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<br />TILLIT TESTING & ENGINEERING COMPANY
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<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.- 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT $US-CATEOORY-, Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: 01Qba1ErQtQdWftR-_d
<br />qdt"r
<br />4800 S.W, 61 Street ALI
<br />Davie, Florlda33314
<br />1, PURPOSE OF E liLLUATtON;
<br />This is a Product Evaluation Report Issued by Walter A. Tifilt, Jr., P.E. (System
<br />ID # 1 90,15) to the Global Protection Products, LLC, Rule Chapter No.
<br />6 I G20 -3, M,eth od I D of th a Ft or] da De pa rt ment of Busl ness a In d
<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 verity that the productis 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 />I EVAIDEKE SUBMITTEU;
<br />2,1. PROPUCT EVALUATION-DOCURENT(P.E.D.Jo
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jv, P.E.; dated 07128/2020. This drawing is an integral
<br />Evaluation Report, part.'O"Op"'S"'.1k
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<br />PROIDUCM%L 2
<br />22-TF-S-TRE-PORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201,,203 at 1persedon 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, #06-570 dated 0911811996,
<br />#96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina -
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and
<br /># 2126 dated 10/06/1 9g,8 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.0,1-09, dated March 4,2009, signed and sealed by Edmundo Largaespada,
<br />I
<br />P.E. and Henry Hattern, P.E.
<br />Tensile test report No. 9CM-1 97 by OC Metallurgical. Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2J�_$TRUCTORAL ENGINEERING CALCU IONS:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load. as well as maximum anchor spacing vs. desigin wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 afthe Florida Bulkllng Code. Calculations prepared by Tilteco, Inc.,
<br />dated I 110108 and 03/12115, signed and sealed by Walter A.Tillit, Jr., P.E.
<br />1
<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.-"ND LOAD$R�, -
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<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall Was indicated on sheets 8,10,14,15,
<br />16,19, 25 and 26 of26 ofProduct 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, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing Nm 4.176.
<br />UNSTALLAT-ION:
<br />Installation shall be peribmied 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, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
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<br />2QM8I&_N=_ e 3) IN CASE THAI PRECAST STONE, OR PRECAST CONCRETE PANELS- STUCCO OR WOOD SOWDS RE POUNO ON T"c
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<br />N" MR .... EXISTING WALL, ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAIN S7RUCTURf BENNO SUCH PANELS,
<br />I STORM PANN SkCWVN ON TAOS PRODUCT EVALUATION DOCUMENT (PICID) RAS BEEN VERIFIED FOP. COMPLIANCE IN ANCHCRA". SHALL BE AS MENTIONED IN 9,I) AND IN 13.2).
<br />ACCO40MCE WITH THE 7020 (70A EDITION) OF TMt FIORIDA BUILDING 'CODE. IQ TO--Q&'Ubf,WQMIMItLIEL02CII.-M�m--S-e-14AJM -
<br />DESIGN VANE, LOADS SHALL BE DETERMINED AS PER SECTION 1620 Of THE ASUVE MENTIONED COX - 1/4-4 FARGO" A4CA,MS , AS MANUFACTURED By I I W AALDEX, INC
<br />FOR A WIND SPEED AS RCOA BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE "STALLED AND - #14-10 PANAELMATE - 0 AND PANOLMATE PLUS ANCOORS, AS MAJ4UFACTURED Ff EICO CONSTRUCTION PRODUCTS
<br />FOR A ORECTIONAMN FACTOR Kd-0,85. LONG ASCE 7-16 AND 5�t NOT EXCEED THE U00,114LAW (A-S D) - 1/4-0 LAO SCREWS PER H D,S.
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, IS, 16, to & 20, .1 7/16'* . 6,fe WOOD BUSHING, A-- OKIRIBUIED BY ALL FACUNT SCREW, BOLT & spEcA4,f cc.
