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ILIIIEGO INC.
<br />TILLIT TESTING & ENGINEERING COmPANY
<br />------ - --- _ -
<br />- - -
<br />WAT TIER A. T1L11T, JR., P.B. Walk
<br />LPYcIrmF7
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28. 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Stone Panelr
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Slebal ProtectloT PTadmc tE_LLC,
<br />4600 S.W. 51 Street
<br />Davie, Flonda33314
<br />1, PURPQSE OF EYALUATiON:
<br />This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC. Rule Chapter No.
<br />61G20-3, Method 1 D 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 conditlons
<br />2._EVIDENCE SUBMITTED:
<br />2.11A_eROPUCTEVALUATION DOCUMENT (P.E.D,);
<br />Drawing No. 20-176, tilted R20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 that 26 of 26 prepared by Tilteco, Inc.: signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part oft pls
<br />Evaluation Report. NN`'P���HI 1 "- 0C ",'
<br />p R A. r 'A
<br />No 44167
<br />-_ ,r( ,-"
<br />FluIl ..4
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phune: (305) 871-1530 - ll`1 IA A 44 I06119♦1
<br />exQaucs Aluartl 4tsnrJ nszu i uz .
<br />2,L TEST REPORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 080911996, #96-570 dated 09/16/1996,
<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 04/16/1998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada.
<br />P.E. and Henry Hattem. P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2.$_STRUCTURAL ENGINEERIN-0 CALGULATI.ONS:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc..
<br />dated 11103/08 and 03/12/15. signed and sealed by Walter A. Tillit, Jr., P. E.
<br />3, MISSILE IMPACT RESISTANCE;
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol
<br />4. WIND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall beds indicated on sheets 8, 10, 14. 15,
<br />16, 19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />14, 15, 17, 18, 19,20 25 and 26 of 26, of Product Evaluation DOCUment (P.E.D.).
<br />drawing No. 20.176.
<br />5, _INSTALLATION;
<br />Irslallation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />drawing - (P.E.D.), a win g No.2 0 1T6. Minimum separation to glass shall be as
<br />indicated on sheets 8, 14, 16. 25 and 26 of 26. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
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<br />GENERAL NOTE[:
<br />B 1) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PAWLS, STIJW CA OR WOW BOWS K FOND ON r«t
<br />(WYID_f➢43D -OAK GN.WUM-K=MON PAIll$)
<br />EXISTING WAIL, AWWORS SHALL K LONG ENOUGH TO RrKW 1,1E MAIN STRUCTURE BDRNO SUCH P,WELS
<br />• STORM PANEL SHUWH ON IM5 PHOOUCI [VALUATION GOCUMENI ISE.0) HAS BEEN VERIFIED FDR COMPLIANCE N
<br />AN:HORAGE SHALL DE AS MENTIONED IN B.I) AND IN 8.2).
<br />M:CORDANCC NOH1 THE 2920 17M EOITON) Or THE FLORIDA BUILDING CODE
<br />TO JQ-UMoba-vm (MIN, sp"Il C. NWEJR0.. 1))Its _M i
<br />DES-
<br />WIND 1DA05 SMIl BE DETERMINED AS PER SEC -ION ,6200E THE ABUYE YENTWNf,C L'OOE.
<br />1/4•T TAPC'ON ANCHORS. AS MANUFACTURED BY I7.W BUADEA, INC
<br />_ 14-10 PANCLMATE FEMLE t0 AND PANELNATE PLUS ANCHORS
<br />VON A
<br />VON A wNU SIreCD AS RCt]IeRLU a' THE JVq�p1V1 WHERE THESE SHOTIERS W41 K 14VALLEI AND
<br />FrXt A ERECTICHA.RY FACTOR Kd-0.65. USING SCE _ 16 AND SHALL NOT EXCEED IHr MAXIMUM (ASO)
<br />/ AS MANUf AMURED O( ELCO CONSTRUCT1071 PROo11CTT
<br />. 1/4Y LAG SCREWS PER N D.S.
