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TiLLiT TESTING & ENGINEERING COMPANY
<br />TtDD C`.:., 2
<br />2.2. TEST REPO TS;
<br />Large missile Impact and fats 1
<br />fatigue d tests were r
<br />9 � rfo mad under Protocols TAS
<br />pa P$
<br />, - _
<br />201,203r seen B 6 th'
<br />as on 1 2 of >: Fkadda BuildingCod
<br />per � Unrfai[tn static loads
<br />PRD�1r'r
<br />Q 111AAT€MAL CHARACTTIRLSTI iAN1- SPE±;` EMA�(�� , -.
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<br />She be strictly, in accordance with General Notes and Components indicated on
<br />, . _ _..... Pa
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<br />she�t'1,2anr;l.22 of 2.6.. of Product Evaluat trn Document:-P. E. D.....dr w.
<br />1 ( )_ a ling
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<br />'jT7AT.TRR A. TTLT:IT. TIT.: F.6, n1LeD s
<br />rL P}L=LTc�e:1U; 44iT
<br />Ltuarta ,���- �
<br />Tl,
<br />. -Protocol.
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering ,&
<br />No.20-77C Anchor spepficaktons'sttail be as Indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-569 dated 08/09119a% 06470dated 09118,01906,
<br />26,.ofProdu6tEValuatiar tiorumcnt (P,E,D . draor.Ig;No:20+176,
<br />PRDIIUCT E1CAj UATI REPORT'
<br />#'06: T30 dated 001,2011998, all three signed and aeated by H for M, Marline;
<br />P.E.; Fenestration oBting Laboratory-, irtc„reports,#2052 dated 0411611998, and
<br />02126 dated 1010611909witnessod by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS Nd CO 1Tl©N OF RISE.;,
<br />REPORTNO.: E0=0728.01
<br />0219.01-09 dated Ma e March 4 = 2O i19, signed and seated by Edmundo Lattjaespada,
<br />P.E. and Hen Matte P.E.
<br />�` m
<br />, -:
<br />- • . • . -
<br />7.1.:ShalE be:stnGUy m compliance with c�enaral N©tee hMo. 1 8 thru 14 indicated
<br />DATE; duly 28, 20201
<br />test report No. 9CM-197 by QC Metallurgical, Inc„ dater( March 13, 2009,
<br />on sheet 1 gf 26, as well as General Notes ;#11 thru,4and 11 thru 16, indicatedTensile
<br />on sheet 21 of 2t: of Product Evaluation Document {P.E. F].), drawling No. f-1170
<br />PRODUCT CATEGORY: Sharpers
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by'tllteco, Inc. and aigned and sealed by Walter A, Tillie, Jr„ P.E
<br />PRODUCTUB- A ; .
<br />CA EGfo
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<br />P panels
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<br />EN ItIEERING UL . 1
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<br />7,2. Pfodudt_ be mat II i HiGIi tfEL I ma a s(t within C1CT'Y HIJRRICANE20lN a
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<br />PRODUCT NAM ?l! GAGE GALVANIZED STEEL STt#iTlpi PANEL
<br />On 20-Goge Galvanized Steel Storm Panel for ma)(in um anel length vs, design
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<br />1�md load, as llveti as maximum anchor -spacing us, design Wind iaa8 and penal:
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<br />defined,o� s�tctlon 1820.2 bftha Fl4srida Building Code -
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<br />length based on rational and comparative analysis,, a d , accordance with
<br />_9 p n m e arch ce h
<br />7.3. - 0d ct s: II Into to poured
<br />Pr L)_ ha Dint t)e installed i5 ❑ . ed cOnGrete concrete block and
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<br />TO S.W. 51 street
<br />soetirstT 161E of the FloridadBuikling Code. Calculations prepared_ by Tiitecd. Inc:,
<br />dated 11/03108 and 03112/15 sl nedand sealed ate
<br />g by. Wolter A.'Tiflit, Jr., P_6.
<br />wood fratrtdstfuctures.
<br />Davie, Fiorida3931±4
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<br />Th s Is a Prduct Evai a, Report Issued by Walter A. TllIIte it., F.E. (; em:
<br />missile Impact u dersechan 62g f 1 1 eFloridati F ride Buitdi Code' as - r,
<br />Largep" n a
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<br />?7S 2Qi Protocol. l.
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<br />7 TiT 0 441, President of T t l c. Fld a GA O 7 6 ss etlk taco .rid 0 9 :
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<br />-O I©1ti# 6 . } to theGlobal Proteotion Products, LLC Rule, Chapter No..
