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I I L I ECO mjZ�-
<br />TILLIT TESTING & ENGINEERING CC I
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<br />WAT,THR A. T7LLrr, JR, F.E. ef.v
<br />21N.�@
<br />I ItCOrn
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<br />44'.r
<br />IEL C� 1�- M, W06709
<br />PRODUCT EVALUATION REPORT
<br />IMPORT NO.- 20-072S.D11
<br />DATE: July 28,2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB-CATEGOft
<br />Storm Panels
<br />PRODUCT NAME:
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: QW11:11111-ftillidwalLr��
<br />1
<br />4600 S.W� 51 Street
<br />Cleve, FlarldaM314
<br />I.PURP-OSEOFE &LIAnON,
<br />,
<br />This is a Product Evaluatiorl Report issued by Waiter A. Tiffit, Jr., P.E. ($ystem
<br />10 # I 906) to the G lobal Protection Products, LLC, Rule Chapte r No..
<br />01 G20-3, Method I D of the Florida Department of Business and
<br />Professional Regulation -
<br />This produof is being Issued an Evaluation Report as described herein, and has
<br />,
<br />been verified for compliance In accordance with the 2020 Seventh- Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at least equivalent.to that required by the Code.
<br />, I .
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />a Building Code Ichange that may effect Its limitations and conditions
<br />2- EVIDENCE SUBMITTED;
<br />11. PNDU9T EVALLIAT-10N-DONC-QM,"TjP.EM,U
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL7,
<br />sheets 1 thru 26 of 26 prepared by'rilteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P�E.; dated 07128/2020. This drawing is an integral part %Vulis
<br />Evaluation Report, -,"'I'l,"a"A V""',
<br />�W.'-Or
<br />,
<br />.-I 'EN se .
<br />�- tj04 44167
<br />�
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<br />6355 NX 36th StreetSuite303, Miani, Florida-33166-Phorie: (305) 871-1530-
<br />game& -am.
<br />fliil�MWPANEL 5K)WN MON 11HI$ TPROOV"CTEVAL"VAT'VON DOCUL404 (P,CD,) RAS RDEN VERIFIED FOR CPAFUWfCE IN
<br />ACCORDWOC WITH THE 2020 Uth EDITION) OF THC "IDA SURDIN4 CODE,
<br />DESIGN WHO LOAM SHALL BE DETEENITNED As PER SECTIEW IM OF THE Asow MENTIONED Com
<br />FOR * WIND SPEED AS RMARM By THE JUP450MIM WHERE THESE SKLIMRS WAI SE WrALUED AND
<br />PON A DIFNECTIONALRY FACTOR Kd-0,85. USING ASCE 7-16 AMD VDALL NOT EXCEED THE MMOAUM (A.S,D)
<br />OESON PRESSURE RATINGS INDICATED ON SHEETS 7 THARP 12. 16. Ili, 16, IS & 20.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION, IALTIMATE DESIGN *No LOAM DETERMINED PER ASCE 7-TS
<br />SMALL BE FIRSE'REIAMO TO &SO, OMON VAMP LOADS By MULMY90, THEM By 0 6 IN ORDER TO
<br />COMPARE TWEX W/ MAIr, (ArSt') OLSON PRESSURE RATINGS INDICATED ON SHEETS 7 THRV 17, &A, 1% 16. 79 & 20
<br />IN ORDER TO VERIFY THAT ANCHORS ON TAM P E V AS TESTED WERE WE OVER STRESSED, A = INCREASE IN ALLOWABLE
<br />STRESS FOR WIND LOAM WAS ML MO IN THEIR ANALYS[S. FASTENERS SPACING TO V0000 HAS SEEN DETERMINED AN
<br />ACCORDANCE iWYM ICO.B. "18,
<br />STORM PAWS ADEQUACY FOR IMPACT AND WIND MISTAKE HAS SEEN VERIFIED, IN 0=10FECIANCE WITH SECTION 1626 OF
<br />IRE ABOVE MENTIONED CODE AS PER HURRICANE EMONEERING 4k TESTING INC REPORTS 96-Mg. SIE-670 & 96-730 AND
<br />FENESTRATION TESTING LAO WC., REPORTS #2032 AT 02126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203.
