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<br />PRODur.ym� - ON REPORT 290, 2"72.0 2
<br />ERGIOUCT EV,&T,UAUQNAEPQB1N_Q_24.J=X I
<br />I ILI ECO Im
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />2.2. TES REPORTS:
<br />fl, MATIERIALCHARACTERISMS AND SPECIFICATIONS;
<br />WAT TFR A- TILLrT, JR., FE
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<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />" V =7
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />A CA I"'_ KL" wbnq,
<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 # 96-609 dated Q8109JI996, 06-570 dated 091181199,6,
<br />26, of Product Evaluation Document (P, E,D,), drawing No. 20-176,
<br />PRODUCT EYALUATION REPORT
<br />'996-T30 dated OW2011996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestrtltion Testing Laboratory, inc. reports # 2032 dated 04/1611998 and
<br /># 2126 dated 1010511948 witnessed by Gilber� Diamond, P.E. and Report No�
<br />7. LIMITATIOAS AND CONDITIONS OF UM
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4,2000, signed and sealed by Edmundot Largaospada,
<br />P.E. and Henry Hattem, P.E.
<br />7A. Shall be strictly in compliance with General Notes No, 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. DCM-197 by CC Metallurgical, Inc,, dated March 13, 2009,
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E. D.), drawing No. 20r17,6
<br />PRODUCT CATEGORY: ShutteIrs
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. THIR, Jr, P,E,
<br />PRODUCT $US-CATEWRY, Storm Panels
<br />2,&MRUCTURAL ENGIN I I
<br />- � -- TLONS:
<br />On 20 Gage Galvanizedd St I Storm Panel for maximum panel length vs. design
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as wait as maximum anchor spacing vs. design wind load and panel
<br />defined on section 1620.2 of the Florida Building Code,
<br />MANUFACTURER. 91EIII)ALPTOW9111011
<br />length based on rational and comparative analysis, and in accordance with
<br />7.3. Product shall only be installed Into poured concrete, Concrete block, and
<br />1P�
<br />4800 S.W, 61 Street
<br />section 161 0 of the Florida Building Cods. Calculations prepared by Tilteco, Inc.,
<br />dated 11/03108 and 03JI2/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />wood frame structures.
<br />Davie, Flarida33314
<br />11-PURPOSE OF EMLUAT-JPN:
<br />I MIS ILE IMPACT RESIUANCE;
<br />Product Evaluation Report Prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />Thit is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />La rge missile impact under section 1026 of the Florida Building Coda, as per
<br />No. 44167), President of Tillieco, Inc. (Florida CA-0006719).
<br />ID # I 906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />4. WND LOADS RESISTANCE;
<br />,J%joil)410041", el�,
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<br />Professional Regulation.
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<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
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<br />This product is being issued an Evaluation Report as described heroin, and has
<br />pressures. Maximum panel length shall boas indicated on sheets 8,10,14,15,
<br />;t .., . r.
<br />1 _ - - ;�
<br />- -_� 1. *_
<br />�__,____ 44167
<br />been,verlfled for compliance in accordance with the 2020 Seventh EdW
<br />ion of the
<br />16, 19, 25 and 26 of 26 of Pruduct Evaluation Document (P.E-D.), drawing No.
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<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />20-176, Maximum Anchor Spacing shall be as Indicated an sheets 8, 9, 10, I 1,
<br />,----7--
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<br />_�4*1� STAT11 OF
<br />;��_*_�_-,
<br />at least equivalent to that required by the CcLdo.