<br />'61Method 1 D} ssf.the Florida D6)P:�irtment of 8:uainbes and
<br />4. WN) LOAN RE$ISTANGE:
<br />Pr ft%slo,
<br />Pi•rA casionai Regulation.
<br />20 Cage Galvanized Steel Storm Panel has been verified to sustain windGEIi-
<br />_ _-
<br />This product is being Issued an Evaluationpr
<br />R g Report as described herein, and has
<br />e ,
<br />ssures. 1 [
<br />Ma)umum pane engihshali boas )indicated on sheets 8, 10, 14, 15,
<br />.
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<br />been 1+erf5ed for eomplianp a in accordance with the 2020 Seventh E on f the
<br />_ dill 0
<br />1-
<br />Florida BuI drug. Code, and to 1lerli': that the-prs7durt� f,5 for fire purpose intended
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<br />18,19, 25 and 2tI of 26 of Product Evaluation Document P.E.J3: ;drawin No
<br />.: ( ) 9
<br />20 176, M xtmum Anchor I
<br />a An Spacing shay be as lndlcalsd on sheets 8, 9, 10, 11,
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<br />This Product Evaluation be
<br />drawing No, 20t-176s
<br />tom"
<br />Report shall subler<t to review and. revision Incase of
<br />INSTALLATION'
<br />/n+#N
<br />a Building Code change that may affect its ltmitatioils and conditions
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<br />Installation shall be performed strictly in accordance with details indicated on
<br />�' EVIDENCE SUBMITTED' -
<br />sheets 3 thru 7 -10 fhru 20 23 24 and 2£7 tat 26 of Product Evaluation-D
<br />, r = ,aGMm$R#
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<br />D;I TILTP�A,T1W1PtN RECORO�IF.B, REFATCT_264'pLOEAi.PR,3TECTl6N PRl7DLOT5, LLC-1::.2N1';GA9E -
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<br />2 1 PFtODU�TEVALUATION D aC�IM P Ia t
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<br />(P.E,D.), dt'aW!ng No. 20.176. Minimum Separation to lass shall be as
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<br />aaty.wlzFasrwi.sroRmFoANaiDswcg.20.-i7at Rr:~oirrlrio-02"i '
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<br />Drawing No. 20 1761 titled 20 GAGE GAL,YANtZE[? STEEL STORM PANEL",
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<br />Indicated on Sheets $; 1+i,16, 25 and 26 Of 29, of Product Evaluation Document
<br />.
<br />(P,E-D.), drawing No, 20ATS.
<br />sheets 1 thru•26 of 26 proparod by Tilteco, 1nc;; signed and sealed by Walter A.
<br />111lit, Jr P;,E. tlated07126/2020. This drawing Is an integral'partr:� MI's
<br />L4+NnnlrhNiya
<br />Evaluation Report, rr", t i A tQ0p''tiy�
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<br />STATE OF Qz
<br />10RIti�4
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<br />6155I+f W 36tth Street,, Suite 305, M°s�a=1, P'lixridk33160 - PhU4e: (345) 871-1S34
<br />(;Ff,IFRdf Alf %
<br />SA) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, FIUSOD DR WOOD BOARDS SE FOUND ON THE
<br />FDB m #aDE STOP y
<br />E1091'INO MALL, AN SHALL BE LONG MM04'TO MACH TM MAIN STRUCRlRE NO"SUEi1 PANELS.
<br />1, STORM PANEL SHOWlN'ON THIS PRq(fUCT EVALUT.M.(P,E.D:) I4A5 BEEN 1'FAIT€D FOR GORPLANCE IN
<br />ANCHORAGE SHALL BE AS MENDONED IN B.-1) AND IN 6.2).
<br />AOCOROANCE WTfN TIS 2028 (7M EDfOON) (I' THE t#B. BUItDiNG COPE...
<br />tG)
<br />DESIGN WIND Ul" SHVI BE DETERMINED AS PER-SEGTOON [620 OF THE ABOVE MENTIONED CODE,.
<br />- 1/4 TAPCON ANCHORS, A4 MANUFALTUREO BY I.T.W.IWA.M, INC.
<br />FOR A WIO SPEED A$ NEOUIRED BY 7HE JUF%SGCTON WHERE THESE SNUnERS W«L t# N4STAttED AND
<br />- #14-10 PANiANIE FUKE. O AEF! PANELMATE PLUS. ANCHORS. AS MANUFACTURED BY V= CONSIRVCOON PROCUCTS.
<br />- 1/4`0 L40 SOROWS PER N.M.
