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<br />PRODUCT'JLyA�.�'TTON,�P(tLtE•2&0_20-0TSB 03 y
<br />EBODEICT F.Ti r. Tw?[GILT vT'><mr NO 20.97E of
<br />1 L ECO INc.
<br />TiLLIT TESTING Y ENGINEERING COMI>lAl11 I
<br />2.2,-MTREPORTS:
<br />L MATERIAL CHARACTERISTIC$,ANO.SPECWICATIONS:
<br />_ ._
<br />WAi7 F?R a. TTLi,C[, Tit., p,E, filt<co(gl6D).atm
<br />�.�
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida BuildingCode. Uniform static loads
<br />Shall be strictly In accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D,), drawing
<br />ACA Mu
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20.176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 98-569 dated 08/09/1996, #96.570 dated 09i1811996,
<br />26, of Product Evaluation Document (RE,D.). drawing No. 20.176,
<br />PR DUCT EVALUATION REPORT
<br />#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
<br />P.E_, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and
<br /># 2126 dated 10/05/1098 witnessed by Gilbert Diamond, P.E. and Report No
<br />7.-.LIMITATTONB AND CONDITIONS OF USE:
<br />REPORT NO.: 20.0728.01
<br />0219,01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CMA 97 by OC Metallurgical, Inc„ dated March 13, 2009,
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P. E. D.), drawing No. 20.176
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate. P.E.
<br />prepared by Tifteco, Inc, and signet) and sealed by Waiter A. Tillit, Jr., P.E.
<br />PRODUCT SUB•CATEGORY: Storm Panels
<br />�<ST$UCTURAL EN-ta;Ipi IEtRING CALCULAIWX&,
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />7.2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on seclon 1620.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Global PnAmMftn EM6111911SIA&
<br />length based on rational and comparative analysis, and In accordance with
<br />section 161e ofthe Florida Building Code. Calculations prepared by Tilteco, Inc_,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />4800 S.W. 51 Street
<br />Davis, Florlda33314
<br />dated 11103108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />1- PURPOSE OF EVALUATION:
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by welter A. Tillit, Jr., P.E. (Florida License
<br />This is a Product Evaluation R
<br />Report Issued by Waller A. T11111% Jr., P.E. (System
<br />Lane missile Impact under section 1626 of the Florida Building Cade, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteoo, Inc. (Florida CA-000e719),
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />81020•3, Method 1 D of the Florida Department of Business and
<br />Profssafonai Regulation.
<br />44.1y1ND LOADS R�$ISTANCE:
<br />LALI"N,,,.,,E�NA
<br />��a``, j, N;TILV
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />ytil�l * GEN ' ✓� '
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance In accordance with the 2020 Seventh Edition of the
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15,
<br />16. 19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No.
<br />- -` I *. farT 4167 _
<br />!�-'� 4=---
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />least
<br />20.176. Maximum Anchor Spacing stall be as indicated on sheets 8, 9, 10, 11,
<br />14, 15, 17. 18, 19, 20 25 and 26 of 26. of Product Evaluation Document (P.E.D.),
<br />::7 + � " ; -- - * - t�
<br />'r'�?11 •., STATE OF *
<br />at equivalent lo that required by the Code
<br />drawing No. 20.178.
<br />,' '� 'o. COR-tpF,.-'- x,-
<br />This Product Evaluation Report shall be subject to review and revision In case of,
<br />ep !
<br />INSTALLATION
<br />wN,,S/ON,...i
<br />'rRNnN,,,MUI,IR
<br />s Building Code change that may eifect Its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />Z. EVIDENCE SUBMITTED;
<br />Sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document
<br />D•,I�T LTECO ADMON RECOR08 a P, E, REPORT 20 1 GLOBAL PROTECTION PRODUCTS, LLC 7 20 GAGE
<br />Tat PRODUCTEVALUATION DOCUMENT.I21.0.):
<br />(P.E,D.)I drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANEUORWOY4o-'tW REPORT# 2D4r29.01
<br />Drawing No. 246176, titled 020 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets S. 14, 16, 25 and 26 of 28, of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by TiNeco, Inc,; signed and sealed by Wetter A.
