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<br />TILLIT TESTING & ENGINEERING COMPANY
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<br />PR D UATInN RFPnr%qP
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUWCATEGORY.- Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: refection ErgdUd& LLC,
<br />4800 S.W. 6 1 Street
<br />Davie, Florida33314
<br />1. PURPOSE Of EVALUATION;
<br />This is a Product Evaluation Report Issued by Wather A. T11111t, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rults Chapter No.
<br />61 G20-3, Method I 0 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 verffled 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 />P1111JAMD:
<br />2.1. PRODUCT EVAL ATION DOCUMENT (P&-ELJ1
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />TIllit, Jr., P.E.; dated 07128/2020� This drawing is an integral part 9
<br />Evaluation Report, "pil A.Tpilsy,
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<br />2.2-TE T REPORTS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAB
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol, Test report-, prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08109/1 996, #96-670 dated 09118/1996,
<br />#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 041118/11995 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />021 9.01-09, dated March 4, 2009, signed and sealed by Edmundo Largeespada,
<br />P.E. and Henry Hattem, P.E.
<br />-1 97 by QC Metallurgical, Inc,. dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2A.STRUCTURAL ENGIN INQ .
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panal
<br />length based on rational and comparative analysis, and in accordance with
<br />section 161 6 of the Florida Building Code. Calculations prepared by Tilleco, Inc.,
<br />dated 11/03108 and 03/12115, signed and sealed by Walter A. Tillit, Jr., RE.
<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- NND 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, I 1,
<br />14, 15,17, 18, 19, 20 25 arid 26 of 26. of Product Evaluation Document (P.E.D.).
<br />drawing No. 20-176.
<br />&INSTAUATIO&
<br />Installation shall be performed strictly in accordance With details indicated on
<br />sheets 3 thru 7, 1 0 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 />indica,ted on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P. E. D.), drawing No. 20-1 Is.
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<br />19 3) IN CASE THAT PPKCAS1 STONE, OR PRECAST CONCRETE PANELS SMICCO OR WOW BOARDS BE MIND ON 14E
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<br />CXI5,ltMG WALL ANCHORS SHALL BE LONG D60VGH TO RLA04 IF* MAN STRUCTURE BEHIND SUCH PANELS
<br />I STORM PANEL SHOW PRODUCT EVAIUATPON DOCUMENT (RED) HAS BEEN VERIFIED FOR CONNILMNICE IN
<br />AWJ40RAU SHALL BE AS MENTIONED IN 9 IF AND IN U 2)
<br />ACCORDANCE WIN THE 2WO (TIN EDITION) OF E PORIDA BUILDING CODE
<br />(C) N-LUMNn-WOOD tM2L-WLQII1Q-0&0L-:,� AJM-Affi.
<br />DESIGN OND LOWS WILL BE DETERMINED AS PER SECTION t67OOF THE ADM MENTIONED CCOIE,
<br />- 1/4'0 TAPCON ANCHORS. AS FIANUFFACTORIFID 11% I W BERED0, INC
<br />Fox A WOO SKED AS RODUIRLD BY THE JURtSOICTI)ON WHERE THESE SHUTTERS *III BE INST AND
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<br />- ,, PANELMATE FEMALE M AND PAKIMATE LUS ANCHORS AS MAMUfACrUREID BY ELCO CONSTFILICITION PRODUCTS
<br />FOR A -0 85 USING ASCIF 7
<br />DRECTX%kfrlr FACTOR Ad -16 AND SHALL, NOT EXCEED THE ..Au ASO)
<br />/4-10
<br />1 41"O LAC SCREVA PER 4 U.S`
<br />OESPCFN PRESSUIRE RIINGS INDICATED ON SHEM 7 THRU 12, lif 16. 16, 19 & 70
<br />- 7116.0 , ,,a. WOOD BUSH*I0G, AS DISTRIBUTED By ALL POINT SCREW, SOLT * SPEtWIY 00
<br />FIN OR TO VrAIF`f THE ABOVE CONDITION, LKTUAAIL DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />DER TOIDUCED TO AS D VE=N "NO LOADS By MULTIPLYING THEM By 0 6 IN ORDER TO
<br />SHALL BE FIRST
<br />C I) MINIMUM THAEADED PENETRATION INTO WOW C# TAINCON ANCHORS SHALL BE 1 112 - AND 2- MR ELCO PANELMATE PLU$
<br />COMPARE "ESE W/ MAX (A S D) ASTON RIFIESSUIRIF RATOCS INDICATED ON SHEETS 7 TPIRV 12, % 4, 1 n. 16. 1 9 A ?O
<br />AND PAHEEMNJ FEMALE 0
<br />C 2) MINNAJM THREADEDSPENETRAITON OF LAC SCRFW, INTO IFHE WOOD FRAME UNIT $KA" BE - 112- No IWWNXD
<br />IN ORDE 4 710 VERIFY THAT ANGINCIFIS ON THIS P ED AS TESTED WERE NOT OVER STRESSED. A 331 INI.AM. IN AtiIGNMAILE
<br />7
<br />STRM FOR WIND LOADS WAS sa USED IN THIM ANALYSIS FASTENERS SPACW� TO WOOD HAS BEEN DETERMINED N
<br />PENETRATION Iwo tUCCO !V0, BE CONSIDERED AS PAW OF " REMIIIIED THREADED PENETRATION
<br />ACCORDANCE MTN N.DS. 2010.