<br />UL'iN,W PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15. 16, 79 A 20
<br />- 7/16'0 - 5/6' WOAD BUSHIM, AS DISTRIBUTED BY All P`NT SCREW. BOLT 6 SPECIALTY CO.
<br />IN ORDER VERIFY THE VTHE ADM CONDITION, ULTM AR DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />C 1) MINIMUMFRCADED PENETRATION INIU WOW Of TAPCON ANCHORS SHALL BE 1 1/2- AND 2• FORELCO PANO.Wol. PLUS
<br />.rOl BE FIRST REDUCED 10 ASD. DFSWN ONO LOADS BY MULTERYNCG, THEM BY 06 IN .WIDER IT)
<br />COMPARE THESE W/ WAX (ASO) DI lr+ PRESSURE RATINGS N011 LIEN SHEETS 7 Ii 17, I., 15, ITT, 19 A 20
<br />AND PAWIMµF FEMALE to
<br />C.2) MINIMUM STREA60 PO4EVAMN Or IAD SCREW. INTO THE WOOD FRAME UNP SHALL BE : 1/2• NO fI*fADED
<br />IN UNDER 10 VIRIfY THAT ANLH "' OH r,Ps P E D AS TESTED WERE NOT LIVEN 5TRr5SRU, A 33% INCREASE N EAF ALLOWA
<br />STRESS rOA WIND LOADS WAS WIL USED N THEIR ANALYSIS. FASTENERS SPACING to WOOD HAS BEEN OFTERMRMFD IN
<br />PCNCTRATION INTO STUCCO SNAl BE C40MUDEM AS PART OF THE REOURIED 1NREADEt PfNE'R(APON
<br />ACCORDANCE WITH N.O.S. 20111.
<br />C.3) NNwUM EDGE ,DISTANCE OF LAC SCREWS. INTO WOOD SMALL RE AS NOICAW, IN INK ;)RA%i
<br />FUR AC D TR1 RESISTANCE HAS BEr K EG N ACCORDANCE SECT"0&9 162a OF
<br />P IMPACT AN Al Rl IWillSTOMA PANIC. S AORED
<br />N[ ABOVE MENTIONED roof ENGINEERING A TES-\ REPORTS Sri 00-
<br />AS PER HRTS, R-20A. 9 96-570 A 90-iJU ANO
<br />C,4) CONTAIN PENETRATION Of W000 RUSHING SHALL BE S SCREWS u5E0 5«AL: NF 1 +/2' LONG WHUNUY
<br />.. C S 202
<br />FCNfStRAtON 1F57KIG IA6 YK', REPORTS, /2032 6 /7126 AS PROTOCOLS TAS-101, tA5-T07 AND TAS -T01
<br />AS 12DC
<br />WIT NO UCCA
<br />SM)UlO STUCCO EXIST AND 1' MA9YVY FOR WALLS WTM NO 51lWCn'I
<br />AS WELL 03 AS NDARICAN TEST UB 17f SOUTH FLORIDA 1Er01n /021D�01 -09. AS PER TAS 701, WAS 20fi AND
<br />TAS 70J STAIIDARDS.