<br />(P,E.DA), drawing No. 20.178.
<br />Tlllit, Jr_, P.E.; dated 07/28/2020. This drawing Is an integral part,00,16
<br />Evaluation Report. '� A, r�(�.
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<br />6355 N.W. 36th Sleet, Suite 305, Miami, Florida 33166 - Plwne: (305) 871-1530 - YAtF; /ZS91
<br />ga.,,ss�i?N�A LiA
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<br />Y6,Lli�O�.L7i66iY7: 83) INCASE THAT PRECAST SIPA. Olt PRECAST CONCRETE PANELS, STUCCO OR WOW WARDS BE FOUND ON THE
<br />EXISTING WAN, ANCHORS SMALL BE LONG Ch0L*M TO BEACH THE MAIN STRUCTURE BEHIND SLICK PANES
<br />T STORM PANEL SHOWN PANTHIS PRODUCT MUATKIN DOCUMENT ((PCO) HAS BEEN VCRRAD FOR COMPUARCF IN ANCHORAGE SNAIL BE AS MEW04M IN 0,1) 00 IN 8.7)
<br />DA ALCORNCE WITH THE 7020 (TIT, EDITOR) OF THE FLORIDA DURISNG CODE (C) T12@IR brLA DO-VBn.SPLom 121& .-'w"D,$,Vni'.
<br />DESIGN WIND LOADS SMALL BE DETERMINED A6 OCR SECTION IWO OF THE A& ME MENTIONED CODE. - 1/4-0 TARPON ANCHORS. AS MANKWAL•NROO M IT.W Sam, INC
<br />FOR A WIND SPEED AS RCpLARED BY THE dUgSplCtgN WMCAE THESE SHUTTERS WILL BE INSTALLED AMP - 114-10 PM+RAATE FEMME O AND PANEUAATE PLUS ANCHORS. AS MANAACTURED cur ELCO CONSTRUCTION PRODUCTS
<br />FDA A DRELTDIAU" FACTOR K, AN -O 85. USING ASIDE 7-16 D SHWL NOT EXCEED THE MAXIMUM (AS D) - 1/4•. JAG SCREWS PER PEA NU.S.
<br />DESIGN PRU56M RATINGS O(WATM ON SHEETS 7 TMRU 12, 14. 15, 15, TO At 70. - 7/16'0 . 5/8• WOOD BUSHING. AS DISTRIBUTED ITT ALL PW SCREW, BOLT A SPECIALTY CO.
<br />IN ORDER M VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WOO LOADS PETFRWNEO PER AM 7-10 C 1) YMk" tHRFADED PENETRATION INTO WOW OF TAPCON AMCMORS SWILL BE 1 1/Y AND 2' FOR O.CO PAQIATE PLUS
<br />SMALL BE FIRST REDUCED TO AS.D OEM MIND LOA05 BY MULTIPLYING THEM BY 0.4 14 GOER T7
<br />AAKY PAEL.MALE PCNA E O.