<br />C 3) MINIMUM EDGE DISTAWE OF LAC SCRFWS� WITT WOOD SKALI BE AS THMATTV 1% THIS DRAWING
<br />IrtO M PAMEVS AGEOUNCY FUR IMPACT AND WIND RESISTANCE VS BEEN VFRFF" IN ACCORDANCE ON SIECEFFO% 1526 OF
<br />THFIR= MENITICNIVO CODE AS PER HLOWICANE ENONIFTRIK & TESNC INC REPOPIS IMI-1419. 96-570 & 96-T.W AND
<br />CAI MINIMUM PIEWORATION Of WOOD HUSHING, SMALL tit 5/5' 1/4' 20 SC' USE
<br />� NEWS _D ,NA, I at 1 112' LONG MINIMUM
<br />FEMESTFIA"O. TESTING LAS INC. REPORTS 02032 & #2126 AS PROTOCOLS TAS-201, TAS-202 AND TAS-203
<br />SHUUID STUCCO EXIST AND I* MINIMUM FOR MMLS WITH No STUCCO
<br />AS WEU AS AMERICAN 7151 LAS Of SUUN FLORIDA REPORT JQV9.07-09. AS PER TAS 201. TAS 207 AND
<br />-
<br />TAS 703 STANDARDS.
<br />C a) IN CAsr THAT iwFECAST sio%t. OR PRECAST COWRETE pANE,S. STUCCO OR *am BOARDS BE FrAjNO ON THE Lxlsf,w
<br />WALL. ANCHORS SHALL Of LONG ENOUGH 10 REACH THE MAIN STRUCTURE ODOK SUCH PANEL%
<br />2 &L ALUMINUM EXTIRtISONS TO Of 6063-15 ALLOY AND TEMPER. (UNLESS OIHIRWISIL NOTED) SEE SHM 2
<br />ANCHORAGE SHALL BE AS MENTIONED IN C 1). C )) a C 4)
<br />I ALL ALUMINUM StIfil METAL USED AT CLO%UR" %HALL HAVE 3105-1-14 ALLOY
<br />(0) AMCHOkM SHALL K INSTALLED FOLLOWING ALI Of f"E. MCOMMiNDATIONS AND SKCIFICATTONS 04 THE ANCMDN� MANUFACT1114tii
<br />A ALL STEEL SHEET MOK PANELS SHALL KAYE SMILICTURAL DUALITY STEEL ASTW A-0� rRADE 50 MINIMUM. G. 60
<br />GALVANIZE D S111E, CISIONATION W/fY- 58 � - (AFTER ROLLED)
<br />6 PANELS MAY ALW Of INSTALLED HORi;rORTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON hfCF`O4 � TINIOLGF� 10 (WETS .
