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<br />PRODUCT' E3,ALUA1ION L ErQRT R1,), E®-0728 D1 .2
<br />EWDUrT P:YA r(ATLON LbDzL ,vD 204726.07 3
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<br />TILLiT TESTING III ENGINEERING COMPANY
<br />2.2. TEST FREPORTS:
<br />L MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />_
<br />wars FR A. TTLLI7 rn , rE. Tilfe Dt:QRm
<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 />ILP.6.1I:2. P A414T
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />9
<br />sheet 1 2 and 2 0 26 of Product Evaluation
<br />n 2 f d t a uation Document (P.E.D.), drawing
<br />AL CA U.-N„-000o,19
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20.176L Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />Testing, inc., Reports # 96-509 dated 08/0911996, #96-570 dated 0911811996.
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20.176,
<br />PRODUCT 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 04/18/1998 and
<br /># 2126 dated 10/06/1998 witnessed by Gilbert Diamond, R.E. and Report No.
<br />7. LIMITATIONS AND CONDITION$ OF USE
<br />REPORT NO.: 20-0728.01
<br />0219.01-09 dated March 4 2009 signed and e
<br />9 seated by Edmundo Largo spade,
<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. 9CM-197 by QC 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 Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr„ P.E.
<br />PRODUCT SUB -CATEGORY: Stone Panels
<br />2.3. STRUCTURAL ENGINEERING CALCULATIONS"
<br />On 20 Gage Galvanized Steel Stone Panel for maximum panel length vs. design
<br />T2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<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 />defined on section 1620.2 of the Florida Building Code.
<br />MANUFACTURER: GGk&alProtection Produsia LLC-
<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 />4800 S.W. 51 Street
<br />section 1616 of the Florida BuildingCode. Calculations Prepared by Tilteco, Inc.,
<br />wood flame structures.
<br />Davie, Florida33314
<br />dated 11103108 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />I. OF EVALUATION'
<br />MBI IMPACT RESISTANCE:
<br />3.lNE
<br />Product Evaluation Report prepared by Walter A. Tiliif, Jr., P.E. (Florida License
<br />-PURPOSE
<br />This is a Product Evaluation Report Issued by Walter A. 71111% Jr„ P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20.3, Method 1 D of the Florida Department of Business and
<br />Professional
<br />4,_WIND LOAD$_ RESISTANCE:
<br />y115�1„it1N,�FNMNf
<br />, ,�0SI A 71f,"I "'
<br />;
<br />Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain winds
<br />9
<br />0 ,x; JCENSr-•
<br />This product is being issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall boas indicated on sheets 8, 10, 14, 15,
<br />_ - ', 1%
<br />'io• 44167 : __
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />,---- -,_—
<br />__ ,* ; * is
<br />Florida BuildingCode, and to verifythat the product Is for the purpose Intended
<br />p p
<br />20-176. Maximum Anchor Spacing shall be as Indic on sheets 8, 9, 10, 11,
<br />14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.),
<br />L � �;P-a • STATE OF
<br />"°1
<br />at least equivalent to that required by the Code,
<br />drawing No. 20.176.
