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/T-iLECG IfVi^_
<br />TILLIT TESTING S ENGINEERING M CO PANY
<br />WATTFR A TILLIT, JR., P.E. tiitcc0480,Lcorn
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<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global P_rotecito i-P_roducts LLC.
<br />4800 S.W. 51 Street
<br />Davie, Florida33314
<br />1 PUR_PPOSE-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 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 />2. EVIDENCE EMITTED:
<br />2.1,-PRODUCT EVALUATION DOCUMENT (P.E.D.);
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.: signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part o1JIFhils
<br />Evaluation Report. ,%11` EA A. rl(N,�r'�Hi
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - Phone: (305) 871-1530 - PEr ` "J,t &I ;1S31
<br />PRODUCT E'V ALUATION REPORT NO. 2"728.01 -
<br />2..2_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 # 96-569 dated 08/09/1996, #96-570 dated 09/1811996,
<br />#96-T30 dated 09/20i1996, 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 10105/1998 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 ryHattemNP. P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate. P.E.
<br />2.3. STRUCTURAL ENGINEERING CALCVLATTQW.
<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 n accordance with
<br />section 1616 of the Florida Building Code. Calculations pmpared by Tilleco, Inc.,
<br />dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P E.
<br />3. MJSSILE IMPACT RESISTANT
<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 Ga'vanized Steel 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, 10, 11,
<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 />5.1NSTPLLATION:
<br />Installation 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 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 NOTE$:
<br />e3) IN CASE TEAI PRECAST S10Nf, OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS RE FQUNU ON THE
<br />CYAIA)-FiR -= QNGE "LY = STEEL =W .PANELS)
<br />EXISTING WA.L, ANCHORS SHALL BE LONG ENOUGH To REACH THE MAIN STRUCTURE BEHIND SUCH PANELS
<br />' `TORN PANEL 10MN ON 1--IS PF.WL1CT cyµil,Ll ON DG",,.ENT IPED) 14AS BEEN VENKTCD FOR --Pt' m N
<br />ANCHORAGE SHALL BE AS MENTIONED +N B 1) AND IN 82).
<br />ALCORDANCE WITH THE 702Q (7M E01FON) OF T14C FLORIDA BUILDING CODE
<br />C) TO -FA ILAQ. 1RDD -Mk 5PLCVlC .BE,d[Y•.-' � 0,51AI ,-
<br />DESIGN WIND LOADS PALL BE DETER PER SECTION 18200E THE YEN c0DALLE,
<br />- 1/4•e TAPC'ON ANCHORS. AS MANUFACTURED BY I T W SUILDEX.:NC
<br />FOR A THE
<br />S N M e'M
<br />RI SHUTTERS
<br />PEED AS REOJ+RG7 BY THE JURI$OICT10 WHERE i5f SHAIrIERS U SE INSTALLED µ0
<br />BE IN
<br />_ A14-10 PANEUAATE FEMALE IC µO PµITLVATF PLUS ANCHORS AS MNWtACTLREG BY ELCO CONCTRtICTIGN r4tolti
<br />DWINDIRE
<br />FOR A 01RESSURAL K.'.OD USING 7-16 µ0 SHALL N07 EXCEED THE MA%WUY (AS D)
<br />_
<br />1/4 It LAG SCREWS PER N0.5.
<br />RAFACTOR TSCC
<br />OCSf:N PRESSURE RATINGS INDICATED ON SHEETS 7 1NRV 12. la 'S, tB. 19 tr 70.
<br />7/16'4 ' 'S/r WOOD RUSHING. AS DISTRIBUTED BY ALL PONT SCREW. BOLT At SPEGAL••r W
<br />IN ORDER Tp VERIFY T.E ABOv• CONDITION, TIO, nYATE DESIGN WIND LOADS DETERMINED PJASCE J-6
<br />C!; THREADED tqN POO YIOOG' TAPCON AVGHONS Stull BE 1 1/7' Ai ?' FOR ELCO PANELWTE PLUS
<br />SHALL BE FIRST REDUCED TO A.SD DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 M ORDER TO
<br />COMPARE THESE w/ YAX (As0) DES" PRESA)Rf. RATINGS NDIUTEC ON SHEETS T TRLA ,:, ,+. Is. 16, ,9 A 20
<br />AMDMINIMUMPA
<br />MID aµEllMLf FEMALE ION
<br />ALE In.
<br />r 1) MINIMUM T'HREAOEG PENETRATION of LAC SCREW. IN'0 Mf WOGC FRAME lNN!1 SHALL 9E 1/2' MV THREADED
<br />M ORDERiV VERIFY THAT AM:MORS ON THIS PEO AS TESTIER WERE h0T OVET+ STRESSED. A !3R INCREASE M kLOWABLE
<br />STRESS FOR WIND LOAMY WAS ILL USED IN Ni ANN Ms rASIENERS SPACING O WOOD HAS BEEN DETERMINED M
<br />PENETRATION INTO $PXCO SHAL BE CONSIDERED AS PART IX THE REOUNiED READER PENETAnON
<br />ACCORLANCE IRITH N.D.S. 2018.
