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WAITITR A. TTLLIT; rlt., P.E.
<br />/T_1L _
<br />I EC0 iNC.
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />PRODUCT EVALUATION REFWT
<br />DltecD472s01.rnm
<br />NL P.B. LIo,iW Yp. Y I.i7
<br />PL C A Liu—N- 0XV61IP
<br />REPORT NO.: 20-0728.01
<br />DATE: Jury 28. 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Pro ao ko"YgdW* LLC.
<br />4800 S.W. 51 Street
<br />Davie, Florida33314
<br />I. 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 1 D of the Florida Department of Business and
<br />Professlonal Regulation.
<br />This product is being issued an Evaluation Report as described heroin, and has
<br />been verified for compliance In accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify the[ 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.EVIDENC€ SUBMITTED:
<br />2.1._PRODUCT EVALUATION DOCUMENT CF.�,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,,0,A IlsrF
<br />Evaluation Report. \�P1Y,R A; ke ,,,
<br />SF''•:9 ,
<br />_,____*_N__
<br />5 . No 44167
<br />.Fin: •- c.\ e
<br />h355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 -
<br />Y_RODUI1XV:ALV AUQN! R Er
<br />T REPORT
<br />Z.2. TES : S
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />201 203 as Per section 162fi of the Florida Building Cod
<br />e. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc.., Reports it 96-569 dated 08109/1996, #96-570 dated 09i18/1996,
<br />#96-T30 dated 09/20/1996, 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 10/05/1998 witnessed by Gilbert Diamond. P.E. and Report No
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem. P.E.
<br />Tensile test report No. DCM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2,3. STRUCTURAL ENGINEERING CALCULATIONS:
<br />On 20 Gage Galvanized Steel Storrs Panel for maximum panel length vs. design
<br />wind load, as well as maxin)um anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc-.
<br />dated 11103108 and 03il2/15, signed and sealed by Walter A. Tillit, Jr., P E.
<br />3. MIS$1LE IMPACT gESISTANCE.
<br />Large missile Impact under section 1826 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WIND LOADS n$MTANCCE,;
<br />20 Gage Galvanized Sleet 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. INSTALLATION:
<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,
<br />.............." s
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<br />'MINA lI1I11 WON
<br />GENERAL NOT 83) W CUE nut PHECA:T STOW. OR PRrrAST CONCRETE PANELS STUCCO ON *DOD BOARDS BE POUND ON ,HE
<br />(Y6 _FQR . 20- BF4E_ TIIIBL116rML_ITITIZI, ooft FAT" EXISTING WAI.L. ANCHORS 5w41. BE LONG ENOUGH TO REACH IM MAIN SIRUCTURE BEHIND SVOf PANELS.
<br />• STOW PANEL SHOWN ON THY PRODUCT EVALUATION DOCUMENT IP[O) HAS KIN VERRRU FOR COYPUANF.E IN ANCHORAGE SOMI BE AS MENTOFKD IN 9.1) AMC W 82)_
<br />ACCORDANCE WIN THE 7020 (7M EDnON) Or THE FLORIDA BINDING CODE 110 TQlxfE UA W'QOD )MIN. $PLUM. lsium .n._.9. ANJ
<br />DUST RAND LOADS SHA,.L BE OURRMINED AS PER SECTION tWOOF THE ABOVE MENTIONED C:OOE. - 1/4-9 TAPCON ANCHORS. AS MANUFACTURED BY II.W BVEDITA, INC
<br />FOR A *AND SPEED AS PCDVTRCO W ilrt JINRSOICTION WNEYE TNilC SMIIRtERS Wlll 6C WCTALLE() ARO - /i4-10 PANELMATE FEMALE IO AND PANFLMATF PLUS ANCHORS, AS M,10-4AL'7URED BY ELCO CUNSIRVCTION PPOOUCIS
<br />FIM A DN(CCTPONAUTY FACTOR Nd-0 65. VSINC• ASCE 7-16 AND SHW.L NOT EXCITO IK MAXIMUM LA S.0) 1/4.9 NAG SCREWS PER N D.S.