<br />COMPARE THESE W/ MAX (ASD) DESIGN PPESSURE RATWO INDICATED ON SHEETS 7 7HRU 17. 11. 15, 1& 19 h 70
<br />4.2) MINIMUM THREADED PENETRATION Of LAID SCREW, INTO T+1E WOOD FRANC LNP SWILL BE f 112- NO THREADED
<br />S DSOEN TO VETOL i•NT AS ANCHORS fit THIS PER. AS TESTED WERE NOT OyFIN SiO WOO, 1 SSX NCR ETE M ALLOWABLE PENETRATION INTO STUCCO SHM_ BE CONSIDERED AS PART OF THE REQUIRED THREADVO PENETRATION
<br />E 1►ID r STRESS OR LOADS WAS USED N THEW ANALYSIS F SMGNG 0 wODO HIAS BEEN IN
<br />FASTENERS DETERMINED
<br />ACCORDANCE WITH N.D S 2015. C 3) MWWJM EDGE DISTAWf OF LAG SCREWS, INTO WOOD SMALL BE AS INDICATED IN TH13 ORLWING
<br />STORM PANEL'S ADEQUACY FOR #PACT AM WIND RESIS'TANC£ HAS DUN VERYYD IN ACCORDANCE WftH SECTION 16" Of
<br />THE ADM MENTIONED CDC* AS PER HURRICANE ENO61EEKMO a 7ESIINP INC. RRPQRYS sill-Ses. 06-570 a 96-T30 AND CAI MINIMUM P(NEIRATXN OF WOOD BUSHING SMALL BE S/11-. 1/4' 4-20 SCREW, USED SHAD. � I 1/2- LONG MINIMUM
<br />FENESTRATION TESTING LAS INC. REPORTS #2032 R 02126 . AS PROTOCOLS TAS-701. TAS-202 AND TAS-203. SHOULD 5TUEY;O EXIST, AND 11 MINIMUM POR WALLS WITH NO STUCCO.
<br />AS WELL AS AMCRICMN TEST LAB Of SOUTH FLORIDA REPORT 00219.01-CO, AS PER 7AS 201. TAS 207 AND Cs) IN CASE 1tA1 PRECAST STONE. Nxt HR4EGST CONCRETE P
<br />TA5 703 STANDARDS.ANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />WALL, ANCHORS SMALL eE LONG ENOUGH TO REACH THE MAIN ITTRUCIURE KHRIL SUCH PANELS
<br />2. ALL ALUMINUM EXTRUSIONS ID 8E 6063-t6 ALLOY AND TEY/ER. (UNLESS OTHERWISE NOTED). SEE SMCr 2 ANCHORAGE SHALL BE AS MENTIONED IN C. I), C.2) a C4)
<br />a ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL NAYS 3t D5-HI4 ALLOY. (0) ANCHORS SMALL TE INSTALLED MIMING ALL Of THE RECOAWNDATIONS AND SPECIFICATIONS or THE ANCHOY'S MANUFACTURER
<br />' S1riL. A$iM A-85S CRVx :A WMMUM. G-60 6. PANELS UP AM Br INSTALLED MOR12QNTA.T FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION a tHROUGM 10 SNEM A
<br />1 ALL STEEL SKEET META PANELS -FALL IfAVL ,(AFT STRUCTURAL OVALPOLLED) l
<br />nAI.vANIZED STEEL PESIONATON W/FY. ee.9 An (AFTER ROLLED).
<br />TROUGH 8) EXCEPT THAI MtA ERS (21 A m SHALL NOV BE USED
<br />5 ALL SCREWS TO BE STAINLESS STEEL )04 OR 316 AIS, 3ERXS OP CORROSION RESLSTAM COATED CARBON STEEL AS PER ► IT SMALL BE not R[SPOHSIBRIiY OF THE CONTRACTOR 10 vCtn7Y THE SOUNDNESS Or IMF STRUCTURE WIE7E SHUTTER IS To 8E
<br />ON W/ 50 4., YIELO Si11fNGTH AND 90 ASH TENSILE STRENGTH . SHALL COMPLY W/ PLOW# BUILDING CODE
<br />SEO,OKIN 2 IP a.aA ATTACHED TO NSIRE PROPER ANCHORAGE THIS SHUTTER SHALL CMY 81 ATTACHED 10 CONCRETE. BLOCK OR WOW FRAW
<br />NMOLDINGS
<br />6 BOLIS TO !E AS'IA A -JD? EALVAMtm STEEL, OR MIS 304 SCARS 51AwNESS StrEL, WITH 36 HII »N M YIELD
<br />STRENGTH 10. EACH REGULAR S70AM PANEL WCH LLNGMS O ER 6'-9 THROUGH 12'-4•. AS PER SECTIONS 6, B. 9 a 10 AND ALIrRtMTNES 6111.