<br />14,15,17, 18,19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />11 __� - i,�55_--
<br />drawing No. 20-176,
<br />1 � i ';��'O.'- ,�4 0 pffiP' I-* ;�,.".O
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<br />This Product Evaluation Report shall be subject to review and revision in case of
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<br />R1, IV I �
<br />11,;," SIOK'4'��AIW
<br />a Building Gode change that may affect b limitations and conditions
<br />I.INSTALLATION:
<br />11f)(111nook"'N
<br />Installation shall he performed strictly in accordance with details indicated on
<br />2.. EVIDENCE SUBMITTED
<br />9.1.. PRODUCT EVALUATIONDOC r .E.D -
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 213� of Product Evaluation Document
<br />(P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />WAT�LL
<br />D� � TI LTECO AD MO N RE 1.0 R DS k P. E. REPO RT_ 20 k G LOD At, P ROTECT ION P R 00 UC TS, LLC � 20 GA Ge
<br />GAL VANIZED STEEL 5T ORM PANW DftVVG 4 26-1 76 � R EPORT III 20-0728,01
<br />L _VM;AT_tp___,L
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8,14,16,25 and 26of 26, of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />(P. E.D.), drawing No, 20-176,
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral prart,o
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<br />Evaluation Report, ,,,,
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<br />6355 NX 36th Street, Suite 305, Miami Florida 31 166 - Phone: (305) 871-153 - M 0
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<br />GENERAL : e 3) IN CASE THAT PRECAST STOK, OR PRECAS� CONCRETE PANUS, STUCCO OR WOW BOARCS RE ROUND ON THE
<br />--.--
<br />o" PoR - EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH DID REACH THE MAIN STRUCTURE BELONG SUCH PANELS
<br />I STOW PANEL SHOWN ON THIS PROOOCT EVALUATION =UMENT IYED) HAS KEN VOCIPtED FOR COMPLIANCE IN ANCHORAGE SRA,i RE AS MENTIONED IN 8,T) AND IN &2).
<br />ACCORDANCE WTDI THE 2020 (7� tDITION) OF THE POROV, BUILINN6 CODE (C) !�_�� =AS
<br />M"ANVUFAMCT_tJA&_D7`BY1.1 MIUIM. INC
<br />DESIGN WIND LOADS SHI&L BE DETERMINED AS PER SECTION 10"OF THE ABOVE MWTK.W0 CODE, IN
<br />-
<br />FOR A Wr )MASP�WNED By THE JVW,MCMN WHERE THESE SHUTTERS WV - 04-115 PANUMATE FEMAil 10 AND PANELMATIF PLUS ANC14DRS , AS MANUPAMLIRED Erf UCQ CONSTILKICTIO" PRODUCTS
<br />BE INST I ART
<br />FOR b LLCZE -
<br />4 ,
<br />4 P U.t.,36. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (AS,D ) - 1/4-# LAG SCREWS PER NcS.
<br />DESIGN PRESSURE RATINGS IN ATM 04 SHEETS I THIN) 12, 14. 15, 16, TS & 2Q� - 7/16NA * 5�W WOOD BUSHING, As Q67RQWFD BY ALL PoIW SCREW, BW A, SPECIALTY CO.
<br />or ,
<br />IN ORDER To VE." THD .", CoNDYTION. UtT*An� DESIGN WIND LOADS DETERMINED PER ASCE 7-16 C I) MINIMUM TSAVIIED PENETRATION TOO 'WOOD OF TAPCON ANCHORS SK44L BE O I/Z' AND 2' FOR UO70 PAVELMATE PUL15
<br />SHALL M. FIRST REDUCED To A.5-1). DES" WIND Lows BY muLlIPLYING THEM By o 6 IN ORDER To
<br />COMPARE THESE W1 VAX (AS,b) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 -.344V 17, 14, 15, Id. 19 Or �O Mo PAK'ELM%f FEMALE ID,