<br />B �}
<br />/' %30,c - !T10RID11 O,
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />All. QNAL
<br />a Building Code change that may affect Its limitations and conditions
<br />$INSTALLATION'
<br />eunnNll
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED:
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />WAT¢.L
<br />D:1 TILTECO ADMON RECORDS 1 P. E. REPORT-29 N GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />2.1. PEWDUCTEVALUATIQ-N_DOt UMENT_(P.E_D.1:
<br />(P.E.D,), drawing No. 20.176. Minimum separation to glass shall be as
<br />GALVANIZED STEEL STORM PANo.tDRwax2D.T7s1REPORT!r�r2am
<br />Drawing No. 20-176, titled ° GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets S. 14, 16, 25 and 26 of 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 Na, 20-176.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part�0 1l��sNM
<br />Evaluation Report. �xay�tR A r�jIF
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<br />- No, 441t7 =
<br />_—"-167
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<br />1 tf STATE OF Z
<br />,dr'-, FCoRV© • \1 S*r
<br />�%�.ze �, 10'S/�AIDP•�,�<F y
<br />Street Suitt30
<br />6355 NX 36th S t) I
<br />�hne S/O4 -E &
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<br />,Miami,}T1Drida3316tS-1'hone:(305)$7i-153 ��,Rt,,Nl,oll,'
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<br />2MEB& NOITES:
<br />X Amer GeL,r.aWan Mom TllJatw 9aNELs)
<br />I STORM PANE- BOOM ON IHNs PRODUCT EVALlYIiItNN DOCUMENT DIED) HAS BEEN VERIFIED FOR COMPLMAGE ,N
<br />ACCORDANCE WITH, THE 2020 Inh EDITION) OF THE FLORIDA 9UIDINC CODE
<br />DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 152o OF THE ABOVE K"TOND) CODE,
<br />FOR A WIN) SPEED AS REQUIRED BY THE JLIMSOCTON Wf1ERE THESE SHUTYERS *ILI BE INSTALLED AND
<br />FOR A DNECTIONAITY FACTOR Kd-085. USING ASCE 7-16 AND SHALL NOT EKCEFO IMF MAXIMUM (AS.Q )
<br />PRESSURE RATINGS T 7 4 I' t i oESHG7+ Gs INDICATED +M SHEETS T+RU 12 1 S, 8. 9 A 20.
<br />N ORDER TO VERIFY THE ABOVE CONONVN. ULTIMATE DESIGN RING LOADS DETERMINED PER ASCE 7-T6
<br />SHALL BE FIRST REDUCED TO AS DESIGN WIND LOADS BY MULTIPLYING MEN BY 0 6 N ORDER TO
<br />COMPARE THESE W/ WAY (AS.o) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 17, 14, 15, 16. 19 A 70.
<br />IN ORDER TD VERIFY THAT ANCHORS, ON THIS PEO AS TESTED WERE NOT OVER 5-itESSED. A 33% 94CREASE K1 ALLOWABLE
<br />STRESS FOR WINO LOADS WAS =F1 USED IN THEIR ANALYSIS. FASTENERS SPACING 10 WOOD Wt5 BEEN DETERMINED M
<br />ACCORDANCE WITH NO.S, 2018.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WAND RESISTANCE HAS BEEN NERMIED IN ACCOROAKe WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENC.INEERN+G A T'ESTRO INC. ROPORIS 96-569, 96--570 S 96-T30 AND
<br />FENESTRATION TESTING IASI INC.. REPORTS /2032 NM /2126 . AS PNOIDGMS TAS-701, TAS-202 AND TAS-203.
<br />AS AS T1- , , W€TAS 0 STANDARDS,
<br />RKA4 EST wJ1H #SOUTH FLORIDAFLORN7,A AEPORI r02 9.Q 09, AS PER AS 20 . TAS 207 AND
<br />2 ALL ALLMNUM CKTRUSIONS TO BE 8057-16 ALLOT AND TEMPER. (UNLESS OtHERWISE NOTED) SEE SHEET 1
<br />T T All TI.M/MlNUN sNEET 4EEAL USED A CLO5L1RE5 SMALL HAVE. 3105,1414 ALLOT.
<br />A ALL STEEL SHEET MEIAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTN A-65J COWL 50 LIINIMU4. w-W
<br />CALVANIED STEEL. DESIGNATION W/TY. 58.S M (AFTER ROLLED;.
<br />5 ALL SCREWS TO Of S7MNL"i STEEL 304 OR Ti6 NSt SERIES OR CGRRO%LOI, RESISTANT COATED CARBON STEEL AS PER
<br />DIN 50018 W/ 50 kAi "ELO STRENGTH AND 90 M• TENSILE STRENGTH a SMALL COMPLY W/ RORTUA BULGING CODE
<br />SECTION 24113.3.4.