<br />NCO ' ARS TO WALL AWL BE AS rOLOWS OW B IOW ON SHEETS 5. 6 & 12 RESPECTIv61r: SHALL HAVE A LEGIBLE AID READILY VLSOU MARKING RryTRUCTNG OWNER OR
<br />TENANT TO SECURE PANELS WTI APPLICABLE RENFORCEMENR DURING REPORTS OF HURRICANE WARMNG
<br />(A) 'AE A!ZI R'D_GONME I I THE INSTALLATION CONTRACTON IS TO SEA./CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTRA" CONTACT WITH
<br />- 1/4', TAPC)N ANCHORS AS MANUFACTURED UY I r W BUILDER, NC (Min. Fa-5192 I, A) THE BUILDING TO PREWP f WIND/RAN INTRUSION
<br />- 1/4-.. 7//^ CAV0UD-IE ANCHORS, AS MANUFACTURED Br OEWMLT INC. (Wit F,:-3a00
<br />- I/.'. P 3/4• SOLID -SR ANCIgRS. AS DISRRiBUTED 8T ALL PUNr SUEw, BM1 r SPECIALTY CO,
<br />CIAL) 12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AM ZONING fifMLAWNS
<br />(A. 1'<-30012 P..,) PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO
<br />- Ot4-10 PANEIJATE FEMME R A PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSIRUCTIO N PRODUCTS 13 (a) THIS PRODUCT EVALUATION DOCUMENT (P F D) PREPARED Br THIS ENGINEER IS GENERIC AND POTS NOT PROWO. IRORML110N
<br />1.Y 3360
<br />(Wit P4.i.) FOR A Sat SKCP.' PROJECT, 1A WHERE THE SIDE CONDITIONS DEWTE FROM THE PE.D
<br />_ 1/4-P CF TAP -GOP ANCHORS. AS MOWFACPIAED BY 7RU-FAST CORPORATION (K� 3600 I, A,)
<br />Al MINIMUM iJ18CiWFNi OF fAPCON ANC1]RS INTO POURED CONCRETE SHALT BL N 3/4-: 7" NOR PANELMAE ITAWE (') � RC9'ONSMLE lM E SELECTIOM, PURCHASE AND INSTALLATION 1NClWINO UR 5•1TIY a iM5 RROIXJCf
<br />BASED N 7 TO i N
<br />ON INNS PEG. NO7 PEYMrz FROM RE L'ONPIWNs OtTM[D ON THIS OOCuutM
<br />HTHE
<br />AtSatPROVIDED
<br />O AND PAMLYAIF PILS AMID t 1/4' TOR CE TM-OAIP AN(:IIOTP'. COTNSTRIICr,ON 7iARTY AT SRC IS THE COrtWLCIOR'S RFSPONSIBAIT'
<br />CONSTRUCTION C VITA
<br />A7) CALK -IN A SOLID--SLI ANCHORS SHALL HE EMCOED 71C NTO THE POURED CONCRETE NO EUKDMENI INTO (C) THIS PRODUCT EVALLATOR DOCUMENT WILL BE CONSIDERED INVALID 1f MOWED
<br />STUCCO SHALL SE PERIATIED I/4' 0-20 SCAM USED SILL BE I 1/2' LONC "IWEM RICK" STUCCO DUST,
<br />RO I^ MIMMUN FOR WALLS WITH NO STUCCO. 440 MAY OF HEADED SCREWS OR ALA THREADED SCREWS W/O HEAD. III) Sr1E SPECIFIC PROJECTS SMALL BE PREPARED OY A FLORIDA REGISTERED ENGNEEN OR ARCHITECT WHICH WLL BECOME THE
<br />BUT WON WING NUTS ENGINEER Or RECORD (E.ON.I FDA THE PROJECT AND WHO WILL BE RESPON5N8lE FOR THE
<br />PROPER USE OF 7HF RE 0 ENGINEER OF RECORD. A:IIND AS A OC IrATED ENGINEER TO THE
<br />A.3) IN CASE THAT PRECAST STONE, PECASI CONCRETE PANELS, PAVERS, STUCCO OR #DOD BOARDS BE POUND ON TMI P.E.D. CNCNLICA. SMALL SUBW1 TO THIS LA71EW THE SITE SPECIFIC OtAWTNM FOR REVIEW
<br />DUSTING WALL OR FLOOE ANCHORS SHAU. BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH
<br />PANELS ANCHORAGE SHAU Br AS MEAr10NED N A 1) AND IN A.2). (0 THIS P.ED. SNAIL BrAAR THE DATE AND ORIONAL SEAL AND SIGNATVNF OF THE PROFESSIONAL
<br />ENGINEER Of RECORD THAI PREPARED IT
<br />(a) 1R,L15DMG DOW -IE )yM-RALLASIy-C. IN SHUTTER MAUFACTLNER'S LABEL SMALL BE LOCATED ON A READILY NSIERE LOCATION AT STORM
<br />- 1/A' , 1APCON ANCHORS AS MANUFACTURE- 10 I 1 W OLADEX. INC.