<br />C 5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR .000 BOARDS K FOUND ON THE EAISTRA,
<br />2 ALL µUAnNJM, DI1NSOr1S 'O BE 00113-16 ALLOY AND TEMPrR (UNLESS ONER*rA NOTED). Sr£ SHE[' 2
<br />WALL. AI(NOMS S'144LL OE LONG EmAIGN TO REACH THE MAIN STRUCTUPE DEMO SUCH PANELS
<br />ANCHORAGE SWY1 BE AS MENTIONED IN C 1). C 2) A C 4)
<br />1 ALL ALUMINUM SNEER METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY
<br />(0) ANCHORS Sl & ,WALLED FOLLOWING Au. OF IHE REC(MIONDATIONS AND SPECMICAIK)NS Of THE ANCHOR'S MANUFACTURER
<br />tt SLED
<br />• ALL STEEL SHEET MET PAWLS r L HAVE . ASTM A-653 CRAOE SO MNIMUY G-6U AL
<br />'AIM STRUCTURAL
<br />a PANELS MAY ALSO INSTALLED NOW20M FLLLNOT MUSED Al ION DETAILS SHOWN ON SECTION S INRp,GH IO (SHEETS 4
<br />TIO
<br />vAAzrD n n rY. R OA Sit (S'S+ONA ON W/ 5e 5 Hal (NTT ROUFD)
<br />L
<br />T
<br />IHRPNCH e) EXCEPT TNA1 NCIOER6 � N � SHALL NOT BE USED
<br />S 3
<br />' ALL SCREWS TO !K STAINLESS STEEL 304 OR 310 AIM SERIES OR CORPUSOA RLSLSTAVt COl CARBON STEEL AS PER
<br />DIN 5001E W/ 50 RIP YIELD STRfNGTII AND 60 AM TENSILE STRENGTH L, SHALL W/ FI.01i 6Uktw'K, CODE
<br />4 O SHALL K THE RESPONSOl CR THE CONIRACION 10 VEINY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS IT, K
<br />COMPLY
<br />Sil 2.11 3.1..
<br />ATTACHED TO ANSURF PROPER ANCHORAGE THIS SH'UT[R SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME
<br />MALOI NG3
<br />6 BOLTS TO DU ASTM A. CAI. YAINZED STEEL, OR AISI JU. SCR11 STAIH{ESS STEEL, wrTH 36 b, wRwLw .+ELL
<br />S
<br />10. EAC« REGULAR STORM PANEL WITH LENGTHS WAR Wil THROUGH 12'-4'. AS PER SECTIONS 6, a. a A 10 AMC ALTERNATl 6W.
<br />T AKIC/ORI O*H. S TO WALL SI/All. OE AS FOLLbwS
<br />k IOW ON SHEETS S, 6 ! 12 PLCMI1NELY: OACt HAVE A LEGIBLE AND READILY ITUE N51NIF MARKING At5Tq;1C1eNG OWNER OR
<br />TENANT
<br />f[NANf 70 SECURE PA1EL5 WITH AAPLA'A811 REINFORCEMCM DI1R910 PEAKYIS bf •TURRI[AJIf WARNING
<br />W TO fID5JB1f,&Qvft[D&9 GE1.EIt
<br />II THE INSTALIATON CONTPACTYx4 IS TO SLAL/CAULN µi. SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS Ia.1NIMn OTH
<br />- 1/4.0 TAPCON ANCHORS AS MARUFKTURFD BY IT W R3UI1.Ix X, INC (RAM V -3192 P.K.)
<br />THE Still t0 "EVENT WOO/RAN NTRISON
<br />- 1/4• e • A5 M BY W.N.)
<br />RC, (YIN. rr-A,
<br />OLO-S ANCIt IVALTPOINT
<br />LSTRIMNRErt
<br />/C IOR L S
<br />1Jima r J/4' SOLO -SR AM:110R5. AS DISiRIs1lIFD BY ALL PUN\ SCREW, BOLE A SPEOMLIY CO
<br />12 STORM PANEL INSTALLATION SHALL COMPLY WDTH SPECS INDICATED W THIS DRAWING PINS ANY BVILOING AND ZONING REGULATIONS
<br />(MIN. rc-J000 P e1 )
<br />PROVIDED Of THE JURISDICTION WHIEIF Pill IS APPLIED TO
<br />- /14-10 PANFIAAIC HEMWE 9) r PANELWT PLUS ANCHORS. AS YANUFACIIJP[0 OY i1fA CCONSTRUCTIONCONSTRUCTION PRpOVCP'
<br />'.!W (4) THIS FROU,ICI EYKUAIICN OOCUMCNf (PE 0.) PREPARED By THr ENCINCER r GENERIC AND IiGrS NDC PRONOL INCORMMAIKN
<br />.
<br />(MINrr.3360 P.s.)
