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1. I I I I - I I--- _ - I
<br />1 1 LI ECQ INC.
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WAT TRR A. TTLI1T, JR., P.E tdteC0OjSA DL,VM
<br />PL rB. U—N. •41A7
<br />n C.A Li-nne MI 10067 T9
<br />PROD_4�GT EVALUATION REPQRT
<br />REPORT NO.: 20-0720.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEG
<br />ORY: Shutters
<br />PRODUCT SUES -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global ProteGdon Products LLC.
<br />4800 S.W. 51 Street
<br />Davie, Florida33314
<br />1, PURPOSE -OF (VALUATION;
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1 D of the Flor•Ida Department of Business and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described heroin, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />FloridH 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 Pmduct 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,L_PRQDUCT EVALUATION DOCUMENT (P,E.D.J.
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 li 26 of 26 prepared by Tilteco. Inc.; signed and scaled by Walter A.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part q�IN5
<br />Evaluation Report. "N",. A. T/4.
<br />.4w,' "- s,
<br />r �-- L\CEN,pF•'•.vpy-
<br />4 :�P-'� f _ No. 44167 fr C
<br />111. FS.. ID ���,g-; a
<br />6355 N.W. '36th Street, Suite 3(15, Miami, Florida 33166 - Phone: (305) 871-I530 - P'Q/, iiHjI $9�,(8�1
<br />ANIO,ITWN
<br />PRODUCT EVALUATION REP010'NO 20-0723.01 2
<br />2.2. 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 08/09/1996, #96-570 dated 0911811996,
<br />#9li dated 09/20/1996. all three signed and scaled 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, 2000, signed and sealed by Edmundo Largaespada,
<br />P E. and Henry Hattem, P.E.
<br />Tensile lest report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13.. 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2.3. STRUCTURAL ENGINEERING GALCABATLQ T,
<br />On 20 Gage Galvanized Steel Storrs 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 11103/00 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P E,
<br />3 MISSILE IMPACT RESISTANT
<br />Large missile Impact under section 1629 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 be as 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 />Installation 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 />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />indicated on sheets 8, 14, 10, 25 and 26 of 26. of Product Evaluation Document
<br />(P.E.D.), drawing No, 20-176.
<br />1
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<br />__V / / �'• STATE OF :;yr 1
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<br />(.y] FRALL Ni 93) IN CASE THAI PRECAST 51RNf. DR PRECAST CONCRETE PARTS StUCCU OR WOOD I)OAROS BE FWNU ON !ICE
<br />INAUD-M-2111-21110ILMNAMIZIR STEEL. MOM FAIL ) W51ING WAIL, ANCHORS SHALL Of LONG ENOUGH TO REAP}•, ilk MAIN STRUCTURE BEHIND SUCH PANELi
<br />' STORN PANEL iHOWN ON THIS PRODUCT (VALIMIMI UOC:UMLNT APED) HAS DEAN VEWP':ED FOR COMPLIANCE N ANCHORAGE SHAI Of AS MENTIONED IN U.1) AND IN 8.2).
<br />A(CDRULI WIN nK 2020 (71e EOn10N) OF THC FLORIDA SUR01141 CODE TO 71_WSl7N4_Il i18N, SPLCIF!"WITil7..:.!_ 0.53_MBfa
<br />DESIGN "10 LOADS SMALL BC OFFERWNED IS PER SECTION 162011F THE ABUVE MENTIONED GOOF., - I/4.0 TAIPCON ANCHORS, AS M.NUI'ALIORED M I T V/ BUILDER. INC
<br />FOR A WNO SPEED AS RCtNIRCO BY i1K JVMSOC710N WHERE THESE SHUTTERS WAI BE INSTALLED µ0 - r11_,0 PANfLMTE 1-ACNE 10 AND PANELMAI[ PLUS µ[HORS. AS MM/U{ACILRED RT t1C0 CUNSTRUC14Ra PfADUIMTS
<br />FOR A DRRECTIONAL." FA IDR Nd-085 USING ASCE 7-16 AND SHALL NO] EXUFU IRV MAXIMUM (A -SO) . 1/4"9 LAG SCREWS PER 4D.S.
<br />- 7 To's . s 6' UVIING I R 1
<br />ux1 vRr ) t u r, i ! /
<br />W(x)0 B - A9 D r< IBNED BY ALL PUN SCREW 0041 A SPECIATY W.
