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<br />TILLIT TESTING & ENGINEERING COMPANY
<br />P_RQDKC1yWA_L1L6k11_0N REMrX 50. i0mQZ2&93 2
<br />22-TES-T-RE PORTS:
<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 />I
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<br />fB0VJ1CT_EYAt,IJALTr0N RE?= NO. 20�",Ql 3
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<br />S. MATERIAL CHARACTERISTICS,A" PECIFICATTIOft
<br />Shall be strictly in accordance with �3'eneral Notes andComponeints indicated on
<br />,
<br />sheet 1, 2 and 2,2 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />VAT.TFR A- TILLrr. JR., P1, ____ _.- ,
<br />I VR,O( 801'ea
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<br />441'r
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<br />as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />No-20-176. Anchor speclications shall be as indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-669 dated Da/0911996, #96-570 dated 09/1811996,
<br />26, of Product Evaluation Document (P,E,D.), drawing No. 20-176.
<br />PRODUCT EY-A-LUXTION REPORT
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />RE-, Fenestration Testing Laboratory, Inc, reports # 2032 dated 0411611998 and
<br /># 2126 dated 1010511 998 witnessed by Gilbert Diamond, RE. and Report No.
<br />7�L1MJTAT_1QNS AND CONDITIONO-0-F USE;
<br />REPORT NO.: 2041728.01
<br />0219.01-09, dated March 4, 2009, signed and Sealed by Edmunclo Larglaospada,
<br />RE. and Henry Hattem, RE,
<br />7.1. Shall bestrictlyin compliance with General Notes Nm 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />1
<br />Tensile test report No. 9CM-197 by QG Metallurgical, Inc,, dated March 13, 2009,
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and I 1 thru 16, indicated
<br />on sheet2l of 26 of Product Evaluation Document (P.E. D.), drawing No. 20-176
<br />1
<br />PRODUCT CATEGORY: Shutters
<br />signed. and sealed by Frank Grate, P.E.
<br />-
<br />prepared by Tiltisco, Inc. and signed and sealed by Walter A. TOR, Jr., P.E.
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<br />PRODUCT SUB-CAtIEGORY- Storm Panels
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<br />Z.-3. _$TR,lJCTURAL ENGINEERINQ CAL LLATIO-N6,
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panol for maximum panel length vs. design
<br />defined on section 1620.2 of the Florida Building Code.
<br />PRODUCT NAME;, 20 GAGE GALVANIZED STE EL STORM PANEL
<br />wind load, as welt as maximum anchor Spacing vs. design wind load and panel
<br />MANUFACTURER- 012baLptatiewonprAlmas."Q
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />I
<br />7.3. Product shall only be installed into poured pioncrete, concrete block, and
<br />wood frame structures.
<br />4800 S.W, 61 Street
<br />dated 11103iO8 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />Davis, Florida33314
<br />I.F!URPOSEOFEVALUATI N-.
<br />3. MISSILE IMPACT RE.SIaTAN -
<br />C E.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr.., P.E. (Florida License
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />No, 44161), Prissident of Tiltero, Inc. (Florida CA-0006719).
<br />ID # 1 906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />iii0iisfoh"N
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />ND LOADS
<br />4. IN �
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<br />,11' ?, � T144 `�'*
<br />1111I �� I /21 *11,
<br />Professional Regulation.
<br />-RESISTANCE
<br />20 Gage Galvanized Steef Storm Panel has been verified to sustain wind
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<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,
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<br />1 45 `;_No, 44167 t
<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 />, 1�i�____,______Sc� =
<br />`7�__.�'L7- ', '*=
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<br />Florida Building Code, and to Verify that� the product Is for the purpose intended
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1,
<br />14, 15, 1 7, 1 8I 19, 20 25 and 26 of 213,,of Product Eval uatiori Docu ment (P-15. D.),
<br />__::�>*
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<br />_�,'A�;_&-,43-75�., STATEOF, .*.' I
<br />at least equivalent to that required by the Code.