<br />- I/4'e Cf TAP -GRIP ANfOIppS, AS WHL'rAc1UAEU Ill tRu -rA9T CDRPORAIOSN31T N ti'00 6.TJ.)
<br />EON A SIR -"CRC PROJECT.:• W HERE THE SITE CONDITIONS DIEWIT rROM 714E PE.0
<br />i
<br />II') CONTRACTOR TO BE RESPONSIBLE rW THE y1CCIl PURCHASE AND INSTALLATION NCI.UOIw: lil SHIM Of THIS PRODUCT
<br />A.T) MINIMUM [MBEUMEHI OF TAPCON ANCHORS INTO POURED CONCR[iL SHALL BE 1 J/A- 2• $OR PANELCAM 4"t
<br />EASED ON TARS Pro PROVIDED HE/SHE IDES MOT OrW n r71TN, THE CONOIIONS DETARC➢ ON NM DOCUMENT
<br />10 Al PANEMAl PLUS AND I 1/4- FOR CF TAP -GRIP ANCHORS
<br />CONSTRUCTION SAFM AT SITE IS 111E CONTRACTOR'S RESPONSJOl
<br />AV) CA C-IN A SOLO SET ANC,IORS SNAI1 WE IUKE RED 1/5' MZTO THE POURED CONCRETE No EMYCDMf N1 N10
<br />(r) THIS PRODUCT EVALUATION E7MUWNT WALL K CONSIDEREC INVALKI If MODFILD
<br />S1UCG0 SHAD RE PERWTTm. 1/4' ii SCREWS USED SHALL K 1 7/2- ii MINIMUM SIOULD STUCCO EY11.1.
<br />FOR
<br />AID I' MINIMUM FOR WALLS WTH NO STUGT:V AlMAY 11F 4EA(N.0 SCREWS OR ALL NRFADCD SCREWS W/O ,R/ltl,
<br />(d) SITE SRECRq: PROJECTS SlI PREPARED BY FLORIDA REG,STFRCD FNGIN[FR W ARCMR[CT WINCH MU. BECOME aIE
<br />BUT MOH WING
<br />ENGINEER Of RECORD (E.Cil FOR INL PROACr AND WHO MOL BE RE'^nPONSIBLE FOR rK
<br />PROPER USE OF THE Ii EKVPaR Or RECORD. ACTING AS A DELEGATED ENGINEER TO Its
<br />A 3) IN CASE THAT PRECAST SCOW.. PRECAST CONCRETE PANELS. PAVERS. STUrrn OR WOW BOARDS BE rOUNO ON THC
<br />P10 E CIRCI CR. SHALL SUBMR TO INTO LAGER THE Sort SPECIFIC DRAWINGS rOR RENEW.
<br />EXISTING WALL OR FLOOR. ANCHORS SH41L BE LONG ENOUGH TO REWN THE MAIN STRUCTURE BEHIND SUCH
<br />ANCHORAGE SHALL K AS MENTIONED IN At) AND N A.2)
<br />lN) TINP F D SHALL BEAR THE MR AND ORIGINALµ. SEAVp SNIE CN.TIOf THE PROFESSIONALPANELS
<br />ES NNINT:ER Of RCCORD IHAT PREPARED IT
<br />(BI 10 F7IRnNt CONCAFTE.g,Up:-WALL ARIN__l
<br />- 1/m 1 TAPCON ANCHORS AS MANUFACIUEEO In I t W SUILDl NO
<br />14 S.VTIER MANUFACTURER'S LAFAL SIl K LOCATED ON A RCADI:r NLY.E LOCATION AT STORM
<br />- 1/4' A A 7/8' CAl ANC.40RS. AS MANUrACTVl ON DEWALT INC. (MIN. I•F-15OO P.T,I
<br />PANEL SHUTTER IN ADCOMMNCE WM4 3Ei:IIM'1 17p99DE .3 OF FLORIDA BUILDING COONE LABEL
<br />SHAD. BE PLACED FUR( EVERY OPI.NNC LABELING TO COMB, WIM SECTION 1/09.112 OF THE
<br />- ,/4'6 s 3/4' SOUO-SFt ANCHORS, AS DISTRIBUTED BY ALL POINT V.PEW. DOLT R S'PECALTY CO
<br />IIOROA BLCLOANU CODE
<br />MN c 1 Al. 600
<br />( P )
<br />- /14--TO PARELMATE FLIMtr O AND PANELWTi THUS ANGIORS. AS MANUFACTURED ON CLOD [Doll Hull
<br />1N,5 DRAWING SHAM BE USEDOFTO 1
<br />OFEfAIN PERK N THIE STATE Df FLORIDA
<br />HE
<br />PROD16fs Ill Fc-2U71 Wil AL... 1MHH1111...Ali
<br />a CF TAP TRU A, Il
<br />- I/4' -GATT ANCHORS. A6 MANUfACfURFD BY FAST CORPORATION Aa HER
<br />..
