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<br />TILLIT TESTING & ENGINEERING COMPANY
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<br />WATTIR A. 71l JR., RE, ,��n2tl '
<br />""rPL C A. U NP. 0006719
<br />PRODUCT EVALLIATIQN.REPQRT
<br />REPORT NO.: 20-0728-DI
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Parlelt;
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Qk*al Protection Produictii, LIl
<br />4800 S,W. 51 Street
<br />Davie, Flonall
<br />.1-BURMS-E-QUE&ALVATION:
<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 />61 G 20-3, M eth od I D of the IF to rida Depa rtment of Busi ness and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />boon 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 Inteinclod
<br />at least equivalent to that required by the Code.
<br />Thiq Product Evaluation Report shall be subject to review arid revision in case of
<br />a Building Code c1hingc that may affect its limitations and conditions
<br />2.,EVInFNGF_ SUBMITTED;
<br />Zj. PROEIVII-MINUATION DOCUMENT (P.F.D.);
<br />Drawing No. 20-176, titled '120 GAGE GALVANIZED STEEL STORM PANEL",
<br />Sheets I th(Li 26 of 26 prepared by Tilloco, Inc.: signed and scaled by Walter A-
<br />Tillit. Jr_ P.E.; dated 07/28/2020. This drawing Is an integral part,NIN's
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<br />Evaluation Report. ol IF, R A. rj4 , %,,
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<br />6355 N.W. 36th Strmt, Suite 305, Miami, Florida 13166 - Phone: (305) 871-1530 4111FIVINAUAT-11\911
<br />P-ROULCY EIVALUATION REIVICK NO, 10-072U1 2
<br />U TEST 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 It 96-569 dated 08/09/1996, #96-570 dated 0911811996,
<br />#96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />P.E-, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and
<br /># 2126 dated 10105/1 998 witnessed by Gilbert Diamond, P.E. and Report No
<br />0219.01-09, dated Marrh 4, 2009, signed and sealed by Eclarundc, Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile last report No. 9CM-197 by QC Metallurgical, Inc.. dated ManCh 13, 2009,
<br />signed and sealed by Frank Grate. P.E.
<br />2.3. STRUCTURAL ENGINEERING,MCJJLATLQKS;
<br />On 20 Gage Galvanized Steel Storm Penn] for maximum panel length vs- design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
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<br />length based on rational and comparative aralysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc,,
<br />dated 11103/08 and 03/12115, gigned and sealed by Walter A. Tillit, Jr.. P.E.
<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. WIND LOADS RESISTAMG&�
<br />20 Gage Galvanized Steel Storm Panel has been verified to SUStSir wind
<br />pressures. Maximum panel length shall boas indicated on sheets 8,10, 14, 15.
<br />16,19, 25 and 26 of 26 of Product Evaluation Document (P F-D-), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, I 1,
<br />14, 15, 17, 18, 19, 20 26 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-176.
<br />5, INSTALLATION -..
<br />Irstallation shall be performed ,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 sheats 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P. E. D), drawing No. 20-17&
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<br />rENFRA1 N : 83) IN CASE tHX7 PRECAST SIONE, DR PRECAST CONCRETE PANELS, SUCOU OR WOOD BOARDS ME FOUND ON THE
<br />Nkm JMR M= tXISrNC WALL, ANCHORS SHIML, BE LONG ENOUGH TO REACH IHC MAIN STRUCTURE BEHIND SUCH PANELS
<br />� 'TOFU PMEL �OWN ON THIS PRODUCT EVACUATION DOCUMENT (PE.0) H45 EVEN VERIFIED FOR COMILUANCE, IN ANCHORAGE SHALT BE AS MEN 04M N 9") MO IN 82)
<br />`CCOROANCE WITH THE 2020 (71N EDITION) Of niC FIORIGA BUILDING CODE TO TQ-DmtbLr W= tMEL1PVMG_W1kM_..L_�D_%5__Mif1.