<br />C 3) MM&UM EDGE DISTANCE 0r LAG SCREWS. INTO WOOD SHAWL RE AS INDICATED M THIS DRAWING
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VEAnEG IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MEN 11ONED CODE AS PER HURRICANE ENGINEERING & TESDNG INC REPORTS 96-569. 96-570 & Si AND
<br />F. 4, MI/WMI]Y PE7$,AATR& OF WOOD BUSHING SHALL BE 5/9' I/.' •-20 SCREWS USED S/HAL:BE I 12' IONIC MmIMUN
<br />-
<br />FENESTRATION TESTING LAB INC, REPORTS %2032 & /2126 . AS PROTOCOLS TAFr201, TAS-202 AND TAS-203
<br />SNOULD'.TVCCO EXIST AND I' MINIMUM FOR WALLS WIT1 No STUCCO,
<br />w AAIERK,91 LEST LAB M STJUIN FLORIDA REPORT E0219.01 -09, AS PER TAS 201, TAS 202 µD
<br />TA 3 ST
<br />TAS 703 STANDARDS
<br />r 5) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS. 51UCCO OR WOOD BOARDS BE FOINn ON THE EXI$r1W,
<br />HALL ANCHORS SWILL BE LONG ENOUGH TO REACH THE MAIN S'TRU('TURE 8EkND SUCH PANELS
<br />2 ALL ALUV,NVM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) SEE SHEEP 2
<br />ANCHORAGE SHALL BE A5 MENTIONED IN C 1) C.2) A C 4)
<br />3 ALL ALUMINUM SI,En METAL USED Al CLOSURES "HALL HAVE 3105-H14 ALLOY
<br />(U) ANCHORS SN&L K 'NSTALIED FOLLOWNG ALL Or THE RECOMMI NDAT,ON5 AND SPECIOCAWNS OF THE ARCIXTR'S MANUFACTURER
<br />A ALL STEEL SHEET METAL PANELS S HALT NAVE STRUCTURAL OUALTTY STEEL, ASTM 4-653 GRADL 50 MNIMUM. G-60
<br />CA_VµRTEO STEEL DESIGNATION W/rY. SB.S b+ (AFTER ROLLED)
<br />6 PANELS MAY ALSO BE INSTALLED MOH12(1NTALLr iOiLCWSNG INSTALLATION OEiNtS SHGWN ON SFC00N 3 iNROHJGH 10 (SHEET, H
<br />NHROUCH b) LXCEPT -HAT HEADERS (2) A (1) STALL NOT BE USED
<br />5 ALL TREWS To BE STAINLESS STEEL 304 OR 310 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />9 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 .ERII THE SOUNDNESS Of THE STRUCTURE WHERE SHUTTER 15 T, Of
<br />50 18 W/ So WI "i STRENGTH AND 90 Ms, TENSHALL COMPLY STRENGTH A SH_OMPLY W/ FI.ORICA BUILDING CODE
<br />ATTACHED TO &SURE PROPER ANCHORAGE TIM SH,OTER SHNCL ONIY BE ATTACHED TO CONCRETE. 9Lrn:K OR WOOD ,PANE
<br />$OIN
<br />3. 3,A
<br />81n.GNGS
<br />6 BOLTS t0 BE &SIN A-307 GALVANIZED STEEL. ON NISI 304 SERIES SINN(ESS STEEL WITH .16 I9, MINI,,L N '^EIS•
<br />StRfNGtH
<br />10 EACH REGULAR STORY PANEL AIR, LENGTH OVER B'-B THROUGH I! t', AS PER SECTIONS E. 8. 9 A 10 AN ALTERNAIMS TOW,
<br />9W W tow ON 3HEE75 5, 6 A 12 RESPECTMEL`-. SNAL HAVE A LEGIBLE AND READILY V5Ri MARKING MSMUCTa4G OWNER OR
<br />' ANCHORS TO WALL SHALL BE AS FOLLOWS-
<br />TENANT TO SECURE PµCLS WITFL APPLCABLE RETWORCEMENT OURHAKT PERIOD` OF HURRICANE WARWNC,
<br />(A) IQ E)Q1r±1G_.'xJ.1_% _GQ4 BETE
<br />I I THE INSFKUFpN CONTRACTOR S 10 SFAL/CAULk A, SOFTER COIJF,oNEM EDGES WHICH REAINN IN C(WFINUWS R: w*u, POOH
<br />- I/.'e TAKEN ANCHORS AS MANUFACTURED B, I TW 8t.nLDEX. INC TV.,- rc-3192 P.,I
<br />THE BUeDING to PRCVENr WIND/RAC e.MjSION.
