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I ILI ECO
<br />TILLIT TESTING A ENGINEERING COMPANY
<br />VATTR TTUXrJR"LP1'
<br />,RA-
<br />n2t
<br />FL� 4414' T
<br />C\
<br />ERT91
<br />REPORT NO.: 204128.01
<br />DATE, July 28, 2020
<br />PRODUCT CATEGORY: Shutters.
<br />PRODUCT SU&CATEGORYt Storm Panel$
<br />PRODUCT NAME- 20 GAGE GALMANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global ftladlon
<br />4800 SK 61 Street
<br />Davie, Flori&33314
<br />-1. PURPOSE OF EVALUATI- N.
<br />This is a Product Evaluation Report Issued by Walter A. Tillit Jr., P.E. ISY*tem
<br />ID # 1906 to the Global Protection Products, LLG, Rule Chapter No.
<br />61 G20-3, Method I D of the Florida Darpa rtment of SUSI neas an d
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been vetifled for compliance In accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verily that ft Product Is for the purpose iriteriddEl
<br />at least equivalentto thatrequired bythe Code,
<br />This Product Evaluation Reportahall bGoubject to review and revistion in ease of
<br />a Building Code change that may affect Its Ilmitations and conditions r
<br />Z. EVIDENCE SUBMIUED,
<br />2.1. PRODUCT EVALUATI0N-0OQiIMEKJ(",.QJ,
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 of.26 prepared by Tifteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P�E.; dated 07198/27020� This drawing Is an integral lyart jS,tpis
<br />Evaluation Report, ot-kit t1fl"
<br />A, rij
<br />NO, 44167
<br />6155 NX 36th Street, Suite 305, Migni, Flaria '0
<br />3316 Phaiie: (305) 871-1510
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 its 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 # 96-50 dated 08/0911998, #96-670 dated 09118/199B,
<br />06-71W dated 09120/1996, all three signed and sealoo, by Hector M. Medina,
<br />P-E., Fenestration Tesfinj Laboratory, Iric. reports # 2032 dated 0411611998 and
<br /># 2126 dated 10/06/IM witnessed by Gilbert Diamond, P.E, and Report No.
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaospada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile lost report No. DCM-197 byQC MetalliargIcal, Inc,, dated March 13,2009,
<br />signed and Sealed by Frank Grate, P.E
<br />29-8—TRUM-RALEN INEERINGf
<br />,AWW.AnQft
<br />On, 20 Gage Galvanized Steel Storm Panall for maximum panel length vs. design
<br />Wind loiad,as well as maximum anchor spacing vs. design wind load
<br />and panel
<br />length based on rational and cornParalilvOanalysis, and In accordance with
<br />section 1616 of the Florida Bulkllng Code. Calculations prepared by TilteQo, lnc�,
<br />dated 111103108 and 03112115. signed and sealed by Walter A. TIM, Jr., RE,
<br />3. MISSILE IMPACT RESISTANCE;
<br />Large missile Impact under section 1026 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. N D LO RESISTANCE-,
<br />I AID
<br />20 Gage Galvanized Steer'StorM Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as Indicated an SheetS8,10,14. 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 asindicaled on sheets 8, 9, 10, 11,
<br />14,15,17, 16, ig, 20 25 and 26 of �5,ef Product Evaluation Document (P.E.D.),
<br />drawing No. 20-176,
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 thry 20, 23. 2,4 and -26 ot 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 2D-176. Minimum separation to glass shall be as
<br />Indicated on sheets 6, t4, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176,
<br />8,A) IN C`SE4W PRWAT STONE- OR FMCAST' CONCRETE PANEtS� STUCCO OR WOOD BOARDS BE FOUND 00 74E
<br />"VALWO
<br />OU"M WALL� ANCHORS SK4U HE LONG EM000H TO BEACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />I STOW PA"NM S11WLft"M;ffB"
<br />UME�" EVJ�KAS BEEN VERIFIED FOR CONIPLIA04CE IN
<br />ANCHORW SHALL BE AS MEW04ED IN 00) AND IN B2).
<br />2020 t7=t
<br />ACCORDANCE WTH THE E DE.