<br />IN ORDER TO VERIFY 7NE ABOVE CONORION, VLTEMAA� DESIGN WIND LOADS DETERMINED PER ASICE I-T6
<br />SHALL BE FIRST REDUCED TO AS,D, SE53GN WIND LOADS BY MULMYTK RaEIA BY 0.6 IN ORDER TO C 1; MINIMUM "WED PINVIENIXAN INTO WOOD OF TAPCON MCNORS SHALL BE I 112- AND 2- FOR S.C.0 PANCIUMATE PLUS
<br />COWAPE THE% A/ kM` (&S,a) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15, 1O. 19 & 20, AND PAKUM49 FEMALE 0�
<br />C 2) MINIMUM THREADED PENETRATION Or LAG SCREW, INTO THE WOOD FRAME UNP SHALL BE - 1/2-� 1.40 THREADED
<br />IN ORDER 70 VERIFY TEI ANCHORS ON THIS PZET AS TESTED WERE W, OVER STRESSVD� A .13% INCREASE IN ALLOWABLE PENETRATION INTO STUCCO SAM- BE CONSADERED AS PART OF THE REWARED THREADED PENETUAVOR
<br />STRESS FOR WIND LOADS WAS DILL USED Ali THEIR ANALYSIS. FASTENERS SPACIND 10 WOW HAS BEEN DETERMINED IN
<br />ACCORDANCE WITH N.D.S. 2018. C 3) MINIMUM EM DISTANCE OF LAQ SCREWS, INTO WOOD SHALL BEE AS INDICATED IN THIS DRAWING
<br />STORM PANEL'S ADECRACY FOR. IMPACT AND WIND RESISTANCE IW. WN VERIFIED IN ACCORDANCE WITH SECTION t626 Of
<br />THE ABOVt MENTIONED CODE AS PER HURRICANE EN�WEEQING & TZSFW INC, KPORTS, So-565, 96-570 & 96-r4Q AND CA) MMIMUM REACTIVATION Or WOOD BUSHING SHALL BE VA' 7/4* 0-20 SCREWS USED SMALL V, 1 t12' LONG MNIVAJNA
<br />FENESTRATION TESTING LAO INC.. REFOARS #2032 & #2120 . AS PROTOCOLS TAS-2,W� TAS-202, ANO TAS-20& SHOULD STUCCO EXIST AND I' MINIMUM FOR WAU.S WITH NO STUCCO
<br />AS WELL AS AMERICAN TEST LAO Or SOUTH FLORIDA REPORT 0021S.01-09, AS PER WAS, 201, TAB 202 AND
<br />TAS W3 SFANDMFAOS� C .5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANEIS. STUCCO DR WoOD BOARDS BE F"D ON THE EXISTING
<br />WALL. ANCHORS SK41 BE LONC ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS
<br />2 ALL ALUMINUM EXTRUSIONS 10 BE 6063-TI ALLOY AND TEMPO, (UNLESS OTHERWISE NQrM. SEE SHEET Z ANCHORAGE SHALL BE AS MENTIONED IN C. 1) C.7) * CA)
<br />I ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H14 ALLOY. (01 ANCHORS SHALL BE INSTALLED FOILLOWIND ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHICIFIS MANUFACTURER
<br />A ALL STEEL SHEET METAL PANEL,, SHALL HAVE SRNJGTURAL QUALEFF STEEL, ASTM "S3 GRACE 30 MINIMUM, 0-OU
<br />GALVANIZED STEEL DESIONATION W/rr- 56.* kul (AFTER ROLLED), 6 PANELS MAY AM BE INSTALLED HOW..CNIALA�1 FOiLOWING INSTAUAMON DETAILS $NO" ON SECTION 3 THRIXAGM 10 ISHEM 4