<br />. 1/4' e . I/B" 11i1-M ANCHORS. AS AWNOIACTURED BY DEIMALT INC (MIN. 1 A-3OOD p. I
<br />- 1/4-. F )/4' SOLID -SET ANCHORS. AS CH"IBUIED BY ALL FON I SCREW, ROLL A SPECIALTY CO
<br />11 I ORM PANEL INSTALLATION SSW, COMPLY WTI SPECS ,NMATED N !HIS DRAWING PLUS ANY BUILDIND AND ZONING REGUUIIDNS
<br />IN, I.S."D0 P.,)
<br />°POUNDED 9T TH[ JURISDICTION WHERE PERMIT IS APPLIED TO
<br />- t14-10 PANELMAiE FEMALE 10 A PANELMATF PLUS ANCHORS, AS MANUCACTURCD BY ELCO CON5TR'UI:,'IVN PRODUCTS
<br />11 (a) THIS PRODUCT ENALUATIDN DOCUMENT (P.E D) PREPAREO BY THIS ENGINEER IS GENERIC AND DOES NOT RN(,MuL WoMIAI ii
<br />(MIN I, F.3330 I, a.)
<br />FOR A SITE 5TTCRtr PROJECT, . • WHERE ThE S"E CoNDInoNS TNYATE rRoI4 THE P E.D
<br />- 1/4'. Cr TAP -GRIP ANCHORS, AS IAANI)FA:IURED B+-RU-FAST CORPORATION (I'H:a1G50 p.e. )
<br />10 CONTRACTOR TO BE RESPONSIBLE FOR IHE SELECTION, PURCHASE AND WISTALLAnoN INCLUDING HIFE SAFETY Or THIS PRODUCI
<br />A I) MINIMUM EMBEDMENT OFIAPCON ANCHORS INTO POURED CONCRETE SHALL BE I ,'/1' 2' FOR PANELMATF TTMVV E
<br />BASED ON " P E.D PRCV"ED HE,14HE LOSS NOT DEVIATE FROM THE WHOICNS DETAILED ON THr_- DQC1A4ENl
<br />ID ANU PµEMALTE PLUS AND 1 1/4' FOR CF TAP -GRIP ANCHORS
<br />CONSTRUCTION SAFETY AT SITE IS tK CoNFRACTol''S R(cpONSIBUITY
<br />Al) CALX-IN A 5QUG-SEI ANCHORS SHALL BE EMBEDDED 7/8' WTO 0, E POUREV CONCRETE NO EMBEDMENT INto
<br />I,) TARS PRODUCT EVALUATION DCICUMLN' WILL BE : sIDEREO INVALID IF NiMnET))
<br />SrUCOO SHALL RE PERMITTED 1/4' 0-20 SCREWS USED SKAU BE 1 1/2- LONG MINIMUM S14DULD STUCCO EXIS.
<br />MINIMUM M WTI+ N� Y A THREADED
<br />ND , M UM FOR WALLS L STUCCO µ0 MM B' HEADED SCREWS OR LJ READIED $CREWS w/0 ,LEAD.
<br />1 I IK OJL ALL SE PREPARED BY WIOCA
<br />° SPEC PROJECTS SH P A FLORIDA R RARCHITECT
<br />B F FD EN[SN[E OR WH6CH WILL BECOME ME
<br />BUTMTM WING NUTS
<br />ENGINEER F
<br />ENGINEER HN RECORD (E 0 R) FOR THE PROJECT AND 'AVHQ POLL EIE RESPONSIBLE ct. THE
<br />ILL
<br />PROPER USE CR THE P.E D ENGINEER Of RECORD, ACTINC. 45 A DELEGATED ENGINEER TU rHF
<br />A 5) IN CASE THAT PRECAST 57O/IE, PRECASI CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THi
<br />PED ENGINEER, SHALL SUBMIT TO THIS UTTER THE STE SPECIFIC DRAWINGS FOR REVIEW
<br />EX15nNG WALL OR FLOOR. ANCHORS ;,HALL BE LONG ENOUGH TO REACH THE MAIN STRICTURE BEHIND SVGA
<br />PANELS ANCHORAGE SHALL BE 0. MENTIONED IN a I I AND M A I)
<br />(e} THIS PED SHALL BEAR THE DAZE ANC ORIOMAL SEAL MID SIGNATURE OFTHE PROFESSIONAL
<br />ENGINEER OF RCC'DRG THAT PREPARED IT
<br />(8) TO LAPSTI_- N-- O NI;,RFI 1,W..i7LL-ASTV L7-99
<br />- 1/4' 4 TAPOON ANCHORS AS MANVI ACIVREO BY I I W EULPE), INC
<br />a SHUTTER MANUFACTURERS IABE. SHALL BE LOUr[D ON A REARM.' VISIBLE tOCAT,O AT STORU
<br />1/4' .. 7/8' CALK -IN ANC$9M. AS MANUrACTIIRED BY DEWALT iNC (MIN I'r-I S00 Pa. )
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1739.2 3 OF FIOR" BUULD&G CODE ONE LABEL
<br />PLACED ,H,
<br />I/4'e A SIN- SOOD-5- ANC , AS DISTRIBUTED By ALL POMP SCREW. BOLT A SPECATY CO.