<br />PANEL SHUTTER IN ACCORDANCE WIN SECTION 1700.9 3 OF FLORIDA IIU0.DNG CODE. ONE LABEL
<br />- 1/4^ , . 7/0' GALR-N ANCHORS, AS A+APAUFAE-ILURED BY DCWALT INC. (MIN P<-I500 P.A..) SMALL BE PLACED rOR EVERY OPENING LASCIING TO COMPLY WHH SECTION R70992 OF THE
<br />1. ,/4•P % 3/� SOUD_$ET ANCHORS. AS p5tRl07RD BY ALL POINT SCREW. a0L1 A SPF.CMLrY CO FLORIOA BUILDING, CODE
<br />(YIN fc4180U P...iJ His IXIAImW SINA1 OR'BE USED 70
<br />TS (UMIF R AMID PANF.LMATE RL15 ANCHORS. AS MAIUEACNNED IY ELCO CDNSf1UCnOM
<br />PR(X10 P E'FEI 71
<br />- /1 PRODUCTS
<br />OR,ANI oER'Wi5 IN THE STATE OF FLORIDA
<br />(Nit. -7071 p,AI) A,,,MAMIIII
<br />- I/.' 4 CF TM -GIP AAIOHORS. A5 MANWActlRFO By TRu-HASH CORPORATION
<br />"' A. T/�G
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<br />FLORIDA BUILDING CODE (Ni h Valocl NMrrlcone Zone
<br />B I) MGNeAW EMBEDMENT! t1T TARPON ANCNGIIS, RCO PAN{LWTCS AND CF IM-GAP ANCPIOR, oNTO t1E C �}C '
<br />eLocl UNIT SMALL BE 1 1/4•, 'N°0 IEROp' AN 20 GAGE GALVANIZED STEEL STORY PANEL a„w, N
<br />'• NO. 4 167 ••'•
<br />Y.2) CALK -IN a SON -SET ANCHORS SH .L BE EM,EDOED 7/8' NTD THE CONCRETE BLOCK UNIT NO
<br />INTO sn,ccD vHALL BE PERMITTED +/4. 4-20 xREws USED swu LE , 1/2- LONG u1NWIA a•oL1 _ - '�1
<br />GLOBAL PROTECTION PR000CT8, U.C. '"I�
<br />COST, AND " MINIMUM FOR WAJS WITH NO Sn7Cr-O. 'OT STA Qr `-- `-'"'• / I
<br />ypp ew aI sTAEiN
<br />9 / , - VA�`Xc F<0R OF "`E " ;-* fF,R. .�.'. u1:. .POR ,-" 7aa rAwA1M.)6W-6,r+ 2G-t76
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<br />INSTALLATION
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<br />DETAILS
<br />FOR REGULAR PANELS
<br />CONCRETE OR CONCRETE
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<br />2 2 TEB�j;FPORT3:
<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
<br />R,NSTA "TiON:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />WA07 Ln. riWz ia-, r.11 tiltew(4PPl.w1s1
<br />PR DUCKS EVALUATION REPORT VVIELLA.