<br />) Or��
<br />(C)
<br />DESJGNjJLND THE ASOW MENTIONED COOC�
<br />FOR A
<br />I OFACTURE5 BY 1,7,W� VIUMM, IN --
<br />- JI PANUMATt FINIALE 10 AND PANELIOATIF PLUS ANCHORS, AS MANUFACTURED BY aco CONSTRI)CIVON PRODUCTS
<br />4.0.S�
<br />FOR A 8
<br />OCS4W PRESSURE PATIN" *O"M ON SHEM 7 TIM 12,14, 15, 16, 19 & 20,
<br />1/4, LAO SCREWS PER
<br />so
<br />7/1 '0 * 5,W WOOD SPUSHM AS DIVIRISWID) BY ALL MW SCREW, DDLY & o4r*41,� CO�
<br />IN ORDER TO VERIFY IRE ABOVE CONO", ULYTMATE DEU14N WIND LOADS OETERMYNED PER ASCE 7-If
<br />SHALL BE FIRST AEMM TO AS�O� Oc$" WHO LOADS By MULTIPLYING THEM BY 00 IN ORM TO
<br />E 1) MINIMUM INPREADED PENETTIATIO INTO WOOD OF TAPCON ANCHORS SH#AL K 1 1/2' AND 2- FOR ELCQ PANELMATE PWS
<br />COMPARE THESE W/ Wk fA.SO) OESION PRESSURE PATINGS WDICATM 0" SHEM 7 THRU 17, 4, 15, 16, 19 20,
<br />AND PA"am" FEMPAE a.
<br />W ORI TO VERIFY THAT ANCHORS ON THIS PCOF AS TESTED WERE kDT 09ER STRESSED. A = INCREASE IN ALLOWABLE
<br />S=BASPHO
<br />ALL LSgNSM. INTO THE MF%EUWWM =�JBE 1 1/2'- NO IMEADED
<br />AS PAW 0 ED PiD$ETRAnQN.
<br />MM MR WIND LOOS VMS = UM IN THEIR ANALYSIS. FASTENERS SPAC414 TO WOOD HAS BEEN DETERMINED IN
<br />ACCORDANCE WITH N.D.& 20tS.
<br />Ql) MINOW EDGE DIST44CE Of LAG SCREWS, INTO WOOD SHAU. BE AS INDICATEO IR THIS ORNWINC
<br />STOW PANEI:S AOZOUACY FOR IMPACT AND WIND RESISTANCE RAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ADM MO[TIONEI) tOIX AS PER HURRICANE 0,10INEERINO & YEST44 INC. REPORTS 06-50, 9&-570 & 96-M MO
<br />CA) MMMUM PENETRAWN OF WOOD BUSHM SHALL BE 3/0'. 1/4* 0-2a SCREWS JIM SHALL BE t j/2' LONG MINIMUM
<br />FENtINTRATION MSTING LA% YNC�, REPORTS #2032 & #21215 .,AS PROTOCOLS TAS-201, TAS-=2 AND TAS-203.
<br />SHOULD MCCO VgM AND 1* M04MUM FOR WALLS WITH NO STUCOM
<br />AS WELL AS AMERICAN TEST LAS OF SOL" FLORIDA REPORT 0219,07-09, AS PER TAS 201. In 202 AND
<br />m 203 STANDARDS,
<br />CS) IN CASEIHAT PRECAST StONE. OR PRECAST CONCRETE PANELS STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTINO
<br />Z ALL ALUMINUM WPUSIONS TO BE W63-TO ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHEET 2
<br />WALL ANCHORS SHALL BE LOW ENOUGH TO MACH THE MAIN � MOD $I" PANELS
<br />ANCHORAGE SHALL BE AS MENTIONED IN C-1). C.2) & CA)
<br />3 ALL ALUMINUM SHM MUM USED AT CLOSURES SKALL HAVE 3105-1414 ALIJDY.
<br />(0) ANCHORS SHALL BE INSTALLED FOU-QWYNG ALL OF THE RECOMMENDATIONS, AND SPECIFICATIONS OF THE ANCHOR S MAKWACTURM.