<br />- 1/:'@ TA9C*N ANCIORS. AS MANUFACTURED BY JIW BURDICK, INC
<br />DESIGN WIND LOADS SHN,L BE MIERMiNFD 45 PER SECTION 4670OF THE AEXXVT MENTIONED CODE. _ IT _1n PANELMATE FEMALE 0 MO PANFLMATF PLUS ANCHORS AS MMUIACTURED BY E1C0 CONSTRUCTION PRODUCTS
<br />FOR A WIND SPEED AS ItEDURRED BY THE JUR1S=nOM WHERE THEM �_UTTTRS VKU BE INSTALLED Mo - 114-0 LAG SCREWS; PER N V.!�
<br />THE
<br />VON A DMIECTIONALITYrACTOR Xd-Oft,USIK ASCE 7-16 AMID SHAIIL NOT rXCFfO MAXIMUM (A.SZ) � 7/16'0 � 5/8' WOOD BUSHING. AS DISIRIBUTEV BY ALL PO4W SCREW. VOLT & SPECIALTY DO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU t2 14. 1�. 19, TO III 20
<br />IN ORDER TO VrR" THE ABOVE CONDITION, (AFIMAIL DEWA WIND LOADS OrTrRMFAIFD PER ASCE 7-16 C11 MINIMUM THREIACEV PEKI14ATKIN Wo WOOD Of TAPICON MCMDRS SHN'L BE 1 112- Mo 2- FOR ELCO PAMELMATE PLLS
<br />SHALI BE ; FIST REDUCED 10 A,SD DESIGN WIND LOADS BY MULTIPLYING THEM BY 0 6 IN ORDER TO MO PANUMALIF FEMALE ID.
<br />COMPAK _ MAX (A SO) Of" FWS�Soff RATIMCS INDICATED ON SHEETS I TRRU 17. 14, 15, 16. 19 III 20
<br />THESE W/
<br />C 2) KIN&I THREADED KINCIBATIoN or LAO StflEw, INTO THE WOOD rRAAFC Leir SMALL BE ! I/?- No ". EADED
<br />IN ORDER TO VERIFY THAT AML*K)RS, ON THIS P E D AS IT" STED WERE NUT QVCR STRESSED. A 33% 0AICREALM IN ALLOWABLE PENETRATION INTO STUCCO SMALL, BE CONSIDERED AS PARV OF TK REO�IRVD THREADED PIEWIDTFIIAVON
<br />$?RES� FOR WIND LOADS WAS fiU USED IN THEIR MAIMS FASTENERS SPACTNG TO WOOD 14AS KIM DETERMINED IN
<br />ACCORDANCE WITH N.DS. 2018. C 3) MINIMUM EDO( ENSTAWE Ar LAG SCREWS. INTO WOOD SMALL BE AS INDICATED IN M DRAWING
<br />STORM PANEL . S AGEDUACY FOR IMPACT MO WIND RESISTANCE HAS BUN VERIFIEC IN ACCORDANCE WITH SECTION 1526 OF
<br />THE ABOVE UFNII(INIFT) CODE AS PER MLIFIFICANE ENGINEERING III ICSF%G INC FIIEPCIFIS 011-50, 96-!170 III 96-T30 AND C.4) WKWIN PENETRATION OF WOOD BUSHIIIIG SHALL BE 51W 1/44 0-20 SCREWS USED ShAIJ IFF 0 1/2* LONG MINIMUM
<br />� RESTRATIO, TESTING LAS INC. REPORTS #2032 A, #2126 � AS PROTOCOLS TAS-2D1. TAS-207 AND TAS-205 SWAILD STUCCO EXIST AND I' MINIMUM FOR WAVES WIN No STUCCO
<br />FE
