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<br />TILLIT TESTING & ENGINEERING 0 P
<br />22-IMAEPORTS;
<br />6. MATERIAL CHARACTERNSTIC11 ANDAPECECAMM
<br />__ _
<br />WkrTFgt A. TM=, ALI, P.E. *11101.
<br />A e= N. =7
<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 />$had be strictly In accordance with General Notes and Components Indicated on
<br />sheat 1, 2 and 22 of 26, of Product Evaluation Document [P.E. D.), drawing
<br />A CA UK..0114719
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20.1 76. Anchor specificatons shall be as Indicated on *heats 1. 7 and 21 of
<br />Testing, Inc., Reports # 96-509 dated 08/0911996, #W67O dated 09118/1996,
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 20476.
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09120/1 996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Tealf ng Laboratory, Inc. reports 0 2032 dated 04118/1998 and
<br /># 2126 dated 10/06/1 098 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7.,UMITATIONS AND CONDITIONS OF UAL
<br />REPORT NO.: 2"720.01
<br />0219.01-09, dated March 4,2009, signed and sealed by Edmundo Largaospaida.
<br />P.E. and Henry Hattem, P,E.
<br />?.I. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2Q2O
<br />Tensile test report No. QCM-I 97 by OC Metallurgical, Inc., dated March 13, 20DI
<br />on shout I of 26, as well as General Notes X 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 />PRODUCT CATEGORY: Shko"
<br />signed and sealed by Frank Grate. P.E.
<br />prepared by Tifteco, Inc. and signed arfill sealed by Walter A. Tillit, Jr,, P.F,
<br />PRODUCT SUWCATEGORY- storm Panels
<br />2-L 87 UCTURAL ENGINEERING CALCULATIONS!
<br />7.2. Product may be installed wfthln HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />On 20 Gage Galvanized Steel Storm Panel for maximum penal length vs. design
<br />wind load, as wall as maximum anchor spacing vs. design wind load and panel
<br />defined on section 1620.2 of Me Florida Building Code.
<br />MANUFACTURER: 92[obal ProtestIon Ptodurgis I LC,
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1610 ofthe Florida Budding Code. Calculations prepared by TIfteco, Inc.,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood ft me sbrudures.
<br />4800 S.W. 61 Street
<br />Davie, RoOda33314
<br />dated 11103/N and 03112JIS, signed and sealed by Walter A. Tillit, Jr., P. E.
<br />I. -PURPOSE OF EVA UAT ON:
<br />3. MISSILE IMPACT RESISTANCE4
<br />Product Evaluation Report prepared by Walter A. TIM, Jr.. P.E. (Florida License
<br />This Is a Product Evaluation Report Issued by Walter A. TIIlIfF Jr.. P.E. (System
<br />Large missile Impact under section 1826 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44187), President of Tillsoct, Inc. (Florida CA-000671 9).
<br />ID 0 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />J,010,14#141I
<br />61 020-3, Method I D of the Florida Department of Busillness and
<br />Professional Regulatlon.
<br />"14D LOAD$_RESISTANQE*
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />FM w A T14 ,�, *
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<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 />pressures. Maximum panel length shall be as Indicated on shoutri 8, 10, 14, 15,
<br />16. 19,25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawling No.
<br />, _ , ... . 1.
<br />11 -
<br />��.:�� -11=" . 44157 1.
<br />I I .
<br />-7�L ____:�7- �
<br />t;�-;o
<br />Florida Building Code, and to verity that the product Is for the purpose Intend ad
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 0, 10, 1 1,
<br />14, 15, 1 T. 18, 19. 20 25 and 20 of 26. Of Product Evaluation Document (P.S. D.),
<br />.*
<br />1 TBI I*
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<br />.
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<br />- ��.. STATE OF ..:95:
<br />.
<br />at bast equivalent to that required by the Code.
<br />drawing No. 20-170.
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<br />,/ I % 'O, *- -"4()Rj0*I p � ,
<br />I.*
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<br />This Product Evaluation Report ishad be su*ct to review and revision In case of
<br />5, INSTALLA11ON,
<br />. ,,.;I .......