<br />atMGN PRESSURE RAT04GS INDICATED ON SHIFEIS 7 NRU 12. 14. 15, 16. T9 & 20. - 7/1e'0 • 5/8' WOOD BUSHING. AS DISTRIBUTED BY All POINT SCREW, BOLT A SPECIALTY CO
<br />IN ORDER TO VERIFY THE ABOVE CONDTON. ULTIMATE OtW,,N (AND LUAM. onrRA1WCD PER ASCE 7-16 SHALL BE TOM REGV MO TO AS O DES" WINO LOADS BY MILIPLYFFIC, TNFM BY 06 N ORDER TO C 1) MINIMUM nWCADPfNE1RAlON INTO »Y)OO OF TARCON ANCHORS SHALL IE L 1 1/2PLUSAIC T' tpR ELCO PANCLMATC PS
<br />UM W
<br />IMALETHAEA
<br />COMPARE THESE W/ MAX (ASD) O(],IGN PRESSURE RATINGS INDICATED ON SHLCTS 7 THIN IT, 14, 15, 16. T9 6 20 AND FEMALE 10
<br />C 2) MINIMUM TT{READLD PENETRATION Of LAG SCRITI, WTO THE WOW FRAME UNP SHALL BE - 112- NO NREAMD
<br />W ORDER ill VERIFY 71A1 ANA-140R5 MTARS PCD AS TESTED WERE NOT OVER 571ESSID. • 33t WCq[A5E W AILOWABLL'. PENETRATION INTO STUCCO SMAL, RE CONSIDERED AS PART CIF THE REOJN.Ln tHREWCO PENETRATION
<br />$TRESS FOR WIND LOADS WAS UM USED ,N IWIN ANALYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERWNrD N
<br />ACCORDANCE WIN N.D.S. Iota C 3) MINIMUM EDGE OSTAWE OF LAG SCREWS, NIO *000 SMALL M AS IWMJITCD IN THF, URAe NC
<br />STORY P,WEL'S "OUACY FW IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED W ACCOROANCE WITH SECTION 1626 NY
<br />ION D /R*
<br />1' N) ANIA.IIM PETN[1RA71(M1 O *GOD flUSMeNG SMALL M $/B' 1/4' •-20 SCREWS USED SHALL N , 1/1' L01.G YNIMVM RIE ABOVE MENTIONED CODE AS PER HURRICANE INGINFERNC 6 TESTRVC WC REPORTS 9e-S110. 96- 570 * 96-T30 AND
<br />-20
<br />FENFSTRATRW TESTING Ve ,NC, RrPrAM 12032 6 02126 . AS PROTOCOLS TAS 201. !AS-20? AND TA3.203 SHOULD �ETR AND MINIMUM FOR WALLS NO 57
<br />AS WELL AS NMERItW ZEST NAB OF SOUTH FLORIDA REPORT H)219.01-p9, AS PEW TAS I01, TAS 202 ANDC
<br />ST
<br />5) W CASE THAT PRECAST STONEW .. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD somos K rFXD ON THE E%ISTWO WAS 70.1 STAND111DS. WALL. ANCHORS SHALL of LONG ENOUGH To REACH THE W* STRUCTURE 8ONND SUCH PANELS
<br />2 ALL %LUMIWM n(TRUSIONS TO BE 6011i ALLOY AND TEMPER. (UNLESS OTHERWISE NOTF'O) SEE SNRT 2 ANCHOPAGE SMALL BE AS MENTIONED IN C.1)I C.2) IT C4)
<br />1 ALL ALUMINUM SNEEI MCIµ USED AE CLOSURES SHALL, HAVE )105-H14 ALLOY. (U) ANCHORS SHML BE INSrµIET) FOLLOWING ALL of THE RECOMMENDATIONS AND SPECFKATIONS OF THE ANI:MON'S MANUPACTNRCR
<br />A ALL STEEL SHEET METAL PANELS SMALL HAVE `.: TRUCTURµ OUµM STEEL. ASM A-653 GRADE 30 MIAMW, O-bO
<br />W PN+f:S MAY ALSO BC WSTALIO NOR17dITµlY FOLLOWING WSTµlATICN DETAILS SHOW ON SECTION 3 iHRd�GN 10 (SHEETS 1
<br />GALVANIZED STEEL CFSIONAnON */h•. 565 A.I (AFTER ROLIID).