<br />IN ORDER TO VERO THAT ANCHORS ON THIS P ED AS TESTED WERE NOT WER STRESSED. A SIM; INCREASE N ALLOWABLE C 2) MINIMUM THREADED PENETRATION Of LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE - 112- NO THNEADED
<br />`1 PERIDNIULTION INTO STUCCO SHAL_ BE CONSIDERED AS PARI DC THE REQUIRED THREADED PENETRATION
<br />STRESS POR "it LOAM WAS 9M USED W THEIR ANALYSIS FASTENERS SPAC04G TO WOOD RAS BEEN DETERIANIED IN
<br />ACCORDANCE WITH RIDS. 2018 C: 3) MINMOM EDGE D15TANCE OF LAG SCREWS, INTO WOOD SK41 BE AS INDICATED IN THIS DRAWING
<br />STORM PANEL*S ADEQUACY FOR IMPACT AND WIND RESISTANCE RAS BEEN VERIFIED IN ACCORDANCE WIrk SECTION 1626 OF
<br />THE ABM MENTIONED CODE AS PER HURRICANE ENONEER[K SO TESTING INC RLPMS H-569, 96-5,70 & 96-T3D AND C 4) MtMMUM PENETRATION OF *OOD BV5HING -SHALL BE 5/8' 1/4* #-,2D SCREWS USED SHAU RE I i/2- LONC MINiMUW
<br />FENESTRATION TESTING LAa INC, REPORTS 1202 & #7126 . AS PROTOCOLS TAS-20, TAS-2Q2 AND TAS-2433 94OUD STUCCO EXIST. AND I* MINIMUM FOR WALLS WIN NO STUCCO,
<br />'IS WELL AS AMO" TEST LOB OF SOUDI, FLORIDA REPORT #02 1 9.01-13), AS PER IAS 201, TAS 207 AND
<br />TAS 703 STANDARDS, C 5) W CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS RE FOUND ON THE EXIST=
<br />WALL, ANCHOR5 SHALL K LONG ENOUGH TO REACH DOE MAIN SIMICTURE fitNiN& SUCH PANELS&
<br />2 ALL ALUMINUM EXTRUSIONS ND at 6063�Tii &toy AND TWPER, (VNLESS 01HERWISE NOTED) SEE sHM 2 ANCHORAGE SHALL BE AS MENTIONEO IN C, i)� C�2.) & C, 4)
<br />I ALL ALOWLINIUM 514EET METAL USED AT CLOSURES SHkI, HAVE 3ID5-H14 AIAV� (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMI'DOAPOKIS AND SPECIFICATIONS Of THE ANCHOR" MANUFAMRER
<br />A ALL SMEL SHEET METAL PANEI.S SHALL HAVE 51ROMRAL DUALITY %TEEL ASTIR A-II51 CAROL So WMMUN. G-50
<br />GALVANIZED STEC, DC%WPON W/r,- 58 5 �i (AFTER ROLLED). 6 PANELS MAY ALSO EW INSTALLED HORIZONTALLY FOUDWAXii INSTALLATION DETAILS SHOWN ON SECTION 3 IHRGUG" to (SMEEts ,,
<br />IHROOGH 6) UCEPT THAI HEADERS d� & Q SHALL NOT RE USED
<br />5 ALL SCREWS To BE STAINLESS STEEL X4 OR 116 AJSI SERIES OR CORROSION RESIST.41T COATED CARBON STEEL AS PER
<br />DIN 50018 W/ 50 11 YIELD STRENGTH AND 90 ka TENSILE STREWN & SHALL COMPLY W/ ILOuDA BUILDING CODE 9 IT SHALL BE THE PESPONSIBILIT'l CIF THE ODNIRACTQR 10 VERIFY THE SOUNDNESS OF 'HE STRUCTURE WHERE SHUTITER is TE) BE
<br />SECTION 2-11 11:tA ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
<br />BkOLDMITS.
<br />K ROOS TO RE ASTIA A-30 GALVANIZED SIM, OR AISI 304 $FFLICS STAINLESS STEEL,. WITH ;�6 kIi, MINIMUM YIELD
<br />BTRENCIH. H). EAOI REGULAR STORM PANEL WUN LENGTH% MR 8'-B IRROUGH 12'4'� AS PER SECTIONS 6, B. P & 10 AND ALIEWIWEs 8W,
<br />1 ANCHORS TO WALL SHAII fit AS rOLLOWS, 9 IN Ot I DW A 12 RESPEMAVI�. SHALL HAVE A LED93LE AND RCAOII,� ASRAL MARKING INSTRUCTING OWNER OR
<br />30�Nr
<br />TENANT To , WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WAPNINO
<br />(A) I9_Dfi%W.,Y2QiI=,9QWrE, " THE iwALAXOTON 01'"WTOR IS to �FAIW VLR 1q1 SHUTTER COMPONENT, EDGES WHICH REMAIN IN CONTINUOUS 0514YACT wDK
<br />- I /�'# TAPCON ANICHDRS AS MANUMIURED I- I-CW eQIU1i.X, INC� (M�, FIn p.,j) THE aUKLDNG To PRVCNT "No/" ,MTROUtc
<br />- ,/4 0 - 7X CA1.9-44 ANCHORS. AS MANUFACTURED BY DEWALT INC, (AID. f'��OOC p.)