<br />I
<br />drawing No. 20-170�
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<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />1AMALW&W
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<br />",,,;,,&/0N4`� W
<br />110;NINJI1000A
<br />a Building Code change that may affect Its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2, EVIDENQE SUBMITTED:
<br />2j. PROQUICT EVALUAinaW[)QC�UMEN_T.(F!.E.D.)w
<br />sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 ot 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />WATILL
<br />D;'i TILTFCO AOMON FILE00HROA I P. E. REPORT-20 k GLOBAL, PROTECTION PRODUCTS. LLC � 20 GAGE
<br />GALVANIZIM STEEL STORM PANW DRYING 4 20-176 � REPORT # 2.0-072&OF1
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 8. 14,16, 26 and 26 of 26. of Product Evaluation Document
<br />sheets I thru 26 CA, 26 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />(P.E.D.), drawing No, 20-178.
<br />Tillit, Jr-, P. E.; dated 07/28/2020. This drawing Is an integral part oPPIS
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<br />GENERAL : U 3) (11 CASE IPA' PRtQAST I SIDNE, OR PRECAST CONCRECIL PANELS. SIU000 OR WOOD BOARDS BE POUND ON !'HE I
<br />N" FM 111:1111ILRAI EXISTING WAILL, ANCHORS SHALL BE LONG 040WA To REACH THE MAW SrRUC77UR, BEHIND SUCH PANELS,
<br />I ,STORM PANEL SKONIN ON THIS 9555UTC; EVALUAT04 DOCUMENT JRED) HAS RUN VERWIM FOR COMPLIANCE IN AHCHORW SHALL Ilk AS MENTIONED IN 9,I) 410 04 6.2)L
<br />ACCORTDAN�E W.TH THE 2020 (7th EDITION) OF THE FLORIDA SUILDINO CODE �C) M-wv&,--%*A,�am-aemmr-mmm--V-,!�-��
<br />DESIGN ARIP WADS SHALL BE DETERMINED AS PER SECTION IMO Or THE ABOVE WNTIONED CODE, I/rt TAPOON ANCHORS, AS MANUFACTURES BY I.7V SUILDEX, INC
<br />Fog A WID SNEED A$Zr W 744C JURISDICTION WHERE THESE 'OlUTTERS WIAA� RE INSTALLED AND - #14-10 PANIEWATE 1`5101t IV AND PARUAWE PLUS, ANCHQRS� AS MANUFACTURED 91 E1CG COATS7RVCnON PRODUCTS
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<br />- VA 'AO SGRCWS PER N o.s.
<br />C I ALALD,F R? -P -fii AND SANU
<br />VREM
<br />FOR A �.O' 8$� ERIC ASCE 7 - NOT EXCEED THE WKINIUM (AS D) -
<br />OESWIN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12, 14, ID, 'IS, IS * 20� 7/16'll �� 5/a' WOOD CURIO', 45 015"I$UTED BY ALL POINT SCREW, SMT * SPIX441'r Co.
<br />IN ORDER TO VrRIrY T14E ABOVE CONOTION, ULTIMATE DC.Wt WIND LOADS DETERIAIRrO PER AWE 7-16 C I, MINIMUM THREADED PENETRATION INTO *000 OF TAPCON ANCHORS SHALL BE 1 1/2- AM 2- FOR ELCO PANI PUJ-
<br />SHALL BE Fiwi RIEWCEID TO ASO� DESIGN MIND LOADS 13Y MULTIPLYING, THEM By 0 6 IN ORDER TO
<br />AND PA061MA" -EM041E Ot
<br />COMPARE TOM ii� MAP, (A," 'I OF -SIGN PRESSURE RATINGS INDiCAM ON, SKCF-�� 7 -OIRV 17� ie, 1% 16, 19 & 20
<br />IN ORDER It VERMY THAT ANCHORS ON THIS RED. AS TESTED WERE NUT OVER STRESSED, A .In INCREASE N ALLOVA&C C .2) MINIMUM THnEADO PENETRATION or �G SCREW, Iwo THE *OOO FRAME upp SNALL BE � 1/2-. No F-FEADED
<br />STRESS FOR WIND LOI WAS NOT USED i" THER ANALYSIS, FASMNVIS SPACINGir TO WOOO AS BEEN DETERMINED IN PENEWITON INTO STUCCO SHAU_ DE CONSIDERED AS PART Of THE PEQ,NI, INPEARED, RTEN&Mnoii,
