34811 • • 3469 : •.• 3S8 - .1• 3 . 7 -16 - I. 1..6 • • S - • . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . 70 89519242434682420. 345913-• • 34710• • 3369 - - '• 357 • • • 3 . 6 6 - I. 5 • • • • • . . . W U o �D 75 67A1424243467i3ffi• 45911- • 3. 4710- • 3368 . . . 3 . 7 • - 6 . . . • . 6 • . . . . 5 . . . . . . . . . . . . . . . . . . . • . . . . ... . . .. - .. . . . . - _ . . . . . . . . . . . (z7 Z ca X 661013232433S7i117- • 45 $lI- . 3469 - 358 . - - 3 . 7 . . . . . 6 - . . . . 5 • - • - . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W S 56912712433S6lli6• 348ll- - 3469 • • 351 ; . ; . g. . . . 6 . . . . . 5 • . . . • . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . .,. . . . Z a 92 $58ll]824.346105 • •,34 ] ll , 3368 3 • 7 . 6 S 93 SS8ll1924. 3461014 . .. 34710 368 . . . 3 . 1 . 6 . 5 . '. . . llTJ 45191623• 459B 34110. . 338 . . . 9 . 6 . . . - . 6 - . • : . 5 . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . im 346 $1319- ,34711 . . 3368 - . . 3 1 . . . . . 6 . . . . , • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 147 356105- - 34710• - 3 . 7 • b 5 • I@ 1. 4 5 913• - 3 316 8 • 3 ] • S z 161 1. 3 4 e ll 3 5 8 6 310 1. 34710 3 t 5 - 20M 469 - 3 . 1 - 5 - 247 3 6 8 . 6 • 5l • 3 6 8 6 -T - - LL 161 • 3S7 S 1 Few EdgeUUM khEmbedmsat Sabstrate '••" DLr A lf4'TPcm WI-Vt Wand :ter�uvera4aud} 0921U9 B 1�4 Taxnt 3' 1.1/4' Q7Jl3�ivx DLP 1 C 2/4'Tapan" Y Vf a?SJCona NorCdlFTedUU Or-z�oa ox�mero.a D VOkAeNt 4,21 3' 433]PACnaaete4rtegFgediAEi 3-01-031 E WWedg4BOR L25' 43' 403 F4 0anetearUhFiTedW SIZF $ aev, F 3J8'Ii9tge8a0 S.2S' 4S 4171PACoraeienrC�lFOedChi! 1:4 :.M 11A or 26 (EI B2 .500 3X00 �.�oo -6,000 .574 365' Gila .039 z 2.539 2.165 --T .050 1,070 YE.216 -5" 2.160 S96 1.071 .365 -77 ---J- -T .125 1 125 P55SLAT MDERSLATASSEMBLY SHOWN LOWERILATRESAR UPSItSIATREBAR. 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Z La 80 54192933 4SM13- - 379 . . . . 67 . . . . = 6 •.- 1- • 5 - - - E_ fly 59781722 44912. . . 379 - - 67 . . ... _ 6••. . . S : . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . O Z SO 4467Ell 44911. - • 368 . . . . 67 . . - . .b . . . . . . . . . . . . ..: . . . . . . . . ... . . . . . . . . . . . . . 95 .446715l 34811• 68 6 5 � 101" 43561316 • 34810• . 68 : . = :: 6 . . . . . 5 . . . . . . . . . . . . . 120 3 45ll14- 3£ 9 • • 7 . . 5 b 140 34911 • 68 - 6 - - ISO 4 7 10 7 S , •� Cry 181 316 8 6 t" 33 �N' li068 S .W 220 3 1 S 240 b 241 6 . 