<br />FOR A OIREGTN1HkTTir Ff9TUR Kd�-0.85. USING A5CE ?-T8 AND StHll NOT EXCiFPD THE # OOMAIN (AS.M)
<br />DESIGN PRESSURE PAT*" INDICATED ON SHEETS 7. THRU 12. I4, 15, 16, 19 tit 20.
<br />- 7/18`0 a Sle WOOD INOHRNO, AS 067RI81 M &T ALL POINT SCREW,. SW A SPEGIALiT 00.
<br />S OLDER Tb VERI,'Y 1HE ABOVE CONDITION. ULAMATE 'HIND LOADS DETEitMINE9 PER ASCE 7-19
<br />SHALL 8E FttST REN)GED TO A.S.O, *NO LOADS BT MULY{PLYINO THEM BY D 6 IN ORCER TO
<br />C,1) MNN PE1tlET1NTOH IHLD WOW OF 1WPC0N ANCHORS 'S1NAL BE 1 7 f?" AND Il" €LNS.. ELCD PANEA,#WT'E PLi18
<br />.OESICN
<br />COMPARE THESE W/ MAX. (AS,O) OM14NN PRESSURE VIONGS 00CATLR ON SHEETS 7 IRV % iA. is, 18. 19 & 20=
<br />AND P : P 4Al,E Ill;.
<br />-
<br />UN ORCF.R TO VE%Y THAT AAA:FK4#$ OH THIS PE.D, AS TESTED WfONE if(1T DVETt STRESSED. A 33A RICRrASE W uL E
<br />C'.2) 'WNIM4,1NM OM PFNETRAOOR OF LAD :SrAsEw: INTO 111E WOOD FtgAME LgNO SHA,I s3E I. T!2^- NO YHRFa1DE0
<br />PENEIRAFCW INTO 'STUCCO SHA#k DE C9N31 , AS PART #' THE' Rk'WUWE3 THREADED 1 112- OF1,
<br />SIRESS FOR WIND LOADS'.4AS, M USED IN THEIR MOV&S. FASTENERS SPAC NG TO WOOD HAS BEEN DETERMINED IN
<br />ACOORDOINCE WITH N,AS, 2018.
<br />C,3) MINIMUM EDGE OISTANCE OF LAO SCRIM, RIME WOOD STILL. BE AS INDICATE-O IN THIS DRAWING
<br />STORM PAWL'S AOEpUACY fOR IMPACT AND WIND RESSTNICF HAS BEEN VDW" IN ACCORDANCE WITH SECTION 1620 OF
<br />THE ABOVE MEROCNED CODE AS PER HURRICANE ENGMERWO A TESTING INC. RFM9t1S 96-509, 96-570 & 96-= MO
<br />C•4) MINIMUM PENETRATION OF WOOD BUSHING SPAL BE 5/e'. 1/4. 0-;M SCREW$ USED SMALL EIIE 1 1/2' LORD, MINIMUM
<br />FENESTRATION TESTPIC LAR, INC., REPORTS J2032 it 12126 , AS PROTOCOts TAS-202 AND TAS-203
<br />AID 'MCCO COW,. AND T' MR%MUM FOR WALL$ WON NO STUCCO
<br />AS
<br />AS WELL AS AMMAN TEST UB OF SOUTH FLORIDA: RPM 00212.07-09, AS PER TAS 201, TAS 2.02 AND
<br />C5) O N THE DOSTttJG
<br />0� C E WtFAGNH1jYEpl
<br />ALU NW0N8,}S.
<br />2 ALL ALUYAiHUM ET1T1T1I5R1MS i0 8E ®087-76 MaDY iil'A7 TEMPER. (t1NLES5 D1HEt1:YI MDrEgjl $EE SHEET 2.
<br />WRIA,�EANC ENOUGH 1PREOW
<br />Be LO STR �# � MIMPA ISTOLM
<br />Gull, Be AS MENTIONED IN CA), 0;$,i B Co
<br />1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 705-1414 NAW.
<br />(0) ANCHORS SHALL M 4WALLM FOLLOWING ALL OF THE RMWAENDATIO N5 AK 3FK%C#'1Ss}MNS OF THE ANCHON'S MANtiiFA.CiVREI;.
<br />ME%%MTION W AIPLL NAVE 51RUC?1AAI DUALU,0)n STEEL ASTM A-533 GRADE 50 MIIMUM, D:-;NO
<br />4 AL J4 Ei STEEL
<br />GALVANIZER STEEL CESk1NAnDH W/PY,. 58.8 Xai (AFTER RfX.t€0):
<br />g. PANELS MAY 4W BE tHSTAILfD HORIZONTALLY POL40WING INSTALLATION DETAILS SHOWH ON SECTION 3 THWUG14 10 (5WS. 4
<br />THRW#GL 6) VtOk:•T THA1 RE40M 0 a 0 SWLL NOT BE USED.