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<br />t/ANI A ,/4' SCILID-SET ANCHORS. AS DIS-TAWLITED ar ALI, POINI SCREW, GOTT & SPECIALTY CO. 12 STORM PANEL TWO"TION SH4" COMPLY WOH SPECS INDICATED IN THIS DRAWWG PLUS ANY BUILDING A" ZONING REGULATIONS
<br />(m," C-3oDa 9�,Q PROVIDEP EY rHE dUROSDICTION WHERE PERUff IS APPLIED To
<br />- 014-10 PANELMATE FIENLAU ID & PANELMATE PLUS ANCHORS. AS MANUFACTURED BY EITCG CCIRSTRUICTILIN PRODUCTS 1.3 I.) THIS PRODUCT EVA, UATION DOCUMENT LIE D.) PREPARED DY THIS ENGINEER IS GENERIC AND WES NOT PNICA11DE INTCRMAT�ON
<br />(RLN " 3,550 P-)
<br />- 1/4'0 , FOR A WE $PECIrX FIRWECT, ie, WHERE THE SFE CONDITIONS ELEWTE FROM THE prV
<br />Cr TZ-01111I ANCHORS. AS "NUFACIURED 81 -RU-FA5' CDRPOPAT40N (`C-3600 p IF, I -
<br />A 1) MINIMUM U49EDUENT OF TAPCON ANC,fORS INTO POURED CONCRETE SHALL BE I ,!I/4�i 2' FOR PANELWATE 1EMA,1 (0) CONTRACTOR TO FILE RESPONSIBLE FOR THE SUE. -DON, PURCHASE AND N51A,LADCAL INCLUDING LIFE SAFETY of THIS rRODUC1
<br />BASED ON THIS PEA PROVIDED "Er.DE COO NUT DEVIATE FROM THE CONDITIONS, DETAILED ON THIS OCK,LKINT
<br />OD AND PANE"TE PLUS AND 1 114- ran CF TAP-GIVP ANCHORS CONSTRUCTION SAFETY AT SITE IS THE WWAACTOR'S RESPONS18t[IT'r
<br />A.2) CALK-N Or SOUD-SET ANCHORS SHALL K EMBEDDED 7/4" WTI) THE POVREP C014CRM .0 EMBEDIANI Rita it) �15 FIRODUCT EVAMATION DOCUMENT WILL, BE CONSIDERED INV" IF MCIDIM
<br />SFU ING 1.
<br />, ShALL BE PERIPTIED. 1/4' A-2D WPM U-10 SHALL BE I I/2' LO M##uUM SHOULD 7GCOD DaSt,
<br />W 1* M"MON& POR WALLS WAH NQ STUCCO, ANIO MAY RE HEADED SCRM 09 ALL T4READED SCAM W/O IDAD� (d) SITE 'SPECITIC PROJaIS SHALL. BE PREPARED BY A FLORIcA. REGISTERED ENCOLEER OR ARCHITECT WHCH WILL 9ECWE THE
<br />9UT W"H WINa NUTS, kNOINMR OF RECORD (E.0,1R.) LOR THE PRd=f AND *10 WILL BE PESPONS41LE FOR THE
<br />PROPER USE Q�r THE P _E D. ENGINEER OF RECORO. ACIING AS A QE]LDATED ENrINCIA TO THE
<br />A 3) IN CASE PW PRECAST STONE, PRE(AST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE rOOL;E) ON THY PZ13 ENGITtEER, SHALL SURM[T To TIM LAFTER THE SRE SPECIFIC DRAWINGS PoR RrAm.