30 LILL ��•» orr 4 fastener Ed�Distmtce 4Tia6nBalment Sn6strate °"'° o9-a-r-o� arrcana Mr A .1(4'ia n 11Jr 1.1n' Wood(Easrenerinrenterofstudl o^� B VrTa 3' I-vf mod. aud�o�a C V13 r i-314' 4DDPSIta47e1eorEellF edth$1 3-01-031 D 1)4`PledgeBait db` 3' 4�tA{asaeteortelFf3ted{MD s�zc 13 aev: E 3<8'Wedgeodt 4X' V 4000?SlCanaetearrigMedC14U r:a F It Wedge M1 IV V 4000PSbue2orDJ1F&dCW - 12B .0 26 l " •�°.,lei FASTENER. 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W Q 75 759824NA3582022 . 3 S 14 16 1511113• • 4]410• • • 3 $ 9 • • : 378 . . . 7 . . . . . 7 . - • . . 6 5 _ - 5 . . . . . . . . . . . . . ... . . . . . . . ,: . . . . .. . . � W 0 81 6581424243 581820. • 36138• - 5911. . 499 . . 389 . . . . 7 $ 6 - . . . _ 6 : . . . . S . . p A. 85 .648924N3 . 4792 3SB14- 4114 U- - - 4 9 9 - 3 7 8 71 6.. . . . . 6 S : 5 . . - . . . . . . 93 5411124243 •.4716 9 • 3S1213 • 4109• . • 389 : . . 378 . . . . 7 . : . • . 6 : • 6 . . . . . 5 . . . . . • . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . 95 5411124N• 16813• . . 5912 . . . 4910 189 ; _ 7 . . .. . . 1 . . . . . 6 . . . . 5 . . . . 5 . . . . . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . . . .". . . . . 100 446ID23N• + 46is9 S11R• "• - 499 .1- . 38.8 . . : . . 7 . . . . _ 6 . . . . . 5 . 5 ' 724 4 • 58t92!• • 351213 • • 49 •, • • 388 . . . . : 1 . . . . . 6 _ . _ - . 6 . . . . . 5 . . . . . . . . . : . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 140 461513- 4 11 12 - X389 . 7.. 6 . S . � 1&1 36138• • 4918 . 378 T . 6 '• 5 187 51213• 389 . 1 6 .I..I 1 .1. 701 41012• 1. 37 8 1. 1 $ 270 4]09 378 6 5 ° e 2 49ID. l 6Li• r. 1613 489 . 1 S 287 3 8 9 6 . 5 E12C - l.!' r17 LIT FaOtner Ed$eDis m t Em6tdmla Sal W sa ag7fi8 veTal- r 1-u4' adf wn2a�31iE 3(8'wed8aB4�t 425' 4S 4TOPUmatteor{tllf0 RM11 F vewa la t SE 4S' 4TDPAtmateerUAf91ed46D s 26 SECTlO °A•A' (� � �S�_ CONCRETE''. e, : CONCRETE BLOCK, 1 2^ EDGE POURED.CONCRETE, °rM. DISTANCE w ° OR w000 FRAME, . J" MfN. Ciw�iz U SEE SCHEDULE A� W " .. PAGE,128 OF 26 C���iii�••- CONCRETE BLOCK, STUCCO POURED CONCRETE. Q O > OR WOOD FRAME' a ;: SEE SCHEDULE �Aa _ - `•••f PAGE 12A 0 26 ® •- ° w a {STAGGER ANCHORS) t NON STRUCTURAL ANCHOR STUCCO•• U W OPTIONAL ---� C)OR O SEE SCHEDULE #A.,/. SEE SCHEDULE $A PAGE 10 OF 26 ,,,.., PAGE 10 OF 26 0 p r 05/8" HOLE PLUG 05/8" HOLE PLUG D®OR O CONCRETE BLOCK, + :°• .. POURED CONCRETE. OR WOOD FRAME• _ qq•O Ell- Z \ < e'. SEE SCHEDULE 8A6 .� Pi 8 n PAGE 12C OF 26 ' a�Eli .. 04.9.04 STUCCO Qg®g enao�u D1P SEE SCHEDULE PAGE 10 OF 26 • na.wwoww 05/8" HOLE PLUG 3-01-031 LID a P6•: C •WOOD SCREWS SHALL PS CENJERED IN T FACE OF SND. 1:4 . tNfiBT. 12 eP 26 T