<br />UCS .SSVRE RADIOS INDICATED ON SHEETS 119RU 2. 19. 9 A 20 0EA
<br />W ORDER TO VERKY THE ADM CONDITION, IAnMAR DESIGN WIND L(NADS DrTERMINMIN10 PER AXE 7-16 C 1) N THREADED PEO0rAnDN1 N10 WE" OF TMCON ANCHORS SHALL BE 1 112' AND 2' FOR ELCO PµCLMATE PLUS
<br />OR')BE. FIRST REDUCED TO AS DESIGN WNR LOADS BY MULIIPLYttN. THEM RY 0e N ORDER TO AND PANIUMALF EMALF IF)
<br />CCWVARC TOES( W/ WX (ASD) OE414'N PRESSURE RATINGS NDNCATEO ON SHEETS 7 rHRU I;, IA, IS. to. 19 A 70
<br />C 2) MN9N)M TNRMED PENETRATION Of tXG W;R[W', ONTO THE WOOD FRAME UNP STALL BE - 1/2• NO DREADED
<br />IN ORDER TO VERIFY 1441 ANLRU S UN THIS PC D AS TrSTEO WERE NUT OVER EIRESSCU, A 33% NCREASE ON ALLOWA9LE PEK'nUil" INTO STUCW 5MA.. BE CONS100ED AS PART OF THE REWIRED NRCADED PfMEI'RAITON
<br />STRESS FOR VANU LOADS WAS nDL USED IN THEIR AAULVSIS FASTENM SPAOi TO WOOD RAS BEEN DETERMINED N
<br />ACCL ACIAWE MI), N.O S. 2018. C 3) UNMAN EDC4 DISTANCE M U.G WKINS. INTO WOOD SI BE AS INDOCATEO 1h THIS :JRAMNC
<br />STORM PANEL'S ADEOUAC'/ FOR IMPACT AND MIND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WRN SECTION 1626 OF C41 MINIMUM P[IQTM1xX1 Of WOOD BUSNTNfi SMALL BC !/6' 1/4' a-20 SCREWS USED $MAT ! I/2' Low;AKIIMUM
<br />THE MOVE MENIIONM COOF 0 PER HURRICANE ENGINEERING A TESTING INC REPORTS So-569. 96-570 A 96-Tiro AND
<br />FENESTRATION 1ESIWC tAS INC. REPORTS 12032 A 02126 . AS PROTOCOLS TAS -201. TAS-207 AND TAS-203 9"ID STUCCO EXIST .AG I' MINIMUM FOR W415 WN NO STUCCO
<br />AS WELL DAAICAIF ZEST LAB Or ROBIN REPORT r92t9.01 -09, AS PER lA5 301, 1A5 I07 AND
<br />793 C•5) N CASE THAI PRECAST STOW. OR FORECAST MNCREIE PANELS. STUCCO OR W000 BOARDS BE FOUND ON THE LXISr1K
<br />03 STANDARDS
<br />2 ALL ALUMINUM EXIRUSIONS TO BE ISMS-% ALLOT AND RMPEW. (UNLESS OTMFFNOTS1 NOTED) SR SHEr. 2 WALL' RAGE SHALL
<br />SNBE s LONG WITIN
<br />ENOUGH /0 REACH THE MAN STRI.IC7UR( B[MINU SUCH PANELS
<br />I A/CHIORAG! S/ULL fK AS NENTIONCO N C.1), C 71 A C a)
<br />S ALL ALWINUM SHEET METAL USED Al 1;(MFPES 5NAL1. NAVE 3105-HI4 ALLOY, (0) ANCHORS SMALL BE MSTALLID FOLADMING ALL OF THE TQCYNWMOATIONS ,AND 5PECNMArI N5 nF THE ANCMOA'S MNUfAC'I FIL 1
<br />A ALL STEEL SHEET EFTA PANELS SkALA HAVE STRUCIURAL OIJALMY STEEL. ASTM A-653 GRADA, 50 UNNUM. C-60 a PIINnS ANAY ALSO BE INSTALLED NONIIAX4TALr FOLLOWING INSTALLATIONOflNlS SHOWN ON $tCnON 5 THROUGH IO (SHEETS,
<br />GALVANIZED STEEL C[gT;NATWN AI SB S Ire (AMP ROLLED). INROUGH 6) EXCEPT 'HAT HCAICRS (2t A Q) SHALL 140I IK VSF.D
<br />5 ALL SCREWS 10 BE STAWLfST STMlL 304 ON 316 M54 SLMES OR CORROSION REYSTAAT COATED CARBON 57EEL AS PER 9 n S U BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF 1Hf SINUCTAM WHFRF SHU TUR IS 1D BE
<br />VON
<br />I5 / 5AND I8 W0 Nsi WILD STRENGTH D 90 9I TENSILE STREWN SMML COMPLY W/ FLUNIDA BLXI,DINC CODE ATTACHED TO NKLR[ PROPER ANCMORA,7 THIS PUTTER SHALL CHIN' BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRANC
<br />!. )OF 11,4 ORAL$
<br />i 8 BOLTS TO BE OWN A-307 OALVµIZEO STEEL, 09 AID 304 SERIES SIAINIM STEEL, III .M A., MINIMUM YIELD
<br />1 EACH F - THI
<br />I STRENGTH. O E REGULAR 5717M1 µEl M LENGTHS OVER 6'-8 TAIIDxAR 17'^4', 45 PER SECTIONS 6. 8. 9 A IQ AND ALIFRNAfWf'S 8W,
<br />9MT TOW I R Y 1 1' - R
<br />ANCHORS TO WALL S7UL1. 8L AS FOLLOWS A SE SHEETS 5. 6 • 2 ESP[CLE R , SIPS LAVE A ING PE µG PUOIU HURRICANE
<br />MµMW. WS RJCTNG 17MAF DR
<br />TENANT TO SECIIPE PANELS MIDI AINILKMIL R(tNFI)RCEMfNR DLRIN(: PERIODS OF HURRICANE MAANING
<br />(A) E2J.ft1 $_PAAIff ._ QP&JTE 11 Tif INSTALLATION CONTWII)k IS IC SEAL,/CALU AIL SHUTTER COMPONENT EDGES WAXH REMAIN IN CONTINUOUS OONIACI MTO-
<br />I/a`9 UPCON ANCHOR$ AS MµUl ACTUREA 81 t T.M BMDHST, INC (4N, ra.3192 Pr.) THE BULDINU TO PREVENT W AD/RAN INTRUSION.