<br />IHAOUGHI 6) IACfP1 -w,, MEAMRS M 6(,D SNARL NOT TE USED
<br />1µl 5rAC1A•5 TO sTMNless s*Er1 3w oA 11e Ms $ERROR rAIRO"RESETAM cDAT[D CARBON .l LEL AS PER 9 IT IRA S.,A,J eF r RE. r T ILLY f I <
<br />FyoH,$,ylin• D< THE CONTRACTOR o YE T•E wuNDnas o< HE srmxTJR[ WHIP. 1 TD IK SMIINFTF3N _ TE
<br />ION I SLOES W/ SO IWI YR:IO STRENGTH MIO 90 FW TENSILE $1RENGTH 1 SIIµI COMPLY W/ n.OwM BU40WG CODE ATTACHED TO NSURE HNI.WFR ANCHORAGE THIS SN'J11CR SNµ1 ONLY BE ATTACHED TO CONCRCTC. BLOCN 0R WOW FRAME
<br />SECTION !•I I.I. ).4.
<br />M14oIHG3
<br />6 SOLIS TO BE ASIM A-307 GALVANIZED STEEL. OR AM, 30, SfRNS SIA,WtSS STEEL WITH " N,Ii WNIMUM YELE•
<br />D 1 IRA 0 [ACM, REGULAR ,JRY A WITH N T,NA - T '-•' $ REND RCO 51 YEl 14NOW, OMFA e" 6 HgOLpMI IT . AS PER SECTIONS e, e. 9 a 10 ANC µTNNAMf1 sw,
<br />I ANCHORS TO WALL AWL O< n)LLCJRS 9W A IOW ON SHEETS 5. 6 6 12 RESPECTIVELY 5441 HAVE A LEGIBLE AND READILY V1511AI MAR.ING ,NSNURNG OWNER OR
<br />AS TFNANT TO SECURE PANELS WITH APPLICABLE NIEWFORCFWNT DURING PFRODS Of HURRICANE WAPNINC
<br />OA ONLI(CTC INSTALLATION ON CONTRACTOR R S O SCAREMILIk ALL STUTTER COMPONENT EWES WHICH REMAIN IN CONTINUOUS fbN1ACT WITH
<br />9..fJ0 .i'DUBED_L n n D T r .'*
<br />TA
<br />- 1 •'9 i N f' .. / AP/6" ANCHORS
<br />MAN.R AC I W BY INCIN(. a 1192 Pr,) THE BIASEWNC TO DRCVCNt WIND/RAW NTq(ISON.
<br />C
<br />INC.AN
<br />• I/4' • . 7/B' (ALK-IN .Ww:M,ORS. AS 4AN(M'ACIURfD BY OEwALr . (MITI I'E.)OD) p.. I,)
<br />W, S ARMED DEW.
<br />- 1/4^A , 3/•' SC 1 -Sr ANUMORS. AS OSINIBUIED BY All POINT SCREW, BOLT h SPECIALTY CO 12. STORM PANELINSTAILAnON NHALI f.OYP'lY WRIT SPECS WUIfAtFU M THISDRAWINGPI VS' ANY Bu1l1XNG AND ZONING RLI:ULAIfONS
<br />(M,n. 1<-3000 FIX"-) PROVIDED BY THE JURISDICTION WHCRC KRUP IS APPLIED in
<br />- 114- To ►ANEUMATC FI A4L d) A P,U I MATe M kn ANCHORS, AS' MAIUI µTIRED BY ELCO r,ONSTRVC1101( PRODUCTS
<br />I % (0) THIS PRODUCT EVAI.UADI tA) ,VKNT (P R O ) PREPARED BY NIS LNO.EER 15 GENERIC AND OOPS NOT PROVIDE ,MORMAIHIN
<br />(MIN. 1.< &L o P.. ) 100 LPL PROJCL•T,
<br />A LPFCPYC ,# WHERE THE SIDE CONOnON: FEVATr FROM THE P E D
<br />- 1/4'9 Cr TAP -GRIP ANCNIOR3. AS MANUFACTURED BY 7Ru- AS1 CORPORATION (Fc-3600 p.%0