<br />,3 WE11 AS AMERICAN IEST LAS Of SOUTH FLORIDA REPORI 00219.01 -09. AS PER VAS 201. TAS 102 Mo CS) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS. STUCCO OR 0000 BOARDS RE POUND ON THE EXISTING
<br />VAS W03 STANDARDS WALL ANCHORS SMALL Of. LONC ENOUGH TO REACH THE MAN STREIrTURC OEHOV) SUCH PANLIS
<br />2 ALL MUMPNUM EXTRUSIONS NO BE 6011!I-10I AUDI AND TEMPER (UNLESS OTHERWISE NOTED), SEE S14EET 2 ANCHORAGE 9*1 BE AS MENTIONED IN r. 1), C 2) & C 4)
<br />3 ALL ALUMANUM SHEET METAL USED AT VAOSURES SMALL KAYE 3105-1414 ALLOY (0) ANCHORS SHALt RE INSTALLED FOLLOWING ME OF INC RECOMMIFAICIATIONS MO SPECIE CATIONS OF THE AW-40P � MMUFACTI)RIM,
<br />6 ALL STEC. SHEET METAL PANELS SMALL HAVE STRUCTURAL CUP�LM STEEL A17M A-655 GRADE 30 MINIMUM. O- W 8 PANELS WY ALW BE INSTALLED HOMEONTALLY FOLLOWING XRSTA"AtION DEIALS SHOWN ON SECnUH 3 tMRoPDM 10 (SHEM A
<br />GALVANIZED STEEL DESIGNATION WM- 585 - (AFTER ROLLED) THROUGH 6) EXCEPT IAV KL40ERS (M & 0 SHALL NOT BE USED
<br />5 &L SMINS, TO BE 57AINLM 57TML 304 OR 316 AIS3 SEARES OR CORROSION RES*IANT COATED CARBON PEEL AS PER 0 1 SHAA1 BE THE RESPONSIBILITY OF T)fF WWRINCIOR 10 VERIFY THE 50iJAIDNESS Of THE STRUCTURE "RE SHILATER IS TO BE
<br />DIM 50015 W/ 50 M "nO STRENGTH AND 90 km TENSILE STRENGTH A SMALL COIAFSY W/ FLORIDA 10400AG CODE ATTACHED TO INSURL PROPEFF ANCHORAGE ?HIS SHUTTER SHALL ONIV HE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />SECTION 2A, I ) .34 WIXOM$
<br />6 WATS TO BE ASIR A-307 GALVANIZED STEEL, 00 AISI 30- %W� SINKLM WEL, WITH 3e IRP IIIIIII&AIM IEU7)
<br />10 CAC. REGULAR STORM PANEI WFT)I LEKTHIS OVER W-10 7.AOUG4 12*-4', AS PER SECTIONS 6, 8. 9 III 10 AND AIL'ERNINTIVILS Be,
<br />SII*Ncy.
<br />9W &F ION ON SNED3 t, 6 & 12 RESPECTIVELY: SK41 HAVE A LEGIBLE AND REA1x.Y VISIBLE MARKING INSTRUCIFINO OWNER OR
<br />? ANCHORS TO WALL SHNLL BE AS FOLUJWS� TENANT TO SECURE ;�AINELS WITH MAPUCARLF IMINFORCE14ENT DURING FAINNOM OF HURRICANE WARNING
<br />(A) MAX3M "VJZQ �CQJQIM 11 r1t INSTALLATION CONTRACTOR IS 70 SEAA./CAUUM A,LL SHUTTER COMPONENT EDGES *W-H REMAFN IN CONTINUOUS �*WACI WON
<br />- 1/4*0 IN -CON ANCHORS 'IS MANUFACTURED BY IT W OUILDEX. INC (MY, f-3102 P-) THE BIKEONG 70 PREVENT WINDY" WIRUSIDN
<br />. .