<br />6 BOLTS TO BE ASTM A-307 DALVAMZE'D STEEL., RPM ASI 304 ]SERKS S7NNLESS STEEL WITH 36 kP MINIMUM YTEUD
<br />SIRENGIH.
<br />, ANCHORS To WALL SW11. BE AS FCLUOWS:
<br />(A) T9_.gUF1! ,TWRiRS4XKWL
<br />- 1/4-. TAPCON ANCHORS AS MANUFACTURED FT' I. T.W WkDEX, INC (Mm. I'P-3192 P I.)
<br />1/4' I , 7/8' CAJX-TN AN ;HORS, AS MANUFACTURED BY DEWALT INC. (MIN. f't. 30Q0 P.aa.f
<br />- I/*,- A 1/4' SOUO-SET ANCHORS, AS DISTRIBUTED BY ALL PORI SCREW, BOLL A SPECMUY CO
<br />(M- ('c 3000 P"')
<br />- ri4-10 PANELMATE FEMALE 10 A PANFLMATE PLUS ANCHORS. AS MANUFACTURED BY CLOD CONSTRsAnUN PRODUCTS
<br />(MN- I 3350 P.4.,.)
<br />- 1./4.0 CF TAP -GRIP ARC+OORS. AS MkrLUNACTUNED W TRU-FAST CORPORATION (!'R-360G PAI )
<br />A.1) MINIMUM MINDNENT OF TAPCON ANCHORS INFO POURED CONCRETE SHALL BE 1 3/4'2- FOR PA4ELAMHE FEMNF
<br />0 040 PANEENLTE. PLATS AND I I/A- FOR CF TAP -GRIP ANCHORS
<br />A2) CAL( -IN A SOUR -SET ANCHORS SMALL RE EMBEDDED 7/8' WTO THE POURED COHCAETE NO EMBEDMENT 1N16
<br />STUCCO SMALL 8F PERMITTED 1/4- •-20 SCREWS USED SHNS BE I 1/2- LONG MINIMUM SHOULD STUCCO EXIST,
<br />Nm FOR w WRH AND MINT BF H s OR T+NNFAEEO SCREWS W PT MINN4UM AIL, NO STUCCO FAM.A SCREW ALL /A FWD.
<br />NUT
<br />'ATFHI WING NUTS.
<br />4,31 IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD DCIAROS BE FOUND ON THE
<br />04SIiNG WALL OR FLOOR. ANCHORS SHALL BE LORD INC'" TO REACH THE MAIN 5MJVURE BEKIND SUCH
<br />PANELS ANCHORAGE SMALL RE AS MENTIONED IN A-1) AND IN A,2).
<br />IN) z "T501'p �aN�'•`.`F gy„n�^'. WALL...hSIN,--C_94
<br />1/A' • TAPCV'N ANCHORS AS MANUFACTURED 89-, T W. 9UL.DEX, MC
<br />1/4" a A 7/9' MX-MN ANCHORS, AS MAMNAMPOD BT DEWALT iNC (MIN. r,-Iboo P.s..)
<br />I/O* X 3/4' SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT A SPECALrY f.O.
<br />(MIN %Fe-iaw P.a.,)
<br />Ill, PANELMATE FEMAU IO MIND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCD CWNSTRUCIKIN
<br />PRODUCTS (NON. r_n71 P.,.,.) ,uLV
<br />1/4` a CF TAP -GRIP ANCHORS. AS MANUFACTURED By TRU-FAST CORPORATION �'(1
<br />B I) MINIMUM EMBEDMENT UT TAPCON ANCHORS, ELCD PANCALATES AND CF TAP-GFG'P ANCHOR, IWO IHE P''
<br />BLOCK JNR SHALL BE I 1/4'2'.7,ce•.P'•
<br />8,23 CALX-IN a SCUD -SET ANCHORS SHALL BE EMIBFDOED 7/a" ALTO SHE CONA'N
<br />CONCRETE BLOCK UNIT. NO 's'TU INTO STUCCO 9 WA 9E PERMITT€D. 1/4• I-20 SCREWS USED SMALL BE 1 ,/2- LONG MINIMUM S. CD
<br />EXIST, AND I" MNNAUM NOR WALLS WTM ND Mom 1 •Q, -
<br />(SEE 50901" ON
<br />mom a TMRRGII 1)
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<br />e 3) IN CASE THAT PRECAST STONE, DR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE.