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<br />01) MINIMUM EMBEDMENT CET TRACER! ANCHORS, ll PANELMATES AND CF LAP-GR6• AICHICI, INTO 111E COH ETFP'
<br />, '' vNN''' FLORIDA BUILDING CODE (High Sriodly Nurricon• Zone
<br />L\('A
<br />BLOCK Uwr SHIN, K I I/.•.
<br />s
<br />a. N,1PXL i
<br />ZO CAGE GALVANIZED STTEL STORM PANEL
<br />'A
<br />Ill CALK -IN A SGUE-SET ANCHORS SHILL BE EMBEDDED a/a- INTO THE CONCRETE BLOCK UN0 NO E Eft, No' 4 ) 67 a
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<br />v PERM\ n+ +' .- SCREWS 1 1' M w N s rr,
<br />INTO STUCCO lN-L BE m ZD USED SHALL K T LONG N U +()U�t'C
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<br />GLOBAL PROTECTION PRODUCTS, U.C.
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<br />COIL] G AN F.00R THOU_ HI1HQ
<br />@�LQ G ALTERNATEBUILD OU�QUN11K
<br />SECTION
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<br />S� SECTION 4
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<br />S/e-I-
<br />SCALE 3/8-'-
<br />SCALE .3/6-I' . I
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<br />ED. EDGE DISTANCE
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<br />01
<br />(SEE SCHEDULE ON
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<br />TOP A BOTTOM MOUNt1NOS CAN BC
<br />COMBINED w ANY WAY To wR ANY
<br />1
<br />�K,,,��R'A"j��Ml„O,N INSTALLATION
<br />e,
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<br />ElIsIDc: .
<br />- it ''' - I'LORIDA BUILDING CODE (High Vioclr NUnkane
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<br />RcwRm CONCRETE D NG qR5
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<br />* ; * T - o4a» nNco. •K I 20 GAGE GALVANIZED STEEL STORY PANEL
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<br />_ /' �- -
<br />'t. C). rATE �Fr
<br />04;.. T Et C 0 , GLOBAL PROTECTION PRODUCTS. LLC.
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<br />20-176
<br />5C'AU1 3/a-1-
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<br />VAT'ION. tLMI'_R(fi,.2u-B7219.D1 3
<br />ATE RIAL ... M __CHARACTERISTICS AND SPECIFICATIONS:
<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 />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />7. LIMITATIONS ANUCONDITTONS OF-USF-
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<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 />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida Building Code.
<br />7.3. Product shall only be installed into poured concrete, concrete block. and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License
<br />No. 44167). President of Tilteco, Inc.
<br />Inc. (Florida CA-0006719).