<br />5. AL SCREWS ESS : R TO 88 ,STRAY. STRENGTH
<br />APO 316 AIE SERIES ROR CORROSION RESISTANT N COATeD CA1Etl0 SfEEI... AS PFit
<br />DIN 50015 N/ 5D Hai YRLD $7RFNGDN A1� 90 kw TENSILE 'IRE M tr SNMl COMITY W FLORIDA BUILONNG CODE
<br />/
<br />9.. fr SHALL TOT BI1TY OF THE CONTRACTOR to v'EL#Y' THE THE SIMICRIRE WHERE $TAW TD K
<br />7O IN$UR£ PRiTPkTN 1}p5
<br />t
<br />SECTION 2ai _3.3.4.
<br />SOY0R
<br />S AHCHOWME. 13EATTSOUNDNESS T
<br />SHCFriEk SHALL ONLY BE ATTACHED TO itONCRE'IE, BLOCH IXi WD00 FRAME
<br />F M
<br />BUILDING
<br />��,
<br />R. BOLTS TO 9E ASTM A-= GALVANRED STEEL„ OR AM 404 SERIES. STAINI S1E EL WITH 38 WI MINIMUM YIELD
<br />M EACH REGULAR STORM FALEL LENGTHS W1TH LENGT0`01M B`-9 THROU914 12'-4. AS PER SECTIONS 8, 4 9 & 10 AND ALiE7t#ATrvEs SW.
<br />7 ANCHORS TO WALL SWAA SE AS POU.00151
<br />9W & 1OW ON SWEETS '#, E IS 12 RESPECI1AV., SHALL }UT A 1.10111E AND WAXY VISIBLE MABIONC INSTRUCOHO OWNER OR
<br />TENANT TO - SECi7RE. PAWLS 1WilN APPIKiBIv E#iE DURING pEA4WPS OF HURRICANE WARIONC•
<br />- V-319.2 Ps.i9
<br />T7A'a TAPCOH MiC,HDR4 AS-�MANUFiM.TURED iiY LTaW- BUILDE'N, LAC. (MIN..
<br />1I THE NHSTA.iATNOR _ 1S TO S�CAUIIt ALL SH111TkR L'W#i=p•tFILT DOES WHICH REAEMH 1N COHtIAf0U9 OOTNT WIT"
<br />THE'8111LDYNG TD NIREVEN7` WILD/RAN 014, -
<br />- 1/4" 11 w 7/8" CALK -IN ANCHORS. 4 MAJOKWAG'IURM BY'OEWALT 1140, (MIN, 1'P SQQO Pat4
<br />1/4"0 N 3/4" SOLID -SET ANCHORS, AS DLSTRIf VIM BY ALL POINT SCREW, BOLT & SPECIALTY CO.
<br />12, STORM PANEL N)STA LKTTOH SHOAL COMPLY WITH SPE45 #02ATE'D IN 1W ORA)NG PLUS ANY BUILDING .AND 26NING FOULATONS
<br />(MIN,. 1"4•30D0 P.z:L)
<br />PRCMDED BY T11E 011IMMON WHERE PERMIT IS APPL" TO'.
<br />- (MON. t PA33" " FEMALE ID & PANFIAUIE PLUS ANCHORS. AS MANUFA{,TL#R$1 Bs`.E1S0 CONSTRCIGfON
<br />(INN, rrh3350Q px.L).
<br />13, (4) THIS PRODUCT VA.VADON DOCUMENT (P.E,04 PREPARED BY THIS ENGINEER IS L'E3EEMC AND. OAFS NOT PRDWOE iNFORMADON
<br />- 1/4'* Cr TAD-OIdP M`&1�W(5. As MANUFACTURED By TRU-FAST CN7RPORAIY(Xt (Pasi80D &a.1.)
<br />FOR A SITE SPECNIC PROJECT; f.« WHERE THE SUE GO"MONS DrMTE TROM THE 1 ED.