<br />EXISTING WALL„ ANCHORS SHALT. BE LONG ENOUGH TO REACH 74 MAIN STRUCTURE BEHIN'C SLMM PANEL a..
<br />ANCHORAGE SHALL BE AS MENTIORED IN 9, I) AND IN &2).
<br />(C) TTi EXamw tD_.Ifd01l,_-$PECBTC ^RA NTY : - Oak, WI L
<br />1/4-9 TAPCON ANCHORS. AS MANUFACTURED BY I T W WILDEX, ,NC.
<br />- 04-t0 PANELMATE FEMALE O AND PANEiWTE PLUS ANCHORS, AS MANUFACTURED 9t ELCO CONSTRUCTION PRODUCTS
<br />- 1/4'/ LAG SCREWS PER N.D.S.
<br />- 7/16'NI - b/6' WOOD BUSHING, AS OISTRB)UTW BY 41 POINT St..'". BOLT k SPECUILTY GO
<br />C 1) MINIMUM. THREADED PM1AAIn4 INTO *000 OF TAPCON ANCHORS SMALL BE 1 1/2- AMC 2- FOR ELCD PMOAATE PLUS
<br />AND PAN€LNALE FEMALE O.
<br />I.,
<br />MNMJM ON INTO
<br />RATION INTO •.) PENETRATION Rio STUCCO 5HW.,. BE CONSIDERED AS PART # ��p REQUIRED THREADN PENETAAnM1. THREADED
<br />C 3) MINIMUM EDOL DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THE ORIMNC
<br />C.4) MINIMUM PENEIRATION OF *DOD RUSNKAG SR41 BE 511V 1/4' 0-20 SCREWS VSM SMALL IR I i/2- LONG M9NAIUM
<br />SHOULD STUCCO EXIST. AND I• MINIMUM FOR WALLS WITH NO STUCCO.
<br />CS 4N CASE i OR ANCHORS
<br />PRECAST STOW, CAST CONCRETEMAINPANELS. STUCCO OR WOOD BOARDS ! F(HNb ON THE FJN5TMC
<br />WALL. RAGE SH SNAL: S LONG NEDLGH T1 REACH THE MAIN STRUCTURE BEHIND SUCH PANEL:.