<br />I -ROUGH 6) EXCEPT !"At mEAr)rxs CD 4. 0 SHALL Not of Etwo
<br />5 ALI SCIREWS TO BE STAINLESS STEEL 304 ON 315 INS SERIES OR CORIFIDSIL% RESISTANT CnATFD CARBON STEETL AS PER
<br />DIM SCOTS W/ 50 IHN YN,ID VAUNGTH ARC 90 k4i TENSILE STRENGTH & SHALI COMPLY W/ FLORIDA BUftDING CODE
<br />9 11 SHALL UE THE RESPOINISROFIrY OF THE CONTRACTOR TO VERIFY THE SOUNI OF THE STRLFCTM WHERE SKETTER, Is To BE
<br />SrC,. 2 ... ,,.3 4
<br />ATTACHED TO N�UIW PROPER ANCHORAGE THIS SKITTER SHAU CMIY OF A"ACHIED TO CONCRETE. BLOCW Oil WOW fUWJ
<br />KAED"95,
<br />IF BIDEM TO BE ASIM A-307 GALVANIZED STEEL. OR AISI 304 SERIES SIAJNIEU STEEL WIN 30 MIN MINIMUM �EIE,
<br />STRENG1.
<br />10 LAC" REGULAR STURM PANU W141 IFIMIGNS OVER K-11 NROU(�- 12'-4'. AS PER SECTIONS 5. 8. 9 & 10 AMC ALTERNFOWES Be,
<br />I ANCHORS TO WALL SHIAU. BE AS FOLLOWS
<br />" & I OR ON SHEETS 5, 6 A 12 RESPECTIVELY. SHAIL HAVE A LEGIBLE AND READILY VISIBLE FORCING. INSTRUCTM OWNER OR
<br />TICHANT TO SECURE PANEL5 WITH APPLICABLE REINFORCEMENT OURM PERIODS OF HURRICANE WARNING
<br />(A) IQ LArSIX16-P91JIM COP&RETE
<br />I I THE NSTAiiATION CONTHACTOR IS to SEAL/ChLI A" SHUTTIR CUVPCFN1ENt EDGE:, WHICH REMAIN IN CONTINUOUS (ONIACI liin�
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<br />�': 7APCON ANCHORS AS WMUFACtU IV BY IT* OMLDIV. INC (M,,, ?'3192 p-)
<br />THE BUILDING TO PQFWNT WR4U/NAFN INTRUSION
<br />. I/4 , 1/6' CALJ(-W ANCHORS. AS M:WOACTVRET BY DEFFIALT INC, (MA. I'3000 p.)
<br />,/.,. 3/4* SCUO-Sr ANDICIFFIS, At DISTRIBUTED BY ALL POINT SCAM BOLT 4 SPFCIALTY CO
<br />12 STORM PANEL,11FITALLATION �041 COMPLY ON SPECS INDICATED IN THIS ORAWINC PLUS AS, OVILDIFIC 00 JONINC REGULATIONS
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<br />(NI C 3000 PR'o
<br />OFICT46MIT Of ME JURISDICTION WERE PERMIT IS APPLIED TO
<br />- IIII-10 PAMLLMATE FEMALE M & PANEIMATI PLUS ANCHORS AS MANUFACTURED BY ELCO CONSTRUC1,LIA, ORMCP,
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<br />11 (4) THIS PRODUCT "N.LiATION DOCUUNT (O I D I PREPARED 11� THIS ENGINEER IS GENERIC AND OIFS Mill PRIUMUL INFOINAITION
<br />(MIN 3330 P2,)
<br />FUR A SITE SKCWIC W�Erl. I, WHERE THE $Of COmwnoims DCAATF FROM THE Pf-D
<br />- 1/,-. Cr TAP -CAP ANC.FHORS. AS FAAMuACIURED BY Iffl-FAST CORPORAT)ON (?'36,00 p6I)
<br />AI) MINIMUM EMOLUMENT OF TAKON ANCHORS IWO POURED CONCRETE $WILL 01 1 3/4- 2- FOR PANELMATIF FEMALE
<br />(0 CONOVICT TO BE RLVUNSTOX FOR 'HE SELFCTION, PURCHASE AND INTALLATIOM INCLUDING LIFE SAFETY OF NIS FIRODUCI
<br />BASED ONONTS RED PROVIDED HE/514F DOES NOT OEVFATI FROM THE CONDITIONS OUTFALD ON Pir DOCUMENT
<br />0 AMU PAKNALTE PLUS AND I 1/4- FOR CF TAP-QRIP ANCHORS
<br />CONSTRUCTICIN SAFETY AT SITE IS THE CONTRACTOR'S RIESPOAMFRUIT�
<br />A2) CALK -IN & SOLFO-SET AICHORS Sl� bit EMBEDDED 1/9* INTO THF POURED CONCRETE NO E14KDMFNI INTO
<br />(e) IWS PROI EVALUATION DOCUMENT M" BE CoNsTmRrD iNvAUG if NoOrTED
<br />SIJCCO 5HAIL Of PERMITTED 1/4* 9-20 WAMS USED SHALL BE 1 1/2- LONG MINIMUM WOULD STUCCO CXM-..
