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<br />InLLIT TESTING & ENGINEERING COMPANY
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<br />WATTRR A- TTLLrr. JR., F.E. - -- ---- -1—
<br />. filteco@a(fIxorn
<br />III. P,U. Lirc,me -o 44167
<br />.?L C,/L LL-M, W067D
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shuters;
<br />PRODUCT SUB -CATEGORY.- Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: QWhALPr0hmt[QnF-rQd"9%A-Lr-
<br />4500 S.W. 51 Street
<br />Davie, Flarda33314
<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 />61 G20-3, Method I 0 of the Florida Department of Business and
<br />Professional Reguladon.
<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 equivafent 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 />-
<br />2.1. PRODUCT EVALUATIONDQCIJMWT_tp�E"
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 of 26 prepared by Tilteco, InG,; signed and seaW by Walter A.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part o
<br />Evaluation Report, 0101PUP'llsol'it
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<br />6355 N.W 36th Street Suite 305, Miami, Florida 33166 - Phone. (305) 871-1530 - Y`6�140 HU,
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<br />Mo I T EPOWEND 207QZ73 (11 2
<br />2.2, TEST _REPORT$:
<br />Large missile fmpact 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 9 96-569 dated 08�09/1996, #96-570 dated 09118/1996�
<br />#96-T30 dated Ogf2o/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br /># 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada,
<br />P.E. and Henry Hattern, P.E.
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc,, dated March 1-1, 2009,
<br />signed and sealed by Frank Grate, RE,
<br />1.3. -6*�RUCTURAL ENGINEERING CA=ULA1gW-
<br />, .
<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 panel
<br />length based on rational and comparative analysis, and Ir accordance with
<br />section 161 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11103/08 and 03112115, signed and sealed by Walter A. Tilit, Jr., P. E.
<br />3. MISSILE IMPAGI RESISTANCE:
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WIND LOADS RESISTANCE,
<br />20 Gage Galvanized Steef 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, 1 0, I 1,
<br />14,15,17,18,19,20 25 and 26 of 26, of Product Evaluation Document (P.E. D.),
<br />drawing No. 20-176,
<br />A-INSIALLATIQN:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26ot 26I 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 />GENERAL NOTES: 8 3) IN CASE THAT PRECAST SIONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOQQ SOARDS BE FWNO a. INE
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<br />213 GAM-GSAWMATIZI-AMORM SRI= CXISIING WALL, AW-HORS SHALL BE LONG ENOUGH to REACH IMF MAIN STRUCTURE REFUND SUCH PANELS
<br />I STS PANEL SHOWN ON THIS PRODUCT EVALUATOR DOCUMENT IPEO,) HAS BEEN VFFqFT.D rnp uOI1FUANC[ ;h ANCHORAGE S� RE AS MENTIONED IN @.Q AND It' 6,2)
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<br />ACCORDANCE "I THE 2020 17-TAI EDITION) OF T14E FIDRIM BUILDfNG CODE (I') la,0901il- -CMIN-SE! -Bt�zk..".!
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<br />DESIGN WIND LOADS SMALL BE DETERMiWD AS PER SECTION (620 Of THE A90YE MENTIONED COX., MANUFACTURED By
<br />FOR A WIND SPEED A _ _ 1, ,
<br />, REOWNTED W THE JURTSDOCTION WHERE THESE SHUTTERS WILL BE INSTALUE AND
<br />'X - 414-10 PANELIAATE FEM-41 10 AND PANELMATE LUEF ANCHORS, AS MANVVAnf AULT B, UGO CONSWCTIPF, PRODUC ts
<br />�� LAG SeRt
<br />rOA, A WRECTIONALITY _ I EWS PER N D�
<br />FACTOR K4-O.S5, USING ASCE 7 -16 AND SHAI� NOT EXCEED IMF MAXAADH (AET,) S.