<br />- 1/0 9 . RIB` ULM-$N ANCHgNl, As N ISTRAUJIM) I BY I IMALTPORN INC. (MN. 1.1 4, P CAL.) 12 STORM PANEL ,AMALLATIDN SHAH COMPLY WITH SPECS INDU110) N THIS DRAWING PLUS ANT OUILMNG AND ZONING REGULATIONS
<br />ICmAI R )3A' SOLID-$tT ANCHOFG. AS aSrMIBDI(D m All POINT SCREW, BOIt A SPFI:1,11,I'I CO.
<br />I (Mtn 1'c_]OQp P6.I.j PROV'1TlAD 8V NF JURISDIC17p/ WHERE PCRYII K APPLIED TO
<br />- /14-10 PANELMIE FEMAIE ID A Pµn MAR PLUS ANCHORS, AS MWUFACnflRM BY ELCO GONSTRUCN)h PRODUCTS 13 (a) THIS PRODUCT LVA.OwOl N o WENT (PE D) PREPARED BY NIS ENINEER IS GFI/EMIC AND DOES NOT PROVIUL ,WOFeMIK)N
<br />(MIN. r•.-3330 Pr') IOR A SITE SMCRC PNOJ(rT, II. WHERE RK WTr CONINT10NS DEVIATE FROM ME PE.D
<br />I - r/R'9 Cr TAP-GRN ANCHORS. AS YµUFACTURED Of TRU-FAST CORPORATION (rt-3600 a. .)
<br />At 1MGIIlY [YDEUMFNT O IAKON ANOCIMtS INTO POURED CONCRETE SAALL BE I J/a': Y FOR PµfT M1E FEMALE. Ili) CONTRACTOR TO BE RCSPOR99LE FOR NE SELECTION, PUREIEASE µD INSIKLATOON INCLUONG LIFE SAFETY OF THIS PRODUCT
<br />) O AM) PµKUW PLUS AMC 1 1/4- C UDR CF tAPURED ANCHORS BASED ON THIS PE.D PROVIDED HE/StR. DOES NOT OMATE FROM THE CONDIIVITS OETATLED ON TOGS DOCV4brt
<br />C04STNUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIJIV,
<br />AI, CALK -IN A IOUD-5E1 ANCIIONS SIVLI IN EMBEDDED 1/8' INTO rK POURED CONCRETE NO LYMEDAENI INTO (c) THIS PRODUCT EVALUATION DOCUMENT WRE BE CONNOCRED INVALID IF MOOV'RD
<br />S1UOCO SMALL BE PERMITTED 1/4' 9-20 SCREWS USM SHALL BE 1 1/2• LONG MINIMUM SHOULD STUCCO DOST,
<br />Alp I' MINIMUM FOR WALLS 1019M NO STUCCO, 4I0 MAY fie IKAGED SCREWS OR AL THREADED SCREWS W/O REAL). Ad) SIR SPE(7FC WOJEC15 $IIALL IN PREPARED BY A FLORIDA REGISTERED ENGINEER OR APCJITTECT VNI WRL BECOME THE
<br />BUT MIN WING NAILS ENGINEER Or RECORD (E.O.R ) FOR NNE PROXY AND WHO WILL BE RESPONSIBLE FOR rW
<br />PROPER USE OF 111E P.E D. ENGINEER Or RECORD. ACTING AS A OFLEGATED ENOINEDI TO THE
<br />A.31 A CASE TIN' PRECAST STOW- PRECAST CONCRETE PANELS, PAVERS, SRX" 01 WOW BOARDS BE •OUNO ON -to Pro ENDOW, SHILL SAJBMR TO TNI5 UI TER THE SITE SPECe1C DRAMNGS FOR NFVIEW.