<br />4 ALL STEEL SHEET UL
<br />7AL PAWLS SHALL WE STRUCTURAL QUALITY 5MD- ASTNI A-80 CRAM 50 MINIMUM. Cl-rA
<br />O&VANIZE0 STEEL CERGISAPON W/FY. M5 Im (AFTER ROLUM),
<br />B. PANELS MAY ALSO BE INSTALLED HOR9ONTALLY FOLLOVAND INVALLAWN, WALS SHOW OP4 StCHON 3 THROUGH 10 (SHEETS 4
<br />YHR0604 6) EXCEPT TRAY HEADERS 0 A 0 SHALL NOT BE USED�
<br />5 AU SCREWS TO rt ISTORLIESS STEEL "A OR 316 AIS SER" OR CORROSION RESMANT WATED CARBON STEEL AS PER
<br />IAN 50018 W1 50 W YIELD STRENGTH AND 90 kW TENSILE STRENUM & SHALL COMPLY W/ FLORIDA WLDINC; CODE
<br />91 IT SOIL K THE RESPONES01LITY OF THE CONTRACTOR 10 VER" THE SOUNDNESS OF TNE StRuctuRE WHERE SHUTTER IS TO BE
<br />ATTACHED TO INSM PROPER THIS
<br />SECT" 2A �.4.
<br />1-3
<br />ARCHORAM SHUTTER SftJ 04LY BE ATTACHED M CONCRETE BLOCK OR WOW PRIME
<br />WIDINGS.
<br />B, BOLTS TO BE ASIW A-JW GALVANUED STEEL OR APSI 404 SCRU1.5 STAINLESS STEEL. WITH ae k4i MINAPUM YIELD
<br />STRENGIN.
<br />10. EACH, REGULAR STOW PANEL WITH LENSTHS OVER W-8 T4ROUGH 12'-4*. AS P.P.Dr=64W."
<br />I AN04MS TO WALL SHALL BE AS FOLLOWS.
<br />SIW 69 1 OW ON SHEETS 4, 6 * 12 RESITEOVIVEXX SHAU. HAVE A tXOSLE AND J.==.Owl
<br />TENANT TO SED""'t PANELS "" APPLICABLE REINFORCEMENT DUR'W. PERPODS OF HURRYCARE WAMINCL
<br />(A)
<br />f,.-algy P-i.)
<br />Of f'TAV. 81112L
<br />It THE INSTALLATION CONTRACTOR IS TO WAL/CMJLK ALL SHUMR COWVNENT MES WHICH REMAIN 1" CONTINUOUS CONTACT WITH
<br />T14E 9LIJILIONO It PREVENT WAOP/RAPN INYRUVOH�
<br />TIVW.
<br />;/4.*.# . 7/8' CALK-IM ANCHORS, '45 MANOFAMFIED V (MIN, r.-3LLQ P�L)
<br />/4 A 3/46�SOUO-ZVT AKMORS, AS DISTRIBUTED BY ALL PLINY SCREW� UGLY & SPSC�TY OM
<br />12, STORM PANEL INSTALLATION SKN4 COMPLY WV SPECS INDICATED IN THIS DRAWING PLO ANY BLYILDING AND ZONPIC REGULAT046
<br />(Mi , lo-3000 pml)
<br />PROVIDED BY THE AIRWICION WHERE PERMIT IS APPLIED, TM
<br />014"-tO PANEIMATE FEMALE PD & PANELMATE PLUS ANCHORS, AS NWINUFACTURM BY ELM CONSTRUCTION F"MCM
<br />N� P.J.)
<br />PREPARED W THIS DkOINUR M CIUM AND DOES NOT PROMDE INFORMATION
<br />`5P1CV=M RCIM.MWHI
<br />Ma
<br />114*0 CF TAP-W ^VHORS, AS MANLIACIURED BY TRU-rASr CLRY1QRAWN (r-4W
<br />MtP THE SITE CONDITIONS O"TE rPAM WE PM
<br />POW AM
<br />A.1) MINIMUM DA80MENI OF TAPCON ANCHORS INTO POURED CONCRETE SHALL K 1 2* FOR p*tELMATE rEN,-1E
<br />(b) CONTRACTOR TO BE RESI-ONSIBLIE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Or THIS PRODUCT
<br />BAS
<br />SED ON 7�#S P.E�C PROVIDED K/SNE DOES NOT OMATE FROM THE CONDITIONS DETAILED ON TUG Dowww
<br />0 AND PMEMALTE PLUS AND 1 1/4- FOR OF TAP --GRIP ANCHORS.