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<br />DESIGN PMSUK RAUINGS NWAOFID ON SHEETS 7 THRO 12, 11, 1!l, it, III a 20- - 1 6�9 � 5/'r WQQ0 aUSPING. AS 05FROLfTED BY ALL POINT SCREW SOLT A SPECLALD -,-,O
<br />IN ORDER to VMN THE ABOVE CONDITION. UL`4�11 DESIGN WIND LOADS DETERMINED PER ASM 7-TO Cl� MINWUM THREADED PEDICtRIVION MID WOOD OF TAPCON MCNORS SMALL BE 1 112- AND 2- " FOOD PANOX4TE PLUS
<br />SHALL RE FASTREDUCED TO AS-0, DESTIN W"D LOADS BY MULTIPLYING THEM BY 0 & IN OPUER TO
<br />COMPARE T4M A/ AAx (A,S.0) OESV� PRESSURE RATINGS INDICATED ON SHEETS 7 T4RV T7, 14, 15, 16, 19 a 20 AND PAINQUALE, FEMALE 0,
<br />IN ORDER -TO VERIFY INA1 ANCHORS ON THIS P Z C' A, TESTED WERE NOT OVER STRESSIR), A SA &"EASE N AUCIIIA&I C .2) MINIMUM THREADED PSNETRAUCH Or LAG SCAEV, 'MID THE WOOD FRAM.C: VATI, SHALL SEE � '12. No IMITEADED
<br />PENETRATION INTO STUCCO SNA4 BE CONS40ERED AS PART OP IRS PEOVIRED THREADE0 PD�CYRATTON
<br />STRESS FOR WING LOADS WAS NOT IJSO) IN THEIR ANALYSIS FASTENERS SPACING TO WOOD HAS SEEN OETERMINED IN
<br />ACCORDANCE WITH N.D.S. 201B, C 3) UNNULI EDGE DtSTAWE OF LAG SCRM. INTO WOOD SMALL BE AS INDICATED ,N THIS DRAWING
<br />STORM PANEL'S ADEQUACY FOR IMPACT ANO WIND RE`�WAKC HAS 13EEN VERIFIED III ACCORDANCE WITH SECTION 1628 OF
<br />THE ADM MENTIONED CODE A-S PER HURRICANE ENGINEERING III TCEUC INC REPORTS St-50. 96-570 & 96-30 AND C`) MMMMUIV PENt-FRAT)ON OF WOOD BUSHING SMALL BE 5/8- 1/4' ZO SCREWS USED SMM,L BE I 1/2- LORC MIN4MUM
<br />FENESTRATION TESTING LAO INC, REPORTS #2032 & 02126 . AS PROTE)COLS TAS-Ml, FAS-202 AND TAS-205. SHOULD STUCCO EXIST AND I* MINIMUM FOR WALLS WTHI NO STUCCO.
<br />AS WELL AS AUUV.CAN TEST LAB Or SOUTH FLORIDA REPORT OD219.07-09, AS PER LAE, 201. TAIS 20- ANO
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<br />ENE 203 STN'13ARDS, I;, 5) $4 CASE THAI M.CAST r1QNE, OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS W FOOND OPI THE EXV1:T,NG
<br />2 ALL �LIWNUM EXTRtUSCIIS 'O BE 60,63-T6 AF!CFY ANIO TEMPER. (UNLESS OTHERWISE NOTED) SET SHEET 2 WALL, ANCHORS SHALL BE LOW. ENO A' TO REACH THE MAIN STRUCTURE BEHIND SUC44 PAAIEIS�
<br />Ur
<br />ANCHORAGE 5KkL BE AS MENT04ED IN C, 1) C 2) & C 4)
<br />ft ALL ALUMINUM SHEET MIF-�AL USED AT CLOSURES -ALI HAVE 3105-HtIl ALLOY (0) ANCHORS SMAL-' PE INSTALLED FOLLOWING ALL OF THE RErQMMPNOAn(�S AND SPECITTGAMNS OF THE ANCW-WS MANUFACTURER
<br />� ALL --rEU SHEET METAL PANELS SMALL HAVE 57RUCTIIRAL QUALITY SIEEL. ASTM A-653 GRACE 50 MIM.Uv� G-Su
<br />GALVANIZED STEEL CCS4�IPON WIFY� SEI5 - (AFTER ROLLED) 8 PANIELS MAY ALSO RE INSTALLED HORIZONTALLY FOLLOWING 'WALLA" DETAILS SHOWN ON SEC�ON 3 VHRO�GH 10 (SHEETS 4
<br />IRROUGH 6) F)CtEPY THAT WAXRS(2&Q SHALL NOT BE UV.O
<br />I &I SCAITEWS TO BE 57TMNU�W STEEL 304 OR 3'a .AV51 SERIES OR CORROSION .RESISTANT COATED C,ARSOLi P-M AS PER 9 It WALL WE THE RESPOWJsUTY DC
<br />DIN 50018 W/ 50 No YTELO SIXENGTH AND 90 ksI TENSILE STRENGTH & SHALL GUITPIL! Wi FLORIDA S,UtLOINZ- Com , THE COATIRACTOR 10 VERIFY THE 5OUNPATESS OF THE STRUCTURE WHIFFIC SHUFTMT IS rO BE
<br />SECTION 2.11 3�34 ATTACHED TO INSURE PROPER ANCHORAGE THIS SHVYTTR SHAII QNIY BE ATTACHED It) COKAE1E- BLOCK Of? WOW FRAME
<br />ii"LE"NOS
<br />b BOLTS TO BE ASTM A-N� O&VANTZ�EU CITED;, OR ATS1 304 SFR*�S Sl"IESS SIUL, WrM J§ IW MINIMUM *LFLD
<br />SIREWIH M� EACP, REGULAR STORM PANEL WON LENGTHS OVER W-8 THROQrH 12'-,V, AS PER SEOTIONS 6� 8, 9 III 10 ANV ALTERNATIVES SW,