<br />ACCORDANCE WIN, NZ.S. MI& C 3) MINIMUM FDM� DISTANCE Of LATO SCREWS, INTO WOOD SHALL BE AS INDICATED IN TiTS MWNNU
<br />STORM PAIVW5 ADEWACY FOR IMPACT AND WIND Re' SISTANCE RAS BEEN VETWAM #4 ACCOR5ANCE WITH SECTION 1626 OF
<br />THE ABOVE WNTION'M CODE AS PER HURRICANE ENGWEERINTO St TESUNS TIROL REAOROS IM-Dal, %6-570 & 96-T30 ANT) C 41 MINIMUM PENETRATION OF WORD BUSHING SHALL BE 5/W' 1/4' #-2C SCREWS USED StVILL BE ! i/2' LGI MINIMUM
<br />_ 7ESM40 LAS INC,, REPORTS #2032 * #2126 , AS ITIFICTOODIS TAS201, TAN-702 AVG TAS-203 SHOULD _"JCG0 VIST, AND I* MINIMUM I
<br />FENESTRATION OR WALLS WITH NO $11OCCU,
<br />AS WELL AS AMERICAN TEST LW OF SCV1,14 FLORIDA REPORT 00219.01-09, AS PER TAS 201, TAB 2OZ AND
<br />TAS 203 STANDARDS. C 5) 44 CASE THAT PRECAST STIONE. OR PRECAST CONCRETE PANaS_ STUCCO OR WOOD BOARDS BE FOUND 00 THE EXISPNG
<br />WALI *�>IGR$ SNA�' RE LONC ENOUGH TO REACH THE MAW ISCROCTURE DEWAR) SUCH PANELS
<br />V_ ALL AtUYINUM aTHUSIONS TO BE 6053�76 ALLOY AND TEMPER. (UNLESS OTHEDWS.- HONED) SEE SHEET 2 AKRORACZ SHALL BE AS MENTIONED IN C.0 , Q�2) AT C 4)
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<br />I ALL ALUMINUM SH"� METAL USED AT CLOSURES SHALL HAVE 3105 -HT4 ALLOY- (I)) ANCHORS SAAL� BE 045TALLED FOULCI AU. OF THE RECOMMENDATIONS AND SPECTTH�ACONS OF THE AWHOWS MANUFACr.RER
<br />I
<br />A ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEI ASTIM A-!Z,l ORAM 50 MiNIMUIL C- en
<br />GALVANIZED STEEL USIGNATION W/FY- 521,S �I (AMR ROULEL�, 8, PANELS MAY ALSO BE INSIALLM HORIZONTALLY FOLLOW140 INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH TO (SHEETS �
<br />IFIRCUOR 6� LXCEITT iNAl ��ERS (Z d, Q SHALL NOT BE USED
<br />I
<br />5 ALL 5CRTWS TO UP 7AINLESS S,TUL 304 OR .11 5 A151 SERIES OR CORROSION RESTSTIMI COATED CARBON STEEL AS PER 9 IT SHALL, BE THE RESkINSIBRITY OF THE CONTRACTOR 10 VERFY THE SOLAONCES OF THE SMCIVRE WHE SHUTTM BE
<br />DIN 50016 HIR VELD SFROTC7H AND SO LR TVVTLP STRENGTH & SHAL4 COMPLY A/ tLORINA SUMI CODE � RE IS To
<br />SECTION ZA 14, ATTACHED TO INSURE PROPER ANCHMACTI THIS SHUTTER SHALL ONLY RE ATTACHED 10 CONCABlE, BLOCK OR WOOD FAM"
<br />n��% UVILDINGS,
<br />B BOILTS 11) RE 15114 A-30 GALVANIZED STEEL, OR AISJ SOT SERIES SIARRIZES Slrn- ATFN �l6 NIII MINIMUM ITELD
<br />STRENGIfk� M EACH REOIJW STORM PANEL WFIb LENGTW, OVER V-S THROLOR 12'-,T� AS PER SVCiIORS 6 a 9 A 70 AND ALT��,,NATWE5 SW.
<br />I ANCHORS TO AAu_ ,SHALL RE AS FOLLOTM " A, low ON SHEETS ILI A & It Ra-PE111"WLY. SKA'L HAVE A =113LE AND READILY VISIBLE VARKING INSTRUCTING OWNER OR
<br />TENANT TO SECURE PAN�L$ WITH APPLIQABLE REINFORCEMENT OURTN,!� FEM005 Of HURRICANE WARNING
<br />(A) TDCT5SPW_PQWW_aQNcRQF, 11 TFIE INSTALLATION COWIR(ICTUR IS TO SEAVOWLk ALL S8UYQER COMPONENT EDGESS WHIC4 RUM. 114 0OHUNIAOUIS CONTACT Wilij
<br />I/eO TAPCON MUROTIS AS MANUFACTUREO V LTV� IBIALDEA� INC, 440�, 1'�192 P..�..) THE BUILDING TO PREVENT WIND/RAIN 94TRUS0h,
<br />- , , 'fURED BY DEWALT NC� (MIN, ?'�DCU P.)