<br />SNML BE FOR EVERY CPCNIW; LABELING TO COMPL' WITH SECTION t7Q992 O
<br />I ONKIA 3,V,,DING root
<br />(MIN ,�_aoo PAS.)
<br />/t4-,V PANELMATE FEMALE IV AND F'ANELMA.IE PLUS ANCHORS. AS BY
<br />iH5 CRAWNG STALL ONLY BE USED 70
<br />MANUFACTURETI ELCO CONSTRL,C CN
<br />IANGIONS.
<br />oBIA& PER6Nt5 M THE STATE of FLORIDA
<br />/.'. r,',Cw-G411P AS MANUFACTURED BY tRU-FASI caRPORAnON
<br />AN71i '4,.'A
<br />•. l
<br />3a,I�E
<br />B I I M&I.t+JM EA@EDMEM OF TAPCON ANCHORS. E1C0 PANELMATES AND Cr TAP-ORtP ANCHOR. INTO UIE CD!Np(t . ,
<br />1 FLORIDA BUILDING CODE (High Velocity Nurrlcane Zone
<br />BLOC. ,mD Swj of , I/.• `
<br />Pmm ITT— k 20 CAGE GALVANIZED STEEL STORM PANEL 'P
<br />8.21 CAi A SOLID-SE7 ANCHORS SHALL BE EMBEDDED '/8' &10 THE CONCRETE BLOCK UNIT NO E�'8FP MTIF
<br />-
<br />__-_ ___ ___
<br />INTO STUCCO SWL RE PERMIITFD './4• .-20 SCREWS USED SHALL BE I 1/2' LONG M&INVM sHHwa STL:CCf)
<br />f XtST, µD I" MINIMUM FOR WALLS W'TH NO $Nff.O. �' STAi
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<br />INSTALLATION DETAI�� REGR PANELS . 1 & j�L
<br />INTO EXISTING POURED _ CONCRETB OR CONCRETE BLOCK TRUCTURES CMVOMIE AIITHDRS
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<br />(91 SC.Eb)tl ON
<br />CONCRETE ANC_o s,IeYT a ,H1lauo. 9)
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<br />IS" SCHETAXE ON -�
<br />CONCRETE NINON, 6H[ER It n.Iw,GH e) \ - ENO T1]NCR[1E AVCHD,tl LXWFNG POURED - .
<br />(SEE sCHEDIAE ant- -, (DEC SCHi ON - ' 4 , CONCRETE REWIRED � 4
<br />SHEETS a THROUG, 9) EXTSIMS POURED I. j I sHEEIS I THRDLGH .)
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<br />CONCRETE OR Tlr••3/37' I a-E I EYISTING POURED —� EOSTMG PWaED [ u I 1 ] "y TIC _
<br />CONCRETE MOCK IW4D MR e i I r CONCRETE OR '.' I I CONCRRETE DR 1 '
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<br />RCOUIREC , �fAG, sitR+ • , CONCRETE BLOCK CONCRETE BI.^Cr ,
<br />31 'DT FR REQUIRED REAMED
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<br />CO,ICRLTF ANCHORS -` =� GONLIICT[ NNClgR6 .SIT AM,:IHDRS ,An ,Y hw3/H'
<br />3'A00[UfD W/ STUD - G••_ 1" (SEE SCIEDULE ON (SEE scHt UIE a -- EMS • 4' Oc.
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<br />C
<br />SHEETS a 1HWMI0H 4)
<br />WALL MOUNTING CEILING AND FLOOR MOUNTING �NG ALTERNATE BUILD OUT MOUNTING
<br />SECTION t SECTION 2
<br />SECTION 4
<br />1[ r V•5-I' SCALE 3/8-,' SCALF 3/6-1, SILL .
<br />Ia
<br />; I 11 E.D . EDGE DISTANCE
<br />i [• ,yy (SEE SCHEDULE ON
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<br />1 48 -R ,2 ",'/rsla°cIt TOP h BOTTOM MOUNTINGS CAN Of
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<br />COMBINED N ANY WAY TO SI::T 4NY
<br />1 r:. .3 , I rTION
<br />�g A`0','L .n1A
<br />* '•'."y
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<br />EXISPW, POURU) F FLORIDA BUILDING CODE (Nigh Vi Oy Hurrleene Zone)
<br />CONCRETE -.. - - 4
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<br />°,
<br />-*:
<br />RraARED. caNCRCRi E Aw�LRs ,* a 26 GAGE GALVANIZED STEEL STORM PANEL ,-,e,' IN
<br />sHFE1s 6 nHROVO, a) -'' = 0_ TATE ^F _. R'""
<br />10,4;., `'----,. 'GL08AL PROTECTION PRODUCTS, LLC. oH,n
<br />+ _ _ �L�e.