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<br />Sw ar CRY ON SH. "' 6 & 12 RESPECTIVELY, �4,40 HNVE A LEGIBLE AND PLA04Y VISHRUE MARAIRG INSTRUCTING OWNER OR
<br />1 ANCHORS TO WALL SrfAUL BE AS FOUG.S - '
<br />TENANT TO SECURE PAWLS WITH APPLXABLE 'NONFORGEMENT OURWIG POROUS OF IFAR-CME: WARNING
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<br />(A) TQ,i,N��.rlmg,12N,W-,S-QN%Izu-&I 11 THE INSTALLATION OCNTRkC,TQR �S TO SEAVCAULK ALL '31UTTER DOMPONENT a1,C'5 VHKOR REMAIN IN "WTIHA)"* 06,NTACr MIH
<br />- 1/4 " TAPOON ANCHORS AS MANUFACTURED BY t T,W WALDEX. INC (4., rZI S2 P,,I,,j) THE BUILDING TO PREVENT "14D/RMN INTRU90N
<br />. I /.' . , 7/a, CALI�-K AN(,'HM, AS MA0,YFACTURED BY DEWALT INC (MIN C-30aa p�X,4
<br />, e -St � - I. STORM! PANEL ;NSTA"TIDN SK41 C014KY WTTR SPECS NOMATED IN THIS OMYORG PLUS ANY SULrAW, AND ZONING REGuUIUTONS,
<br />- I/.,0 , I SOLID 7 ANCHORS A' DISTRIBUTED BY AU POINT SCREW, 13OLT & SPECIAU f CC
<br />rM,' C-3000 p,) -ROVIDED BY IME E 4URISfICTION WHSRC PERM11 IS APPUtO TO
<br />- #I14-IO PANEIL"TT FEM41 M e FANEtMIOE PLUS ANCHORS. AS NLANUFACTUNED W MCO CINNSTRUrTiON PRODUCTS 13 W THIS PPOCALCT ELALUATION DMUMENY (P,E D; PREPARED S� TNIS ENGINEER S CINAFRr- AND OOFS ILOT PROVIDE iNrOWALX,N
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<br />- I - FOP A SCE SPUZILIC P*OvECIF� It WHERE THE 51TE CONUMCJ45 MWIT MOIJ THE FIX!,
<br />/4"O CF TAP-OMP ANCHOFC> AS MANUFACTURES By RQ-FAST CORPORATION (!'c36N pI)
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<br />A 1) MIMMUIV ENBOVID4T OF IAPCON ANCHORS INTO POURED CONCRETE SHALL BE W CONTRACT TO M RVSPOWTW FOR THE SUECTION. PURCHASE AND WStA"nor, INCLUDING LIVE SAFM OF THIS PRODUCT
<br />1 3/4': 2' PO PANELLIMPE FEMkE BASED ON THIS PfM, VPWDEO HE/$HE DOES Not DEVIATE FROM 14E CONDITIONS OVIMUZO iDN nim Occumm
<br />0 AND PANEMALTE PLUS AND I ?/A- FOR rF TAP-ORIP A14CHORS CORS�5TPUKTTIOFI SAFET" AT 517 15 THE I ONTRACTORS RESPONS4511 IT,
<br />A, Y) CXK-H4 A, SOLTV-SET ANCHORS SHALL LIE EMBEDDED 7/8' INTO �E POURED WNCRM No EMBEDMENT INTO ill THIS P�ODUCT EVALUATION DOCUMEW WILL HE CONSIDERED INVALIQ IF MODIFIED
<br />SILI 0 SMALL HE PERMITTED 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONC MINIMUM SHOULD STUCCO EXIV,
<br />NO I" MINIMUM FOR WALI-S WITH NO �MJrCO. AND MAY W HEADED SCREWS OR AL, TIYEkM SCREWS W/O HEAD, td) SITE SPECF-IfC qMXCTS, SHALI BE PREPARED BY A FLORIDA RECICTERIED ENGINEER 09 ARCH.�� WHICH WILL BECOME THE
<br />Sul WTTH WING P4Lrl& ENGINEER OF RECORD (E.0-R-) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR EFF
<br />PROPER USE OF THE PXV, ENGINEER OF RECORD, ACTING AS A DFULOATES EJI�INSER To THE
<br />A 3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAvERS, STUCCO OR WOW ECARDS BE IOUND ON �.I: OEO ENGINEER, SHALL WIWI TO THIS LATTER THE S,tir, SPECIrG VRAAYNIS FOR RF�EW
<br />EMSPNG WALL 0 FLOOR ANCI4ORS �MAU BE LONG ENOUGH TO REACH THE MAIN STFTUC7UP,E BEHIND SUCH
<br />0
<br />PANELS ANCHO SKkt BE A-, M :1 M, ED N A 1) AND IN k2) (IT) THIS PE 0 S1`U` BEAR THE DATE AND OWGINAL SEAL AIM WRATURE OF TRE PROFESSIONAL
<br />RACE F R I
<br />ENGINEER 0i RECORD THAI PREPARED IT
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<br />`I4 SHUTTER MANUFACTUIFER'S LABEL SHW,. BE LOCATED ON & REALLY VISIBLE 1OC,I,TLDN AT STORM
<br />- 1/4' a TAPOON! ANCHORS AS �JANUFACIURW fP, I I * 81PUD". INC
<br />PANEL SKIJTTER IN ACCOROMCE WITH SFCRQN 1709.9.3 0; F10MRA BUILDING, CODE- ,114E LABEL