<br />EXISTING WALL " FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH
<br />PAW -IS ANCHORMCC SHALL BE AS MEIrIONED IN A,I) AND IN A,2). (�) THIS P E r SHALL RW THE DATE AND ORRRNAE SEAL AND SIGNATURE OF TPE PRCYESS*NAL
<br />ENGINIVER Or RECORD 114AT PREPARED IT
<br />(a) �[)'Exls�]� DQWHM,A,OZt MAU�_ V
<br />/A- . T,ArCc4 ANCHORS AS MANUFACTURED &I 1 1 W SALDEX, INC 14 SHUMR MANUFACAJNER'S LABEA SHALL BE LOCATED ON A flEADX.f 'A51BLE tOCADDIV AT STORM
<br />, PANEL SHUTTER IN ACCORDANCE WITH SECTION 120.9,3 0; I1ORIfiA RUILDING oW, ONE LABEL
<br />- I/ 4 . I 7/a, Cqg-i,N ANCHORS, AS MWJFACTUREC BY OCIIALT INC- (W". e, 15oo ,A. ) SHALL BE PLACED FOR EVERY OPENING. LABELING To COMPLY WITH SECTION t7QPS,2 or THE
<br />- 1/. -0 , S,4' SOLTY-50 ANCHORS. AS DISTRAEOUTED BY NA POINT 3CREVY BOLT A snf,&TY co,
<br />FLORIDA BUILOW, COOL
<br />(miN I 't-1800 P.-)
<br />FEMALE In AND PAHEILMATT OWS ANCHOAS� AS MANK)FACAIROD By UcD CONSURUCTIQW 14ALL ONLY BE USED I'D
<br />- 014-,. PANEW'11 �
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<br />PRODUCTS (MIAL rc�7071 p�, �) 'kLOIN104fik IN THE STATE OF FLORIDA
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<br />- 1/4- 0 CF CAP -MIX ANCHORS, AS MANUFACTURED Or TRU-FA57 CaRPORLPON � �,
<br />,e MN, - R441 "'.
<br />A ,�), ....... ;t�52 FLORIDA GUILDING CODE (Woh ValocIty Hut cane Zone)
<br />a 1) MINIMUM EMINSWENT OV TAPCON ANCHORS, ULCO PANnAAATES AND CF TAP-qRP AWWR. WO W CUI�4.,` " E1,, - --I-
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<br />8.2) CALK -IN & SOLID -SET ANCHM SNAIL BE EMBEDDED 7/9' INTO THE CDAACRE7E BLOCK UN,T; No DA.0 MENP : =_
<br />INTO STUCCO �SHALL art PERMITTED 1/4* ZO SGRM USED SHALL BE 1 1/2- LONG MINIMUM SjWA gfucca � . - - , / I ."k -/W�
<br />B UCTS, LLC.
<br />r"IST. ,cID I UJN1MIJM FOR WALL-, 1411" NO srucco� S -a'. ., . - . . _.__�I a.m.
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<br />WALTERA. TILILIT, JFL � P.E. filtoo4*2
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<br />A.TION REPORT ,L,FI.IIF TJcNo A.4167
<br />C,& U-m-10-5110019
<br />REPORT NO.: 20,0727.02
<br />DATE: July 27, 2020
<br />PRODUCTCATEGORY� Shutters
<br />PRODUCT SUB -CATEGORY. Storm Panels
<br />PRODUCT Ill 24 GAGS GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global ProtectI0n_PMdu01t_=
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1.YA,ffRFQfiE9Y_15V__ALVA11DX'
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P1. (System
<br />ID 4 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />611320-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation.
<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 />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />at least equivalent to that required by the Code,
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code Change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2-1. PRODUCT EVALUATION DOCUMENT (P.F..D),:
<br />, -
<br />Drawing No. 20-175, titled '24 GAGE GALVALNIZ STEEL STORM PANEL",
<br />sheets 1 tbru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated OW2712020. This drawing is an trite loiior" I 5
<br />Evaluation Report. ps, �n
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<br />I
<br />20 GAGE GALVANIZED STEEL STORM PANEL ORAWN 61.
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<br />E�`414
<br />SEX HOLE
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<br />ECTtON PRODUCTS, U.C. o"O"T'R -
<br />GLOBAL PROT DAM.
<br />OW .W.