<br />/4 4 . 71R` �ALR-IN ME 40R,i, AS MMUFAC
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<br />- /4-0 A ,�,/e SOUU-Stf MOHQR�� AS D45TRIBURED BY ALL POINT SCREW, HOLT A, SPECIALTY CO 12, STORM PANEL INSTALLATION SRALi COMPLY WITH SPECS INDICATED IN OS DRAWING PLO$ ANT SUIUANU AND ZONING RECULATONS
<br />C-30OR p.) , ROIADID BY THE ,11RCMICTION WHERE PERMIT IS APPLIED TO.
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<br />� 114-10 PARELMATC FEIWALE 10 & PANELLWE PLUS ANCHOI AS MANUFACTURED W 0_UO CONSTRUCTION PROCUM ),�� (R) THIS PRODUCT EVA,VAnONr DOCUMENT tP.F, 0) PREPARED BY THIS ENVINEER IS GENERIC AND DOES NOT RROIAIDE Wro"UTIN
<br />,!WN. I'3MO R,�Q FOR A SITE SPECIElC PROJECT; 1 .� WHERE nIi 5" CORWYON5 DEVIATE FROM THE P F IT
<br />- 0'0 CF TAP-OPIP ANCHORS, AS MANUFACTURED BY TW-EAFT CORPORTATRON (F'350. P-)
<br />(6) CONTRACTOR TO BE !RESPONSIBLE FOR TNe SELECTION, PURCHASE AND INSTALLATION INCLLIDINQ LIFE SAFETY Of THIS PRODUCT
<br />A 1) MINIMUM EJAREDIALM OF TAINCON AN[>(ORS INTO POURED CONCRETE SHAILT_ K ' ,�/4'� 2' FOR PANEI-HATE FEMALE BASED ON TFOS IREZ, PROVIDED HE/5HE DOES (401 CEMATE MGM THE EDUCATIONS GEIFAI ON THrS DOCUMENT
<br />93 MO PANEMAkTE PLUS AND I 1/4' FOP, CF TAP-ORP ANCHM OCHISTRUCHOA, SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY,
<br />A,2) CALK -IN & SOLO -SE', ANCHDAS SHALL BE EMBEDDED 7/6- INTO THE AWRED CONCRETE .NO EMBEDMENT INTO W 11ITS ERTGOLWT EVAIAIATION DOWNIM IMIL BE OONSHII, WIAUD IF WINFIED
<br />SPJ000 SHALL BE PERMITTED. Ile f-20 SCREWS USED SHALL BE I 1/2- LONG MINTINUM S14OULD STUCCO Evsl� I
<br />AM I� MINIMUM FOR WALLS WITH NO STUCCO, AND M�r BE HEADED SUR-VS Off A� THREADED SCREWS W/o IIEID, 01 BIT SI'MCIT"C PRa,TZCT`- SHALL a PREPARED Bry A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME T,4T I
<br />BUY WIT. WING, NUTS. ENGINEER Or RECORD (E.".) FOR THE PROJECT AND WFIQ WILL ITS RESPONS1.61F FOR THE I
<br />PROPER USE OF THE P.CID. ENGINEER OF RECM1% ACIINC AS A DELEGAMID ENGrNEOR TO IRE
<br />A,II) IN CASE THAr F-RECAST STUNE, PRECAST CONCRETE PANELS. PAVIERS� STUCCO CIA AM BOARDS BE FOUND ON THE PILO ENSINEER, SHALIL SUIEWIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REIV"_
<br />MSTINC WAL1, OR FLOOR. ANCHORS ,SHALL BE LONG ENOUGH TO BEACH THE VAN -'11RUCTURE BEHIND SUCH
<br />PMRS "HOWE SHALL BE AS MENTIONED IN A,I) AND IN A,21. (A) THIS PC-D� SHAlL BEAR THE DATE ATNO ORIGINAL SEA AM EXINATURE OF THE; PROFEWSINAL
<br />ENGINEER OP RECORD lWi PREPARED IT,
<br />(a) To M;5mfi umvr_&QQ� �,.Srm, t4 $iOTTEP MATH10FACTUREWS LATEa SHALL BE LOCATED ON A READILY MSIM LOCATION AT STORU