<br />THROUGH 6) EXCEPT MAI WADERS (2 III 0 SHALL 801 BE "-F,D,
<br />5, AILL SCREWS TO BE .T&NI,M SITEL 304 OR 116 AIS; SERIES OR CORROSION RESISTANT CONYED CARBON STEEL AS PER
<br />DIN 50018 W1 50 "I TOO STRENGTH AND 90 W TENSILE STRENIGN & SALAU. COMPLY W/ FLORIDA BUILDING CODE 4 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR to VERIFT 741E SOLANDNESS OF THE STRUCTURE WHERE SHUTTER Is TO K
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<br />SECTION 2.11.313 4, TO INSURE PROPEP ANCHORAGE_ 14K SWJMR SHALL ONty BE ATTACHED It) ACCANCIRETE, SILM. OR WOW FRAME
<br />EANILOHNnL
<br />6 BOIU- TO BE WM AI_V_N7 GALVANIZED STEEL, OR AISI 304 5t]W-S STAINLESS StEEL WITH JV II,,, MINMUM �AELO
<br />SIRENGTH 10� EACH REGULAR STOW P06NEL WIN; LENGTH- OWES EV-11 THROUGH 12�-4*. AS PER SEICTIONS 6. a. 9 AA 16 AND ALTERNATIVES 8W,
<br />I ANCHORS TO WALL S11AU. 8E AS rCU,QWS SAN & 113W ON SMEETS � 6 6 12 RESPECTIVELY. SHALL HAVE A I EGIBLE AND READILY VISIBLE MIARVIND. AISIRUCtING 0*4ER OR
<br />TENANT TO SECURE RAAAIE� WITH APPLAMLE REINFORCEMENT DURING PCINOUS OF HURRICANE WARNING
<br />(A) TQ_KNW1W1kqV=_`DQhWME It THE INSTALLATION CONTRACTOR AS TO StA,)_/C+VJLX ALL 5140TTM COMPONENT ME$ WHICH REMAIN IN CONTARRA"ObS, CONTACT WITI.,
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<br />- T14 : TAPCON ANCHORS AS MANUtAMINED &T I T W BUILDEX, INC,. �Aij,, 1'�J 92 p�. �.) DRE WtL(XNO TO PREVENT WINDI/RAN INTRUSION
<br />- 1/4" . 7/8' "LAII-0, AW14ORS, AS MANUFACTURED BY DOVALT INC. (MIN. (',,.3W0 F.)
<br />- 1/.*. 'A 311., SOUD-SET ANC"ORS . AS DISTRIBUTED By ALL POINT SCREW, SOLT & SPECIALTY CC 12 WORM PANEL WSTALLADON SMALL COMPLY IAFYT4 SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND 'ZONING REGULATIONS
<br />(M. , ('�I<lOOO P..,-) PROVIDED BY FHE JURISDICTION WHERE PERMIT IS APPLIED YO
<br />- 11 4- 10. PANEL -MATE FEMALE 0 & PANFIMATE PLUS ANCHORS, As MANUFACTURED 2�f ELCO CONSTRUCT" PRODUCTS 13 (0 THIS PRODUCT EVALUATION DOCUMENT (PII D,) PREPARED 91 T,IM ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />(ON. t 1350 O"t.)
<br />FOR A SITE 2,PFCAI, � PROJECT; I . WHERE THE STAT CONbIl1OqS, DEVIATE FROM THE P E,D
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<br />- 1/4'0 TAP -CRP ANCHORS. AS MANI,iFACiLARED 51 ',RQ-rW CORPORATION (1`MOQ P-A.)