<br />N,',:! �i6 � � C ."
<br />4i0w
<br />IIIIIIIII
<br />a Building Code change that may ~ lis Ilmitations and Conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />WI
<br />2. EMIDENCE SUBMITTED;
<br />2.1. ERODUCT EVALUATION DOC
<br />shouts 3 thru 7, 1 0 thru 20, 23, 2A and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />D�l TILTECO ADMON RIECORDS � P. 5. PEPTORT.26 k GLOBAL PROTIECtION PRODUCTS, LLC Ii 20 GAGE
<br />GALVANIZED STEEL STORM PAI DRANG A 20-176 %REPORT# =411"
<br />9 _UMEn(EX4"
<br />Drawing No. 20-176, trded "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets S. 14,16,26 and 26 of 20. of Product Evaluation Document
<br />(P.E-D.� drawing No. 20-170.
<br />sheets 1 thru 26 of 20 prepared by Tifteco, I no.; signed and sealed by Walter A.
<br />TIllit, Jr., P.E.; dated 07/28/2020. This drawing Is an Integral part,04416
<br />f1h
<br />Evaluation Report. %JAI
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<br />8 3) IN CAU THONT PIRECASI STOW, OR PRECASIT' CONCRETE PANELS, STUCCO OR WOOD BOARDS K FOUND ON THE
<br />on, Ris - OLAMMAD
<br />EMM WALL ANCHORS SHALI. K LOOK ENOUGH TO REACH THE MAIN STRUCTURE OD" SUCH PANELS
<br />I smm PANEL SHOWN off THIS PRODUCT FWUATIOR DOCUMID(I APED,) I" IM VERIFIED 1`01111 COMPList" 04
<br />ANCHORAGE SHALL 91 AS &IDMOKO IN 11I NO IN GI
<br />ICCO14MI14 WIN THE 2020 (7th EDITION) 01 THE MMM WOLOTMIG CODE
<br />(C) 10_QMDiia_=.0ft_ smon"
<br />DESIGN WIND LOADS SHALL K DETERMINED All PER SECTION IWO Of 1111E ABOVE MENTIONED CODE,
<br />: =6 nS= Mi"MMELD"ITAM"NALff)
<br />= air_,All��
<br />1/4-0 TAINCON ANCHOR& AS WMWAM Vir BUILDIX. INC,
<br />: #1410 PANDA#ATE FEkV,LE 00 N40 PANIFLIANIC PLUS ANCHIORTI AS WPKWAMRSD Bir 1100 CONTFTRUCYIOH PROOUM
<br />1/4-0 LAC TIC PER KO.S.
<br />MFORR
<br />OWN'KetIVOK4=trr'f'FACMM"K=e-G&'95TWU'W4"WWKAT*7'-
<br />DESIGN PRESSURE PAT04S INCICAI ON SHEETS 7 THRU 12, is, 15, 14, IS AT 20.
<br />- 7/14I . SI WOOD SUSWr. AS OWFORM 6V ALL POINT SCREW. WT FIT SPECIALTY CO.
<br />IN DOM TO VMV THE AWK Colon"I UJIM"It. DESIGN WO LOW DETERMINED PIP ASCE 7-10
<br />SHALL K FOWMEDUCED 10 AS,') DESIGN WAM LOAUS BY MULTFILYW THEM By 0 6 IN ORDER TO
<br />C 1) MINIMUM THREAM PEPCMT*4 MO WOOD Of TAPOON ANCHORS 94AU K I 1/7' 00 2* FOR LILCO PANCLUATE PLUS
<br />COMPME THESE W/ MAX (AI DESIGN P� RATINGS INDICATED ON SHEETS I THRU It. 14, 13. It. If A 20
<br />APO PNOELMME FENINUr 10.