<br />`�,,�,, Iii, 4 I l 4" x
<br />,;, t _:.. (C/,r ��
<br />r1y�P•'' JCEN,9,c �9
<br />' . 44167
<br />-'--17-- r* : - * •: * _
<br />7,h#7,r•:--a''• STATE OF r4rr=
<br />'fi-� 1dc �(OR-10�a�rr`
<br />FS \(•
<br />WAIT'"O^ TILTECO ADMON RECORDS I P. E. REPORT. 201 GLORAI. PROTECTION PRODUCTS, LLC 120 GAGE
<br />GAL VAN12E0 STC LI STORM PANEL\ DRWG W 2M178L REPORT 0 20-072B.01
<br />TILLIT TESTING 6 ENGINEERINO COMPANY
<br />WALTBRA. TIL13T, JP,, P.L. tiltec,o@1aol.com
<br />PRODUCT EVALU MON RFXORT ,n.F.F t,Prui N 44LG'
<br />H L'..A. I-. NO lAY!IV
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: (HOWI.PFOtectlon Product&, LLC
<br />48DO S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF_EVALUAT";
<br />This is a Product Evaluation Report issued by Walter A. Tllllt, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation
<br />This product Is being issued an Eva
<br />luation 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 purposo 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_F.Y1REtlC N WBMITTED;
<br />2.1PRQLU0-EVALUATION DOCUMENT-(P.E.D.is
<br />Drawing No.20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07127/2020. This drawing is an integLko t,,06,JJ115
<br />Evaluation Report. ,,,,,,,, ,.:.,!le 'e
<br />_ 6 ,,,\GINS,-' -.F
<br />` - 167 =
<br />7i , * *
<br />", S -P STATE OF Ir
<br />!,355 N.W. 3% Street, Suite -105, Miatni, Florida 33166 - Pbone: (305) 871-1 J�`�SlgtA(;ib�(,ii4♦1-1531
<br />/IN, 111l I III I"I'liL
<br />COMPONENTS FOR REGULAR Sc LIFE _SAFETY STORM PANE $
<br />(SCALE 1/2-I-)
<br />- 15. t96' (TOTAL WIDTH) - _ IS 196- (TOTAL WAIN) _.
<br />12 S00- (ETTECTNE WIDTH) - -
<br />I - 6 ,/4- : 6.250" - _. -.-
<br />I , - 13"I,o- - 1.3A0• - ")SD• SOO, - ., 500-
<br />r , - , "3,0' -. , 0,6M' WN. 1MYCW )- 1.350-,-, ,7A. ,
<br />- 1. - ` F' . C'L.CALVANOlb "n' .{
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<br />\77 -
<br />Spp E :;Y,l'\ ASTW A-60.1
<br />/ _ 0010' IINI THICK fIGN14ES).,*' ! GR4DE 60 W HEIANED .>IIr'' J '1 2.65T I l r "_' E.asr f.-ea OALV.I I [ 1 _, _ EllGALVAR7ED AF[l EDGE EDGE .1 A-
<br />PArL a.2, A Y 631
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<br />© STORY PANEL (4 END STORM PANEL
<br />--2.,67. - -
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<br />/ WO DYD LIP �,/ 1250 ; -- --- --- -- t 11 ,Do' R, p, 1 t2I -Caw' - IJM ,,s. '304 SERFS _25
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<br />• -'.5 SS Sm WASI", S.O. STUD RrvCTw - ./SO'-
<br />. - .MD- , 10 ANGLE 6 10 AYaLt •
<br />�'� � ,50.08' _IW I 17+/7.O.E.1x VT Oc. '�,/3.J75' Ow•_K,3. 1000' 1.500' { (mil -.I--.`; L--!' COB]•2, 25
<br />O[TWL t 939- 939• O[fIIR 1
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<br />JAO' --1 ,ie1 R -.0a�1 I - , 125' L500' - I _.. 1
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<br />ISOMETRIC VIEW DETAIL A � L--_2.o6D• -.._ L__xooa• -
<br />ROUNDE,D CORNER O ENDS or PANEL'S IIAL R _
<br />END UC W( HE/AMEO CODE. O Ili HEADER o (N.Ts) "�=HESQiS A a1NSiIE 4AI ANGLE WITH STUD 4 ANGLE WITH
<br />1 -( -IM REYERSE STUD
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<br />SITE, OR NEXT, RATED S"ll
<br />374•
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<br />770..S-
<br />671•
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<br />374' 066'
<br />lea' - _ , 310-
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<br />1 500' E--T
<br />750,
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<br />T TARIFLAT PLcATT�ErD
<br />FLORIDA BVILD(NG CODE (High Velocity Hurricane Zon•
<br />110. TA "Cl WC.