<br />- # TATACON ANCHORS AS MANUFACTURED BY I, 7 W 6UTILDIEK. INTO,,
<br />1/4 PAKIL SKITHER IN' ACCORDANCt WIT14 SECTION 110t9,S OF FLORIDA SUiLORNS CODE, Ow I AM
<br />- I/4' - � 7/9' C"- -IN M0447S, IS VANUFAMPED BY DEWAID OH-, (MIN, r- I 5,10 p,. I I SML BE PLACED FOR EVERY G ,PrMNG- LASEUNG TO COMPLY WqH SECTIO,iY 1709-9,2 OF FNE
<br /> j/ro X ,�14� SwI McHogs, AS Olsigisimn BY ALL Pow SCREW, SOFT Ar SPEQkTY to, FLORIDA aUILOINIT, CODE
<br />(MILL VA-HIMU V�.Q NO SHALL ONLY RE USED
<br />- #14-10 PANWAXIT FENAUF in AND PANELIANIE PLUS ANCHORS. AS NANILEAMIGOD IRY CLOO CONSTRUCTION QKAWJ
<br />PERMITS IN THE S01'& Or FLORIDA
<br />ItLONINI'A0,
<br />PRODUCIS NIRT� e-2071 P,O I ) L=1
<br />- VA' 0 OF TAE-04P ANCV M_ AS fAANIJrAQTUNFD BY rRV-EAN1 CORPTRATION V.011 Jk A ,% _.
<br />IT" A'-, 1144"f4"'.
<br />114' I..
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<br />PA Afflim"IMLOW811F 01 rAIRCON, ANCHOIRS, i1co PANKLUATES Mo OF TAP-GrAP ANCHOR, INTO THE CONI � " .,� FLORIDA allILDING CODE (High VatocIfy Hor WiNiZore)
<br />N�Y���
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<br />OT,%* ,ATr SPAU BE i 114-, $ " , -, , iF-- .=9 -L- INC 20 GAGE GALVANIZED SIM STORM -P
<br />, PANEL
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<br />8��) CAA.X-fN a SCCC-5177 ANC14ORS SHAIX, GE EMBEDDED 71r INTO THE OTINCRETE SLOCO UNIT 00 EMS 167 '� = — DRAW iY1
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<br />INTO MUM SI,IA�L RE PERMITTED t/4* 0-20 SCREW$ USED SHALL BE 1 1,1l' LONG MINIMUM S"Qua - cc , /-r--T---\ GLOBAL PROTECTION PRODUCTS, LLC. "A'M
<br />`
<br />MST� ANIT Ill NINIVIUM FOR WALLS "N NO STUCCO. YA I / IILIECO,.C,
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<br />kRODUCT EVALUATION REkORT ,LFLPL` Tljl��N'44LV
<br />CA 1iN..0306?I9
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCTCATEGORY� Shutters
<br />PRODUCT SUB -CATEGORY- Storm Panels
<br />PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM
<br />I PANEL
<br />MANUFACTURIER� Global Protection Pr_Qduct%A_L1I
<br />000 S.W� 51 Street
<br />Davis, Florida 33314
<br />1. PURPOSE OF EVALUATION.'
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr, P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61020-3, Method AID 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 />� '' .
<br />been verified for compliance inaccordapCewlihtho2Q,20 Seventh E-Clitil6nofthe
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at least equivalent to that requ [red 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 limitaCons and Conditions
<br />2. EVIDENCE SUBMITTED:
<br />2,11. PRO-DUIC-1 EVALUATION DOCUMENT IP.E.D.I!