<br />_ 114 # A 7/8' C&"-N ANICHLIFtS. AS MANUCACTURED BY DEWALT INC (MIN VXXXII P.m Q
<br />- 114-0 V 3/4- SOUD-SET ANCHORS. A' DISTRIBUTED BY ALL PON41 SCREW, SOLT A, SPECIALTY CO 12 STORM PANEL 067ALLATVN $KAU, COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS AM BUILDING AND ZONWC REGULATIONS
<br />(M," r__30DO P-) PROV9NO FIV THE JIIRPSDCTON WHERE PERMIT IS APPLIED TO
<br />- $14-10 PANIELMATIE FOOTE K) A, PAN"MATE PLUS ANCHORS, AS MANUFACTURED BY ELOO CONSTkUtrKel PRODUCTS, I 3 (a) THIS PRODUCA EVALUATION DOCUMENT (RE 0 ) PREPARED W THIS ENGINEER 15 GENERIC AND OM NOT PRCAADIL RIFORMAPON
<br />(MIN I'F-j4w P-) FOR A SITE SPECOIC PROJECT, I* WHERE T14E SHE CONVITIONS DEWTIF FROM THE PE,D
<br />- 1/4-0 Cr TAP-4RIP ANCHOS& AS MANUFACTURED FIT IRL-IFAST DDRIPORATION Il',-3600 R,1�0
<br />(I) CONTRACTOR To BE RESPONSIBLE FOR 'HE SELECTION. PURCHASE AND 061ALL-ATON INCLUNNG LIFE SA" OF THIS PRODUCT
<br />� 1) MI LwEFM EMBEDMENT OF TAPCON ANCWWS INTO POKJRED CONCRETE SMALL BE 1 3/4': 2' FOR PANCIMATIF raw[ BASED ON " Pf.D. PROVIOLD PE/5"E DOES NO WRIATIE MOM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />VON= 1IMICIANTE PLUS AND 1 114- FOR CF rAP-GRIP ANCHORS COW,TMPUCTION SAFrY AT SITE IS THE CONTRACTOR'S RMONSIEMITY
<br />k7� CAIK-IN 4 SOUD- SEI ANCHORS SMALL FIT EMBEDDED 718- INTO THE POURED CONCHEIE NO LWVEDAKMI INTO IF) THIFF. PRODUCT EVALUATION DOCUMENT WRA RE CONSIDERED INVALID 0 MODIFIED
<br />SFUCOO %HALL HE PERM(TITOO 1/4' IF-20 SCREW% USED SMALL BE 1 1/2' LUNG U04MUM SHCA)LD STUCCO EXIST.
<br />ND 1* MINIMUM FOR WALLS WITH NO SlUrCU� Mo WAY Of HEADED SCREWS Oft � THREADED SCRM.- W/O HEAD� (d) STTE SPECIFIC PROJECTS SHALL OF PRICPARM fly A FLORIDA, REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />BUT WON WISC. Nun ENGINEER or RECORD (LOR&IOR THE PROJECI AND WHO WIUL Of RESPONSIBLE, FOR ME
<br />.q0FU` USE 0; IMF P.( D. GINOER Of RECORD. ACTING AS A DELEGATED ENGINEER TO 71C
<br />A 3� IM CASE THAI PRECAST STONE, PKCXSI CONCREIE PANELS, PAVERS. STUrrO OR WOOD BOARDS BE FCKMU CH TNT '11) ENGINEER. SHALL SUBMIT 10 THM LATTER THE SITE SPECIFIC DRAWINOS FOR RFV�EW
<br />EXISTING WALL OR FIOCIR.�017"ORS S114L BE LONG ENOUGH TO REM`,H THE MAIN STRUCTURE BENNO SUCH THE PROFESSX)NAL
<br />PANCLS 4WmOKMa SNA, RE AS MET4,10NED IN A 1) MO IN A 2) (*) THIS P V 0 SHALL BEAR THE DATE AND ORIGOAL SEAL- AND 5ICKATURE Of
<br />ENGHM OF RECORD THAI PREPARED IT
<br />(a) To EXISIW-QQWZLIE-JL"l�-W&L,--"IY-f--" W4 SHUTTER MANLFACIURER'S LABEL SHALI BE LOCATED ON A RCADIII VIVOLF JOCATION AT STOMM
<br />- TAKON ANCHORS AS MANUFACTURED W I I III BULM, INC PANEL SHVTFEP IN ACCORDANCE WITH SECTION 1709.9 3 IV FIOMM BUILDING CODE ONE LABEL
<br />:/A' :