<br />AS WELL AS AMERICAN TEST LAO Of SOUTH FLORIDA, REPORT #021COI-09, ASPER Wi 201, TAS 202 AND
<br />TAS 203 SrAHOAJROS�
<br />2 ALL ALUMINLAO DTIR)SIONS 10 8C 60I ALLOY AND TEMPER, (UNLESS OTMtRMSE NGNEQ). SEE SHM I
<br />I ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-HI4 ALLOY.
<br />A ALL SIM SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY SIM ASTNI A-65� GRADE W MWAAUV G-W
<br />GALVANIZED STEEL CESIONXTION W/FVw $64 kv, (AFTER ROLL40).
<br />5� ALL SCRM TO BE SEAMLESS STEEL X4 OR 3.15 ANI SERVE OR CORROSION RESISTANT COkTED CARBON STEEL AS PER
<br />DIN 50016 W/ 50 k0i WED STRENGTH AND 90 k2i TENSILE STRENGTH Ak SHALL COMPLY W/ FLORIDA BUILDING CODE
<br />SECTION 2A',1,3.3s,
<br />6 BOLIS TO BE ASTM A�W, GALVANIZED STW� GO AR�l 504 SERIES STAINT,Css� ISTEEt, WITH ZS " NWHKMA Yro,D
<br />STRIDIDTH,
<br />7 MMIRS TO WALL SK14L BE AS POLLOWS'
<br />(A) MJX�W JVjXk-qQNrfflDrE
<br />- I /4's TAPICON ANCHORS AS A0,04UPACTORED BY i-TW EYWLOFA� ERC� (EA0- r.-31 W 9,.i )
<br />� ,/41 0 0 VS` CALK-04 ANCHORS, AS MANUFACTURED BY OCW&T INC, (MIN. V-30013 p-i.)
<br />- I IeO * 3/4' SOUO-SrT ANCHORS, AS DISTRIBUTED BY ALL POWT SCREW, BOLT At SPECIALTY CO.
<br />(w", ,It. Ps.4.)
<br />- 014-10 PANELMATE 11MALE to & PAWLMATE PLUS ANGHORS� AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCT--,
<br />- ,(''.111.)
<br />M f;-A35O P
<br />OF TAP-GFRP AWHORS, 05 MIANUFACTURED BY 'TRI-FASr CORPORATION V.-J60 p-.J.)
<br />A.1) WN"MUM EMBEDMENT OF TAPCQN ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'� 2' FOP FANIELMATE FE"k
<br />0 AM PANEMALT-- PLUS AND I 1/4- FOR CF TAP -GRIP ANCHORS.
<br />A.2) CALK -of & SOUD-Srr ANCHORS SHALL BE CwRE,OoED T�B` WED THE, PoPMEG CONCRETE No ENDSOMENT Wro
<br />STUCCO SHALL BE PERMITTED. Ile -20 SCREWS USED SHALL SC 1 1/2� LONCI MRWUMI SUOULD STUCCO ";ST.
<br />s;� M OR ALL IN SC W/O HEAD,
<br />AID 11� MWMUM FOR WALLS VKM NO 1,VO- ANQ MAY BE qEADEQ SCREWS READED REWS
<br />BUT WITH WING NPITS
<br />A, 3; IN CASE THOIT "ECAST SIOKE� PFECASI CONCRETE PAWLS, PAVERS� STUCCO OR WOW BOARDS BE FOUND ON THE
<br />00$EINC WALL OR FLOOR, ANCAORS SHAU BE LONG ENOUGH TO REAC* THE MAN STRUCTURE SEENIND SLICH
<br />PANELS, ANCHORW $HALL BE AS MENTIONED Ift AJ) AMD IN A,2).
<br />(a) M1MMK-QW&XX.QQ6�- .