<br />CEILING AND OOR MOUNTING ,�erJ(H. Onilci* : ` FaDA s W. 31
<br />nu.
<br />I4e
<br />.H� 1F' TESTING It n+olERro corrlyMr wM[: EE 3»„
<br />SECTION 2A �'V.,s/ ,PANNE NF,�l�"W-- ,.._ tlm,•,. -,IUD r..,••lmy �Ml„ PHME (9s.;6I4 )StS. F.K (wKe.-.].) 20-176
<br />AI
<br />SCALE S/e-'•
<br />ll... 11 [ s&W.'901LA"WRA.R CA-0ooe719 _ O.A.r4H0 4.
<br />.MLR A RIP i P L _ _
<br />---.._____ -_ ---_.-.____-_ FL — tX Nfe) _ OQI • M 1.
<br />DUCT FVAI UATION REMIL'I• NO, 20.0729.01
<br />0 _NLATERIALS TARACTERISTICS 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.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 CQNUITIONS OF USE:
<br />7.1. Shalt 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 1hru 4 and 11 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. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />AAv01N111111N....AA
<br />.`SNAP \CENSF'- I ,
<br />_- _-�_. No- 44167 s
<br />o•'• STATE OF ?ct
<br />— ,,�QA.• `LOR10 .''tea
<br />a',FSS/ON AL Eta:.`
<br />'NDN111INNA00
<br />YYATTLL
<br />D. TILTECO ADMON RECORDS 1 P. E. REPORT 201 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />GALVANIZED STEEL STORM PANEL\ DRWG # 20.176', REPORT I20-0728.01
<br />TI L ECO IfVc_
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />W?,t,T1>RA. TILLIT, fit. PE. tllceciogwl.cout
<br />PRQDAL(T EVALUATION REPORT R1•PF Lk- N° "U57
<br />!Lr_.A. LItWXM NP. )Ai6'I9
<br />REPORT 1i
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />G_IoWiFrQteaLw_P_rotlucts,LLC
<br />4800 S. W, 51 Street
<br />Davie, 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 />61 G20-3, Method 1D 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 />2._EVIDENCE SUBMITTED:
<br />2.11. PRODUCT EVALUATION DOCUMENT (P.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 07127/2020. This drawing is an integp,l1p t ,,610,,is
<br />Evaluation Report. ti ...!... ,*1 •,,,
<br />:`-idti:31167 =
<br />- = % STA E OF •'4 s
<br />6355 N.W. 36th Street, Suite -105, Miami, Florida 33166 - Phone: (305) 871-1913111c 1cI " ,',8`, I-1531
<br />r AIhNII I,L,HIt
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2 -I-)
<br />- 15196- (TOTAL WIDTH) - _ ,5,96- (TOTAL WIDTH) _
<br />- 12-500' (EFFECTIVE WIDTH) - 6.150'
<br />6 1 . - -
<br />' - - - _ _ 500' -T .STOOP I Sr50' , -1 1h0' - f.JSO- - , ,
<br />-'A - 1 SSG- 003e- YM. T.C. 1.350- - '\
<br />(- _ -Epp• _ � _ ` 1 F_ _ . _ _ _ GALVANIZED 5T[iI
<br />). 1 O�t�El
<br />� HEMMED , ' °( ,' GRAGC S0 MMMIN/ HEyyEp , 0• tt 1
<br />11 (J ti 2.657' r.EDGE ill , 7.657• G-60 GALv EDGE -
<br />_P
<br />2 000' \ 1
<br />000'
<br />2 TYP 2 // ,j TYP
<br />AI [,.
<br />T HEDGED GRA,G- 0 AL, �, OLTAN AT /, HEMMED DEfY �T ..
<br />EDGE. _ .. _ -11 G-a0 GAIN I - _ i - LOGE •_
<br />I-i-JXTAL a 'A! A_ � e6 ��' II DETAIL A `/ 46.5
<br />T.35O I LJ�O I ' j N
<br />- -6250' - ,.350•_J
<br />t� STORM PANEL 0 END STORM PANEL
<br />2.187' -
<br />I N,
<br />.250' 2.,87•
<br />PAWLS ENO LIP I I ,00- R a � ,75' - 750' - 1/.•.-20, 1/.,. 2.. 115•
<br />W/ r{E-HALO EDGr ` r ��.100' AE a 1.150' T-�-- 7!0' , -.L25. ss SERIES STUDVi 55. stw�mvETTD - P50•-
<br />�' .-0037 H I '�• r • To ANFIE • TO ANGLE • - ,
<br />F
<br />I"L� 30OB' 1W I 2 /7' oC ,t +/7• oc
<br />` \ _ 3.,,,. 09r 11�
<br />1W I '093" 'I j 2 OOo' , 5D0• - -- I , - 1.500•
<br />2 125' SEE 939' 8J8- SEE
<br />--I _7
<br />o9J" DETAIL I 4 OENI I
<br />0-250 2 r 25' + a 1251 I I, 25
<br />, HEMMEDI R
<br />L D. 7
<br />,'r- , N _ _
<br />ISOMETRIC VIEW DETAIL A ,� / _ 2 DDo 10. _ ,�2, op•
<br />ROUNDED CORNER O ENDS OF PANri IIA1 R
<br />END UP w( HEMMED EDGE O "h" HEADER (3 O ( ANGLE WITH STUD 4B
<br />(HATS) 4�tiEADER 4 ANGLE 4 pYS.1.R5Lb�N�G�LE��WfTH
<br />E1STU
<br />- I VARIES
<br />SEE DEI.