<br />A 1) MINIMUM FMRFDMFNT OF IAPCON ANC TORS INTO POURED CONCNLIE SMALL BEI 114• 2' FOR PAWIWIE FEIAAt 10) CONTRACTOR TO BE RESPUNSIBLE (OR ME SELECTION, PURCHASE AMC WSIALLAToN NCIUONG tYE SAFETY DF NY PRODUCT
<br />BASED ON THIS P.E.O. PROV6,LD nE„A3HE DOES NOT DEVIATE PROM NE CCNDIIIONS DETAILED ON NG DOCUMENT
<br />0 AND PMICMALrE PLUS AND I 1/4- FOR CF TAP -DRIP ANCHORS CON5}AUCRpN SAFETY AT SAIL IS THE CONTRACTOR'S RE'LPONS011T•
<br />A7) LAI(-W • SOLID -Si ANCHORS STAL HE FMPUDD7/e• HIC, i NE r,O1NEG Ew u CIE r0 EMBEDMENT INTO {() T HPRODUCT EVALUATION DOCUMENT WALL fir CONSIDERED INµXJ N MODnED
<br />STUCCO SMALL 0E PERMITTED. 1/4' a-20 9dILTVS USED SNIAIA BE I 1/2' LONE MWIMVM LNWlO S1TD(Uq EX151,
<br />NO T' MNIMUM FOR WALLS WITH NO STUCCO. 440 MAY BF 11FAIUD SCREW', INN AL: I..PITADED SCREWS */a 6". Ld) SM. SPETIFK PITGACTS SHALL BE PREPARED BY A fLOMBA REGISIL'RED ENO,NEIR OR ARCHOCCT WHICH WILL BECOME THE
<br />NOT WITH WING NUTS ENowait or ILECORD (i ON) FOR IMF PROJECT AND MOO WILL RE RCSPON•.H&E FOR THE
<br />.ROPLNI UST OF IMF P.EO. EINON[tR Or RECORD, ACING AS A DELEGATED D1GIN(ER TO IMF.
<br />A 3) N IC CASE nAT PRECAST STOW. PWCA31 CONCRETE PANELS. "VM. STUCCO OR WC11D DOARDS BE FOUND ON Till P E n CNGWEER SHALL 9LNYR TO THIS IAFTER THE SITE S,,JrWK CNAWWCS FOR REVIEW
<br />EXISTING WALL OR FLOOR ANCHORS SMALL IF LONG ENOUGH TO REACH THE MAIN STRUCtURE DEPIND WCH
<br />PANELS AFE140RAC.E STALL N AS MENTIONED IN A1) AND N A2) (0) THIS P.L D. HALL BEAR THE DATE AND OIONAL SEµ AND SIGNAI'JR, O IKE PROFESSIONAL
<br />t'Nr,WEER (RAF RECORD THAT PREPARED 11
<br />(0) ID FNI<'nef. EXWCBF,E ..GG.N'41 ASTM. L-49 I. SNLRIER MINA/FACIVRtR'^, IABII LWI RE lUU1ED ON A W(AIt♦ NS,BIf lOUTXN Al SIOAY
<br />- 1/.' • TAPLON ANCHIGRS A5 M.NUrACtUR1EO bT' 1 T W BUiIOEx. INC.
<br />PANEL SHVnrR N AO:ORC*%CE WIN SECTION 170993 OF FLORIDA FIUR.DWG CODE. ONE LABEL
<br />- 1/4' a , 7/8' CALM -IN ANCHORS, AS MMNfACTURM 90 DCwµT INC (YID 1'<-1500 p...) SHALL RE PLACED FDA rvrm JPININO IA9n Wf TO r0UM1 *,IN SFCIION t7o9Y2 of THE
<br />. 1/A'e V Sic SOLO-srT ANpORS. As M_IRI/UrEO BY ALL Pow. ,i:AEw, BOLT a SPECIALTY CO 1'IORIUA aV"WG 17.OM
<br />(NTH 1< ,TOO 0.1J NY LVA*1NG SMALL ONLY BE tTSED TO
<br />/14-10 PANFLATF FLMMAt V AND PANELMAU PLUS ANCHORS. AS ill FAC'TURED Br ELCO COIKiWl1CT1UN
<br />ME, OBTAIN PERMITS N 111E STAR OF ROaOA
<br />PRDDUCTSfAF 2ANCNORS.