<br />A 1) W R,) CONTRACTOR TO OC RESPONSIBLE FOR, THE SELECTION, PURCHASE AND INSTALIATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />N144VM EMBEDMENT a TAIPCON ANCHORS INTO POURED CONCRETE SMALL BE � 3'/4'� Z* FOR PANELMATE FEMALE §LWD ON THIS PE-O. PROADED HE/51HE DOE% NOT DEWATE FROM THE COWCAMOSS, OEIAILED ON T4r. clXUAA&NT
<br />AD AND PANEMAILTE PLUS AND I t/Il- FOP CP TAP-ORIP ANCHORS. CONSTRUCTION SAFE AT SITE IS THE CONTRACTOR'S FINSPONS011 ITY
<br />ALIA) CALK -IN & SOLAO-SET AACIDRS SHALL RE, EMBEDDED 7/6- ARID THE POURED CONrRM NO EMBEDMENT INTO fx) 14IS PRODUCT EYALUATION DOCUMENT mA,t RE CONSIDERED INVALID, IF MODIFIED
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<br />STUCCO SMALL BE PERMITTED 1/4- 0-20 SCRM USED SHALL BE 1 1/2- LONC MINIMUM SHOULD STUCCO EXIST.,
<br />60 I' MINIMUM FOR WALLS WITH NO STUCCO. AND, MAY BE HEADED SCRM OR AIL THREADED SCREWS W/o "rjko (d) SITE SPECIFIC PROJECTS S"N.L BE PREPARED BY A F40ROA REGISTERED ENGINEER OF ARCHITECT WHICH WILL BECOME THE
<br />MIT WITH WANG NUTS ENGINEER OF RECORD (E.0-R.) FOR THE PROJECY AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE RED. ENGINEER Of RECORD. ACTING NS A DELEGATED ENGINEER TO THE
<br />A N IN CASE THAT PRECAST STIONE, PRECAIST CONCRETE PANELS, PAVERS. STUCCO OR WOW BOARDS RE FOUND 04 THII, PE,0 ENGINEER, SHALL SUBMIT To TNAs LATTER THE SITE SPECIFIC DRAWINCS MR REVIEW.
<br />EXISTING WALL OR FLOOR ANCHORS SHALL EIC LONG ENOUGH To INEAGI� THE 44H STRUCTURE SEEING SUC.H
<br />PANELS ANCOURNI SHALL RE AS MENTIONED IN A, I) AND AN A-2), (6) THIS P ED, SHALL BEAR THE DATE AND ORIONAL SEAL, AM SIGNATURE OF IRE PROTESSII
<br />ENGINEER bg RECORD THAT PREPAPOD IT
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<br />- /4� 0 7APCON ANCHORS AS MANUFACTURED ITI I T W SUILDEX. INC. It SHUTTER MANUFACILREMS LABEL SHALL BE LOCATED ON A FAMILY VISIBLE LOCATION AT STORM
<br />- I, -AAL PAINCIL SHUTTER IN ACCOARDAINCE WITH SWIXON 1709-9.3 OF FLORIVA BUILDING COX. ONE LABEL
<br />: 4 0 , 7/9* CAL-4N ANCHORS. AS MANUFACTURED P O� T INC IANN. Vc-ISLIC p- ) SHALL K PLACED FOR EVERY OPENING LABELING TO COU"Ll WIN SECTION I ?Q9 9,2 OF THE
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<br />_ i/A TA 3/*_ SAXIO-SET ANCHORS. AS XSIPSAUTED BY ALL PW SCREW. BOLT & SPfzALFY� Go- FLORIDA BUILDING COOE
<br />(MIN I. -law ....) drS MWING S
<br />- #14- To FANEUMATE 1691 M AND PARELMATE PLUI 5 ANCPOR$, AS MANUFACTURED BY ELCO CONSTRUCT CA -
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<br />MAN PERMITS
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<br />- I/,- CF TAP-01ALP ANCHORS. AS MANUFACIVIRED B� TRU-FASI CORPORAIRON I Ok , - ,
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<br />B 7) MINNUAI' EMBEDMENT 01 TIFTON ANCHORS. FLCO PANELMME5 AND CF TAP-DR.T. ANCHOR, INTO THE � � FLORIDA BUILDING CODE (High Velocity NwTiCane Zone)
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<br />S-4 CALK -IN & SOLD -SET ANCHORS SHALL RE EMBEDDED 7/8' INTO FHE cONC-ETE BLOCK 130r, NO ca . S .