<br />F 11/1. A 2/1.
<br />S/16•. -OIL 10R
<br />vTL'D LOCATION AT
<br />EVERY PAAEL OVERLAP
<br />' 000•
<br />w, W .
<br />, 25o,
<br />- 2.ow, -
<br />(8,80 2"X7"X1/4"
<br />ALUMINUM ANGLE
<br />..344'
<br />I 1390•
<br />1407% 061' 625' ,
<br />390-
<br />.957'
<br />1 - H tlli
<br />C51I KEY HOLE WASHER
<br />- - 06"
<br />DOW (Wn.) - 094-
<br />GALVANIZED STEEL - - '
<br />i -_
<br />375'. , +.Se•. 575•.
<br />_J
<br />063% ' .. , tAMAC NICKEL
<br />12•. - - li7S• PLAIED WING Nut
<br />.,
<br />ALIERNAATND-Y. SE RNC MR WIOUT
<br />MD400THC WASHER W/ ADDITIONAL
<br />• 7/r..3/32' WASHER (STAINLESS
<br />STrn M M v. PRIED sna)
<br />37.'
<br />TYP TOP EDGE
<br />D PACE
<br />-- CI
<br />t 96'.
<br />'
<br />3_,4
<br />)
<br />I r
<br />'�
<br />y
<br />I I
<br />J t 053• (
<br />167,•
<br />1.J43'
<br />R.062•
<br />(
<br />093'
<br />1
<br />r H
<br />75" I
<br />ow-
<br />--1
<br />.- -
<br />- 2.W0' -
<br />© "F" TRACK ANGLE
<br />_-_
<br />9i A. TQ
<br />,
<br />)
<br />,
<br />,Nl,""
<br />ram ,
<br />`yam?.-''��CENS� '. 9'''
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<br />`.
<br />3is-�,
<br />-8
<br />a1d^e r
<br />- N0. 44167
<br />T
<br />'*. * :Oki:
<br />ENE a PANEL
<br />S -c'•,
<br />STATE OF
<br />©
<br />KEY HOLE
<br />", Oi,- .
<br />::4A7
<br />FLC 1D0' . Nz
<br />AT PANEL
<br />„ s
<br />- - G._
<br />/O -g� k
<br />_.
<br />P E 9LY/S TLMEADH,TE
<br />374- ,.,
<br />IBO'- -
<br />10'
<br />1�0,
<br />6I ,
<br />9FP. I e15•
<br />004
<br />- - TYP )
<br />© 3/8" "F" TRACK
<br />- 750' -
<br />t25'
<br />'.-2O RIVETED
<br />SERIES
<br />" ' s s STUD RrvtNn To
<br />I ANGLE • 12 112' OC
<br />I .500-
<br />750-
<br />CrFLAT
<br />�LJPLATED
<br />WITH STUD
<br />FLORIDA BUILDING CODE (High Velocity Nurrlcane
<br />Zone
<br />L Nc
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />rP
<br />owAN BT
<br />'\
<br />TL C
<br />GLOBAL PROTECTION PRODUCTS, LLC.;
<br />°''N"'°
<br />E-T O ENE
<br />4epR ". 51 STREET
<br />rt nsnlHo� ENoe1EERIN6 OeAIP T wall n -14
<br />1
<br />20-176
<br />- Im1I..F• HW r . Lon W1-r
<br />Aloe. (n.)."_ 43, - (.54)6e4-e ,
<br />oIMAv¢
<br />U-pOM7T9
<br />1�1r
<br />Me
<br />AYLTFR A T J•, E
<br />,Wo:A 41l7
<br />- -
<br />- - - -
<br />91TI1 : a M
<br />INSTALLATION DETAILS FOR REGULAR PANELS (1) & A DO Cl FOR INSTALLATION IN POURED
<br />INTO EXISTIN POUR D CONCRETE OR CONCRETE BLOCK STRUCTURES �I4DKOR
<br />IN OR PAELMAYE rEMMF 10, (SEE s Hi i ]m„4 u VALID FOR REGULAR. � W _ AND E-Z HANG STORM PM1Il-VST114