<br />CONVIRC)GY" SAFETY AT SITE IS THE CONTRACYORS RESPONSIBaTlY.
<br />A.2) CALX-IH & SOUO-SET ANCHORS SNAL1 BE EMBEDDED 7/9- KRY THE PLQRED CONCRETE, No UW Mo
<br />.06"
<br />(t) THIS PF40M 601,1001OR DOCUMENT WILL BE CONSIDERED iNVAUO if MOOMM
<br />STV= SHALL BE PERMTTW 1/4- 0-20 SCREWS USED SHALL BE 1 1/2' LONO MINIMUM SHOULD Srucco EXMT.
<br />ND T' MINIMUM FOR WALLS WITH NO STUCCO. AM MAY BE HEADED SCREWS OR ma THIREADED SCREWS W/o W.
<br />(d) STIE SPECIFIC YROMECTS %� BE PREPARED By A FLORIDA REOISTERED ENIDYNEEPI OR ARCHITECT WHICH Vu- BECOME THE
<br />MIT WITH WHO WJTS
<br />EWNEER Or RECORD (F OA.) FOR THE PROXCT AND WHO WIU- BE RMPMW FOR THE
<br />FROM USE OF THE P-E,O- ENGINEER Or ROOM. ACrM AS A DIDLEGATM 004EER TO THE
<br />A,33 IN CASE ThAT PRECAST STOPPE. PRECAST CONCRETE PANELS, PAVERS� STLCCO Oft WOOD DOARDS BE FOUND ON THE
<br />PX 0, ENMEER, SHALL SUBMI TO THIS LATTER THE SITE SPEOWIC DRAWINGS FOR REVIEW.
<br />EXISITSIC WALL OR RM ANCHORS SHALL BE LONO ENOUGH TO REACH THE MAIN MUCKYRE BEHIND SUCH
<br />PANELS ANCHORAGE SHALL BE AS MENTIONED IN AJ) AND IN Al).
<br />THIS PLO SHALL BEAR THE DATE MO 01110"AL SEAL AM SIDNATURE OF THE PROFESSIONAL
<br />ENGINEER Oi RECORD THAI PREPARED IT.
<br />(8) TO UISTING CO4CRM BLOCK WALL &VA r-90
<br />- 1/4* 0 TAPCON ANCHORS AS MANUFACTURED BY 1, T� W 13MOEX, INC,
<br />14 514LIPTER MANUFACTILIBERS LABEL SHALL BE LOCATED ON A READ�Ly W.MV LOCATION AT $TOM
<br />PAWL SWUM IN ACCORDANCE WITH SECTION 1709.9 3 OF FLORIDA SUILDINIG ODDE. ONE LASM
<br />--,Y4 0 , 7/8' CALK-W ANCHORS. AS MAWFACTURED Of DEWALT INC. (WIN, r�1540 pal)
<br />X 3/4' SOUCI-SEET ANCHORS, AS DISTRIBUTED BY ALL POW SCREW, BOLT & SPECIALTY CO.
<br />SHALL BE PLACED FOR EVERY OPENIN0. tASEUNG TO COMPLY WITH SECTION 1709,9,2 Of THE
<br />FORIDA BULOING COBJE,
<br />(MIN. flt.lm P,.J.)
<br />#14-10 RANCIMASE FEWAS 10 AND PANULMATE PLUS ANOORS, AS MANUFACTURED BY EL90 CONSTRUCtM
<br />BE
<br />PRODUCTS NMI !`-201 OL1.11)
<br />a OF TAP -CRP ANCHORS. AS MANUFACIA)FIED BY TRU-FAST CORPORATION A.
<br />8.1) MMWLW EMBEDMENT DT� TAKON ANCKDRS, ELCO PANaWTES AND Cr YAP -GRIP ANtwk INTO THE
<br />FLORIDA
<br />WING 04; Hur 0
<br />SUI CODE (IlIgh Val
<br />SLO" UNIT SWJL BE Y 1/4-�
<br />No. 4
<br />�6
<br />FLY= me.