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<br />ALTOWTAW, USE WIND NOT WIOUT
<br />Mot"M "--An W/ wava
<br />04100 4 , I
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<br />51 5111133
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<br />20-17,
<br />4)-N-15141 rw (V�)M-NWI 20-176
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<br />STEEL OR NICKEL PLAYED SYMI)
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<br />INSTALLATION DETAIU FQJR ftErIULAR PANEUa & a M 1101.1110 QM FOR MA"111ON IN KWO Q20M
<br />,
<br />INTO EXISTING P9URED CONCRETE OR CONCREIE BLOCK STRUCIUREa 91CME IN= OR, SM
<br />� =,,*R=T,r roMAU! ID. ct)"COLLE ANCHORS :�', V.,_"Wl' - __ M FOR MMAIR. 19 SM AND E-Z R" SIM PAN! Md
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<br />, I ALUM, TUBE OR I* . VANES �, I
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<br />, �, ;iw vActa �qra ar .*
<br />a' _1 IRKAA M 01.ITTA - .1 ,Xxon ,tvm LNO, r,
<br />: I Z 20 GAGE GALVANIZED STEEL STORM PANEL
<br />NX=t 1 '31/2, CONCRETE MON ,11 �� ` "
<br />, cfit.� REQUIRIED, IPACK'S K". - No 44167 c DRAL01 IN,
<br />1
<br />X6 SECTION X-X 2 III' =
<br />= : * ,_:� �=< �7_- � '� GLOBAL PROTECTION PRODUCTS, U.C. "A/1"'a
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<br />, -
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<br />OR - S OF- ;F
<br />1lUAL_E0&_RAr.E8S REQUIRED AI ME �4 P1,110 &W. 51 STIMLET
<br />- 1� 0,% AIAA� In" TOLD. w1w, FL 3331.
<br />.
<br />BMQM � 00-RAM ." Riol" !11'.. We'A 20-176
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<br />11RODUCTEYALLAT)LONREFURT NO. 20-4727,02
<br />1 1
<br />2.2, TEST REPOM
<br />Large missile impact load tests were performed under SSTD 12-99 standard a$
<br />per section 1600.1.2of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01 -01 dated 03/11102 witnessed by William
<br />R_ Mehner, P.E., Borix Moroz, P,E, and Henry Hattern, P.E. and Report No.
<br />0219-01-09, dated February 25, 2009, signed and seilted by Edmunda
<br />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123,GI-10, dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile lest report No. 9CM-198,by CC Metallurgical, Inc., dated March 13,2009,
<br />signed and sealed by Frank Grate, P,E, as per ASTM P-8 and Tensile Test as
<br />per QC Metallurgical Report No. 1 OKM-1 M8, dated December 1, 201 0 signed
<br />and sealed by Jerry Jaclofano, P.E. as per ASTM E-8.
<br />RUCTUR LF?JnFNPF:DI1Uf.-f-A- ---- -------
<br />On 24 Gage Galvanized Steel Storm Panel for Maximum panel length vs, design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code, Calculatlors prepared by Mill
<br />Inc., dated 12h 8110 and 08127113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., RE,
<br />3, MISSILE IMPACT REMATANCE:
<br />Large missife Impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TA$ 201.
<br />4. WIND LOADA ESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shall 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 />Maximum Anchor Spacing shall be as indicated on shoots 5,9,10,11,13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175.
<br />,
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per 5STD 12-99 Standard.
<br />PRODUCT RVAIAJ P ' 211-0717111
<br />5. INSTALLATION:
<br />Installation shall be performed strictiy in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18, of Prod uct Evaluation Document (F.E.D.).
<br />drawing No. 20-175, Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 1 5, 16 and I 8 of 1 8� of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-1,76.
<br />S.MATIERIAL GHARACTEPJS-nCS '.
<br />� - AND SPECIFICATIONS
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No,
<br />20-175,
<br />Anchor specifications shall be as Indicated on sheet I of 1 8, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175-
<br />7-IdMLTA
<br />�LIONS AND CONDITIONS Of USE;
<br />M
<br />C14
<br />C=
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />"
<br />on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />_r
<br />prepared by TiltqcD. Inc. and signed and sealed by Walter A. Tillit, Jr., P.E�
<br />el-
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />_J
<br />as defined on section 1620.2 of the Florida Building Code.
<br />=
<br />7.3- Product shall only be installed into poured concrete, concrete block, and
<br />#
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. 7`1111t, Jr., P,E, (Florida License
<br />No. 44167), President of Tifteco, Inc. (Florida CA-0006719).