<br />- ,`4' A 7/8' GALA-* ANCHORS. AS MAlitRACTUM BY DEWALI INC (MIN V-1500 P,.,) SMALL BE PLACED FOR EVERN OPENING LABELING TO COMPLY *114 SECTION t70692 OF FLIC
<br />- 1/4-* X 3/1 - SOLIO.SET ANCHM,. AS DISTRIBUTED BY AU PM1 SCREW. BOLT & SPECIALTY CO F-OPIDA aUILOLAG CODE
<br />(ON J.'11800 P.A.) . BE USED TO
<br />- #14-10 PANELMATE FEMALE 10 MO PANEL#Mtt PLUS AAC)IORS. AS MANUFACTURED BY LUGO CONSAIRUL7" ATE OF FLORIDA
<br />I I Hill 1, I
<br />PRODUCTS (MIN P-2071 P A i) 00
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<br />_ I /4* III CF 'AP-GMP ANCHORS. AS MMUFACTUFIFD fly TRV-F�l CORPORATION
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<br />. .. FLORIDA BUILDING CODE (High Velocity M.,rk*Po zone)
<br />B� I I MINIMUM EAECDMEW, OF TIPTON MCHORS, FICO PANtL"TES MO CF fw-GRP ANCHOR, INTO THE C . V\
<br />BLOCK UNIT quAL, BE I I/e. IT :.' — 1L`VX% RIC 20 GAGE GALVANIZED STEEL STORM PANEL " RV
<br />NO' 4 I
<br />9.2) LAUK-IN AT SOUD-Sr7 ANCHORS SMALL BE DAKODED 7/8- INTO !HE CONCRETE BLOCK UNIT NO EMBO 167 * - ILI III-=
<br />- LONG MINIMUM Sl� L3V , PROTECTION PRODUCTS, LLC.
<br />INTO STUCOO�NPIAUL RE PERWITIVID 1/4- 0-20 SCREWS USED SHALL RE 1 1/2 � ."�. IT
<br />FOR WALLS "4 No STUCCO. . -0, - -
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<br />COMBINED IN ANY WAY TO SUIT ANY
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<br />20 GAGE GALVANIZED STEEL STORM PANEL BY
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<br />SCALE
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<br />- LAPH-HAP, N� t.0-P., - MP
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<br />____
<br />PRODUCT EYALUAIEQNJUrQILL-N-O,.Ik-0729.01 I
<br />6. MATERIAL CHAR
<br />ACTE
<br />.1113TICS AND SPECIFICATIONS:
<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.2G-176. Anchor specifications shall be as indicated on sheets 1, 7 iind 21 of
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 20-176.
<br />7. JW IM 1) CONDITIONS OF U
<br />I ,kT A SE.
<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 # 1 thro 4 and 1 1 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, Tillit, 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 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. TIM, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />,,,, N TJ "',
<br />sll,'��?, : 441""I"'.
<br />411, N.; "''Ill 11,
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<br />-Zk,,,��% STATE OF :
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<br />VVAnUL
<br />L)�� TILTFCO ADMON RECORDS � P. E. REPORT 20 � GLOBAL PROT ECTION PRODUCFS. LILG � 20 GAGE
<br />GALVANIZED STEEL STORM PANEU ORM * 20-176 % REPORT #20 0720,01
<br />-
<br />/T 71L� 7EC7<7>7 17N C
<br />_\
<br />TILLIT TESTING & ENGINEERING CC I
<br />WALURA. TIL1JT, a. RE_ tlli��Uo.lxoa.