<br />A1) MINIMUM EMEC011" OF TAPGON ANCHDRS NOW POURED. CONCRETE SHOILL BE i 3/4":. 2' FOR PARELWTE SEMAE
<br />RESPONSIBLE �N (6) CONTRACTOR TO BE RESPOE FOR THE , PURCHASE AND 9LSTALLATMN INCLUDING LIFE 34" OF THIS PRODUCT
<br />BASED ON '1FI5 P.EJ).. PROVIDED HUSHE GOES NOT %VATS FS FROM THE tONIMO DETAILED ON THIS DOCLAN ON'
<br />ID AEA} PANEL4t[TE PLIS AND T 1/4" i'tNt CF TAP-f,MP ANCHORS-
<br />CONSTRUCTION SAFETY AT SITE IS THE CON3104111COR'S RESPONS69M.
<br />A2) CALM -IN & 'SOLO -SET ANCHORS SHALL BE 6EANBEDDED 7/9' INTO THEPOURED CONCRETE RD EMBEOMEMI INTO
<br />(0) TUNS PIOOUCT.EVAUA'OON DOCUMENT WILL. BE CO NROEM INYALO IF MOOITTEe.
<br />STUCCO SHALL. BB MEMO ED- 1/4' 0-20 SCREWS USED $HALL BE 1 1/2' LONG MINIMUM SHOULD MUDCO EXIST,
<br />' MINIMUM : N .ART NAY
<br />1W0 1 fNIA FAIR DUALS WTf11 O STUCCO, BE HEADED SCREWS OR Ate. THi�AOEd SCREWS W D i tea.
<br />i
<br />d SOE � 1•�IS. SINALL PREPARE'Fg BY A f
<br />) FIS LURI BTERED EAOINEIE OR: RICH WILL
<br />( DA ITECT 4144!CH BkTOO#1E THE
<br />BAf1` N1o4 WING NUTS.
<br />: PROPER OF RECORD (E,Txtii) FEN'# THE THTO,jEOF AND WHO WILL BE FOR THE
<br />ILL
<br />PROPER USE OF THE AE.O. ENGINEER OF RB'CORD. AGiT'IO AS A DELrATEO 1'INGitEiR TD 1,NE
<br />AA Al CASE THAT PMCW STONE. PRECAST GDFt�7€ PANELS, PAVERS, STUCCO OR WOOD BOARDS 9E FOUND ON THE'.
<br />P.ED ETNGINEt'R, SHALL SIrBLHT TD THIS LATTER THE STIE SPECNTO DRAWIIDS TOR RENEW
<br />ENISMNG WALL Oft FLOOR. AKHORS SHALL BE COMO E-tUGH TO REACH: THE MAN! STRUCTURE. BEHIND:S%XH
<br />PANELS ANCHORAGE SHALL RE AS MENTIONED IN At) AND IN A,2). -
<br />(4) THIS P.E.M SHALL BEAR THE DATE AND OMI(& SFAL. AND SIGNATURE of THE PROFs„55a)NAL
<br />ENGINEER OF ROOM THAT PREPARED It
<br />(e) �Q' [0,- ,'0()AS MA'y'N-�R
<br />- 1/4' 0 ANC-W AS FA 81` I. T. W: BDMAL(,. INC.
<br />//4' a 7!B' fAL4-17 ANCHORS. 48 GF Yr=t3LD
<br />L4. SNVrV MM4UFAC7U[iiti`5 LAIRM SKILL eE LOCATM ON A READILY VSISE LOCATION AT STORM
<br />PANEL SHUTTER NI AVJCE WOH SECTION 1709.9.3 OF FUQRIDA BUILDING OW- ON LABEL
<br />AA71WPPON
<br />- ORS. MANIO
<br />n MAR1FACi1fRED DEITAtT INC. (INN, p.x.L)
<br />- i/4'0 K 3/4' SOLD -SET NEO#10RS, AS DLSiRIWTW BY ALL. POINT SCREW. BOLT a SP€t&YY CO,
<br />SHALE BE PLACED 1DR EVERY OPENING, IABOM TO COMPLY "" SECTION 1709.9.2 OF THE
<br />=1 BUAD9NO CODE
<br />{MIN, r PANELO P.TV F
<br />' - #44-T0 PATNEL.}iA'tE FEMALE ID AND PAHF1.1L4SE PLUS ANditMIS; AS MANUFACTURED BY ELCO CONSITiOCfiON
<br />iN5 1 SAWN. gLLY B€ IT'D iq
<br />PINIMCM (Mk f j 2071 Ts,aA) i#ILMOtNt
<br />.. - A/4w 0 CF ?AF GRIP ANCHORS, AS MANUFAG-RdiiED 6Y M-FAST CORP MATI;Xt
<br />DBrA1N PERMRB IH THE SFATL"' DF ELOIBDA i
<br />1L1) MINIMUM EMBEDMENT W TAPCON ANCHORS, ELCO PANZAIATES AND CF TAP-GROP WHORL INTO THE vet',
<br />%� � FLORIOA BVILDONIO, CODE (Nigh Vets]"'.. . iiurTk000 Zont
<br />BLN1C11 UNH S„A1LBE 1 1 J4', i �i,� •L w
<br />sl3bta TA.1EM,. WO.