<br />-C
<br />WAnLL
<br />D��TILTFCOAO�MONRECORD8ip,E. REPORT-2C
<br />GALVANIZED STEEL 87ORM PiILNELIiDRVXc#2O-175�
<br />__
<br />1/4, 2/4, 3/4, 4/4, 5/5. 7/5,
<br />-*IW/10, 2W/10. 3W/10. 4W/10, 6/5
<br />1 SW/10, 6W/11 & 7W/11
<br />-I' LW ANCHOFS� FOR CONCRETE SEE SCHEDULE ON SHEETS 8 * 0___.- ---_3' MAX_
<br />-I* LON - - r - ]------ FOR WDOO SEE SECTIONS ON SHEETS 10 & I I I, HIM, ,
<br />-
<br />- I
<br />6 0 - 0 6
<br />__ ___. ___ ,
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<br />PANELS � I t , �. ; I I
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<br />. I I . I � I W14GNIJTS 0 Ek OVERLAP
<br />I I i i .
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<br />I. VIM. _ 1/4, 2/4, 3/4, 4/4� 5/5, 7/5, - I* w
<br />�
<br />*IW/10. 2W/10� 3W/10, 4W/10,
<br />6/5M
<br />5W/10, 6W/11 & 7W/11
<br />�_._ - ,. � .- _ ____ ANCHORS FOR, CONCRETE SEE SCHEDULE ON SHEETS & & 9 - - - ., - - - ,,,,, 1 1-7
<br />POP WOOD SEE SECTIONS ON SHEETS 10 & 11
<br />A 4) ELEVATION
<br />REGULAR,, ST12RM PANELS (f) & f
<br />-
<br />NF,S_
<br />2-67* 1/4- r GAP
<br />I OAL OVIOIL* -1 WHOLE VOLLEY)
<br />'� ,--___ -
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<br />, 4 .% t /`;`� . '. r" ..... FLORIDA BUILDING CODE (High Velochy Hurricane Zone)
<br />. .
<br />UA) _k_1
<br />/r, �
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<br />.. S ot,"Otl TILPIC0. M I F.P
<br />= 20 GAGE MvANfM STEEL STORM PANEL I ORION IN
<br />SEQIIQN A- *' III __ .
<br />�. = _ I - I ,"
<br />;'A GLOBAL PROTECTION PRODUCTS, LLCJ QVM
<br />N.T�S. 1�
<br />Z 11LIECO.Nic. \
<br />,ATE
<br />.-a'. . � � -1
<br />� ,p,. .. `000 ILA. ILI STREET
<br />. I =D. �
<br />1, 0, .. � , --- TRIU` . -i%-,M okw_ n, 20-176
<br />-"":e.,& ........ I / - 1Wr,.i . .. ___.1 .. PRAIVIIII-MRS. F�, (964"-11797 IN:
<br />- . C.-Owto
<br />`111�1',Tiftuti
<br />NA`L1 - - -
<br />sc.-RaE,inor 'H.P`X .
<br />__M4._ L." ! _�__ , Of 26 J
<br />I - naLiiAk I I � � 1 �
<br />__ .I., _. ". ''i
<br />I
<br />-
<br />-
<br />INSTALLATION DETAILS FOR REGULAR PANEL,5d &
<br />INTO EXISTING POURED CONCRETE OR CONCRETE 13LO-CK 5TRUCTURES
<br />ANC4DRB, FOR CONC'M SEE SCHEDULE ON SHEET 9 -
<br />____ ,__-__ __ . - , - �
<br />---T,RED CONCRETE _ _PLP M ONFIE E FOR WOOD SEE SECTIONS ON SHEET 12
<br />r 6PURED CONCRET
<br />CONCRETE BLOCK CONCRETE 0LOCN .- - =`REYE STOCK �, mot 7 67' 1 ..]
<br />� "Mu"I'D -OK-M ' I REQUIRED I REQUIRED ". MI. (MK O~ -1 WHOLE IV) I' Lam'
<br />� I 1 (M SoKmr ON � _,., IM ,CONCRM 44CHO" - - __ VALUE amw? - ,
<br />_ggut "RS �
<br />I � SteCt. 2I � ScEtEXLE ON 4 ! Ou SCHEDULE ON I � � , �
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