<br />20 GAGE GALVANIZED STEEL S70RY PANEL
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<br />D ECOI.G
<br />GLOBAL PROTECTION PRODUCTS, C.
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<br />INSTALIrA11ON DETAILS FOR REGULAR PANELS(1) N!E (iiI E _CL9l��iDETAILS FDIC II�TALL4noN_IN_Pt�IJ�CpIVIIC.REiE,
<br />INTO EXISTING POURED CQNGRETE OR CONCRETE pyBOL�OC•�K� STRUCTI ICES {/���C� (r�Q p[(y ll �p t �[�}yMICK QR7 WOOD
<br />Lr �{(YpL� L���{L �/�}{L�
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<br />1 (:(IHCRETE OP H 1 P,r' u -'4. r-
<br />I I CONCRET7 BLOCK I ( _ L 1. -
<br />I REQUIRED. 1 9 � t
<br />i I i 'y CASE A (PLAN) C7a1x -L� - - J
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<br />I I I I TI %Cµ F 1116- ' ./Nwwl - - .,.t 1..1.
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<br />R7171FRr.0 1
<br />EXISTING POURM u'• - I 9CXt 3/16.1• CASE D (PLAt't)
<br />1 CONCRETE OR______.__1 5(+LLL S/16-''
<br />Tp I CONCRETE BLOCK - •
<br />1 RCOL'IRFD 1� ���µ.Lt W/�7/E• u t 'L ��ms
<br />CA<.IN OR NKalA1L ... 1 - H � , �; 1•-. WI I�.iN .ar'1P" U "' 1
<br />IFYNL To .NO AN[UAT1 .%nCRL/F ANCHORS t+/ _ - ,M /I
<br />R,IS DR Cr TAp- N ME S: ow aN
<br />SR FO8 allfS ON c
<br />sHF1Ts e A IT sHc[rs a IHROLKa' v1 :•
<br />X6LL�d4�� BUILD OUT MOUNT1JyQ J ,
<br />SF&I14N _.eL SECTION 3/ 7 I I. -"" /�'� \
<br />SCALE 3/e-1' $CALF ]/e.l' YK. •pSN uWaAP RrmN'- WEN e4. - A y .1 ` , M
<br />�I-W%_,m ;= K,
<br />EDGE OF msTIRG W NFIN I' NICE . VA)l . I /B' E.D. " EDGE 01S:EANCE (';♦ "u now+ Pr' nP r..0
<br />OPENNING TWI, µOM 1176E DR '• I (SEE SCHroULr ON /�J a6 CA$E F (PLAN)
<br />EXISTING s7rul PT WOOD PLATE SPACER 1 ,'� SHEETS 6 h 9) I /-' SCK[ ]/16-,-
<br />r NEW I• WIDE K VARIES r 1/6- /`I I v /
<br />ALUM, WK OR 1' . VARIES I NOIL..EOii_r�eMBINAM'YM Or SF[iLDNS
<br />' 11 wjw R I1(APxUITC SPAS' i TOP A 80,TOM MOUNTINGS CAN BE
<br />c CONCRETE ANCHORS I COMBINEO N ANY WAY 'O SUET ANT CASE E (PLAN)
<br />'- •• (511 s 6 RaOU010N n-I - 1 4 ;NSTALLATION ScAC 3/16.1•
<br />M, cj_, ' �1ER A. r((�/LAya 1
<br />EXISTING PolPtrD -r,kc"
<br />�,, TeAacT L9's+N n r y1: E ✓y's, FLORIDA BUILDING CODE (High Vioctl Hurricane Ion
<br />=4ORIIR ORJOq--.-.....- CONCRETE o t, W ie NBblt 10 i
<br />WERE CoNtow I ,/2' Y!A CONCRETE OLDCK a1AW M 1L. nx 1KW, ? z .leas `K`1i. N. 1 20 GAGE GALVANIZED STEEL STORM PANEL
<br />LW - A A M 3' Yc. /IFOUHRED .w - No 44167 `' :
<br />X` SECTION X-X * . * J ii �, -- .___ _.. _.....-..... ryL/Lo»
<br />SCALE J/R-'• = S /-TES y.� GLOBAL PROTECTION PRODUCTS. LLG of Ili
<br />OETd11�9�$PAGESri.BEQUIRED AT TOP-0 '. I L E C O tf6e. Aaa L.. 61 rT(n
<br />f 0i �,CWRNPNIt cNowit DPW. IL ]131.