<br />1/4, 0 TAPPON ANCHORS AS MANUFACTURED BY I, I W BUILD", INC,
<br />- 4/4 I. . 7/4' CAX-44 ANCHORS, AS MAWFACTURED BY DOWALT jMr- JNPL T't-fEEW Ps i)
<br />_ I /,� X a/117 SOLID-S-T ANCHORS, AS DESTROYED BY ALL POW SCREW, BOLI & SPECALTY GO,
<br />(MIN, f'g-HRID P..1)
<br />- 1114-0 PANELMATE FEMALE W AND PAWLMATC PLUS ANCHORS, AS MAN UURED LEE EUCO CONSTRUCTION
<br />PRODUCTS PAW, r-2071 P,*I) 0i
<br />- � 14 0 Cr TAP-GPIP ANCPIORS� AS VANUFACIVRED BY TRU-FA%I CORPORATION -I
<br />.4aO l
<br />SI) MINIMUM EMBEDMENT Or TAPCOV ANCHORS. FLCC PANELMAM AND OF TAP-ORIP ANCHOR. INTO THE '...
<br />BLQEK UNIT 9MLj BE 4 1/4-. $ 1,
<br />92) CALK-W & SOLID -SET ANCHORS SMALL BE EMBEDDED 7/4' INTO lot CONCRETE BLOCK PHP- NO EAA� Z- .1 K
<br />_M "
<br />INTO $TTFCOO.,SHAU� BE FERMETTID� 1/4' 0-20 SCREWS USED 1"ALL BE 1 1/2' LONG MWINIUN 2 ,a 00
<br />IEAGT� ANO I MINIMUM FOR WALLS ifATH NO STUCCO. � -q�_
<br />PROD LLYA���iL 2
<br />22, TW 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 0810911096, #96-570 dated 09118/1996,
<br />#96-T50 dated 09/2011996, all three signed and sealed by Hectior M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports,# 2032 dated 0411611998 and
<br /># 2126 dated 1010611908 witnessed by Gilbert Diamond, P.E. and Report No�
<br />0219.01-09, dated March 4, 2009, sighed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile lost report No. 9CM-197 by QC Metallurgical, Inc,. dated March 13, 200%
<br />signed and sealed by Frank Grate, P.E.
<br />2.1-61-RUCTURAL F-NOIJINEEWRO -
<br />-C�19M�%
<br />On 20 Gage G2tvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maxirnum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />,
<br />section 1616 of the Florida Building Code. Calculations prepared by'niteco, Inc.,
<br />dated 11103108 and 03112/15, signed and sealed by Walter A. Tillit, Jr., RE.
<br />3. MISSILE IMPACI RMISTANCE:
<br />Large missile Impact under section 1826 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4-!WND LOADS."e ISTANCE:
<br />20 Gage Galvanized Staef Storm Panel has been verified to sustain wind
<br />pressures. Maximum Panel lengthshall 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, I 1,
<br />14, 15, 17, 18, 1% 20 26 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-176,
<br />5- STALLATION.-
<br />Installation shall be peTformed.strictly In accordance With details indicated on
<br />sheets 3 thru 7, 1 0 thru 20, 23, 24 and 28 lot 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, 14,16,25 and 26 of 26, of Produld Evaluation Document
<br />(P.E.D.), drawing No, 20-176.
<br />.
<br />8 Z) W CASE "; PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCOU OR WOOD BOARDS BE FOUND ON THE
<br />METING WALE, ANCHORS SMALL BE LONG 040VON To REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,
<br />AN04MAGE SMALL OR AS MENT04ED W SEI) AND IN 8-2).
<br />(C) PLA N - -*%'
<br />Ij?49TVWTAP= ROD. INC
<br />- #14-iO PANELMA11 FEMALE 10 AND PAWAIATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCIVCH PRODUCTS
<br />- 1,%* LAG SMY6 PER W".
<br />- 16'0 v 5/W WQQ0 SUSHM AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY VD�
<br />C 1; #W1uUM THREADED PEWTP*TGN INTO WOW CIE TAPrON AMMONS SO" BE I llr AMC e FOR VLM PANMOATE KUS
<br />AM PAWIMIK1 FIEMA.1 IM
<br />C.2) MINIMUM TT49EAM PENETRATION Of LAO SCREW, INTO THE MFTMLWP SHALL BE I , 1/2", NO THREAM
<br />PENETRATION INTO STUCCO SKAU BE CONISADERED AS PAW IRIED THREADED PiPsErRATION.