<br />ANCHORAGE SNLAJ. 8E a5 MENTIONED N C. 1), t.ti A C4)
<br />(0) ANCHORS SHALL RE INSTALLED FOLLOWING ALL OF IRE REOOMMI'NDAnONg AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />6 PANELS MAY MLSO BE INSTALLED HOMA MAZY FOLLOWING INSTALLAT10% DETAILS SHOWN ON SECTION 3 THROUGIi 10 (SHEETS A
<br />1NROUGH I) EXCEP1 THAT HEADERS (2} II Q SMALL NOT BE USED
<br />9 IT SPAU BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOIMSTRUCTURE
<br />ORM OF THE STRUCE WHERE SHUTTER IS TO BE
<br />A71ACHED TO INSURE PROPER ANCHORAGE MLX SHUTTER SHALL ONLY OF ATTACHED To CONCRETE. BLOCK OR WOOD FRAME
<br />10 EACH REGULAR STORM PANEL N8'.11 LENGTHS OVER 8'-$ THROUG14 12'-4*.AS PER SECTIONS S. 8. 9 A 10 ANC ALTERNATIVES INY,
<br />9W A IOW ON SHEETS 5, 6 A 12 RESPECTIVELY: SHALL HAVE A LEQBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR
<br />TENANT TO SECURE PANELS VOT14 APPLICABLE REINFORCEMENT "NO RD"= OF HURSOME WARA9NG
<br />(I THE ISTNTAi10N CWI%%C,TQN IS TO SEAL/CAULN PLL SHUTTER CamPotim EDGES WHICH ROAM" IN CONTINUOUS ±ONTACI WITH
<br />THE BUILDING TO PREVENT WIND/RAIN MNTROSION,
<br />12 STORM PANEL INSTALLATION SHALL COMPLY TURN SPECS INDICATED W THIS DRAWTND PLUS ANY BUILDING AND 2ONING BETA""-S
<br />PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />I3. (a) THIS PRODUCT EVALLNTON DOCUMENT (P.E.D) PREPARED 5Y THIS ENGINEER 15 GENERIC AND GOES NOT PROVIDE 44PORMAiTON
<br />FOR A STrE SPECIIC PROJECT, - WHERE ONE SITE CONDITIONS DEVIATE FROM THE PE.D.
<br />(b) CONTRACTOR TO 9 F N SELECTION.
<br />1# RESPLX4H 4E OR E SELE+.. PUM44RFROM
<br />AND INSTALLATION DETAILED
<br />O 11iE SAETY MIE THIS PRODUCT
<br />CONS ON OIS AE.D. AT SITE 14!TW C WOES NOT 9fNATE :ROM THE CONpi'fID1A5 DETARED G'I THIS DOCLiMEHi
<br />CONSTRUCTION SAFETY AT SITE t5 ria CONTRMTTOR'S RESPONSIpnY
<br />W THIS PRODUCT EVALWATMON DOCUMENT WILL BE CONSIDERED IMAUO IF MODIFIED.
<br />Ill SITE SPECIFIC PROJECTS, SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME TAG.
<br />ENGINEER Or RECORD (EOA) FOR THE PROI€CT AND WHO MILL RE RESPONSIBLE FOR THE
<br />PROPER USE OF THE P.ED. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER M THE
<br />P.EO ENGINEER, SHALL S~ To THIS
<br />LATTER rHE STE SPECIFIC CIRAWTnGS FOR RENEW,
<br />(0 THIS RED SHALL BEAR THE DATE AND ORRW*k SEA. AND SfCMlVRH OF THE PNOPESSiONA,
<br />ENGINEER Or RECORD THAT PREPARED IT
<br />14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />PANEL SHUTTER N ACCORDANCE WITH SECTION 7702.9-3 OF FLORIDA BUILDING CODE.. ONE LABEL
<br />SNAIL BE PLACED toll EVERY OPENING. LABELING TO COMPLY WITH SECTION 17a99.2 OF THE
<br />FLORIDA BUILDING COX
<br />MIS DRAIMING SNMl ONLY BE USED 1O
<br />IMMLyy,- OBTAIN FERMIS IN THE STATE OF FLORIN
<br />INSTALLATION INSTALLATION DETAILS FOR REGULAR PANE{, 1} dE _1a
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />CONCIRM NORM
<br />cm SCHEDULE ON - -
<br />5HQ75 0 THROUGH 9) '_1 -.._.__E.D.-"-. f.a+CACN A= a-
<br />E7[iST9NG POUREp _
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<br />EX6,NNG POURED r.. �. _ - _. - - __
<br />CONCNE7E 11FDOR[O;
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<br />TOP A BOTTOM EOUNTNGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />/ J0 I ILI ECO
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<br />TILLfT TESTING & ENGINEERING CC
<br />22, TEST REPORTS
<br />Large missile impact load tests were performed under SSTD 12.99 standard a
<br />w=FRA. TTLLA r1L,RE. fil 'Cam
<br />PRODUCT EVALUATION REPORT
<br />per section 1609.1.2 of tt3e Florida Building Code. Uniform static loads as per
<br />Pl.pr T,z r4aHa 44L6T
<br />FL4.A. Lkwa X Na. YXH6119
<br />Section 1709.8.3, per ASTNM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Raip�rt # 0814.01-01 dated 03111/02 witnessed by William
<br />REPORT NO.: 20-0727.02
<br />R. Mehner, P.E., Boriz oroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />DATE: July 27, 2020
<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 />PRODUCT CATEGORY: Shutters
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />Gonzalez' P.E.