<br />1/ CF GAIP AS MWVtACI(RT"O Bl TNV-FAST CORPORATION NAr�\'\ti9 A.. TIZ' 4,
<br />i
<br />01) MRNUY EMBEDMENT LN IAPCON ANCHORS. ELCO PARELMAFE; AND Cr CAP -GRIP ANCHOR. WTO WE CO Ry� IIc FLORIDA BUILDING CODE (High VelocityHurrIcon* Zone
<br />�'
<br />'LOCI Ulpr 91Y4L Ix I 1/A •. }' ,•' .x7o A1Lm +N 20 GAGE GALVANIZED STEEL STORY RANEE ry
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<br />971 CALK -IN 6 SCT01 SET AKAOPS SMALL BE EMBEDDED 7/e' INTO ME CQNi BLOCK UNIT No [ £----------------.--- _
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<br />AND ,' FOR -v,. : - GLOBAL PROTECTION PRODUCTS, U.C. art
<br />EXIST, MWAII.IM WADS WIN NO STUCCO- %
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<br />CF11INtiAgJjJn.. MOUNTING
<br />@111LDSMY"Tlilo ALTERNATE BUILD OUT MOUNTING
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<br />= : * _ ZO GALE fiAIYANIZED STEEL STORY PANEL aWN IT,
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<br />:1'•. TATE jF- E IgI�L PROTECTION PRODUCTS. LLC. ° /Ill,
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<br />-%SECTION
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<br />'`'.,s/ NAl E (( K lv',� wa" u,M .PHW (Wg0W-?W. I. (".)FIN -a"? 20-176
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<br />SCALE 3/6-••
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<br />T AL iS C 6. MA CTER TI SAND P ERA �HARA S_FrCIF1C:ATLQN$:
<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 OQNDIRONS OF.USE;
<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 thru 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 />�a`�1F,P N- T1441��,,,
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<br />P~ \\CENSF ✓A,
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<br />D.t TILTECO AOMON RECORDS I P. E. REPORT 20 l GLOBAL PROTECTION PRODUCTS, LLC T 20 GAGE
<br />GALVANIZED STEEL $FORM PANEL%DRWO 4 20-1 78 1 REPORT 4204726.01
<br />CiU INC.
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WALTERA. T'IE.I.IT, M, P.E.
<br />i- 11R U
<br />-U-Cl.EYALU,&nQN_UrDM
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: 15100-LProtentlon Products, LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />tiltl�o(duaol.c,nn
<br />In./.r 7,1(NM4 NP 44167
<br />IL ,.A. L_TX N.1. 3106119
<br />t_PUW0SlE QF EVALUATION;
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method 10 of the Florlda Department of Business and
<br />Professional Regulation.
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Cod i u g e, and to verify that the product is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affact its limitations and conditions
<br />2. EYIDNENCE SUBMITTED:
<br />2.1. PROVUCIEVALLIATION-MCUMENT (P.E.D.):
<br />Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.: dated 07/27/2020. This drawing is an integ�ahp�NL 464,ls
<br />Evaluation Report. AT`�tV ,.,,Z(/j''!,,
<br />1: ` 4a 167
<br />/go-$' * * ___
<br />T! -S "ate'.; STATE OF _'oC L
<br />6155 N.W. 36th Street, Suite 305. Miarni, Florida 33166 -Phone. (305) 871-i53�`�Ar)4t bbt�,89�I-I531
<br />�QMMMM�QNENTS FQR REGULAR & LIFE-_5AFETY STORM PANS
<br />(SCALE 1/2-1-)
<br />- 15 1"' (101µ WON) - _ 'IS 106• (TOTAL ROM)-. ._..._-_--__.
<br />- 12.500- (EFFECTIVE WIDTH) - •
<br />6 1/.' - _ --, _ -. .._- -- 6.T50' .--_.--_.
<br />- , 3r10' - -1 W, -. .- 1.350' . 500' -. 500•
<br />1 ' t - 1 350" -
<br />1 � G.0]e• MIK!ED 11eLSR r-1.3- -.
<br />(� ;s iP; ASTI, XN'A-4
<br />�i 0036 11RF.C. M/[AIM[o° cRnoF so HEMYF01 .•
<br />t/�•` !- ; •. �:T 2.867• 64VAM7C0 STEEL EWE • • 2.ea7' L-aC OµY. CDLr
<br />2.D00' .2ii' _ „EIII,QU 1YP \ AStM A-e5] r - 2.000'-' "� HDAM[D TW. l
<br />I . , -EDGE \ GRAM 50 MINRA H MAIL A . ELIOF onuL A.