<br />20 BA `GE rAILVAWED STEEL ST{iiti,t PANEL
<br />ORA1M� RY,
<br />0.2) =1 Ihl A SDLD-SET ANCHORS 3NLUl BE EMBEDDED 7!8' NT0 THE CONCRETE BLACK LMti, NO ETU. 4
<br />iMTD SLt1C00 5'FW L BE PERMOTEO, Tf4' 0-20 S0RL1Y5 U5E0 5#Y4Lat 1 S/2' LONG MWIAUM 51OUe
<br />E%NSf. ANP I` M#iwL#1MN FOR WALLS WON NO STU,,C`O.
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<br />INSTALLATION QUAILS
<br />INTO EXISTING POURED
<br />EQR R&,QULAR BANELS
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<br />HLOCK STRUCTURES
<br />CONCRETE ANCIR015
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<br />l 7 M ROLE WASHER
<br />CA.VAN1rED Sft'EL'"
<br />,375"0 "0.879'0
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<br />IEs WOOO; NUT
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<br />L�/DWRIC WSNIOW W ADLMONAL
<br />4 7!I'4w3l32^ W451NER
<br />STEEL OR1>RwtEL pxATp1 STEAL),
<br />& 0) E-iRRW0F1 9)
<br />/ S - - - - T
<br />TILLrr TEIMNG 6 ENGINEERING COMPANY
<br />TIi.LIT,4L EE_ filtce ,
<br />PRU)Ilt T EV A LLATION REPORT Ti
<br />rk'c A. uN
<br />REPORT NO ;; 211-a727.tttis
<br />DATE: Jul/ 27, 2i126
<br />PRODUCT A Rf� T C TEt30RY: Shutters:.
<br />PRODUCT SUB-CATEdORY: Storm Panels
<br />PRODUCT NAME, 24 3AGB;_GALVANIZED STEEL - STORM cRt
<br />PANE
<br />'MANUFACTURER: Glob2il Pr,o160on: Pritwucts,'LLG
<br />4800 S.V1t. a1 Street
<br />Davie, F1oriElo=141
<br />1 PURP SE 0F EVALUATIfJN'
<br />Thia 4 Product Ev ation Re rl Jsstadby` alt �TI111 , ,Jr h.E"°{sS,te m
<br />104 1900) to the Gllobal Protection Products; TLC, Rule !Dhapter No.
<br />111020-3, Method 10 of the Florida Department of Business and
<br />Professional Regulation_
<br />Tht ro t le,being f s v s,p ,duc Is be). g s_ued an Evaluation uaiion Report as desriribed here'In, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition.of the
<br />Earl a Building Ga I d B i n dE'„ and lri verify that the product is for the purpose intended.
<br />at.least egrilvalent to that required by the Code:: �
<br />This Pnxduct Evaluation Report shall besubject to review and revisidn in case of
<br />a Building Code' change that may aifeot its limitations and conditions
<br />2-',EVIDENCE SUBMITTED:
<br />�Z9-PRODUCT.EVALUATION DOCUMENT 101.13A.-
<br />DrO01ti g Np,10.1747 titled 124 GAPE +GALVANiZED STEEL STORM PANEL
<br />Jr., P.
<br />167
<br />`A
<br />l?
<br />OF
<br />63 5i N.W.:Ed1t StrCot, Suite 305,1v[ anti, Florida 33106 -Fhan , (3"45) 71. 1(i3
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<br />THICK AWM, TIME OR 1
<br />F.T. WOOD PLATE SrPAM f._„l..
<br />0 END STORM PANEL
<br />�
<br />A f.125-',.-- + #kSgL Ss. SRNs
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<br />E i 3 "U" I EAiDER 4�p ;g,{j= wrW STUD MOLE WITH
<br />Rr4Mf STUD
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<br />_TyP TT8' E'DT.£. !'-• A198' ' .LAB" -.. 784-�-
<br />1!4'k,70. 304 SERIES
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<br />i (I AlrcLc a 42 11AV o�
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<br />TRACK 01 3X- *"F" TRACK () ME PLATED
<br />,..«. a1M1YYYMNAw.- WITH STUD
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<br />- EDGE DISTANCE.