<br />NO I" MINIMUM FOR INALLS WITH 40 MrCO. AND MAY OF HEADED 5MW% ON ALL THIMEADED SCREW95 fW/0 14EAU
<br />4d) SM SPECIFIC PHOLIECTS STIML BE PREPARED By A FLORIDA REGISTERED ENCRIDUR OR ARCHITECT WNI,� WILL BECOME THE
<br />BUT WIN WING Min
<br />ENGINEER or RECORD (E,U,R) FOR THE PRCUECT AND WHO WILL BE RESINONSTOUE FOR THE
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<br />P, 4PER USE OF THE FIX 0 ENGIMEEFI Of RECORD. ACIIK AS A OELEDAtEO ENGINFEER TO ?HE
<br />A 3! A CA% THAI PRECAST STORE, PRECAST CONCRETE PAPALS. PAVERS. MCft OR WOOD OCANDS BE I CURD CiN NEI
<br />P t D ENGINEER. SHALL SVOM' .7 TO NFS LAntit NE SITE SPECIFIC DRAWINGS FOR WE VIEW
<br />EXISTING WALL OR FIOOR. AW.FiGn SHAU Of LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHIND Skit..
<br />PANELS ANCHORAGE SHALL. BE AS MENTIONED IN A 1) AND W A 2)
<br />(A) THIS P L D SHALL SEAR THE DATE AND DRIO*Lk IaX AND 5K;MAtUAE OF ONE PROFESSIONAL
<br />ENGRIi4XA Or RECORD ItAl PREPARED 17
<br />(0) 12AAMiN6-LQ%2E1L-A6Qf&.BALL AVFC �Q - 99
<br />- TAPOON ANCHORS AS "MUFACIUSED MY I I * §U1UXX. INC
<br />14 SHUTTER MANUFACTURERS LABEL SHALE OF LOCATED ON A READRY VSIKE I.OIATION AT STORM
<br />:/4: :
<br />- /4 , 1/8- CALK -IN AW1"S, AS M~ACTURM BY DCAIALT INC (HIM e- 1500 p )
<br />PANEL SITUITTER IN ACCORDANCE WITH SECTION 1709 9 3 OF FLORIDA SUILD04G CODE. ONE LABEL
<br />SHALL BE PLACED FOR EVE" OPUFAK LABELONG TO CINIPLY WIN SECTION I 109 9 2 OF THE
<br />- I/, '. 1 314- SOLID' SET ANCIIFOft. A$ DISTRIBUTED BY ALL FUNNY SCREW. BOLT & SPIECALTY CO
<br />"I.ORILA, ETU'LOM CODE
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<br />- 01� IQ PAIVILMAIE FEMALE 19) AND PAMILIVATE PLLM ANCHORS. AS MANUFACTURED BY LLCO CONSTVII.KTICA
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<br />PRODUCTS CNN I't-2071 P ,,) "tIVIONANNEP OBTAIN PERMITS IN THE STATE
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<br />- I /4' 0 CF ,AP-CRIP ANCHORS. AS RAFFAUFACTURti) By M-FAST CORPORATION -
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<br />02) CAIA-1h & SOLtD-SV AKMORS SH�ALL OF EMBEDDED 7/3' INTO THE COK. BLOCK UNr
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<br />"TO Sn" Of PERMITTED '/A' 0 20 SCREW$ USED SHALL BE 1 1/2- LONC Aim . - I
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<br />IEVIST. AND I MINIMUM FOR WALLS ININ NO MCCO Z '�Q .. CY. \ Fc;�� PROTECTION
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<br />6, MATERIAL ARACTIMSMS AND 3PECF1CAnQB&-
<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.). drawling No. 20-176.