<br />- G-W CALV ..1 �'4
<br />I_ -- A 45S 1 OCTAL . ar
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<br />/''''.,' f.1w 2.187 IS
<br />PAAVLY fl/O LM / f SW. .Jp• ITS• - .750• - i9 l-20,S ;a'.-20,
<br />'.-20,
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<br />*/ ,4rM1E0 fD0[. R Osaws
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<br />R 4 375"
<br />/ II.�� r�/ In" It - _. 5• Mo.- - ,.SOD' ---1300'--.i
<br />MOMETRIC VIEW DETAIL_A �/ aDDD 7° 2.oW -
<br />ROUNOLD CORNER O ENDS or PANEL'S
<br />END UP w( T S) EDGE R4 WITH HEADER O3 'U" HEADER (� O
<br />(NTs) AN>tLE 4 ANGLE WITH STUD 4 ANGLE WITH
<br />11 YAM REYERR STUt2
<br />, WE Dr.
<br />-J 1/lA a 2/,. 374'
<br />F 93Ai M. TOP fDQ -- C96' :--- , 3 7'O-
<br />).390' -OI%AIR .t e6'•. T ,ap'• I -,O' 1125' /.i-T0, 10, SFRer
<br />-9
<br />' - { 1 / 1 55 SILO RM1FE, 10
<br />1.407',.0 . 375• .SW � i_... ".T70. IT.- 640' • ,ANGLE. t2 1/2. OC
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<br />- - O": _�� © 'FAN TRACK ANGLE 61 3/8" HFW TRACK T FLAT PLATED
<br />0.036' (WTI.) -.OP•• WITH STU
<br />DALVANITED STEEL �- _ f �44'! --11 ` aL,JF1T�TLA F'r�`�Fa,4,
<br />11
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<br />, * : * .: * I FLORIDA BUILDING CODE (High VelocityHurricone Zone
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<br />II. 51A/SIOMTAr/DATC
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<br />t_NSTA -TION DETAILS FOR REGULAR PANELS(% & a IO Q42kCS OEIN L$WI-VkLAnON IN POIM OONCBM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES .BL_QQK. QR WrM
<br />CAL"_- 0. PA D: EEWMF II, ,/4'9.10 s C SJI yAUD FQR-WPAAR. ff SAFETY_AND-_E-Z.. K"-SIOi� _?AN1 SYSTEM
<br />PAR[LMAR RUS w tt ,A--(NWP c1WUN[i[ WC,IOpS �11.I'u(i:'E4 '• j.
<br />'SEE SCHEWIS ON 9W.TT 6 e N (g"T"I . NROU 1 .1 Is.G - I Yu.
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<br />(1) CONCRETE BLOCK I 1 P , - t n^
<br />I NEQUHED. I I 6 _ .r 1_4 _ - _ J
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<br />PLUS CAI d To GRIP CONCRETE ANCKONS - (• .' I.-:. •'Q•• T
<br />(StC-Sma"LLS ON MET So"AE ON �� , . ' ~
<br />514n5 a A 9) SHR15 B THirai 9H 9) r�1
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<br />6PENNHr Eltrsr rR, a N[w I• Not AIr. vAmFS . ,/B• E.D. w EDGE DISTANCE ,i i U. w neA* _ _ ""O., W
<br />(SEE SCHEDULE OH L.
<br />iNCK NUM T, OR 1• . CASE F jpL►ft)
<br />EXISTING " S'S""", PT MYI00 PLATE $PACER I .1 SHEETS e A. 9)
<br />WOOD RANG , I f�' sc. _F 3/16-I'
<br />. NPR 1• WIDE , VARIES . LA' 1 1 / /!