<br />CKYSrK MALL OR FLOOR, ANCHORS SKAU 9E ,ONO FMOUGH TO REACH THE MAN STRUCTURE BEYND SUCH
<br />PAN" ANCHORAGF. SMALL HE AS MENTIONED IN At) AND N ,A.2) W THIS PLO SNWL BEAR THE DATE AND ORIGINAL SELL AND SNRUIURL O THE F'NO'ES51➢NAL
<br />ENGMf1R Or RECORD THAT PREPARED TT
<br />(0) to EXISIM CMCFtF1E Y.006 Ali Ail (.-2g 14 SIUrFER MANUFACIURE14 S LABEL SHALL BE LOCATED ON A READR V NSM E LOCATION AT STORM
<br />- 1/4' r TAPMAI ANCHORS Av MANUFACTURED NKI Y I T W 8UNLOEX, INC PASHVrTLR IN ACCORDANCE WITH SECTION 1709.9 3 OF FLORIDA 9LWL004 COOL. ONE J'ffL
<br />- 1/4. 9 . 7/8' CAAN
<br />T-HORS. T-HORS, AS FAMUXACTI.NEO CN BY OAt INC (NON 1'c-1500 Pal) SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WON SECTION 170992 OF „NE
<br />- 1/4•• X 3/4' SOLED -Sri ANCHORS. AS DISTRIBUTED BY AL POPE NCREW, AIOL1 A SPEA:MLfY CO. P,OPIUA 0UII.OING GOCTE
<br />(MN FC.1BW p..i) NK DRAWNG SHILL ONLY BE 11FEb 10
<br />- /,1-la PANELAAIE FEMME 10 AND PANELMTE PLUS ANCHORS, AS MANUFACTURED 91 ELCO C4PKINUCT,ON
<br />FAA , S (LPN T'c•2071 p11.) AMNIIIIIIIIIINN,- OBIAN PERMITS N THE STATE OF FLORIDA
<br />- 1/4, • CIF 'AP -GRIP AM•_NIORS. AS MANUFACrURFO BY TRU-LA51 CORPMIICN V•!""Wk A r1le A•
<br />1�Q�'' "`/r.1 FLORIDA BUILDING CODE HI h Vi iT Ill It,o- ZRn
<br />6.1) UNMAN EMBEDMENT O UPCON µCWM. ELCO PAMELMTICS AND CF TAP-GRP µCHOP. IlriD TrK E+C; A\C
<br />BL17cX UNIT STEAL, BE 1 1/4'. _ s mmD MICOD. W 10 CAGE GALVANIIED 11111 STORM PANEL FIWA, e.
<br />9.21 CALK -IN A SOLIGI SET ANCHORS STALL BE EMBEDDEO 7/8- INTO THE cORGIM"C BLOCK OIT NO ND.,1167 S --___ --__---______ - --
<br />INTO STUCCO SMALL BE PERERTTM '/4' •-70 SCREWS USED BULL BE 1 1,12' L➢NC MINIMUM SHOO CO ', GLOBAL PRQTECT1DN PRODUCTS, LLC. 01/+U7o7•
<br />EXIST. AND I' MINKOW FOR WALLS ANTS, NO STUCCO_ •$}. SiAr OFX0"oNA1"./.1t
<br />" "�''' �``-- /L E C O w, `,. .69a it eI :T.71 PAIR.
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<br />INSTALLATIQlI._QETAI�e.5__FQR_REGU-AR_ PANELS( dE
<br />TQ EXTSTING POURED CONCRt TE_-QR.__r,.ONCRETE BLOCK STRUCTURES I=Oxan.V.ORS
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<br />, art A 11 .- IiiB ,,.....PIHIIINA'O, COI/611Z N ANY WAY TO SUIT ANY
<br />- - - ,. eP�SER A;•r/(!ij', IN"ALLATION
<br />c' ''' VCENS •z9 i
<br />Ex6nNu pO,UN(pl r' F ''-- FLORIDA BUILDING CODE High VelocityHumlcane Zone)
<br />CONCRETE -10 - C0 *' 7
<br />RIUUINED _ _ * cdo2o ,Xr[(a. +I. 20 GAGE GALVANIZED STEEL STORY PANEL oPAWN R CON=,[ ANCHJPS
<br />I xvwtr Ix '-0,. TA 'll � - ----- --
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<br />/E NAL E �4o fi7 . RH" W. ar. vAP» 91 F` anal PHORE (et.Aft-,W. ,AA (wORm-979E 20-1 76
<br />SECTION 2A .A/ �- ,I», ,,,-„ CA W - MI
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<br />SCALE _/e-'- I _•- N,MNIM` ONMAKp .