<br />IN ORDER TO VERIFY IMF N4CMft ON THIS PES AS IT= WERE NOT ORR $I . A SA VOCOM 04 ALLOWABLE
<br />C.2) WWAMM THAI PDOURATION Or 112`� NO THREADED
<br />PCINETRATIOTIN INTO STUCCO SHALL K19=F= WOOPOTHI'll"COU"U"W" VSKIIAM" p1odErwick,
<br />PNM 11101111 WM LOAN WAS JIM USED 14 T�� ANALYSIS, FLASMOM SPACING 10 WOOD HAS KIX OMRWWD IN
<br />ACCORDANCE WM FILMS. 2015.
<br />C3) MINIMUM UlOr OFSTATICE 01 LAG SCREIII 04M WOOD WALL BE AS WCATED IN M OFTARTINT;
<br />SMM PAMM'S ADEQUIACV IFOR IMPACT APO WOO !RESISTANCE HAS BM VOW" 94 XOORDWE ON SECT" 1625 OF
<br />THE ABOVE MENTIONED CODE AS PER 40WGW ORTMEERING & TESTING INC MD"ORM 09-5". 96-670 & 94-T30 AND
<br />C.4) MINIMUM PDCMWN OF WOOD BUSWM SHALL K 3/6' 1/4' 0-20 SCAM USED INC K 1 112* LONO MINIMUM
<br />FD"MrQN TUTNG LAS INC. REPORTS 12032 & PI . AS PROTOCOLS TAI TAI AND TAS-203,
<br />SNI SIUCCO IDW, AND I* WMMUM MR WALLS FIFTH NO 81
<br />AS MU AS AMERICAN TEST LAS Of SOUTH FLORIDA WPM IWIIT,011-09� AS PER TAS 201. TAS 202 AND
<br />US "3 STANDARDS.
<br />C 6) IN CAW " PRECAST STORE. OR PRECAST CONCRETE PM". STUCCO OR WOW DOOR* K FOLIND ON THE EIGSTINO;
<br />2 ALL ALUMINUM DITITIUSIONIS TO K 001113-110 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHIM I
<br />WALL, M04ORS SHALL BE LONG U40UGH VIACH 74 WIN sYM)CWK 80" %O RAMs
<br />ANCHORAGE SHALL BE AS UDMOM IN C. 1) C 2) Ar C 4)
<br />1 ALL ALUMINUM SMCU METAL USED AT CLOSUFFES SHALL HAIT 3105-4414 AULOY.
<br />(0) ANCIFORS SHALL WE WVAU.1TD FVJAMK ALL OF THE RECOMMENDATIONS AND ViECITICATIOwS OF THE ANONDes mMWAMKR
<br />6 ALL SIM DW METAL PANELS SIALL HAVE St*UMWL QUAJI SIM ASTIM A-653 C401:11. 50 mmmiw C-90
<br />GALvAiRm STEEL COMMIT JFI SIES Iso (ArtER RM=.
<br />8 PANELS MAY ALSO K INSTALLED "OFNZCWL4LLY FOLLOWING INSTALLATION DUALS SHOWN ON SOCTIOR! 3 Thom" 10 (SWE'T'S 4
<br />FHROUCH 6) CKCIPT TOW KAOUIS (D IF * SHALL NOT Is USED
<br />5 All SCREW$ 10 K S?W*JM STEEL 304 OR 3tG AIM RATES OR CORROSION RIESTIDAW CO&TtD CARBON STEEL AS PER
<br />CAN III W/ bo Iss, YIELD srwcfw AM SO 4`1 Iva" STRENGTH a SHALL COMPLY W/ PLOP" BUILDING CODE
<br />9 0 OWL K THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTUIRE WHERE SHUTTER 6 TO K
<br />24
<br />sELno" I ij.3.4
<br />ATTACHED TO t4SUK PROPER ANCHORAGE THIIS 1HUITTER SHALL ONLY BE ATTACHED TO CORCAUE, KOCX OR WOOD FRVA
<br />BUILDING&
<br />6 DOLTS TO K ASIM A-307 GALVAMM STEEL ON AIS1 304 SURE$ STAINLESS STI WITH 36 1I MINIMUM "EUD
<br />STRENON,
<br />10. CAM REOUVA STORM PANEL WITH LEMOTHS OVIX V-4 THROUGH 12'-4-. AS PER WCT*M III It. I A 10 AM ALYDNUW.S ON.