<br />ALUM TUBE OR 1 . VANCS , NOT; _r�lj cou9lNAnON Or SC�tpNS
<br />P 1 WOOD PUTS SPACER I TOP 6, BOTTOM MOUNTINGS CAN BE
<br />BE
<br />iRACX Gr.Ve1Ki A..HHDIL• I COMBINED IN ANY WAY TO SUN- ANY CASE E (PUN)
<br />../ _ THE SWITILAI ON -7 1 I INSTALLATION SCAIE 3/ie-[-
<br />'" �±.�i._- - SNtrts 6 IN VOLOM 9I I ;:RK:R COM I ,f
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<br />t*'t =- cx $nNc Po raED ✓
<br />�=.I . A�HX6--. - CEWCREIE OA "'^' w'Ar'�• i010�" N /• ,f � � FLORIDA BUILDING CODS (High Velocity Hurricane Zone
<br />,AI VNlP A .I0,1 ro 9F
<br />tsrZ 9fi4DAt 1 T/2• MI CONCRETE 610CA' IRJ4 a G.EYIR T -X" %`100. K ulWI . r
<br />w 1,en N o n GALVANIZED P
<br />3' Mo. RFa,AED +N4af1 ,tOK1 ND 44167 20 GAGE GAL ZED STEEL STORM PANEL
<br />` SECTION X-X a * - �-' ���� --- .-'-- ---
<br />x SCALE s/R z S _- z--- - ��� ��.e,. �• GLOBAL PROTECTION PRODUCTS, LLC. °'/'Nn,
<br />•o =' r' � �k 16 L I E Z O m. wI['
<br />pETAIL Ft�SPACFRS REQUIRED AT TOP OR = P'. �y��--'' .9w A. sl lRUT
<br />* tsTWo- cNml- N9 ,:oM, o.Nr. a In A
<br />6DiIOM TRACKS ADJACENT TO STU OOD BANDS '-.Gz ' AID ' '�� n°,m e."
<br />- CCOL"K y Fr iM.i n, ' BAR�IO'R"... ANPNI (b•Ten-Ts, PAX. 20-176
<br />! .....•• , a• -•__ ti 4Ar w GRAWX
<br />ry NEB 1 AL A/LONAnIN[/MTr -DR,- „,Oit'fN • a.0 • _ Nqn . of
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<br />PRODUCf-EVA1. AI'1 1'N U-ORT- N0-20-VM.02 2
<br />2.2._TEST REPORTS:
<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 ASTM E-330 Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814-01-01 dated 03/1 V02 witnessed by William
<br />R. Mohner, P.E., Boriz Moro7, P. E. and Henry Hattem, P.E. and Report No.
<br />0219-01-09. dated February 25, 2009, signed and sealed 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 Florida,
<br />Report No. 1123.01-10 dated Nov p e ember 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, 2000,
<br />signed and sealed by Frank Grate, P E, as per ASTIVI 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 />2.3._STRU IRAL ENGINEERING CALGUI-ATIONS:
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wired 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 08/27113 (for this revision), signed and sealed by Walter
<br />A. Tllllt, Jr., P.E.
<br />3. M -MILE IMPACIRESISTANCE:
<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 RESISTANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />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 1b
<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 />�Nt��PIIAIu .14P%T
<br />--` r w* ." "\GENSF'' �9
<br />- 1" 4 to 67
<br />?%2 7/F& i_"•1 * 1 *
<br />q' STAGE OF �, Fr?
<br />I ... FZOFilm IRiOA .•'tac4�.�
<br />D.M..02. 0. ®+.
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<br />D.M..®'@'®.+
<br />®;©-& @-
<br />=111 CT KVAL iAT10N RMQRT A0. 2U727.V2 t
<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 IS, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />6. MATERIAL CHARACTER CS
<br />AND SEolELCATIQNS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />shoet 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,-LMTADQN$-ARD CONDITLONS OFM-SE:
<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 (RE.D.), drawing No. 20-175
<br />prepared by Tilteco, Inc. and signed and sealed by Waller 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. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of "rifteoo. Inc (Florida CA-0006719).
<br />S°���\ \CENSF(.,;?
<br />;- � -!t - �id1g7
<br />7/j 3'*,O 7�7*F
<br />0.1 Fit I ECO ADMON RECORDS L P E. REPORT.20 L GL@tiAL P40�.%' FGjN P ODOC�(7�pS, 1.11
<br />GALVANIZED STFFL STORM PANEL %DRWOR20.175 L REPORT 420.0727.fE2�,C.'•. i)Rl9A `•
<br />1/4, 2/4. 3/4, 4/4, 5/5, 7/5.
<br />1W/10, 2W/10, 3W/10. 4W/10, 6/5
<br />5W/10, 6W/11 h 7W/11
<br />]' MAX _ _ ANCHORS FOR .C. SEE SECTONS ...OR CONCRETE SEE "O"SNTo BIT 9-._ _.....-
<br />.__" MAX
<br />MITE _
<br />�1' M.
<br />-_ 13 _ O -_ i O �6
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