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<br />MOIDUCTEYALUIl ION KL]P.OR-1-SO.-20,072LQI A
<br />QA MATERIAL—C-HARACTERISTICS AND SPECIFICATI0ll
<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 AND CONDITIONS OF -USE:
<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 Tilleco, Inc. (Florida CA-0006719).
<br />A1.111IH11N111/1/,/
<br />�I`a A: rlct/r
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<br />CAI TIN. TECO ADMON RECORDS I P. E. REPORT.20 1 GLOBAL PROTECTION PRODUCTS, LLC E 20 GAGE
<br />GALVANIZED STEEL STORM PANELI DRANG 4 20.176 ( REPORT 4 200728.01
<br />�cio INC-
<br />TILLIT TESTING & ENGINEERING COMPANY -
<br />WACTEli;1 TTLUT, 1B., P.L trlteoc,&oIxon,
<br />PROD CT EVALUATION QEFORT aA.Or T•RN,»Na
<br />ILIA. Lit NNn.A*`I;-
<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: Giobat Protection Products, LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION;
<br />This is a Product Evaluation Report issued by Walter A. Tillit, 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 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 SS�IBMITTED:
<br />2.1, PRODUCT EVALUATION DOCUMENT (P.E.D.):
<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 07/27/2020. This drawing is an integ*T lei/j" is
<br />Evaluation Report. ,X1,,E - Iu1" '
<br />a �'� \•\r.ENSF':. -
<br />E �: i-4167
<br />r ;
<br />-' � STATE OF -w(r
<br />s Uri . eLOR10P .��,�`«"
<br />6155 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-193e44'JftAbi( tdtd�-1ZZ
<br />531
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANEL
<br />(SCALE 1/2-I'
<br />- IS 196' (TOTAL WIDTH) - - _ . _ . IS 196' (TOTAL WON) -
<br />- t2.S00• (ETrECTW *MIN) -- .. _.._.._-
<br />' 6 IM' ..--'-'--- -6.250'. . - -
<br />-- I S10• - 1.],50'..•. r.3,50• _ . 500' 300'
<br />I r'- I „ - -1 ,350' - 0.036' MAIN. TMOL - 1.350' - ',, -
<br />- - - - Sr�n - - ONNAIATZEO S,RL
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<br />ABIA1 A-AS,1
<br />^ D" f1 � , 4(1" I� 6D IPI9M
<br />M N
<br />D. 'AIM NICM NC MEU FOAMED • OJ6
<br />/( ; -� 2.657' CIALVNYIEO STFEt EDGE /f,//)..,�'' ,'I 2.657' G-60 OAIV ADC[
<br />2.Ol ttP. \ ASTM A-057 1 ///J// . I- 7.UW' 7 O • �Al , TVp - E
<br />T � IEII" \\ aIAM 50 11953 r OCTAn A D \\ �//I'/yfMfJ OCTAL L.
<br />EDGE 1 G-Go CALV ` Y J
<br />`-I- -- A IB.B• I (. WAL A / Aar
<br />- "A0. ' '--1.3k - , 3S0-. _1 1
<br />- 8 250•
<br />01 STORY PANEL 0 END STORM PANEL
<br />21e7-
<br />. I �� 31r
<br />i_/ 1.250- --- _..-_ .. 2 ter
<br />R1AE 7 Y !MI AI!' 100' R• Q 1 ���
<br />P U , L EOCE. t25' 750' I]GYs[%S Z BEM .123_
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<br />L W �.125' - ./ '
<br />/ •�, R 4 y2"
<br />I - 45 St110 xMw S.S. S1W rWIED ,/e.so3r�/JA .•i iT—I ro Nlc(E • ro AMaE • ,
<br />/•\'\ /--IAA,/ i., A tTJO 12/7' 2 ,/7' aE
<br />:� \. �// .OBJ' I
<br />95' 35' 2000' SIDE�^j.'/ `0.250• '\ -Ltd.-.r•/ -2 f
<br />. 09J' R. a I p -� T,T " .078125�. OO�AK I
<br />M.LLLI
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<br />�• 1 �,E I n4 A - 3" M°, - t.WO' ---,-5M. -
<br />ISOMETRIC VIEW DETAIL A /� ` - 2 �. X. L__ 2.�• .
<br />ROUNDED CORNER • ENDS Or PANEL'S r,
<br />ENO CAP W( HEMMED E0G'E. RO -h" HEADER � "l 19ADEII �J ANGLE �i!) ANGLE WITH STUD 4B ANGLE WITH
<br />—t YAM E71i 51 � 0
<br />�_, Q 06 w. P 1. 374' .374'
<br />TYP TOP W" - M. .0e6• 'SD -
<br />I i _ _-_.' 1 Ma, , 0 PANEL 166'- 1_ t , ,,88'- __ I 310' 75'' , S e- FATED TD
<br />I 4 1
<br />1.407'1 D6]' 625' 1 3'5- ']� ° A , 1.270' 65e' i6A0' ANGLE W 12 In, OC
<br />1 .. �. r 117771'''11�IIf 187I
<br />' .. J \1..3' I.JIJ' G,I t.671 O4 A t.500' r1---I
<br />5/16'. NOR[ 10R , 1 .COST' 4j• 1015•
<br />MAT' PANCON A, AT-.tli7-- r .1 1 , - N., 75' I OBO L_ - 1 I 75p•
<br />n 71
<br />I - - INS' l 1 �' - _
<br />7 D00' �/ KEY HOLE WASHER _ .e2s:6 2.000• - 'AI".)