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<br />INTO STUCCO SMALL BE PERMITTED !/A* 20 SCREWS USED SMALL BE I 1/2- LONG MINIMUM
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<br />EMT, ANI) I� MINIMUM FOR W0,11S WON NO STUCCO I 10�", STA 11LIECO
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<br />6. MATERIAL CHARACTERISTI AND SPECIFICATIOW-
<br />,
<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 speocifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P,E,D,). drawing Noi 20-176,
<br />7.,,LIMITATIONS AN"ONDITIONS OF USE,
<br />-
<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 # I thru 4 and 1 1 thru 16, indicated
<br />an sheet 21 of26 of Product Evaluation Document (P,E-D-,), drawing, No. 20-176
<br />prepared by Tillsoo, Inc. and signed and sealed by Walter A. Tillit, Jr,j P.E,
<br />T2. Product may be installed within HIGH VELOCITY HURRICANEZONES as
<br />defined on section 162D.2 ofthe 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, JL, P.E. (Florida License
<br />No. 44167), President of Tilleco, Inc. (Florida CA-0006719).
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<br />_4&DO06?19
<br />REPORT Ill
<br />20-0727.02
<br />DATE,
<br />J uly 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB-CATEAGORY.-
<br />Storm Panels
<br />PRODUCTNAME;
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection Products. LLQ
<br />4BOO S.W. 51 Street
<br />Davie, Florida 3�314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Re -port Issued by Walter A. Tillit, Jr., P.E. (System
<br />I D # I 906) to the GI obal Protection Prod ucts, LLC, Rul a Chapte r No.
<br />61 0 20-3, Method I D of the F I cr ri d a D a pa rtme n It of B lustiness a ind
<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 tho2020 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 reviewrand revision In case of
<br />a Building Code change that may affect its limitations and Conditions
<br />VIDENCE SUBMITT
<br />2.1. PRODUCT EVALUATION DOCUMENTP.E D.)�
<br />Drawing No. 20-175, titled 124 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 1 8 of 18 prepared by'rilteco, Inc.; signed and sealed by Walter A,
<br />Tillit, Jr., P.E., dated 07,1`2712020. This drawing is an into i?
<br />Evaluation Report. R�ko� �M !"Jp"i 8
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<br />CQMPONENTS FOR REGULAR & UEE MTETY ST08M eAN9L$
<br />(SCALE 1/2-1")
<br />________.._ ___ - - ---- ------ _ ______ .15.196' fyom WIDTH), _.,______ __ - _________1.______ -
<br />- .- _ ____ --lisjos' CTM& WIDTH)_ __ ___ __ __
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<br />, A, A I = * . * I IF
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<br />. � , - ______
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<br />:? osr_w � I ZAMAr_ NICKEL M O.'MIME1 SSI..... STATE ..* fic Pan* Furew. - rp
<br />I -, - �_ I2S_ I- �iB75' -PLATED WANG NAIT
<br />lk :,;, 20 GAGE GALVANIZED STEEL STORM PANEL OWN BY.
<br />"-.
<br />... I- r_—w__w_
<br />� I (�� Kgx tioa 0�*""Io
<br />---- 2OW'-, - - lWkl.4 ALYAM �";,�fa / -, , - _'. Z�_ GLOBAL PROTECTION PRODUCTS. U.C. "'"CAT"elm
<br />I'll',',, 111 , / 11L1EC0,--,\ AlIMIS $1 IFTRILET
<br />I --'W,-,; I -
<br />,
<br />% 2*XZ*Xl /4' 1#1440 "'I"FL,
<br />ALTERMAYMY. 0% IWW NUT P/CUT I
<br />jgAla- - r.g.-ma PIKII t04)IM-1-Alk "'o" -em 20-176
<br />,�. . ro� (1150"
<br />ALUMINUM ANGLE WONOLOYAC WASHER AJ AOWOO� 157 "I zOPAI
<br />. ;�&,,;/_12 111 .ISTA."r - AE SENMIIeiPA __ .-DO'c" GRAMN4 MI,
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<br />SL . I IWIVIER A. TAULIT
<br />I ______RRft,A p1li A I - I I I PIDAT 2 OF 26,
<br />1 1
<br />lik"AL"I KIIIIIIIIIIII)L71 . 1101M �
<br />2�Z TEST REM
<br />Large missile impact load tests were, performed under SSTO 12-99 standard as
<br />per section 1609.1,2 of the Florida Building Code. Uniform static loads asper
<br />Section 1709.8.3, perASTM E-330. Tast reports prepared byAmaricon Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03,111102 witnessed by William,
<br />R. Mahner, P.E., Benz Moroz, PIE, and Henry Hattem, RE. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and seated by Edmundo
<br />Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 208 as per section'l $09, 1.2 of the Florida
<br />I
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />I I
<br />Report N6.1123,01-1 0, dated November23i 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />,
<br />.