<br />PµEIMAR RUST M H W-A 9 (S2 SCIIEwAL ON ��99ii\\ hiRDSWt 22 4' °. )•
<br />'ffS AVCHOWS
<br />scHEDVIF ON SHEET e i 9) SILTS a nMOUGH l - ,•,--Y. - i I
<br />- T--1 1 ,;2' i l 4 4A
<br />, — I-1 1 $ 6
<br />T 1!.- Non r.',Rm_
<br />aTE'° sin i I r D :4) II� I -
<br />•s, I I 4 I -)
<br />REOL'i I I- I I I! "r, I I a!*
<br />I 31 � H
<br />E.0 1 1 \ [HIV. _ �\ `. 17. , __ "a-.c L- lF•,"•`'�,
<br />Iii,
<br />N '.� ; i _ _ I tEJ
<br />1
<br />N I l ExISTMC POURED 1 I ; p w-I ,. aP I r v.. I� Ww
<br />i I . -1 1 CONCRETE CR I 1 j ca, .,,•, .,p. - - - _ IMP" + I ' / COMCK1 BLOCK , 1 I 1`1
<br />I I '- REWIRED. 1 I o N 'Y _ _ _ w. _ J
<br />E' E I 1 6 ' ! 1 3 CASE A (PLANT tOe 1I' ./... r'.="1r ..F t SCALE 3/16- , H Pc
<br />I 7w" .. `ti ; I I S CASE B (PLAN)
<br />utsr"s _j (, , I , to li a IN F"�-; ; N _I //Y SCALE s/t6.,•
<br />I I 1 I T , _ FIN g�',U., It I I +ea • -222`411 --Ta'��eR :�e• ��) F aL ii+- P
<br />-1 FIT,°"HNna a4t,VM.TTDME # 1) I I '� Into PA6 nv, E 1 1 I.1 " _ .�.-m `"°1�A '
<br />1 N i (^ C, e.m.- L-Y-,ate -
<br />I 4
<br />I i e "'Cr °G4 i 1 "'PET 1
<br />I 'r Ij r ,/r
<br />1 1 1 I I", CRP - 2_ r.R.ut oaac,l
<br />CONCRETE
<br />POl0FEO f D I ( , 1 - .FP..r 'M"
<br />1
<br />' CASE C (PLAN) CASE D (PLAN}
<br />CONCRETE
<br />& I i EXISTING POURED ED -1 ) I SCALE )/16-I-
<br />_ t CONCRETE on ' SILL 6 -
<br />' I 1 CONCAVE BLOCK ,R„fl :�
<br />• 1 REPO RED , 1 /2�(_4
<br />- - 1 YS..3s/1
<br />CAL.-H. LR PAIEINATT - _- 1 ' .- , ' -3/.•- -- IWIT�S• i r• nR.v 1. ^w'I Mm� ra
<br />,TMMF ID w.0 ANEMAIE COKR[TE MCYAK-r MN -
<br />Pars OR C, IAP-OIHP W°'
<br />(SEE sacoHAE ant
<br />SEETS 5 9) COALS MOUNTING fjL) GIs a I"R°L`" ii UILDOUT MOUNTING - -_
<br />SECTIONS 5& 6 SECTION 7 1 , Nr -
<br />SCALE 3/8' SERF 3R B." -TIN.- o,ak w eTna,- -. _ . I -. )
<br />EDGE OF EXISTING •NEW 1• TIDE . VARIES 1/B' E.D. - EDGE OISfANCE
<br />Onwmi- a
<br />114GA MUM TORE DR 1. 1 (SEE SCHEDULE ON ": 8 CASE F (PLAN)
<br />MSTmc STUCCO/ PI W000 PATE SPACER I I SHEETS 8 & 9) % -- SCALE 3/,6-,•
<br />W000 SAND I
<br />___j
<br />• NEW I• WIDE . VARIES, I/e' I I,i_ NOT_ FOa�DEla1NAT1oN of srtnoNs. /
<br />MUM. TUBE OR I' . VARIES
<br />P I WOOD PUTS SPACER , TOP & BOTTOM MOUNTINGS CAN BE
<br />BIHNO TRACk
<br />o X CONCRETE AN-VRs I COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN}
<br />- _- ISE xII['JJIS ON -I .1, I INSTALLATION SCALE 1/16-1-
<br />sr[(I s nRO,]tr R) 1 'UALK CAW N.