<br />_ (p�• _ ` © "f" TRACK ANGLE 6i 3JV Wr TRACK (7) FLAT PLATED
<br />GD36' (Nn,) _ - OW WITH STUD
<br />GALVµl2CD _ 144.0 IIpNMWIl U14",
<br />I - •� EP A: T. /11 ,
<br />W. 15' COMIC n !!y't ✓ +
<br />375`• -0 BTi'• L j \Lee]• y�`t;:' \vCENSf •.,9 •"s
<br />I _� '�f ' Np.44T67 _
<br />-1fL' '
<br />T E-�� y * ; 1R ''R = FLORIDA BUILDING CODE H(h Vetocil MurNconW Zone)
<br />ZAIAA'C W .KEL TW' IIITnOM
<br />Ix12 - _ , LouW Pµ[L STATE ;' I 4e1n9 nTva 4VC 20 GAGE GA/VANIIED STEEL STORM RANEL
<br />PLATro MNG NIP Z�-. yyy„ r.
<br />i.So' Its _ _ in7; E. :'4.
<br />1000 -
<br />A KEY HOLE O,e'•. C0R1J. �T. �- ------ 1
<br />© �'''w,Fs " ' GLOBAL PROTECTION PRODUCTS, LLC.I or/»/2ol0
<br />_ ,_, AT PANEL ,,N1o11t %�IL��ECO °R
<br />�IIIIIIIIH ROM, $IF 5I STREET
<br />© 2."X7"X1�4 - - TIIUT/�S,[ Ma NI 1:0z"M coMP GYP. n ss5,.
<br />NTFSIOUtMLY, RISC R,NC CAJI W/ON NOW 20-176
<br />E34TCE2L`t)R_�L]X1,8 MONOLITHIC WI W/ AD1X ON,OI j �-- AWN - a rM.- MNR»L n A`II -_ Iw,DIK- (6s.)ee9-T].], FA' (IS.RW9--17P7
<br />J - UW .,,•.tT1,,,
<br />, 7/r•9.3/32' AAS-ER (STAMLESS -'T G-D006>IE A»M� "°
<br />Tim. of Ni P,AT{D STCELT. PC LN./5KW1JM/Grr r.LRX A "O.T h.. PC aL11-W -
<br />• UFl T a r
<br />ASr1ALIATIQN DETAILS FOR REGULAR PANELS() & U DET� FOR INSTALLATION IN JCR ,
<br />IN 0 EXISTING POURED CONCRETE OR CONCRETE BLOCK[ STR UUM E 3' Q �
<br />rAu-IN W PAARIAATE 1EMM1 Io. ,/.'.-E9.1/.• u VA�I �--i _LIFE SAFELY AW E_Z H#11Si MM PA LQ. SYSiEIFI
<br />PµC1Awa nus oP a MR-IXIIP 00. " ILMOT�A`cNO' i' II'uf i'S•'" -
<br />•IRE 004MLRE ON SNFr e • r) A9:ETS • TM(WI 9) 1• F`
<br />_.1 _-'YX..-
<br />rrI M
<br />1
<br />CONCLOSIRETE
<br />I4agEv ' 1 (O �:J ( r IArI IIRP �n
<br />F D A 1 i ; m.+n LMFO7q.
<br />1 I v 4
<br />A I - CXI$TNG POURED I t ra..i,,: F Y "-T IT,
<br />1 , CONCRETE OR 1 - - .n. : ( N „Y ,....� - - „ , I-
<br />1 I 1 CONCRETE BLOCK. I I Fri 1,
<br />I ' REOUNEO I 1 (i ro ;,.. _21 ' `mow - - - -- J
<br />I ! ; ; CASE A IPLAN) �• ' Y r' - Sf,A ;, `. - I.-
<br />!
<br />I A
<br />i _ +'r-]o.r Ms. 1 i I r1 CASE B (PLAN)
<br />c-iw---•� i�iAEAOen,ld -- A ( ORVITIM . -1 OFRFyor _ 7- SGR•'1G 1 ,.