<br />7 AW"ORS 10 WALL 94AU K AS FOLLOWS
<br />Sit & TO* ON SMEUII 5. 4 * 12 RMVMI)Wly. SHINUL HI A LVO&E AND READILY YkSGU MI FIFISTRUCT114 DPJER OR
<br />TEFJAW TO SECURE PORTICO WITH APPLICABLE REWORC"W OLMC POWO Or *MRCW WARNING
<br />(A) __ I—
<br />1/4-0 TAPCON $I
<br />I I THE WSrA"TON CONTRACTOR is TO = ALL SHUFFIER COMPONENT FOM WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />- ANCHORS, AS WAFFACTURED BY ItIN INUTUDEX. PIL (MIT, psi)
<br />- I /4* 0 a 7/9* QALFI AmICHORS, As WJJUFACTURED By DETTI PC, (MIN VXOG pI
<br />?HC BUILDING TO PREVCW WND/""
<br />- 1/4 .0 . 3/4' SOUIT-SU ANGhORS. AS DtMWJtCD BY AU. POINT SCREW, 1110tt & SPECKTY GO
<br />12 STORM PAWL INSTALLATION SHALL COMPLY WrIM 31I INCILIMITO 0 ftg WAITING PLUS ANY KNUNING AND MWC PECLqATUM
<br />(Us, C3000 pI
<br />PR&MW BY THE JURISDICTION 04M PERM" is APPLIED to
<br />- 114- 10 FAMELMATE FTIANUF 10 & PANEIMAX PLUS ANCKORS. AS WWWACTUPCD BY ELOO CONSTRUCTION PRODUCTS
<br />(ON, r. 3W
<br />'7-XANCHOft.
<br />15 (a) THIS PRODUCT EVALUATION DOCUMENT (II PREPARED 9V THIS ENGINEER 05 gEhOK AM GOES W PRUMX g#VMAATior,
<br />IF.")
<br />- 1/4'111 CF T AS WNUFACIURED BY 7RU-TAST CORPMTtOk W-3600 P..4)
<br />FOR A SOL SPECIFIC PROJECT. 1. WWM THE SITE OONRITIOAS OVARTE MOM THE PCO.
<br />A. 1) kIM" BOW�DWMT OF TAINCON ANDO" INTO POURED CONCRETE 94ALL ME 1 3/4', 2* FOR PWAUW7E FILMAIE
<br />to) CONTRACTOR 1D,K FilvONSW FOR THE SELECTIM. PURCHASE AM INSTALLATION INCLUDING UWJ SAFUF or THIS PRODUCT
<br />SAM ON THIS t 0. PROVIDED HE,`SHE DOES Nor asmit FiRet THE CMX=4 DICIAILED ON THIS DOCUMENT
<br />0 AM FAMOAALTE PLUS AND 1 1/4- MR OF TAP-CRIP M04a"
<br />CONSTRUCTION SAM AT SITE IS THE CONFRACTORS RESPOW.WLRY
<br />A.2) CAI & S"-SE7 Amaim SKAUL HE 90BEDGED Ilar TWO THE POURED Comemm NO L"MMENt IWO
<br />W THIS PROOLO EVALUATION DOCUMENT OU BE CONSIDERED MALID IF MODIFIED
<br />STUCCO SHALL BE IFTERMITITED, 1 /4* 0-20 SOREVIS USED SHALL K I 112' LONG MOM" SHOULD 511.1000 Exist.
<br />RD I' MINIMUM MR OkiS Wit" NO STUCCO. AV WAY Or HI 9010111 OR ALL T"PtEAM SCAM W/O -41FID.