<br />STEEL S" M PANEL
<br />IL2) CAIA-4N & SQUD-SEr ANCHORS SKAU, BE EMBEDDED 7/r �NTD THE CONGRM BU� UINY, NO EM504*
<br />67
<br />INTO STUCCO SHALL BE PERUITYM I/*- �20 SCREWS USED SHALL BE t Ilr LONS MINIMUM SHOU 00
<br />AND 1.
<br />IEXIET MINA" FOR WALLS WITH NO STUCCO, I San"'
<br />Imom PROTECTION DUM UC1
<br />INSTALLATION DETAILS
<br />INTO EXLSDNG I!OURED
<br />CONCRETE ANORLIFIS
<br />FOR REOU PANELSQ)
<br />CONCREJE OR Q RETE
<br />BLOCK STRUCTURES 0000= MPCRM
<br />Max $MUM OR
<br />Nerm 5 rwaUOH 2)
<br />CDNCRETE ANLIODIft
<br />IS" 50= ON-1
<br />CONGREXt AMCPM
<br />(WE 3010DIAL OR 4
<br />EKIS" POURED
<br />CONCRETE
<br />EXISTING POURED
<br />CONCRETE RIUARED.-I -41
<br />SHEM a IWO" 1)
<br />nl' Ml-�-
<br />aw;
<br />-IT" NK-,
<br />f 1 /2'
<br />04W
<br />"WMG P p
<br />OUSTING POURSO
<br />CONCRETE Ra
<br />ON MW a
<br />FLY, W
<br />To
<br />OAXT FAW SPLIT 0
<br />'2 fir at
<br />ON a
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<br />Wr 9.
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<br />IT t1r
<br />VAY" no a
<br />-I-
<br />E�
<br />=&falt 2 tyr =
<br />OR
<br />CONCRETE BLOCK
<br />REQUIRED
<br />I
<br />CONCRETE BUDOX
<br />CONCRETE SLOCA
<br />T-
<br />L
<br />QDNC*M A;/C"SM
<br />I
<br />ACQUIRED,
<br />ANDHORS
<br />4
<br />A&
<br />=100% ON
<br />T,
<br />CONCREM
<br />CONITIrm ANWM
<br />111C
<br />P CONCRETE 4"
<br />(SEE ON
<br />24CM A INMAN ID
<br />mem 5 THROW 0)
<br />WAL4 MOU
<br />_KING
<br />CPIUUG AID L" MQUWM
<br />ALITRNATE AUILQ OUT IMOUNTINII
<br />SCALE 11,
<br />IT
<br />EDGE DODWOE
<br />I -1@ 1
<br />WA
<br />I
<br />(SEE SCHEDULE ON
<br />SHEETS a a 0)
<br />To �
<br />S
<br />I I
<br />4M
<br />EZ =0 I
<br />NOTE FOR QW60M AE-Siam-�
<br />t�rl =
<br />�I -elk A P`11*
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBIINED N MY WAY TO SUIT ANY
<br />ny
<br />N
<br />INSTALLPITION,
<br />K14
<br />5,
<br /># A&A
<br />FLORIDA BUILDING CODE (Nigh vsloclU NU 7.ng)l
<br />WOOL
<br />7
<br />0= TURM INC.
<br />20 GAGE GALVANIZED STEEL STORM PANEL cow'
<br />SHEETS a THROUGH
<br />CIEIUNG
<br />t
<br />MOBAL PROTWTION PRODUCTS, UC.
<br />/TILIE C 0,.,..
<br />AMR I
<br />am S- I SIBLEY ---
<br />a RPM CO SWkS =t4
<br />SECT[OK 2A
<br />SCALE va�i I
<br />,,ONL 20-176
<br />==M rro FAX
<br />-- - fl� 1 0" -w
<br />Pitt
<br />04-00015714
<br />I saw OF 3*
<br />CNARACTERISTIO.-AN D
<br />�1 and Components indicated on
<br />Shall be Strictly in accordance with General Notes
<br />sheet 1, 2 and 22 of 2,15, of Product Evaluation Document JP. E. D.), draviiing
<br />No.20-178. -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-IM
<br />7. LIMITATIONS AND CONDITIONS OF U
<br />7A. Shall be strictlyin compliarvoe with General Notes No. 1, it tbrU 14, indicated
<br />an Sheet I of'26, as well as General Notes # I thru 4,and I I thru 16, indicated
<br />an sheet 21 of 26 Of Product Evaluation Docurnent JO.E.D.), drawing No. 20-170
<br />prepared by'rilteco, Inc. and signed and sealed by Water A, TAlitJrL, P4.