<br />i ----' --I - I m ScnrUlAl I 3 , --C-_,=. 1 mi ll I V In
<br />sp•AAt I r.•) I AI FOR � — nw i 01 ,y .:t`• — `+Me -0
<br />1 9 I 1 1 - I �I•ww M IuwnN �""_
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<br />�- TRIM- * y(w "'
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<br />1 _-_ • 1n- oc I T mu
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<br />A '
<br />A A N.:' w .•Ao PM»c, ate.,
<br />OAT, AG POURED E D 1 I IAa�Ire r., rm .w
<br />wwmINVIE ON 9- i CAST C_( LAN)
<br />MFOIAIKED 1 EXISTING POURED O,I. I , iCAE T/'e CASE D 'Ll►N)
<br />1 CONCRETE OR m,WRw.9..nL SVLL 3/,e—�-
<br />/ CONCREIL BLOC$ ��� ti-I11t : 15
<br />I RfWRaD ' I M /Arni/tY Irt>VIIRT°R, ,M„R Fwlw w "•-'-"1
<br />OF,, 9 M PA LUMCE ... -.. I L I- F a/a MW M, • r OC .A»N.n , 1b�oA,rTSI s .. �1n'»mMpa -
<br />RMAE ID AND AIF1.WiF CONCRETE IVOC11oRS 4 ._ Mn-- ,»yM,r!MP,•O,Mr` __
<br />PLUS GAT C/ IM- W1 (SEE 1tlKO,Ar ON -
<br />Lirl SCWrDU.Ls OM - '
<br />i -_ - _-
<br />F 9' .J-_-- --_
<br />sHaTS e • v) WALL MOUNTING (D.M.) v+ccTs ° HROLw �)3UILD OUT MOUNTING - _ _..
<br />I
<br />SECTIONS 5 f 5 SECTION 7 i aR `
<br />SCALE 3111 ,, SURE 1'B- --All^' .wl,. n.TJn,A• erI,.IH G R f 1 «1I(/y
<br />I 11PDmS MOM)
<br />FDGC or "WNG I .r-"Mi, I(9' Iw�.uAi 4
<br />• NEW I. 1XIOf . VARIES M 1/B' E.D. -EDGE DISTANCE ,,- Ir«a Pa oP .Mm,I
<br />ORENNING THICK ALSO. TUBE OR I` . . (SEE SCHEDULE ON J o'® CASE i (PLAN)
<br />EXISTING STUCCO/ 'vT WOOD PLATE SPACED - .1 iHEET$ B k 9) /-'-� SCALE T/,t-`'
<br />M00D BANG 1 \
<br />--- J
<br />• NEW I' WIDE . VARKS , 1/4- , I 1 NOTL�D.w COA91NA1)EIN OF SF[T19Ejg:
<br />ft- TUBE OR I- . VARIES A ��-
<br />P F WOOD PLATE SPACER I TOP k BOTTOM MOUNTINGS CAN 9E
<br />BEHIND FRM!1` 1 COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN)
<br />CaNU1ER ANp,CRS I INSTALLATION SEAL 3/16-1'
<br />(SrL SCHtaIE tX1
<br />SHEETS a 111pZ 9)J , -,MCI( Cn,It , ./
<br />ki , ` A c� f' 1Ep A T/(
<br />1 (1l'vg
<br />1.
<br />G6'ING POURED . -„A, � 0-- W r ,f' �•''' '•• ✓ Tt, FLORIDA BUILDING CODE (High V•locilHurrlcone Zon
<br />—e6RnYF[ JFY/ps _ - CONCRETE OR - +sAm Me1Un rp M
<br />Ole saWewl 1 R/2- M:A C'ONCRETE BLOCK u.ML AC aura `IMr Z v2a70 rlRCo. R1c r.
<br />w °aF r W 9) 3' Mo. REDUCED T-.1 ,<nr c i NO 4416% ? 20 GAGE GALVANIZED STEEL STORY PANEL a,,,, v,
<br />XB6 ,SECTION X-X B o ; W _ 2 (.. _-. _ _—_ a7 w»ro
<br />SCALE 3/e - _ __. "`- GLOBAL PROTECTION PRODUCTS. I.I.C.
<br />pFTA(L_FOR SPACERS REQUIRED AT TOP OR -•. 5 TE 06--" 2`-� -•- '' 1 L E C O FIRE . , Capp sW, $, mu, vAR`
<br />Off' ' F 'RID* I^T`2D•e� f NOF rHW M-CIO COW�,(RT %.r. R x,3,A
<br />gQITQlt TRACKS ADJACENT TO S UCG4 OOD BAtlOS ,,�6JS . 37 IM, M w :n oHaL rowlew-7a.s ,.)6M-eNeF 20-t76
<br />`hrr,�. AL.'�L,HANuma/u11E --- "•FDA -goons 'T'r,M-7-:.: MIAM-..-
<br />rATFR A ff ,I... P C 't-4W)Gr __ _ __ .