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />Tensile test report No. DCM-198 by QC Metallurgical, Inc., dated March 13, 2009,
<br />PANEL
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as
<br />per GEC Metallurgical Report No. I OKMA 318, dated December 1, 2010 signed
<br />MANUFACTURER: Global Protgf'tiDr1 Proiiets. LLC
<br />and sealed by Jerry Jaclofano, P.E, as per ASTM E-8.
<br />4800 S.W. 51 Street
<br />2.3.
<br />Davie, Florida M14
<br />STRUCTURAL ENGINNNNEEWNG AL all AL .1 DAM
<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 />1, PURPOSE OF EVAL
<br />EVALUATION:
<br />UA—
<br />length based on rational and comparative analysis, and in accordance with
<br />This is a Product Evaluation Report Issued by WaRerA. Tillit, Jr., P.E. (System
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilteoo,
<br />Inc., dated 12/18/10 and OB127113 (for this revision), signed and sealed by Waiter
<br />ID # 1906) to the Global Protection Products, LLC; Rule Chapter No.
<br />A. Tillit, Jr., P.E.
<br />61G20-3, Method I of the Florida Department of Business and
<br />Professional Regulation.
<br />,N1$$ILE IMPACT RESISTANCE;
<br />This product is being issued an Evaluation Report as described herein, and has
<br />Large missile Impact under section 1eO9.1.2 of the Florida Building Code, as per
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the been
<br />12-99 Standard and TAS 201.
<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 />4. WIND LOADS RESISTANCE'
<br />This Product Evaluation Report shall be subject to review and revision in Case of
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />a Building Code change that may affect its limitations and conditions
<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 />EVIDElr10E 8,IBMITTEQt
<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. 20-173.
<br />2.7 PRODUCT EVALUATION DOCUMENT (P E.D.).,
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />Drawing No. 20-175, titled *24 GAGE GALVANIZED STEEL STORM PANEL',
<br />work as a non -porous storm shutter assembly, as per SSTD 12.99 Standard.
<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 inte$1 it1s18t liF$f�f�s
<br />Evaluation Report. A.TE ."r ,
<br />11M1neNN
<br />►`�" I A recur
<br />4j. ✓i
<br />��r", \� BEN ' `' r
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<br />_� STATE OF
<br />-- 0fi •, FIORIOP. -O�
<br />s : S TE OF •
<br />,�,, .!20RidA C���a
<br />fi3.5 N•W. 36th Street, Suite 305,Mia ni, Florida 33166 -Phone: (305) 871-1�"Sikiptq[,3'O��A$9'�I-I531
<br />`►+i►fS ON�A11�M N.n,
<br />f/jlfillrlll1,1111*
<br />COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS
<br />(SCALE 1/2mi')
<br />IS19B' (TOTAL WIDTH)'___. __._ _._ __ _... -_---IS.19b' (TOTAL WIDTH)- .- --_ __
<br />,12.500' (EFFECTIVE WIDTH) --- -- -- __-_._-__-. --. I'I.
<br />I.... ._, _.. .6 1/4'.. --.-- _. -- ----.. _- _ --6.250"- _-,_.___-._ . _-
<br />- 1.3*IND• .--,-T,35o`--'. -_ 1.3-rD' - ♦ ,300' " , SIX)'
<br />I 11,-.-.1.550•-^ \. 0.03a' M9I1. TACK I.350' a. _1% E
<br />STEEL
<br />.. Amu A-6S!FIN
<br />.0 MidT FNENaJED ,. ��:;++/,. 2.i757• 0 - �+ Jl►� 2.65Y G-6Q V. •/ 1," CN:VANFEED STEEL EDGE GO EDGE\ `2.000'
<br />'!