<br />CSEE SCHWULE ON
<br />SHEETS 8 & 9).
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<br />t I>�'M91 LOp1N) �� IW�MMaA,A
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<br />$CAFE 3JtM1°
<br />Illy
<br />ANY.
<br />. SCALE .1l1&-1^
<br />20 c4a SALVA)RZEC STEEL STORY PANEL ORION
<br />FA
<br />L E C f? a►6e. LOBAL PROTECTION PRODUCTS,
<br />4NPiq Sw. 51 STIRLT
<br />0e.ay:-'N,Aw6w,,YAT,r 1i�4}'Aeo-reaO,o4>-w�N 20-176
<br />WOW Na
<br />OF :Sp
<br />PRbDUCr SAr AUONBUORTpM` $L0722,01 2
<br />2.Z TEST REP(]RT,�
<br />Large .miss -le Impact load
<br />d tests were parfarmed under SSTD. 12.99 standard as
<br />pet section 16.i.2ofthe FloridaB i "i na Co
<br />de, Uhtformstatic
<br />-toads as oar
<br />load ings per Protocols TAS 2G1 & 2-03 as'per section 1009.1 2 of the Florida
<br />Building Code. Test Report r. re ed b America Tustin S P P Pa Y n g Lab of oath Florida,
<br />Report No. Ita301AOD dated Novsmber23, 2010,atgned and sealed by Julio E.
<br />Gonzalez, P.E.
<br />tensile
<br />s e test re Na. 9CM-1
<br />9 II icalInc.,March 0 8 [kC A1ets a 1n dated M h 13 20 �Y a g
<br />i;g ,
<br />s e.
<br />J ri d d seate b Frank Orate, P.E as; r S` sin d F a e A TM E B. n s 'Tee g k a d tensile i s
<br />Y T� i a
<br />C etal `r Ica _ p
<br />Per 4 M, fug i Report No. dated DwSGember 1, 201ir,signed
<br />and stated by Jerry. 4niofano. P.E. as per ASTM E-8.
<br />2-.3.3TRUCTUR t�LE UiNE NG"ULATiONS:
<br />can 24 Gage Galvanized Steel Storrn Panel for maximum panel length vs, design
<br />wind load, as well as maximum anchorspacing vs. design +prod load and panel
<br />length based on rational o ai and caryPa..nt. w analysis,
<br />s,and i sccarda de with, sa0tion 1644of h _F orde Building
<br />id_l �Ga e: C Iculatlons prepared tY`rJi
<br />taco
<br />nc• 1 8 0 d' t d 2f1 11 and Qti 27 3 for h) revision), i se 1 1 e n s a scale Vf1l r
<br />1 a i. (. i s ), Signed andsealed b .ate
<br />A. 71111t Jr. P.E, 9 y
<br />jMOSiLE IMPACT RESI$JANCE"
<br />Large missile i 1t e s i �-N_' .
<br />ac and r act 6 9 0. eFloridaBuilding rg m v 1- U ,1,2 of Flcn a u)ldt ;lode as per
<br />p n;a
<br />SSTD 12499Standard and TAS 201,
<br />WIND LOADSASSISTANCEf
<br />24 Gage Galvanized Steel Stormy Panel -has baenverifiedto,sustoin wind
<br />pressures, Maximum panel length shall be As indicated on sheets 3; s, 10= 11
<br />12 and 17 of 1H of Product Evaluation Docurn;ent (P.E.D.); drawing No. 20.175
<br />Maximum Anchor Spacing shall bear indicated on shoots ti; 9r'lti= 11,1$ thru 16
<br />and 18 of 18ofProduct valuation D - _
<br />,E ooument (P,E,D.), drawrrig No. x0 173.
<br />24 Gage Galvanized $last Storm Panel has been vlsrifl6d for code comp liance to
<br />work as aClan-po,pws, storm shutter assambly, as per SSTD 12-99 Standard>'
<br />,AP�s a i1� iltrfrytr#p&N
<br />pRnDTrC*fjt+'V,T�zi'rOiv. _RF�pRT�11)A"a:27.02 �
<br />5 1NSTALLAT-I0N
<br />InstallETtiQn-shall be erform st Ie in ' indicated
<br />performed t tt aGco nc with t
<br />P, Y
<br />Tda s ) h details mdlcat on
<br />she, s-
<br />t1ru: 1 t 1$ $ t t $, 2 thru 4f � = of Prod Evaluation Document
<br />drawing,No. 20-175. Minimum se separation to " Is'' Pa on g ss shalt be as indicated on
<br />Skeels 3, 6, 13, 14, 15, 16 and 18 of18, of Peoduot Evaluation Document
<br />(P.E. b.), 4rawing No. 20.17Er.