<br />S)II.QII_ISACtS�9Il,JACENL TO SIU�Sr41 �B,t+!?S 's, �cLS .,, )RID Jlql�
<br />NA W..0. n ,ats NnwL v6yFN-Isu. u s6+THEE em 20-176
<br />n... inn .n-,4W .« D'MAN,G Ile
<br />ti. S/ el _ _ _ __ _- G-IxOe719 A"' �-T �� r'
<br />PEEODLIC r rVA WE ATLON RE0_ T tEQ 2d-922Zu2 2
<br />2.2. TEST REPORTS;
<br />Large missile impact load tests were performed under SSTD 12-99 standard as
<br />per section 1609.1.2 of the Florida Building Code Uniform static loads as per
<br />Section 1709.8.1, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William
<br />R. Mehner, P.E., Sol Moroz. P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09. dated February 25, 2009, signed and sealeo by Edmundo
<br />Largeespil 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. 1123.01-10. dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P E.
<br />Tensile test report No 9CM-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 />per QC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERINS CAL04I.Lil
<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. Calculations prepared by Tilteco,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A Tillit, Jr., P F_,
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4.. WIND-WAI26-ftEOWAI140E;
<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 sheets 5, 9, 10, 11, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P.E,D.), drawing No, 20-175.
<br />24 Gage Galvanized Sleet Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard-
<br />ol10 kIA11TIZ6' 'kt•,
<br />P� `\GUNS • �9y
<br />-.,�`. -- 677 '_
<br />712 3-, tj * * r
<br />'T, a _o'. STATE OF z-;
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<br />PRU iLDT X___YALUAlliaRRYDR *o _IO-o7I7Ja 3
<br />5�_ INSTALLATIO N:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thou 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13. 14. 15. 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />6. MATERIAL CHAf3ACTE STIOS_AND SPECIFICATIQNS;
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1 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 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7. LIMITATIQNI AND CQNDITtONS 0fl fE;
<br />7.1 Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 or Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr„ P.E.
<br />7.2. Predict shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620.2 of the Florida Building Code
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tlllll, Jr., P.E. (Florida License
<br />No. 44167), President of Titeco, Inc. (Florida CA-0006719).
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<br />1/4, 2/4, 3/4. A/4, 5/5. 7/5,
<br />1W/t0, 2W/10, 3W/10. 4W/10, IS/5
<br />51l 610I Ili 710l
<br />3• VAX A/CHWRS FOR CONCRETE SEE SCHEDULE ON S"a'M 11A 9 31 YAK' AIRN .______ rOR WOOD SEC SECTIONS ON SHEETS 10 A 11 'I 1• AlN.
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<br />REGULAR STORM PANELS J) & f6} ELEVATION
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<br />Ni,IE.F08.COM9%0TIOM of UX11oNs:
<br />- No 44167 ''.
<br />3 :
<br />_ a701° " 10' "` 20 GAGE GALVANIZED STEEL STORM PANEL
<br />o.un 9
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<br />E.O. " EDGE DISTANCE
<br />(SEE SCEEDULE ON
<br />SHEET 9)
<br />TOP A BOTTOM MOUNTINGS CAN 8r
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />______---
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