<br />7. LIMITAnONS AND CONDITIOBS_gfAM;
<br />7. 1. Shell be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />an sheet I of 26, as well as General Notes # 1 thru 4 and I I 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. Tild. 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 Buildirg 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. Tillh. Jr., P.E. (Florida License
<br />No 44167), President of Tilteco, Inc. (Florida CA-0006719),
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<br />DI TIL TFCO ADIFFON RFCORDS � P. E. REPORT 20 k GLOBAL PRO r ECTION P FICIDUCTS, LLC L 20 GAGE
<br />GALVANIZED STEEL STORM PANELI, DRWG Fit MI 78 % REPORT 1 20-072&01
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<br />/0"I �,L I ECC3 INC
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<br />TILLIT TESTING A ENGINEERING CC I
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<br />WALTERA. TILLJT, 11L, RE, tI1rtOD@WI.COOl
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<br />PROD ,110N REPOR ,,,, yr LkeiRAN, 44167
<br />K, L-11 N,, IN61I 9
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY- Storm Panels -
<br />PRODUCTIFIAME; 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global PrQ1WAIMPrQdu=-LLC
<br />4800 S.W, 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION'
<br />This is a Product Evaluation Report Zued by Waftr A. Tillit Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 020-3, M 91hod 1 D of the FI orl do D epartme n I of 8 usll ness and
<br />Professional Regulation.
<br />This produpt Is being Issued an Evaluation Report as diagoribed 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 SUBMITTED:
<br />" MENT (PSAY;
<br />Dra I 9 - - , titled "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by T'llteco, Inc,; signed and sealed by Walter A.
<br />Tillit, J r., P. E,; dated 0 7/27/2020. This drawing is an inteF, �M',,`Q,.'s
<br />Evaluation Report. "o., �
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<br />X6 SECTION X-X I *: . . - C - -
<br />SCALE 3/8., - : * ,_I,--- -�*-2-�.:- - I ---- TECTION PRODUCTS, LLC. "/N/Mx
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<br />. . - , - , DFAW. FL 1331. 20-176
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<br />BOTTOM TRACKS ADJACENT TO STUCCO/WDOO BANDS - 0 ... ...... %jI61 N I 2 - �OFFNA. . ... (PIAN041-160, 1- CONI)OIT-am
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<br />fRQDJ&"V,AI,I:AT10N RRPORT rJO, 21-11727M 2
<br />IM
<br />Large missile impact load tests were performed under SSTD 12-99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report# 0814.01-01 dated 03111102 witnessed by William
<br />R. Mehner, P.E., Sorz Moroz, P.E. and Henry Hattern, P.E. and Report No.
<br />021 9.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 asper section 1609.1.2 Difthe Florida
<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 />Gonzalez, P.E.
<br />Tensile test report No 9CM-198 by CC 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 OC Metallurgical Report No. 1 OKM-1 3i8, dated December 1, 201 0 signed
<br />and sealed by Jerry JackyFano. P.E. as per ASTM E-8.
<br />2.3. BTRUCTURALEAGINEEMO CALCULAT]ObLS;
<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 Build Ing Code. Calculations prepared byTIlteou,
<br />Inc., dated 12/lB/10 and 08127/13 (for this revision), .signed and sealed by Watter
<br />A. Tillit, Jr., P.E,
<br />3. MISSILE IMPACT RE.3113TANCE:
<br />Large missile Impact under section . 1 . 609. 1.2 of the Flonda Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. MND LOADS RESISTANCr:;
<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, I 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, 9, 10, 11, 13 thru 10
<br />and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gage Gatvanized Slasil Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
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<br />5-ESTALLATIOM
<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, 1 5, 16 and 18 of 1 8. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />-0-MATERIAL CHARACTERLOJ1GS-AND
<br />. -SPEQELCATQH&
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet 1 and 2 of 1 8, of Product Evaluation Document (P.E. D.), drawing No.
<br />20-173.
<br />Anc ho r specif Ications she I I be a a I nd Icated o n sheet 1 of 1 8, o f Prod uct
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7- LIM [TAT QNSANDAC��FVM
<br />7.1. Shall be strictly in complianoewith General Notes No. 1, 8 thru 14, Indicated
<br />on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-17.5
<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 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. T11111, Jr., FIX, (Florida License
<br />No. 44167), President of"I'llitsoo. Inc. (Florida CA-0006719).
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