<br />(it) SOL SPICIM PROJECTS SHALL ME PREMhKD fff A rLOOM WVWBW ENGINEER ON ARCHT= "ON WILL BECOME Of
<br />NUIT WIFIF YANG TIM
<br />EN004M Or RECORD (E.D.R=E PRI AND WAD WILL K RESPORSW FOR THE
<br />USE OF THE TI 1) OF RECORD. ACTING AS A 001"TED ENGINEER TO THE
<br />A.3) IN CASE THAT PRECAST %TO*. PRECAV CONCWM PANELS. PTIVERS. STUCCO OR WOOD BOARDS K rOUND ON Itis
<br />PXV� EWGRW, SHALL SUBMIT TO THIS LATTER THE SITE SPEDIFIC DIMWNOM MR REVIEW,
<br />EXISTING WALL OR FLOOR. ANC"M SHALL K URIC ENOUGH TO REACH THE MAIN STRUCIIARE BEHIND SUCH
<br />PANELS ANCHORAGE 1HALL K AS ME14TIONED IN A.1) ANO IN 041).
<br />(s) THIS Is ED SHALL WAR THIE DATE AND ORIGINAL SEAL AND SMAIURE Of THIF PW"MNOOK
<br />ENGINEER �i RECORD THAT PREPARED IT
<br />(a) !"U
<br />IF "", AFFE ,
<br />1sqWA&_aQh0M 11 ���r
<br />MORS AS MANUFACTURED 111 I I IV BUILD". INC
<br />14� SHUFTFUI MAWFAVURM LABEL SHALL K LOCATED ON A READILY MSOU LOCATION At STORM
<br />PANEL SHVM IN ACCORDANCE Wft SECTION 1701111.3 OF FIOMA SUILDING CON. ONE LABEL
<br />- 1/4* 0 A 7/0' CAU1--W ATICHORS. AS WMWACUM IN DCWALI INC (AMW II II
<br />SHALL BE PLACED Tom EVERY cKFam. LABELes To cows,v WITH SECIION i 70j.2 OF w
<br />- 1/40 1 3/4- SOLID -SET ANCHORS. AS WWlOM BY ALL POINT SCREW. DOLT 4 SPTCALTY CO.
<br />FUNK% BUILDING Cam
<br />(WN J� -two TI
<br />- 014- ,a PAWMAATV FO�Z 0 AND ITAMIX460I PLUS ANCHORS. AS ~ACRW4VD BY LLCO CoRISITRUCTION ties CRONM SHALL ONLY K 40 TMOM I
<br />""I"ll I MAN PERMITS IN TOE SIXIL 'to
<br />- ,PRODUCTS (UK t,-"7i Psi)
<br />/4' 0 OF TAP -GRIP ANCHORS, AS MAITA)FACTUTIMS BY Tft-FASI CORPORATION
<br />�-....
<br />�-.... . ..
<br />.. .
<br />0 1) MINIMUM EASKDMEW Or TAPCON ANCHORS. ELCO PANELVATES AND CF TAP-rR1P ANI INTO THE ..� . FLORM BUILDING CODE (1119h Velocity "I g
<br />C
<br />0LOCX V110 SHALL K 4 114- .
<br />` No. 4
<br />...
<br />"'Do" "
<br />167 ".. 1 20 GAGE rALVAMM STEEL a. PANEL I
<br />11.11) CALS-1141 & SOUD-SU ANCOORS SALL K EMBEDDED 7/r TWO IME CONCRETE MOCK UNIT NO
<br />TWO $TQCO0 10V" BE PERMITYU) !14'.-20 SMWM MO SHALL If I t/P* LONG MIN" SHOU
<br />. -
<br />I / 71 iwn
<br />. � _________1
<br />101.01111111 PMCTIOIN PRODUM, UC.L
<br />-0,..