<br />per section 1609A.2 of the Florida Building Code. Uniform static loads as per
<br />sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />L,R�"W6;ao
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />drawing No. 20.175. Minimum separation to glass shall be as indicated on
<br />Lob of South Florida, Report# 0814.01-01 dated 03/11/02 witnessed by William
<br />sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document
<br />REPORT NO.: 20-0727.02
<br />R. Mehner, P.E.. Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />(P.E.D.), drawing No. 20.176.
<br />0219-01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />DATE: July 27, 2020
<br />Largoespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida
<br />4,.MATI IAL GHARACTERI3TICSANO SPECIFICATIONS•
<br />PRODUCT CATEGORY: Shutters
<br />Building Code. Teat Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E.
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />Gonzalez, P.E.
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D,), drawing No,
<br />PRODUCT SUB -CATEGORY: Slom1 Panels
<br />20.173.
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />Tensile tout report No. RCM-198 by OC Metallurgical, Inc., dated March 13. 2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />Anchor s shall be as Indicated on sheet 1 of 18. of Product
<br />peciflent
<br />PANEL
<br />per OC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed
<br />(s
<br />Evaluation Document ( P.E.D.), drawing No. 20-173.
<br />MANUFACTURER: Global Praimbon Products.1L C
<br />and sealed by Jetty Jaciofano, P.E. as per ASTM E-8.
<br />4800 S.W. 51 Street
<br />2.3 STRUCTURALZMGMI RI
<br />7- LIMITATIONS AND CONDITIONS OF, USE:
<br />Davis, Florida 33314
<br />GCALCULATIONS-
<br />On 24 Gaga Galvanized Steel Sturm Panel for maximum panel length vs. design
<br />wind load, Sowell as maximum anchor spacing vs_ design wind load and panel
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />length based on rational and comparative analysis, and in accordance with
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.173
<br />1 PURPOSE OF EVALUATION:
<br />`-R
<br />This is a Product Evaluation Report Issued by Walter A, 71111t, Jr., P.E. (System
<br />section 1804 of the Florida Building Code. Calculations prepared by Tllteco,
<br />prepared SY Tilteco, Inc. end signed and sealed by Waiter A. THIN, Jr., P.E.
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. T111N, Jr., P-E.
<br />7. t
<br />7.2. Product shell not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />Ins
<br />61020-3, Method 1D of the Florida Department of Business and
<br />defined section 16e of the Florida Building Code,
<br />ng
<br />Professlonat Regulation.
<br />3. MISSILE IMPACT RESISTANCE:
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />Large missile impact under section 1609.1.2 of the Florida Building Code, as per
<br />wood frame structures.
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />SSTD 12-99 Standard and TAS 201.
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />Product Evaluation Report prepared by Walter A. TNllt, Jr., P.E, (Florida License
<br />at least equivalent to that required by the Code.
<br />eLV1AND LOADS RESISTANCE'
<br />No. 4418 7), President of T1Neco. Inc. (Florida CA-0008719).
<br />This Product Evaluation R
<br />Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shell be as Indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175.
<br />LINlunnugE
<br />�A A. Ti<</T
<br />*.. 'N E '
<br />Z<EVtDENCE SUBMITTED:
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10, 11, 13 thru 16
<br />_ 'y '�9
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175.
<br />r� -' ;_ ��r��7
<br />XILPRODUCT EVALUATION DOCUMENT (PLEAD,);
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance lo
<br />wiz . *
<br />Drawing No. 20.173, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Waiter A.
<br />work as a nonporous storm shutter assembly, as per SSTD 12.99 Standard.
<br />011111
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<br />Da TTLTRCO ADMON RECORDS 1 P EA REPORT.20 ( OLIA'AL PA N PAOOOCTS, LyyYZ Ge
<br />GALVANIZED MELSTORM PANEL IDRWO#20-1751 REPORT*20.OW �:.''IOR t0AA: ,•�,VV
<br />Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an inte�l dL ,j,�Is
<br />Evaluation Report. �a��Nti ,.: �41
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