<br />l
<br />_--- Ea,S`'Nc PW4)ED „H a r 1��'' i[I•v -' 2� ''• FLORIDA BUILDING CODE (High Vsl2xN Hunlcone Zone
<br />-- 1YPDRETa Nt _,__ _ CONCRETE OR ancal ,VIZ I. - '�
<br />fIF ecm 1 2' Mil - i CONCRETE ELOC,. .= MLR.. IRE / d H. 9 wIAL GREATEN '
<br />w 0eee•4 VA
<br />r uo. RFWmEo TurAs ,eHor - NO 44167 I 2- GAGE GAL NIZED STEEL STORM PANEL D,,,;; B,
<br />x` SECTION X-X _ * ; * - - --
<br />ECIF 1/ = 9'• S tE F - .��- � � - / �, GLOBAL PROTECTION PRODUCTS, I. °'/-
<br />DETJAIL FOR SPACERS REQUIRED AT TOP O_ R z p". D �_ ^ I L E C O ENc , - 1. {, sT-
<br />RQTTOM TRACKS AD)AZEN1 TO STUCCO/WOOD BANDS ':0'[ir ••. AtO�'•',2?6'e-' n`L :i N'H10We. LN01,,."c-Mi'"M"•,PRi'.I.P- PHrnc (O.)6e°a-I ,FAAj1(-".-6r9, � 20-176
<br />,_11,A SS,+ •AL ",G4 H,-,.0 W4 . _,N s� _
<br />-IIll is,cNATucroR U-0i0V`I% o I w'H. WArWG No
<br />Al N11H/N .M'RRR A. RTLLUT .... P£ , m ,>-+A 1 _ Melt s Of 7a
<br />_.- - -—..-------------___ ---_. 4.,v
<br />PRODUC I EN ALLAT ION RPPORT NO. 20-0727.02 -
<br />2.2. TESLREPORTS;
<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. Uniform static loads as per
<br />Section 1709.8.3 per AS
<br />TM STM E•330. Test reports prepared by American Testing
<br />Lab of South Florida, Report# 0814-01-01 dated 03111/02 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 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. 1123.01-10, dated November 23, 2010, signed and sealed by Julio 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 E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 1 OKM-1318, dated December 1. 2010 signed
<br />and sealed by Jerry Jaciofano, P.E, as per ASTM E-8.
<br />2.3. STR4CTURAL ENGiN_EERING CALCUI ATIQFIS:
<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 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3. ISISSILE IMPACT -RESISTANCE:
<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.-WIND LOADS RE I TANCE:
<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 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 thri 16
<br />and 18 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 12-99 Standard.
<br />1
<br />�\GENSF,• i9 ,s
<br />I . a 67
<br />Hg tt ..,. * ; *
<br />=-'• STATE OF ,:Q
<br />1/4. 2/4, 3/4. 4/4, 5/5, 7/5.
<br />PRODUCT_)a_yALUATTONRTal PORT NO. 20-0727.02 1
<br />5. INSTALLATION:
<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 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />6. MATERIAL CHARACTERISTICS�ND SPECIFICATIONS:
<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 1 of 18. of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7. LIMITATIONS A. ND-CQNDiTiONSOF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 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. Tillit, Jr., P.E.
<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,
<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. Tifllt, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />�A,```�E� A:.71�(/,yN,,
<br />^'�a�`�� �CENSF''`/-fly'
<br />__
<br />' - ' ''X, •t-'ti,7
<br />,'- ,f*k..._ * I*
<br />WATILL - .-•• ODE -
<br />D•1 TILTECO ADMO1i RECORDS, P E. REPDRT.201 GLOBAL PRofkc1FJ,F(N P �SHL CQ[FS, LiTW4
<br />GALVAM2E0 STEEL STORM PANEL \DRWG#20-175I REPORTIN20-0727.QQ,�,, �CRtgY•,.\�`L-`$
<br />�r G
<br />'% S/OIVAL " ,AAA`
<br />1*IW/10, 2W/10, 3W/10. 4W/10, 6/5
<br />51i 6W/11 & 7W/11
<br />_3' - __
<br />ANCHORS FOR CONCRETE SEE SCKDULE ON SHEETS B III _�
<br />9 1' WX_
<br />" WN FOR WOOD SEE SEC7*NS ON SHEETS 10 & 11 1• MIN.
<br />-- __- _ -.
<br />{ .. __ _�__ _ _ __ _ -. ____1_T _,_ T_ _1__ __ ___,. .
<br />D.M.. 2 s a r T �
<br />O O ®',
<br />®-fl'C4-®'G — — — -- ----- -- —
<br />f_ ------------�+----��
<br />' ' ,• '
<br />'� BOLTED PANELS W/ 1/14-20,1-- - -
<br />UNBDLIED PANELS 5.5. M S BOLT W/ 7/6- : 3/32-
<br />'(SEE SECTIONS AS WINGMU75 O EA. OVERLAP
<br />APPLICABLE) (SEE SECTIONS AS APPLICABLE)
<br />II
<br />D.M..®•®.�4 -q_, ,- -1- : . —,
<br />a aao —
<br />o
<br />®+©,O.@,DID, —-----------.-----
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<br />5W/10, 6VI & 7W/11
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