|
tXA1 rRR A.F.E.
<br />. TTLE.IT IR P.fi
<br />IT L1 E C 0 INC_
<br />TILLIT TESTING & ENGINEERINO COMPANY
<br />PRODUCT -VA.4UATIQN REPORT
<br />Glllcco@BOI.DOrn
<br />-111. L-N. S:Ii
<br />A C A I,!--1&,. MIT IY
<br />REPORT NO.: 20-0728.01
<br />DATE: Ju:y 28, 2020
<br />PRODUCT CATEGORY: Shutter
<br />PRODUCT SUB -CATEGORY: Storm Pareh
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Coal Proton ProdLicts, LLC.
<br />48CO S.W. 51 Street
<br />Davie, Flonda33314
<br />1_, PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Walter A. Tililt, Jr., P.E. (System
<br />ID # 190C) 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 verged for compliance in accordance with the 2020 Seventh Edition of file
<br />Florida Building Code, and to verify that the product is for fire 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 SU6MITTED:
<br />TLLEBQDUtJBFALUATION DOCUMENT (P-ES2..)
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL":
<br />sheets 1 thrL# 26 of 26 prepared by Ti@teco, Inc.: signed and seated by Waiter A.
<br />Tillit, Jr., P.E.; dated 07/28!2020. This drawing is an integral part o)(ItpTis
<br />Evaluation Report. �,Y" - P, A, T14 "Iti,���
<br />P� 4/l
<br />10-' \10ENs*••.��-,
<br />No. 44167
<br />ZD'r •- r(OP10A ,.•"(Z"
<br />1, 3 ti t N.W. 36th Sheet, Suite 305, Miami, Florida 1316II - Phone: (305) 871-1530 -
<br />('I�UOt)CT EY.u,tI�TION REI'Olrl'yAFit 111A72a_Ol A
<br />2.2,SE5T REPORT'S:
<br />Large missile impact and fatigue load lesis 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 />T 5 1 Testing, inr.. Reports # sled 08/091 996 6-57 d g, F s 96- 69 d , #9 0 date 09/1811996,
<br />#96-T30 dated 009120/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04(1611998 and
<br /># 2126 dated 10105119913 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 F and Henry HEIttem, P E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated Marrh 13, 2009,
<br />Signed and sealed by Frank Grate, P.E.
<br />29-STRUCTURAL ENGINEERING CALCULATIONS'
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel langth vs. design
<br />wind load, as wail as maximum anther 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 Tifteco. Inc-,
<br />dated 11103/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P. E.
<br />3. MISSILE IMPACT ROIS'iANCE:
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WIND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures Maximum pane, length shall be as indicated on sheets 6, 10, 14, 15,
<br />16, 19, 25 and 26 of 26 of Produa 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. INS-TALLA7iON .
<br />Installation shall be performed strictly in accordance with details indurated on
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 20 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 Evaluabon Document
<br />(RE.D.), drawing No. 20.176.
<br />`� , jk A HTl1uE1AF 4,
<br />aN`�� ..:.. �I/T
<br />sJ. '.-`-EN.9,'" �� z
<br />, `�- -ter ° _ 10.44167
<br />t7 / * . 9r _
<br />i % % STATE OF . I
<br />1y O,E , FLORID ..-.
<br />.Afh 0VSlO I. N A4 ��L�'`'N�
<br />y"1N1UAW11011lt
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<br />GENERAL I ciYfES: B 11 N CILSE THWT PRECAST &TOW, OR PRECAST '*WItRF PAIM15 Stl Z. i worm W AROS NF AMINO ON 1.e
<br />(71111.11LTOR fir,, -OK fiALYlY7rD S'1f32 6-'lilt., PAam OUSTING MAT. ANCIw311S $HALL aE LONG ENOUGH 10 REACH Air SOON STRUCTURE WNPIC AYC1 PANELS,
<br />` STCAM PAWL SIONN CN TIPS PPODWI ,.VAAUAT'ONA DOCUMENT IF E D ) AQ5 NEON 4AWIED FOR CUMPLANCE IN OK40RACE SHALL 9E AS MCNTIONED IN B 1) 00 IN 32)
<br />ACCORDANCE WITH THE Z020 (7th ECNPION) OF Tit FLORIDA "LEAN; COSIE'- (C) 1:0....EMSBD&..*W? VAI, SPLCFS 8417,:ce,!t 2.I`' AVII l-
<br />'
<br />OFSTM IWW LOADS, STALL BE DETERMINED AS PER SECTION ,620 CE THE AWA MENTIONED COM. - T/.'a TAM':1;:A AICAFOM AS IANNIFFA;11URET BY It 9011I -NC .