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<br />. *!TYP ASTY A-657 7' 2.000'
<br />` :Y. `GRADE 50 AWeMUM DETAA AJ ' -NcrAL �� /I
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<br />0-60 OALYt...
<br />AL A 48.13' [` -, 46.d
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<br />(Dt W9211L PANEL a END STORM PANEL
<br />-1
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<br />PANCL Y IWO LW fI _ ! I ( /L a � .125'TN" / 72E
<br />t 4`e-26.
<br />-_ __ TOO' -..750' --
<br />W/ NEMNEA L7TGE. - %. s' , 1.250' '-' 304 SAL SM S'ilw3
<br />I _IW` A a. , ( - �,!.125' -SO STW RNRTFII S.S. STW wifTE71 ",:750••-
<br />_ -/' K.91TTr ,,, I A ". 4 i I 0 A/4C. e W AMIAE e T
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<br />.` '3.375'
<br />/j A' ,ys;!' -093' ,D9}°I� 2:MX1o' 16tM" ��1500"
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<br />.375 I
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<br />.. - I.... T l rn / ', R _.30•� - - 5• Ma,. _ _. _ - .1.S00`. - L-1.500•_-i
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<br />iSO EIRIC VIEW DETAIL A / i•_-2,0DD'�1 i--2.000, -
<br />ROUNDED CORNER TENDS OF PANEL'S /;�
<br />END UP wHEMMED EDGE.(N.T.$) c( "h" HEA_OER (�() *LW HEADER ANGLE 4t4R ANGLE WITH STUD 4@' ANGLE WiTH
<br />: p�•LA�p�� �•�4��
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<br />I.. .__-_.T VANES
<br />SEE DIET,
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<br />- +'
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<br />E'EN � _T 40' R i.1Y5- 1/4'e-20, 304f .4Q7'1 683'.. 375' :.. .' _ ,840' •-Y.SSTUD IW,Erm TO
<br />N�1ANGLE 1 12 1/r 0i
<br />625'
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<br />ft.500'.16'A
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<br />7OD4• a KEY WAS `_______-
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<br />'\-
<br />.a63
<br />0.036- (Mm) - 014' r
<br />NMN WITH STUD
<br />GALVANIZED STEEL = -) i, ;•34+'a 1 d� N+�
<br />71
<br />V. ,s to-* �_�r� �Q� VCENgF T
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<br />.375'a iS8'a 875 2
<br />' - j { -N : No. 44167 1
<br />3i5
<br />T. _-_, 1-- c *' * "* I FLORIDA BUILDOLD CODE W h VelocityHAI cam Zone l
<br />a --NIGNEL
<br />__
<br />��//INM4AGC -
<br />P .4.$D't32S .. I a73" PLATED WING NUT -ET7Q IDF aAH0. s STATE F •:� amo 1Y)YC9, INC 20 LACE GALVANIZED 47fLL STORM PANEL YP
<br />�A 0i, 0 t
<br />- KEY HOLE , • • -"
<br />AT PANE A1�, a 1p ' -, / r/K � GLOBAL PROTECTION PRODUCTS, LLC. aW b,Tg•
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<br />* 7/a'M3/32' WASINER (STAINLESS CA-6IWBF19 w aX. aKM"s.I M,
<br />STEEL OR MCKEL P,ATEA STEEL.). L %MAYER A I1U17 dr., Pi P'9 W° - LOT, Y OF N
<br />7
<br />INST•ALj,,,ABON QUAILS
<br />FOR RE,rIULAR PA14
<br />LS -jI A iU
<br />END CLOSURES DETA S FOR
<br />INSTALLATION IN POURED CONCIVE.