<br />PRODUC I'_;Z'AI.LA11(1N NP0KT110..211-0727.02 2
<br />2.2, TEST REPORTS;
<br />Large missile impact load tests were performed under SSTD 12.99 standard as
<br />per section hFlorida p 6 o 1 09.1.2 of a Flo da 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 %rida, Report # 0814.01-01 dated 03/11/02 witnessed by William
<br />R- Mehner, P.E., Boriz Moror. P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<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. 1123.01-10. dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC 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. 1OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jtidofano, P.E. as per ASTM E-8.
<br />LI-STRUCI .1i ENGiNEERINGSAW.UJ.ATIONS:
<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 12118/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr, P.E.
<br />3. MI 61LEIMPACTRESISTANCE:
<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. WNW LOAIZS RE$ISTANIM
<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 bo as indicated on shoots 5, 9. 10, 11, 13 thru 1(i
<br />and 18 of 18, of Pruduct Evaluation Document (P.E.D.), drawing No. 20-175,
<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 SSTD 12-99 Standard.
<br />0EPLA1
<br />6
<br />l4(%14T•y
<br />' `\CEASE.✓�.
<br />fix' t.-Ails, 44467 ' '-
<br />712 %: 4:jj * -
<br />1� = STATE OF ,'cr ?
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<br />4 3 6 ,4
<br />O � U't�f~`1
<br />1/4, 2/4, 3/4. 4/4. 5/5, 7/5,
<br />1W/10, 2W/10, 3W/10, 4W/10,
<br />5W/10, 61ii h 7W/11
<br />ANCHORS FOR CONCRETE SEE smtoutr ON SHEr75 B A 9
<br />FOR WOOD SEE SECTIONS ON SHEETS 10 A It
<br />__ 2_.__-_. _w C
<br />i �T I Ti. 7- 1 I 1 I T , ,
<br />I
<br />Vii I)(i 'T EVALUATION REPORT N 20-0727.02
<br />_ INSTALL -TION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 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 CHARACTERISTICS AND-_fift-IC FICAT ONS:
<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, LIMITATION$AND CONDMON OF USE:
<br />T1 Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of 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. Product 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. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of TlReco. Inc. (Florida CA-0006719)
<br />Ns v ............. -,
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<br />OrI TLTECO ADMON RECOITi P E. REPORT.20 (GLOBAL PliOf{6WSQN ii [S, L41-
<br />eALVA`OZED STFFL STORM PANEL L DRWG R 20 1701 REPORT # 20-G727 , ,C,� . (0 R t0 ,,�``(`R__7
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<br />BMTO PANELS W/ 1/46-20R1• I
<br />.S�M.S. 9017 W/ 716' . 3/32`
<br />• EA. OVERLAP
<br />'T
<br />(SEE }1 SEC70ONS AS APPLICABLE)
<br />-_L.-L_�LJ....-1- L1
<br />� I .1 , I I CO 7
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<br />��� I o O �O' 118. _ .__. !. 1
<br />Q+©.( +),I J,©Or � '
<br />3- MAX - 1/4, 2/4, 3/4. 4/4, 5/5, 7/5. i--r MIN. ---i
<br />t' MIN IW/10, 2W/10, 3W/10, 4W/10,
<br />SWIM 6W/11 A 7W/11 6/3
<br />ANCHORS FOR CONCRETE SEE SCHEDULL ON SHEEIS A A, M
<br />TOR W00o SEE scmoRs ON SHEETS ,0 A ,I '
<br />REGU.SSQ i�PANELS ,�' dt ELEVATION
<br />2 67-
<br />.._--____J (MN AAOA WP-I,_WM01t VOOI
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<br />?T 1.1,' EN -9 FLORIDA BUILDING CODE (High Vdoclf Hurricons Zon
<br />�:
<br />NO 44167 `a nma w 20 GAGE GALVANIZED STEEL STORM PANEL �r P, B,
<br />.A.: r _'`-* __ - _____------ np9/wTo
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<br />, ,�'•.• .. MIN •, r. r NRA•II, n NfOnL (-quis- INTI. FAY: ro•.R,ee-r767
<br />'A..FSc '..: "� _ MAr A` -1st ti ow....... " c_1 : - I - =r._ - - °RNWc r
<br />INSTALL,ATIQ _MAILS FOR REGULAR PANELS,J) do t1
<br />tNTQ_ EXISTING P_QQ R ._QN�.QEIE�� CRATE BLOCK �TRU�TIIBES
<br />ANCHORS TON CONCRETE SEE SCMEDrLL ON SAW. 9
<br />.
<br />POUR(D CONCRETE POURED cONCREIC POLIRJ corAAtil - r(A III srr sECTIOINS ON SHEET 12
<br />OR Et[ CONCRETE CW. TF HLnCk 3' No. 7 W 3" 4m
<br />w" W
<br />Yin. (AMN PERM -1 MaIL VALLIT) '� M,n REO(!INL➢ REQUIRED R(WIRFU
<br />UINED
<br />'ONCe of
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