<br />GWINS SEED AS BICOLORED THE ARRSDICTION WNErTF THESE SWUnLft WXl 9E INSTALL@ AND - j1a_10 PAN IALATE FLAut£ N, AND AAAK;.37ATE PLUS ANCHORS. AS MAt"ACTUREO Br ELLO CONSMICTV� PRO UCTS
<br />DR A
<br />FOR A OFFECT.71ALM FAC70R Kd-0.6! USWL ASCE 7-10 AND SHALL NDr EXCEED 1NE MAXIMUM TAS 6.) - )/a"• LAG SCREWS PEP. I U5,
<br />Ot9 PAESSAM 'Al-3 ..'K."CE, ON }MEETS J I_. 11. I.. 15. 16. 19 a :U - X/ 1.'. . ♦/W WOOD Tel$ . N aSTANDU f P/ - -1 S:CR€,Y, pOl, A YEF-- 71 CC.
<br />N ORDER TO YCRa'Y ON, ABDK CON XIEPI IATNAATE DFSHGN WIND LOADS DMRMINED PER ASCE 7-16 C 1) MAWMUM THREADED PENETRATION INTO WOW OF TAPCON ANCHORS SNMLL BE 1 1/2` ANO 2' FOR ELCO PANELM:UC PLUS
<br />SEAL BE FIRST REDUCED 70 &S,O. CE51GN WIND LOADS BY MULTIPLYING THEM By D 6 W ORDER TO AND PANELIM I FEMALE ID
<br />COL"RE T,4M W/ IAkX (AS,O) %STP? PRESSUPt RATINGS NDKA7'(D DN 5HCETS 7 TWO 12„ 14. 15, k6, 14 & 20
<br />C 21 MNI n.A 'G 1' OF L N7 t Lft' h ' 1 "- Rr) 1NA f:PCE PDAL-7RA VNN AI SCREW, D NE Rl1QD FRAY[ 5 La12 fE 7 EAOfD
<br />IN Cul'F'x,R TO fEPM'Y ONT ANCNCALS ON P_n PED AS 7ESTCC WERE NOT OWEA SAESS[U, 4 3394 NEIREISE N N.LOPPort PICNEIRA11ON INTO STUCCO 54k41 RE CONSIFX,'IED HE AS PART OF TREWWD THREADED PENETRATION
<br />57RC!$5 rOR WINO ',DADS wW5_ LT;EO IN THEIR AWlv'GNB FAsrl'NE1RS SPACINGTO 1101AFT HAS AREA OFTCYRMHED N
<br />ACCORDANCE •ITIRI NOS. 2EI16 (..3) VINMIUM ED" CA57AW-E OF LAG SCREWS. 000 WOOD SH•aL K AS INDICATED IN li4S ORAMING
<br />STCAW PAF(1'S ADEOLACY FOR IMPACT AND waD AEUSTAFCE HAS BEEN vEI IED IN ACCORDANCE WVIN SECTION 1626 Or
<br />[ al YAyLy PENETRATION tX WOOD 9USraNG EA1AlL EK 5:8' //1' h20 SCREWS USED SNAL: BE `/2" LONG NNHRJM
<br />NE ADUVE IENTOICID, CODE AS PER 4URWGME ENGNEERINC a TE5TNC FIE WPORT'S 96-569. 96-5➢0 a 95-1-SO AND MINIMUMSNA ,1' V
<br />W D
<br />S6-20
<br />,USAN 1 WALLS
<br />FUCS ATION TESTING LAO W. REPORTS 120M a j212a . AS PROTOE:CILS 145-70i. TAS-20? AND TAS-2D3 tD STUCCO ONST.