<br />E i�= OR WOW
<br />INTO EXISTINGGN POURED CONCRETE
<br />PAIL µl04 P NOU IC TAP` I'�
<br />OR CONCRETE
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<br />TOP 6N BOTTOM Y CAN BE
<br />n 1�. cpxcRETE
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<br />NNu N
<br />WAY TO
<br />COMBINED IN ANY WAY TO SUIT ANY£
<br />E (PL!N)
<br />0 ff--+, i INSTALLATION.
<br />a1 r SHEETS 9 4WIOUGN 9}) - I IRACR C.M- IN
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<br />FLORIDA BUILDING CODE High Velocity
<br />r Aa,' ,M,, M, _ --
<br />C17NDRE7E ,7R` W+W Woors ,9oTM H r
<br />Hu carts Zone
<br />(9a RMIpAL 1 1 2` WR
<br />TN 1A[C, R FT,I3/ M.
<br />CONCRETE BI.OGN - ' NaNIL WATLR- VIVO NOCHI 10 "MA4a
<br />REOWMED, 14M.'s ~. No 44167
<br />Pa0t0 tR1g9..G.
<br />FP.
<br />2D GAGE GALVANIZED STEEL STDWI PANEL DROP
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<br />SfCiION
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<br />L PROXCTiON PRODUCTS, U.C. ,ATE
<br />DETAIL, FOR aPA EC RS REQUIRED
<br />AT TOP OR
<br />_'
<br />9os'•.
<br />y�y, 37 ,,ET
<br />A F AiOt ,.-
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<br />5. INSTALLATION:
<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. 2047S. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 15, f 6 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />MATERIAL CHARACTEMSTICS AND SPECIFICATIONS
<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 />W.
<br />'
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />O
<br />10
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<br />7. LIMITATIONS AND CONUMQNS OF USE.
<br />1c
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<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />vA
<br />-moo
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />n NR
<br />as
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. THIN, Jr., P.E.
<br />3
<br />7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONE
<br />as
<br />E
<br />as defined on section 1620.2 of the Florida Building Cade,
<br />fs
<br />CJ
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
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<br />Product Evaluation Report prepared by Walter A. 7111t, Jr., P.E, (Florida License
<br />No. 44167}, President of Tiltecc, Inc. (Florida CA-0006719).
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<br />1/4. 2/4. 3/4. 4/4. 5/5, 7/5.
<br />iW/10, 2W/10, 3W/10. 4W/10, 8/5
<br />5W/10, 6w/11 61 7W/11
<br />Y VAXANCHORS': FOR CONCRETE SEE SCHEDULE ON SHEETS B A 9-.- - _. -_ r MAX
<br />-_I• Met ,,,,-.' __.-__.- MR WOOD SEE SECTIONS ON SHEETS 10 it 11 .. -."-IT MN,
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<br />5W/10, 6W/11 A 7W/11
<br />`- _ __-... ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 6 A 9 __.. .. _ _....
<br />FOR WOOD SSECTORS ON SHEETS 10 A 11 EE '
<br />REDULAR.STORM PANELS Ci) dE &E,LEVATION
<br />N.T.S.
<br />267' I/4- Mon. GAP
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<br />NO 44167 `�'0° "` 20 GAGE GALVANIZED STEEL STORM PANEL �iD e,.
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<br />N.T.S. 'it .o': ATE .•4A, t 1 L t E C O I N c. GLOBAL PROTECTION DUCTS, U.C. °NnIMM
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<br />DETALS FOR REGULAR PANELSPE
<br />CONCRETE OR CONCRETE BLOCK
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<br />STRUCTURES
<br />ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 9
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<br />f.*0- �}GENS -A' 9
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<br />TOP A BOTTOM MOUNTINGS CAN Of
<br />No,44167
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<br />�rIr /r L PROTECTION PRODUCTS, LLC.
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