<br />C3) wwwum EDGE DISTANCE OF LAG SCRIEWE� INTO Woor; SMALL BE AS "NOICATED IN THIS DRAWING
<br />Cs) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/0', 1/4- 0-20 SCREWS USED SMALL HE 1 %/2- LONG MINIMUM
<br />SHOULD STUCCO EXIST, AND 1* MINIMUM FOR WALLS WITH NO STUCCO.
<br />C. 5) IN CASE "I PRECAST STONE. OR PRECAST LAO ON THE EXISTING
<br />WALL, ANCHORS SHALL BE LONO ENOL04 TO =V��Z01111sm"Vo
<br />ANCHORAGE SMALL at AS utwIONED in It. 1), C1) a C 4)
<br />(0) ANCHORS SMALL BE INSTALLED FOU.0WINC ALL OF THE RECIAMENDKTIONS AND SPECs`TCATXWS OF THE ANCHOFeS uANUFA=UWER
<br />a, PANELS MAY ALSO BE ENSTAU.W HORTHWITAILY fOLOWINO WALLAM DETAILS SRO" 09 SECTION S THRICAIGN to (SHEETS 4
<br />"WOR 6) EXCEPT THAT HEADEF15,0 & Q SHALL NOT BE NEED.
<br />9 11 SHALL BE IMF. RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS Of THE SORUCTURE WHERE SHUTTER Is TO BE
<br />ATTACHED 10 INSURE PROPER ANCHORAGE. THIS SR,MrR SHALL 0141Y BE ATTACHED TO CONCRETE- BLOCK OR WDOD FRAME
<br />EANUDINGS,
<br />to. CACH nOULAR STORM PANEL NET ,14 LENGTHS OVER IV-$ THROUGH 12'--e. AS PER SECTIONS 6, & A & 10 AND ALTERNATIVES ON,
<br />SIM & IOW ON SHEETS 1$, 6 & 12 RIESPECTIVELY' SHAU. H" A LEGIBLE AND READILY VISIBLE MARKINC INSTRUCTING OWNER OR
<br />TENANT TO SECURE PANELS WITH APPILKCABLE REINFORCEMENT OURING PERM OF HUFNNC� WAPNW�
<br />1 1 THE NSTAUATION CONTRACTOR IS TO SEAL/CAULK ALL "TEER COMPONENT EDGES WHICH RD" 44 CONTINUCO-5 CONTACT WITH
<br />THE BUILDING TO PREVENT VND/PAW ArTRU90N,
<br />12� STORM PANEL INVALLAMN SMALL COMPLY WIN SPECS INDICATED IN INS DRAWING PLUS ANY BUILDING AND ZONING W-ruLATPONS
<br />.
<br />. ROWXP SY THE JURISDICTION WAM PEAME IS APPLIED TO,
<br />13 (a) THIS PRODUCT EVALUATION DOCUMENT [P,FOr) PREPARED BY TIMIS ENGINEER IS GENERIC AND DOES NOT, PNOVIDE 14FORNINDOR
<br />FOR A, SITE SKCIFTC OROJECTI Is. WHERE !HE SflrE COMIATIONS OrOATC FROM TWE PAD
<br />(T) CONTRACTOR TO BE RESPON515M FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LWE SAM OF THIS PRODUCT
<br />BASED ON THIS P-ED, PROVIDED HFVSHE DOES NO DEVIATE FROM THE CONDITIONS DETAILED ON ING DOCUMENT
<br />CONSTRUCTION SAFETY ALT SIM 15 THE CONERACTOR'S RESPONSIBILITY,
<br />(t) THIS PRODUCT EV"AnON DOCUMENT Wfi,t BE WNSAPERED WVAW if MOORIED.