<br />7.2. Product May -4ainsta lied within HIGH VELOCITY HURRICANE ZONES as
<br />defined ory section 1,020.2 of the Fll Building Code.
<br />7.3. Product shall only ba Instialled Into poured concrete, concrete block, arid
<br />wood frame structma.
<br />Product Evaluation Report prepared by Walter A.Tillit, Jr.. P.E. (Florida License
<br />'No. 44167), President of Titsoo, Inc. (Florida CA-0006719).
<br />VWVT�"
<br />DIA TILTECO ADMQN[ RIECOR08 I P. E. FWPORT-20 GLOW, PROTtCTION PRODUCTS, LLC 20 SA
<br />CXVARZED STEEL STORM PANELk DRWG #-W-rW REPOPU-92D-"�Ol
<br />W/ NVA*D ED=-
<br />1-�
<br />*D.08'
<br />ISOMEMC VIEW DUAIL A
<br />ROUNDED CORNER 0 MS Of PAREL*S
<br />END UP W/ HEMMED EDOE.
<br />(N.-rs)
<br />-h' NrADE
<br />11LIEC:
<br />gNGINEERING COMPANY
<br />TILLrr TESTING A L
<br />WALTERA, TILLIT, M, rZ .0.
<br />4467
<br />ZR
<br />-QIA)CT MLUAf ION 7",
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27,2020
<br />PRODUCT CATIE0ORr.
<br />Shutters
<br />PRODUCT SUB-CATtGORY.
<br />Storm Panels
<br />PRODUCT NAME:
<br />Z4 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global PrQWA]on produm,=
<br />4800 SW 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />this is a Product Evaluation Report Issued by Waiter X Tillit, Jr., P.E., (System
<br />ID -# 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />$1420-3, Method 10 of the Florida Departmant of Busine*3 and
<br />Professional Rogulatio".
<br />This prod4pt Isbeirig issued on Evaluation Report as described herelin, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify thatthe product is for the purpose Intended
<br />atleast equivalent to that required b
<br />1 , y 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 arid conditions
<br />2. EVIDENCE SUBM11ITTEDi
<br />2.1, PRODUCT EVALUATION DOCUMENT (P.E.D.):
<br />Draviing No. 20-175, tnied'24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E., dated 01/2712020� This drawing Is an inteR
<br />V
<br />Evaluation Report.
<br />6155 NW. 16th, Strot, Suite 305�, Mimifi, Florida 33166 - Phone: (305) 871 -
<br />-
<br />Q-QW MIN, THICK
<br />iWONUID STEEL
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<br />@k END WON PANEL
<br />'125,
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<br />1W STUO
<br />- 1-1w- .—
<br />TO Im.
<br />12 i/q. Oc,
<br />lei ---I
<br />SEE
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<br />out* hume AN= 14 "GLE WTH STuD
<br />SEE
<br />I, SEE DIM
<br />6-344, TOP LD" .374' ape
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<br />T -VO PANEL
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<br />Lafga Missile Impact load artiormed under SSTO 12-99 standard, as
<br />-rida Building Code. UhtfO011 static loads as per
<br />per section 1600. 1.2 of Ahe Fle
<br />Section 1709.8.3, per XSTM E-330. Toot reports lowared by. American Testing
<br />Lob of South Florida, Report* 0814.01-01 dated 011V02 witnessed by William
<br />R. Mehner� P.E., Bartz Meroz, P,E. and Henry7f-lattem, P,E. and Report No-
<br />0219.01-09, dated February 25, MR, signed and seated by Edmundo
<br />Largoespeda,P�E.anidHenryHattdm,P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203'as per section 1809. 1.2 of the Florida
<br />Building Code, Test Report prepared byAmrican Testing Lab of South Florida,
<br />Repo"Nor. 11:2101-10, dated Novorriber-23,2010, signed and sealed by JulfoE.