<br />Or
<br />EXIST, MO I . MOW.0 FOR WAULS WITH NO Sn1CCO -I ct
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<br />TILLIT` TESTIM13 111, ENGINEERING COMPANY
<br />WIIII31ii�6fXL131T, ii. IFF.- I— . it 0 1,0011
<br />PRODUCT EVALUATION REPORT M.Pr�7�212.1161
<br />FL4:ALRNN.,0NI
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shultilam
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCTNAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protwilon Products. LLC
<br />48M S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATIOR
<br />This is a Produict Evaluation Report Issued by Watter A. TIlIIdl, Jr., P.S. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />$1620-3, Method ID of the Florida Department of Business and
<br />Prollessilonal Regulation,
<br />This produqt Is being Issued an Evaluation Report as described herein, and has
<br />been verified for compliance in scoordarwo with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />at Jeast 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 affed Its limitations and conditions
<br />Z11, PRODUCT EMITIA319N DQCUMENT (P.E.D.);
<br />Drawing No. 20-175, filled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of IS prepared by"n1tecto, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E,: dated 07/2712020. This drawing Is an into 1418
<br />.
<br />Evaluation Report. %�,MOTT,F; 's,
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<br />. W�J . r. Titatnts, --
<br />I. _.... - .12S '-Or Tests 1111,11, Rit, II a VI - 20 MR "LVANM REEL STORM 1
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<br />531
<br />FRODUCTIMALLA370111 RUM Nn. 2041,27, 2
<br />--=
<br />Large missile Impact load teaft were performed under SSTD 12-99 standard 94
<br />per motion 1609.1.2 of the Florida Building Code. Uniform static toads as per
<br />Section 1709.8.3, per ASTM &33O. Test reports prepared by American Testing
<br />Lob or South %r1da, Report # 0814.01 -01 dated 0311 IM2 wftnessed by William
<br />R. MohDor,' P.E.,L BI Moroz, P.E. and Henry Hattern, P.E. and lReport No.
<br />0219.01-09, dated February 26, 2009, signed and sealed by Edmundo
<br />Largaespada, P.E. and Henry Hattem, P.E, Large missile impact and Cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lob of South Florida,
<br />Report No. 1123.DI-10, dated November 23, 2010. signed and sealed by Julki E.
<br />Gonzalez, P.E.
<br />Tensile test report No. DCM-198 by QC: Metallurgical, Inc., dated March 13,2000,
<br />algried and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. I OKM-I 318, dated December 1, 201 0 signed
<br />and mated by Jerry Jaclofiano, P.E. as per ASTM E-8.
<br />L3. UMQTURAL ENO NE RING CALCULATIOI
<br />On 24 Gage Galvanized Steei SItorm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1604 of the Florida Building Code. Calculallons prepared by Titteco,
<br />Inc., dated 12/1 StiO and 0"7/13 (Illor this revision), signed and mated by Walter
<br />A 71111t, Jr., P.E,
<br />3. MISSILE IMPAa RE31141MICE.:
<br />Lailge missile Impact under section 1809.1.2 of the Florida Building Code, as per
<br />SSTD 12-09 Standard and TAS 201.
<br />4.,NND LOAM 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 3, 9. 10, 11,
<br />12 and 17 of ia of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be " indicated on shests 5, 9, I 0, 1 1, I$ thru 16
<br />and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. MITS.
<br />24 Gage Galvanized Steel Storm Penal has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />III I
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<br />Installation shall be performed strictly in accordance with doWls indicated on
<br />sheets 3 thru 8, 12 thru IS of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum "potation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 1 S. 16 and I 8 of I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />11,MATMALIG RACTERISTICA AND SPECIP&MONSe
<br />Shall be strictly in accordance with Gen" 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 I of 1 8, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7. LIMITATIONS AND COMMONS OF USE;
<br />7. I. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on shoal I of 18 of Product Evaluation Document (F.E.D.). drawing No. 20-175
<br />prepared by TIIW,P, Inc, and signed and sealed by Walter A.T1111t, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined an section 16202 of the Florida Building Code.
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />WOW frame structurm.
<br />Product tvaluallon Report prepared by Walter K TIN, Jr., P.E. (Florida License
<br />No. "iffn, President of TIfteco, Inc. (Florida CA-0006719).
<br />WAI
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