<br />A _
<br />E,,,Ji�J)�TT�[AL� F1z4T l�I�TL�Na SPEt+IPICATIaNSi�
<br />Shallbestrictly in accordance with, General Notes.alid Components indicated on
<br />sheaf 1 end 2 of 18, of Product Evaluation Document P,E.D, drawingNo,
<br />20-175. )F
<br />Aratlhnrs eeifi atian h II c a e tl Tr a b s Indicated on sheet S of Pr a n 1 of 1 Product P t
<br />0
<br />Evol d. t P,. -
<br />uation D cayman (.E.D„), drawing N6.20 1T5:
<br />7 L MITATIONS ANC! i3Rl iTliiN Of ii1S •
<br />7,1, $hall be strictly in compliance With General Notes No. 1, 8 thru 14, Indicated
<br />on sheet t of 18 of Product Evaluation Document { P;E8 7 D. , drawing No.20-1 S
<br />a b I co Inc. tan , i e s e rod The d s nod and Baled b 1ti1 R' r Ilit J prepared ale A. r. P E y g _ Y __ T1 _
<br />7.2, Prodact shall noinstalled within
<br />n HIGH VBLd1TY FtL1lRU"'ANE Zf3NEs
<br />as definod`on section 10520.2 of the Florida Building Code,
<br />7.3_ Product shall only be installed into poured concrete, concrete block, and
<br />wood fram e structures.
<br />Product Evaluat on Ri
<br />spod pre
<br />pared by tialterl. Tillt Jr. PE', (Florida License
<br />No. 441G17), president of Tl)teco, Inc. (Fidnda CA-00 r719).
<br />1/4, 2/4, 3/4. 4/4. 5/5, 7/5.
<br />tW/10, 2w/10, 3W/10. 0/10, 6/5
<br />SW 10. SW/it & 7W/11
<br />S' MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 k B- S'
<br />V MIN, , FOR WOOD SEE SECTIONS ON SHEETS To & TI I i
<br />-.. G
<br />C�+ 1 T T TC ice,-�TT i
<br />UA
<br />• A-
<br />1/4, 2/4, 3/4, 4/4, 5/5. 7/5, L T. MILT"
<br />1W/10. 2W/10. 3w/10, 4w/10, 6
<br />/5
<br />5W/lO, SW/f1 dL 7W/11
<br />_ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 41
<br />FOR WOOD SEE SECTIONS Ott SHEETS 10 & 11
<br />REGULAR SIO M PAN t, & Q ELEV09N
<br />N.T.
<br />B.
<br />2.67-
<br />1/4' Moll, W OEHIN* -1 �tt'�
<br />(EA+ , NH= WaLY) 11
<br />MAIR, GAP
<br />NJ 44167
<br />iNS`tALLAMN QUAILS FOR REGULAR PANELSI ds dA
<br />INTO EXISTING POURER reO CONCRETE
<br />OIL CONCRETE BLL SIRUCTURES
<br />MOOR--&UAM CONCRETECONCRETE BLOCK i CONCRETE sum ; CONCRETE BLOCK
<br />iAHIM A"CHONIk gOINuRE�E AA
<br />UIMD
<br />SCC#Wl.f r ffF-fa- OgE�EO"pN $ f.".w..i E F._9[)IEOU€
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<br />OR
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<br />rx"
<br />DIRECT AMID, M" M01111lin DIRECT ANn ftLL MOUNTING
<br />SCALE S/8.,1:^ 9oAti 3!®•,i..•
<br />E.O. EDGE DISTANCE
<br />NOS F'O.. C^ iIdAYLaM !)F scCTTOt,(c:
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN RE
<br />SHEET 9) COMBINED IN !WY WAY TO SUIT ANY
<br />- 0,15ALLATILNN.
<br />TAToca Ne. 20 CAC(: GALVANIM STEEL STORY PANEL
<br />C O tilE MOBAL PROTECTOOit PRODUCTS, LM I]!w?ttI
<br />Ft1113,
<br />wAnw; rt Ae,A.. vx Ne Coe N=756 ,: M CM)W-F," 2O-t 75
<br />WCHORS::FOR CONCRETE SEE SCHEDULE ON SHEET:'
<br />FOR WOOD SEE SECTIONS ON SHEET 12
<br />zar 3^
<br />(Mit 04RA ,WEE WNd,E4) Bs. ' .Mom' I
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