<br />Drawing No. 201 ITS, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
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<br />I, 12' �11, I I Iiiii. V � . .Mo Imm ot- I F"�
<br />I, . ITON"k M 4WAM I- Z 1 _S 20 GAGE GALVANIZED STEEL STORM PANEL
<br />3 M. . � �, rp"I 'I Z I
<br />. IATARN SY,
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<br />4. SECTION X-X Z*i * 4�_--.1T4,I4 ,,&-- ,
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<br />SCALE 3/6-1- 1� " � --- _ - 7- �,_ '> AM,
<br />AT TOP OR -,5�- 0 it U1, 110MILM., GLOBAL PRDT`E.CT!ON PRODUCTS, t'LC. 71"'1100-
<br />X IN STRW
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<br />- :ATION R"_ORT NO. 20,0722M, 2
<br />2Z TIESTREPID
<br />SM-
<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, Uhtforni static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared byAnterican Testing
<br />Lab of South Florida, Report# 0814.111�01 dated 03/11102 witnessed by William
<br />R. Mahner, P.E., Boriz Moroz, P.E. and Henry Hattem, P,E. and Report No-
<br />0219.01-dg, dated February 26, 2009, signed and sealed by'EcIrrundo
<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 />Building Code. Test Report prepared by-Amencan Testing Lab of'south Florida,
<br />Report No. 1123.01-iO, dated November-23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P,E.
<br />Tensile lest report No. 9GM-1gI IQQ Metallurgical, InC, dated Match 1% 2000,
<br />signed and sealed by Frank Grate, P,E, as perASTM E-8 and TonsIle Test as
<br />per QG Metallurgical Report No. 1 OKM-11 318, dated December 1, 201 0 Signed
<br />and sealed by Jerry Jaclofano, RE, as per ASTM E-8.
<br />I'll CT AL N C_ I S:
<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 />I I
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. calculations prepared by T11teco,
<br />Inc., dated 12/15flO and 08/27113 (for this revision), signed and sealed by Waller
<br />A. Tillit, Jr,, P.E.
<br />&MIS,411LE IMPACT RESIS�T IN -
<br />A
<br />_O-E.
<br />Large missile Impact under-saintion 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WIND 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 3,9, 10, 11,
<br />11 and 17 of 1 8 of Product Evaluation Document (P.E.D.), drilitiving No. 20-175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, I 0, I 1, I 4 thru 16
<br />and 18 of 18, of Product Evaluation Document (RED.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />01110111=114VALU&IT 3ON RErQXEXa_U.#J" 3
<br />5_��Tl N;
<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, 1 3, 14, 15, 1 6 and I 8 of 18, of Product Evaluation Document
<br />(P.E.D.), dimwing No. 20-175.
<br />t-MATERIAL CHARACTERISR93-AWIRE -
<br />C I �FC A �QN S.
<br />Shall bestrictly in accordance with, General Notes and Components Indicated on
<br />.
<br />sheet I and 2 of 1 8, of Product Evaluation Document (PE.D.),drawIng No.
<br />20-175;
<br />Anchor specifications shall be as indicated on ISheet I of 18, of Product
<br />Evaluation Document (RE.D.), drawing No. 20A75,
<br />I
<br />LUMnATLOWNS-AND CONDITIONSDIF USE:
<br />r,
<br />0
<br />7.1, Shall be .strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />-0 .:�a
<br />on sheet I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175
<br />`9 I'll
<br />S A cp
<br />Prepared by Tilteco, Inc. and signed and sealed by Wilbor A. Tillit, Jr., P.E.
<br />'�S., %_
<br />p. V
<br />7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ONES
<br />. A>- ,�7 C"
<br />LA to CP -1
<br /><� .0 U!", �
<br />as defined on section 1620.2 of the Florida Building Code,
<br />I
<br />.0-
<br />- - e, ,��
<br />7,3. Product shall only be installed into poured concrete, concrete bloc ,land
<br />' , co -
<br />.� .�o i%p
<br />%P ,P i-�
<br />I
<br />wood frame structures
<br />1
<br />�� ,;�'. C
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<br />-* .�., .
<br />Product Evaluation Report prepared by WalterA. Tillit, Jr., P.E, (Florida LI
<br />LI
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<br />IT. 15
<br />7
<br />No. 441[67)� P resident of Tifteco, Inc. (Florida CA-0006719).
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<br />or- -;
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<br />[)-'�TILTE,COADtAONRECORE).6�?.E.REPORT.2C
<br />GALVANIZED STiErL STORM PANEL � DR%VG # 20-175 1,
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<br />I TO;' WOOD SEE SECTIONS ON SHEETS 10 & 11 - - _____
<br />I LS rl) & 19 ELEVATION
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<br />= . No 44167 1 = 20 GAGE GALVANIZED STEEL STORM PANEL
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<br />SECTUN A- ��� N PRODUCTS, LLC, '�
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