<br />Gonzalez, P,�E
<br />Teinsile test re No, 9CMA98 bIYQ0 Metefurgiest, lnm, dated March I-S,- 200g,
<br />port
<br />sIgned'and sealed by Frank Grala, P.Ej asp6r ASTM E-8 and Tensile test as
<br />par QC Metallurgical Report No. I OKM�I 311'6,4otedlDbcomMr 1, 201D siqned
<br />and sealed by Jerry Jaciofano, P. E. as per-ASTM'E-8.
<br />43. SMIMPAL ENGIN915TOC
<br />m, i�LATIONS!
<br />On 24 Gage Galvanized Steel Storm Panel Tor maximum panel length vs. design
<br />wind load,.as well as maximum anther spating 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 TIfteco,
<br />Inc., dated 12/18110 and 08/2V13 (for this revision), signed and sealed by Walter
<br />A TlIIIt Jr., P.E,
<br />3. MI§§ILE IMPACT RESIAMWCE.-
<br />Large missile impact Under sattlon IWO. I , .2 of the Florida Building, Code, as per
<br />SSTO 12-99 Standard and TAB 201,
<br />'24 Ga Galvanized Steel Storrp Panel has been verIfled to sustain wind
<br />pressures, Maximum panel length shall be as indicated on sheets -51 9, 10, 11,
<br />12 and 17 of 10 of Product Evaluation DpciolirneInt (P.E.D.), drawing No. 20-115.
<br />Maximum Anchor Spacing shall be a$ Indicated on sheets 6,,0, 10, 11, 1$ thni 1-0
<br />and I$ of 18, of P roduct EValuation Document (P, E. DJ, drawlinig'No. 20_ 1 75L.
<br />24 G"a Galvanized Steel Storm Parial has been verified for code compliance to
<br />work as anon -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />I IN M.LWIGht
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sh"Its- 3 ilin li!, 12 thru 18 of 18, of Prod uc.t Evalugtorl Document (P.E.D.),
<br />drawing, No. 20-175� Minimum separation to glass shall be as indicatsd on
<br />sheets 3, 6,1-3,14, 15, 16 and 18 of'I 8, of Product Evaluation Document
<br />(P.E.D.), drawling No. 20-175.
<br />L-MAURIAL CHARACTERISMICS ANG SPECIF IMONS;
<br />- mponents indicated on
<br />Shall be.Welly inaccordance with, General Notftaind QD
<br />aheet I and 2 of 18, of Product Evaluation bocumant.�P'.ED,), drawing No.
<br />Anchor L specifications shall be as indicated Onsheet I of 18, Of Product
<br />Evaluation Document (P.E.D.), drawing No. 2047t.
<br />7-LWTATIONS NDtONDITIONSOPUSE.
<br />7i I - Shall be strictly in compliance with Gewal Notes No. 1, 6 thru 14, Indicated
<br />on Sheet luf 18 or Product Evaluation Document�P,E.D.). drawing No. 20-175
<br />prepared byTilleco. Inc. and signed and sealed by WafterkTillft, Jr., P.E.
<br />7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as idefino0on section 1620.2 of the f forlda Suild!ng Code�
<br />7.3. Product shall Only be installed into poured concre* concrete block, and
<br />wood frorno structures.
<br />Product Evaduatian Report prepared by Wetter A. Tilit, Jiro, PX, (Florida License
<br />No. 44167�- President of Tifteco, Inc, (Florida CA7001*719),
<br />WATILL
<br />Dn TILITCO AQUON RE
<br />CORDV?, E�REPIDRT.21!
<br />1/4, 2/4, 3/4. 4/4, 5/5� 7/55,
<br />IW/10, 2W/10, SW/10. 4W/10,
<br />SW/10, 6W/11 & 7W/11
<br />ANCHORS: '00 cLACRM SM Scm," ON -NEM it,
<br />FOR WOW SEE SECTHINIS ON SHEETS 10 1 V
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<br />51110/10, ISWIII & 7W/11
<br />ANCHORS� MR CONCRETE SEE SCHEDULE ON SHEETS a o—
<br />FDA WOOD So: SECTIONS ON SHEETS 10 & I I
<br />REGULAR STORM PANELS & ELEVATION
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