<br />- W/4, . * 7/8' CALK-414 ANCHORS. AS MR4111GICTOPEIT BY DEWALF INC (Wrl FI-1500 p-) SMALL BE PIACED FOR EVERY OPCNUC. LASEUNC TO COMPLY WII�l SECTION f7a9f 2 OF 14c
<br />- 1/�'. - 4/4' SLFLII�5'T .001ORS. AS ITS71RBUTED EY .J PUNT SCREW, UDLI A, SPECALLY co FLORIOA, BUILDING OWE
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<br />- 114N 0 W 'Firs DRAWING SMALL ONLY BE U I
<br />FWX1 10 ANO RANFU4ATE PLUS ANCHORS, AS MA FACrURCD By LICO CONSTRUCTION
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<br />, IS (MIN, V-2071 0,I,) OETTAIN PUTINTS IN THE STATE OFEVOLOTROIDA
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<br />- �/4' . V TAP-CRIP ANCHT)AS, AS MANUFACTURED Ell TRO-AS7 CORPORATION ANI T
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<br />5 1,I MINIMW EMSEPOW OF TAPOGN ANCHOR$, EICO PANELMAt" AND OF TAP-GW ANCHOR, two fIIE CD-4.&EV , � %r1r A ,�V-11, ----.-- FLORIDA SUILDIAD CODE (High V*(OC4y Hurricane Zone)
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<br />8.2) CALK -th & SOUD-SET ANiCHORS SRALL BE FUSEDDED 71W INTO THE CONCRETE b.00V qNF, No EMEO �' , No 4,167 �. = MI AT
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<br />INTO $'U�O SHALL BE PERAM170) '/4' 0-20 SCREWS USED SMALL BE t t/2- LONG MiNtMUN �IQULZ 5TOcco �' ,
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<br />CONCRE a - I I CONCRETE OR -
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<br />CONCRETE ANCHORS, : ------- F O- . - 1, � - r" ��! � 4", , "?m
<br />--- ---- ,.- CONCRETE ANCHORS �� CONCRETE ANCHOK ��, ?i� CONCRETE ANONIft - % a fX-'1,--
<br />r�m� W/ s,uo - � " -4 - - (Y),- (SEE sc 011 - , CSM StREDLU 0. �,�,-� k;-. Isa SCRUTIKE ON' -�-! � - . 4 �
<br />(SEE SCHEDULE ON SHEETS a TmRok,- 0) ��`
<br />SHEETS, a THRWGH 9) I- WEETS A THROUGH 1) SNECTS 8 THROVOK S)
<br />1
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<br />ftw 0 CEILINQ - I . ALMNAM M%K MOUNTING
<br />SCALE S/B-11 CALE 3/9-1- SCALE -1/a.11 SCALE 3/S-T-
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<br />i 4 A E, ED, EDGE DISTANCE
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<br />I � -R 0 ,CTIONS: I
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<br />� � top & 80TTOM MOUNTWGS CAN BE
<br />- � ,2 G,7- tc �, V ,,,%4U0HUJNT" COMBINED IN ANY WAY TO SUIT ANY
<br />: � I - ,,,1AH,,,EFk A,* i;7"VoC�., INSTALLATION I
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<br />: � -� I . 1;� FLORIDA BUILDING CODE (High Y-locity Hur come Zone)
<br />9=l7aN""` -�3/4�- - I I - : . - -
<br />REQUIRES. - - ---- -ED- - 1 *..' � = -" TAFEW, W. 20 GAGE GALVANIZED STEEL STORM PANEL I
<br />CONCRETE ANC14M " � , I . * : = � 8,
<br />5, Nm.s ON - 1 -0� : *E
<br />W'... LHQ: OF- - - ar/lw�
<br />SPACETS a I,"" 9) .R, , * - -, -- / — GLOBAL PROTECTION PRODUCTS, LIC, ,,,-
<br />CEILING A OR I 13,0�-�,. , -!:-�-, / 11LIETOm. \
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<br />I I
<br />RRQDIKILYALUATIONREPORT NO. 20-0721.01 3
<br />6. MATERML CHARACTERISTICS AND PECIFICATIONS:
<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,), drawing No. 20-176,
<br />7. LIMITATIONS AND CONDITIONaD! USE-
<br />7-1. Shall be strictly in compliance with, General Notes No. 1, 8 thru 14, indicated
<br />on sheet I of 26, as well as General Notes # I thru 4 and I 1 thru 16, indicated
<br />on sheet 21 of26 of Product Evaluation Document (P.E,D,). drawing No. 20-176