<br />(d) SITE 9`1ECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REDISTIERED ENGINEER OR AFRICHTTECT WHICH WuL BECOME THE
<br />ENGINEER or RECORD (E.O.R-j FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROM USE OF THE PS P ENGINEER OF ROPOED. ACTING AS A DELEGATED ENGW.SR TO THE
<br />FIX4 ENGINEER, SMALL SUEW0 TO THIS LATTER THE SM SPECIFIC DRAWINGS FOR REVIEW
<br />(s) INS PT-o SK41 OEM THE DATE A-40 ORIO*AL SM AND SIGNATURE OF THE PROFESSIONAL
<br />ENGINEER Or RECORD THAT PREPARED !I,
<br />11. SHUTEER MANUFACTURER'S LASa SHALI. BE LOWED ON A= VISIBLE LOCATION AT STORM
<br />,
<br />PANEL SAMS IN ACCORDANCE WITH SEqPCN 170.9,3 OF BUILDING CODC ONE LABEL,
<br />SMALL M PLACED FOR EVERY OPENINO, LABELING TO COMPLY *11#4 SECTION I 7001.2 OF THE
<br />PLORKA allILOWr, CODE
<br />i
<br />JIMINI - I
<br />Ir'.. ft, � �
<br />nMJCTXYAt&AjWff-Aj?QRj -N0,-2j_-k=ji I
<br />6. MAJERIAL CHAWTSBISTIAMAN
<br />,.,,,-,D PECIFICATI ,,,,,,,,,
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />I ,
<br />I
<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 DoqiUr60nt,(P.ED,), drawing No. 20-f7e,
<br />I
<br />7. L LTATIONS AND CONDITIONS OF
<br />7�1. Shall be strictly in compliance with General Notes No. 1, 8-thru 14, indicated
<br />,
<br />an sheet I of 26i as well as General. Notes# I thru 4,anl 1 1 tbru 16, Indicated
<br />on sheet 21 of`26 of Product Evaluation Document (P.E.D.), drawing No. 20-170
<br />prepared by Tilteco, Inc. and signed arid sealed by Walter A. -rdut,jn, P.E.
<br />7.2. Product may be installed within HIGH vELOr,ITY HURRICANE ZONES as
<br />defined on section 1620.2 of the Florida Building Code-
<br />7.3. Product shall only be installed into poured cofhcret% concrete block, and
<br />I
<br />wood frame structures.
<br />Product Evaluation Report prepared 1byWalter A. Tillit, Jr.. P.E� f Florida License
<br />No. 44167), President of Tiltafoo, Inc. (Florida CA-0006719).
<br />VVATV-L
<br />D:E TILTIECO ADMON RECORD,S � P. S. RFPCIRT�20 � GLOAAA, PROTECTION PRODUCTS, LLG � 20 GAGE
<br />�
<br />GALVANIZED STEEL $TORM PANELE DRABS A M-f74 � REPORT # 20-OnS.01
<br />/I-
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<br />T MOO imc\\-�,
<br />TiLLIT TESIING & ENGINEERING CC I
<br />-.-,,. --, ---- - . - . .. ..... -,
<br />WALTER A. ITCLIT, M, P1. III .Co.
<br />ER'r 44 IT
<br />-ODUCT EVALUMIM REPORT mz
<br />FLE"A' LioMr.,
<br />_,I._ nNEIJ9
<br />REPORT NO.: 2"727.02
<br />DATE: July 27,2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SIJIB�CATIEGOIRY. Storm Panels
<br />PRODUCTNAMEi 24 GAGE GALVANIZED ,STEEL STORM
<br />I I
<br />PANEL
<br />MANUFACTURER. Global ProtectlQjn PWdjMgtL=
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Waiter A. n1lit, 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 Florida Department of B ustriess and
<br />Proftss,lonal Regulation,
<br />This produqt Is being issued an Evaluation Report as described herein, and has
<br />I I I I
<br />been verified for ,compliance in accordance with the2020 Seventh Edition ofthe
<br />Florida Building Code, and to verily that the product is for the purpose intended
<br />atleast equivalent to that required by the Code.
<br />This Product EVEII(JetiOn Report shall be subjecit to review and revision in case of
<br />a BuIldirg'Oode charge V,W may affect its ,limitations and conditions
<br />,
<br />,2. B9DIENCE SUBMITTED:
<br />Z1, PRODUCT EVALUATION DOCUMENT (P.E.b.)