<br />Tonsiletest report No. 9CM-198 by 00 Metallurgical, InQ, dated March 13,2009,
<br />signed aralsealed by Frank Grate, P,E, as psrASTM E-8 and Tensile Test as
<br />per OC Metallurgical Report No. I OKM-1 31 8, dated December 1, 201 0 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />LIC L 1Jr11NFF:9INQ-1QAI - ------
<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 rationaland comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code, Calculations prepared by Tilteoo,
<br />Inc., dated 12/18110 and 08127113 (lbr this revision), signed and sealed by Walter
<br />A. 111lit, Jr.,,P.rz,
<br />1
<br />3. M13SILE IMPACT RESIS-TANCE,
<br />Large missile impact under section 1609.1,2 of the Florida Building Code, as per
<br />SSTD 12-�09 Standard and TAS 201 -
<br />4A NND LOADS RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 31 9, 10, 1 1,
<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, Gr, 10, I 1, 13 thru 16
<br />and I 8 of 1 0, of Product Evaluation DoCument (PI EID.), drawing NCIA. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has Won verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12,09 Standard,
<br />PROD= E VA1,V&T1!DXU.e0 - I
<br />JLTffQ6�11G. r
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<br />5. INSTALLADOM Z_ �; 0
<br />UJ
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<br />,
<br />Installation shall be performed strictly in accordance with details irI on :;' -
<br />sheets 3 .5 C=
<br />thru 8, 12 thru 18 of 18. of Prod uct Evaluation Document (P.E.D.), 2: Cv7
<br />; E-- C�l
<br />drawing No, 20-175, Minimum separation to glass shall be as indicatto,on= cc c- c-
<br />1:10, >e-
<br />sheets 3, 6,13, 14, 1 5, 16 and 18 of'l 8, of Product Evaluation D menf- -1 LA_ 0�
<br />(P. E.D.), drawing No- 20-175. W� Cc C= -
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<br />tMATERIALCHARACTERInCS ANQ SPECIFIC . W ca. = =
<br />Shall be strictly in accordance with General Notes and Components indi - on.� E '=- r_
<br />sheet I and 2 of 18, of Product Evaluation Document (P,E.D .)p rawif 0 11 C2 _, -Ict
<br />.), r Ing No, W 0 -
<br />20-175. - 3: �; co
<br />,a W W X-3
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<br />Ancho r specif Ications she I I be as Indicated 0 III sheet I of 1 8 A of Pro t
<br />, A of Pro ,, Z'. = =
<br />Evaluation Document (P.E.D,), drawing No. 20-1175- :;,- = = .=
<br />In 1=11.
<br />= E
<br />vo_ 0
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<br />I'- U
<br />7- LIMITATION.5 AND CONDITIONS OF USE: -
<br />1�2
<br />7.1. Shall bastrirtly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet I 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 WalterA. THItt, Jr., P.E. (Florida License
<br />No. 44167), President of Tllteco. Inc. (Florida CA-0006719).
<br />WAT"LL
<br />D_'MALTMO ADMON RECORDS IAP, E. REPCERT.21!
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<br />: SIA1110. Ow/111 IN 7W/i I
<br />� __,__._______ ...... _ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEM 8 & 4_ _ _______._ _ ,, __�
<br />FOP WOOD SEE tEt"ONS ON SHEETS 10 & 11
<br />REQUW STORM PANEL-S (d) & & ,E VATIQN
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<br />Z - No 44167 ', a, (PIMAKI W
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<br />S-0110 A - Ali * ' * - . = GLOBAL PROTECTION PRODUCTS, LLC, An"
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