<br />prepared by 1711teco, Inc. and signed and sealed by WalterA. 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 shot I only be installed into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Walter A. Tillft, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />,%1410014fP41",
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<br />WATILL
<br />Di', T11 TIFC0 ADMON RECORDS A P. E. REPORT-20 � GLOBAL PROTECTION PRODUCTS, LLC L 20 GAGE
<br />GALV�IZED STEEL STORM PANFL`L OREM # 20-17$ k REPORT # 20-0728,01
<br />/--r--" X
<br />I
<br />-0110011101, I I LIECO iN
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WALTER A. TIG1,1T, M, 111, fiftew(§wIxom
<br />PRODUCT EVALUATION REPORT IN.P.17 TA-N� 4416T
<br />F1L�.A.L111-NP3-X)6?J9
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCTCATEGORY:
<br />Shutters
<br />PRODUCT SU,B-CATEGORY-
<br />Storm Panels
<br />PRODUCTNAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protec r
<br />4800 S.W. 51 treet
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Re -port issued by Walter A, Tillit, Jr., P.E. (System
<br />ID # 1 906) to the Global Protection Products, LLC, Rule Chapter No.
<br />SIG20-3, Method ID 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 />I I ,
<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 />2-1. PROQUCT EVALUATION DOCUMENT (P.E,D)�
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANELI,
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 0712712020. This drawing is an integj��!�10§,Qls
<br />,
<br />Evaluation Report. ,,Ox ,,kt - . I . : .. �z Z 3"'.
<br />-7
<br />6355 N.W, -16th StretA, Suite 305, Miami, Florida 33166 - Phone: (305) 871 -
<br />ENsi%!��`-- '
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<br />PR0DVC1E1�ALI7AT10NREWRTNQ. 20-02nM 2
<br />LZ TEST REPOR
<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
<br />per section 16091.2 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-Ul dated 03111102 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and seated by Edmundo
<br />Largaospada, 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 Flords,
<br />Report NO. 1123,01-10, dated Noventher-23. 2010, signed and sealed byJulIcT E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13,2009,
<br />signed and sealed by Frank Grate, P.E� as per ASTM P-8 and Tensile Test as
<br />perQC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jariofano, P.E. as per ASTM E-B.
<br />.3, STRUCTURAL, . QINEERING CA!& LATIONS:
<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 TIlte0o,
<br />Inc., dated 12M E1110 and 08127113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESASTA
<br />NCE,�
<br />Large missile Impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />.4 JA %NL � �IT N �CE 1
<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, 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 thra 16
<br />and 1 8 of 18, of Product Evaluation Document (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 12-09 Standard.
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<br />7-MMITATIONS AND CONDITIONS OF USE: 1
<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 (RE.D.), drawing No. 20-175
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. T-111ft, Jr., P.E. �-, 0!
<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. C". �
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<br />Product Evaluation Report prepared by Walter -A. rillit, Jr., RE, (Florida License 11LO."
<br />No. 4007), President of Tifteco, Inc. (Florida CA-0006719).
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