<br />PRO. UCT EVALUATION-REFOR P.r W 44167
<br />1 ILF'A'. U-sNa.93IMN9
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shatters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />1319baLprotectioll-product;IL-IALC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1, RVRPO$F;__Q.F_EVALVATIQN;
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr-, P.E. (Systerr)
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1 D 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 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 />. EY D NCE SUBMITTED-',
<br />2.1, PKQDM-CMALUATIO.aOCUMF-NTAP.E�D,):
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/2712020. This drawing is an integ*T�1�'O,qpls
<br />, ,
<br />., IZ4 "i,
<br />Evaluation Report "� , . , � "
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<br />6355 N.W. 36th Street, Suite 105, Miami, Florida 33166 - Pbove: (305) 871-1 "Ili, ...... I"111, I 4531
<br />- -----,
<br />-,- ________
<br />ENL__,FQ_R _Q� & LIEE S FETY STORM PANELS
<br />COMPON 5 TR REQ"a
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<br />(SCALE 1/2-l')
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<br />INSTALLADON DETAILS FOR REGULAR PANEL5(i & A M Qp%*Es_�IRS FOR INgAIRIMON INROM QQNQKM
<br />INTO EXISIING POURED CONCRETE 911 QQNCRETE BLOCK STRUCTURES QWM I= OR WOW
<br />11X OR FANIFILMATE 'E� 'HORS . " .D-FOR REGULAR UEE SM AND E-2 H" M
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<br />T_ v,Hrtu,r 1 '(7- W� COZIGR04; . rVALI OR 0RUPIR - 2 : - 20 GAGE GALVANIZED STEEL STORM PANEL ORMIN �
<br />. � . . . ) RtQUAN) I HIARK" � : No 441SI ".. I
<br />3 RIP, X
<br />x SECTION X-X I: *: * e�' C . - - -_ .,/I$/WI.
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<br />MIDOLCfEN ALLArl 0. 20-0727-02 1
<br />2Z_TESTRE_POIl
<br />Large missile impact foad tests were performed under SSTD 12-99 standard as
<br />per section 116091 2 of the Florida Building Code. Uniform static loads as per
<br />Section 17n9.8.1, per ASTM E-330. Test reports prepared byArnerican Testing
<br />Lab of South Florida, Report* 0814.01-01 dated 03111102 witnessed by William
<br />R. Mehner, P,E.. Boriz Moroz, P.E, and Henry Hattern, P.E. and Report No�
<br />0219.01-09, dated February 25, 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 1609,1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123,01-iO, dated November 23, 2010, signed and sealed by Julo E.
<br />Gonzalez, P.E.
<br />Tensile test report No. OCM-198 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed arid sealed by Frank Grate, P,E, as per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P, E. as per ASTM E-8.
<br />23. STRIXTAJEAL EXPINEERING-CALUIAT
<br />, .IONS:
<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 Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/18110 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P�E.
<br />3X_1IdI15§_1L_E_ I M PACT RESISTANCE:
<br />Large missile Impact under section 11609,11.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4,-WW, WARSI-RE-516ITANCE;
<br />24 Gage Galvanized Steel Storm Parial has been verified to sustain wind
<br />pressures, Maximum panel length shall be as indicated on sheets 3, 9, 1 0, 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, 9,10,11, 13 thru 16
<br />and I 8 of 18, of Product Evaluation Docurnent (P. E.D.), 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.
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<br />5. INSTALLABON;
<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, 15. 16 and I 8 of I 8, of Product Evaluation Document
<br />(P.E-D.), drawing No- 20-175.
<br />6. MATERIAL CHARACTF.MSMS-AND-SP-MiEtCA,nQk%*
<br />Shall be strictly in accordance with General 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 NO ACONATIONS-Q-F-USE;
<br />7.1. Shall be strictly 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. T111111, Jr, P F
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on sntion 1(�20.2 ot 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 orepated by Walter -A. Tilit, Jr., P.E. (Florida License
<br />No. 4416T), President of Tifteco, Inc. (Florida CA-0006719).
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<br />SHEET NO.
<br />SH 1.0
<br />
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