<br />Drawing No. 20-175, titled "24 GAaE GALVANIZED STEEL STORM PANEL',
<br />sheets I thrul 18 of I 8 prepared by T liteqo, Inc.; sighed and sealed by Walter A.
<br />Tillit, Jr�, P.E.; dated OW2712020. This drawing is an intepoinvi, li"UP
<br />,
<br />Evaluation Report. m ,- . , � ,�o
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<br />6-355XW. 36th Street SuilDe 105,Mivari, Florida 33166 - Phone: (��) 871wl , AN Q 11 -1531
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<br />PRODUCIEVALUAnONREWPET NO. 20A721. 2
<br />2ZMT REPORT%,
<br />Larga.missile Impact iced tests were performed under SSTD 12-99 standard as
<br />per section 1609,1.2 of the Florida Building Code. Uniform static loads asper
<br />,
<br />Section 17().4.8.3, per ASTM E-330, Test reports prepared byAmorican Testing
<br />Lab of South Florida, ROpert* 0814.01�-01 dated 03111102 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P,E. and Report No.
<br />�
<br />0219-01-09, dated February 25, 2009, signed and sealed by Edm,undo
<br />Largaespeda, P. E. and, Henry Hatte m, 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�D`1-1,0, dated Nbvernber23, 2010, signed and sealed by Jurto E.
<br />"
<br />Gonzalez, P.E,
<br />Tensile lost report No. SCM-198 by QC Metallurgical, Inc., datisdMarch 14.2009,
<br />signed and sealed by FrankGrale, RE, as perASTM tii-Ei and Tensile Test as
<br />per OC Metallurgical Report No, I OKM-1 318, dated December 1, 2010 signed
<br />and sealed by Jerry Jacilofano, P.E. as per ASTM E-8.
<br />"I I I-- - -... -
<br />I
<br />I
<br />On 24 Gage Galvanized Steel Storm Panel for maximum Panel length vs. design
<br />wind load, as well as maximurn anctiCirspacing vs. design wind loadand panel
<br />length based an rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Col.culationspr,eparedbyTilteco,
<br />Inc., dated 12[181110 and OW27113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr,, P.S. .
<br />I WAILE WIPACT RESJI"�CE;
<br />Large missile Impact under section 1609.1.2 ofthe Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4, UND LOAQA RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel lengthshall be as indicated on sheets 3, 9_10, 1 1,
<br />12 and 17 of I& of Product Evaluation Document (P.E.D,), drawing No. 26-176.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, I 00 1, I 3 thru 16
<br />and I 8 of 18 of Product Evaluation Document (P, E.D.), drawing No. 20-175.
<br />24 Gage Gai�jnlzed StealStorm Panel has been Verified for o6decompliance, to
<br />work as a non -porous storm shutter assembly, as per SSM 12-0 Standard.
<br />ERMICTEVALUkTiON XPORTM 19-0727.01 1
<br />1
<br />-5-INSTALLAITION:
<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. 20A7S.. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 1 5, is and 18 of 18, of Product Evaluation Document
<br />(P.E.O.), drawing No. 20-175.
<br />C D Sf!ECCIFICATIONS:
<br />Shall be strictly in accordance with, General Notes and Components Indicated on
<br />sheet I and 2 of 1 8, of Product Evaluation Document (P,E.D.), drawing No,
<br />20-175,
<br />Anchor specifications, shall be as Indicated on sheet I of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7. LIMITATIOM ANI I ) CONDITIQNS Of USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />,
<br />on sheet 1 of 18 of Product Evaluation Document (RE.D.). drawing No. 20-175
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. TIM, Jr., P.E.
<br />7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined" an section 1020.2 of the Florida Building Code.
<br />7.3. Product shall only he installed into poured cone mte, concrete block, and
<br />wood frame structures.
<br />-
<br />Product Evaluation Report prepared by Walter A. T911t, Jr., P.E, (Florida 'License
<br />No. 4067), President of Tiltisoo, Inc. (Florida CA-0006719).
<br />WATiLL
<br />D--1nLTBC0APMON RECORDEIt?� E. REPORT.2C
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