<br />TAS r703 SfAi TEF 'A8 # SAA11H nORM rd1MR1 j0219.01 -09. AS Pit TAS 201, TAS 2U2 ,MOO C.5) W CASE TOOT PRECAST STONL OR .IIIEOAST O TE PAA& Srth^,.9 OR Wax ! S !R f,011No ON THE EAIS,VIc
<br />1YALa. AFIC, DRP. aHALL 1K LONG EFIOUQHI TD MAC,1 TIC AMRN sPFR TIPIr ODMR SLIEW --CIS.
<br />2 AL ALLNANUM EXTAU5491INS TG RE WI&S-16 AaUY AND rEMPrR. (UNLESS OTOERWISS NOTED) TEE SKET 2 ANOWRACE SHILL BE AS MENTIONED IN C I), C,Y) A C4)
<br />3 AL ALIAAINU3M SKIT META{ USED AT CLOSURES SFM!E ,iI'lE 1TD5-W4 AULON. (0) ANGYIrWM SHA1 RE INSTALLED COLLOW44C ALL OF THE REOOMME'NDAC*S ANO 2PECEIGAMNS OF THE ANC, CIAFS •NNUFACn*tA
<br />4 ALL STEEL SWEET METAL PANELS SHALI ,AYE STRUCTURM DIIAI.`T STEEL ASTM A-653 GRADE YS MIFMI G-60 6 PAWLS MAY ALSO 9E NSTA,LLO NOMAINEA Y POLLDWI INSTALLATION OUAJl5 SNONII ON SECTION 3 INROUGn IC (3NEETS .
<br />GALVANIZED STEEL OESIGNATION W/rY- 54 $ aI (AFTER ROLLED). FHRO/OH 6) EXCEPT THAT HEADERS Z & (3) SMALL NO BE US"
<br />5 ALL SCREWS TO BE STAINLESS SIM 3GA OR 316 AM SERIES 09 f(IRRUS,ON RESISTANT COATED GAINDON STEEL AS ttA 4 IT S ALL BE tHE RE5P n OF THE C047RACMR 1D "PI THE S0.MONLSS OF rOt STRLCMW WH INi SWIT2R r TO FX
<br />0. 500re W/ 50 Ia, MID STRENGT+ ANC 90 rw rEw-AE SrREINLTM a SHALL COMPLY W/ ITORIDA BUROND CODE ATTACHFD TO WS'UiE PROM ANILHORACt THIS SKftTER SIAAL ONLY 9f AT1ACHm TO COKAIFFE. BLOCX OR ,A000 FRAME
<br />5E'CM0, Ia 11.3-34 WROAN:x
<br />I,. YUL15 IQ NE ASTM h SOd CAI.YAN'ED 5ILLI, MA AS' 304 SERL3 STAINLESS STEEL, MTN 36 6.. NINJRPA Y1DZT
<br />SIRENGTH 11 EACH RE" ULAP STORM AWL WH LTNUrHS AMR 8--8 T1tROUGM r2"-4'. AS PER SECTKINS 6, 6- R a 1r0 CND ALTIFANA NES aW.
<br />7 ANirgRS TG WALL StWL ME AS rOLAUVFS % t LOW ON SHEETS s 9 A 12 RESPFLTNELY: SHALL HAVE A LOCIR E AND READILY VISIBLE MAKING VFSTIRII OWI 00
<br />TENANT TZ) SECURE PAW'S'.TF APPLICA&F WE-LOWE" DURKVG PURIMIS Or HUINNCA.E WARNNG
<br />(A) ro_rx)„T r� PCILMD I;, j 1; TIM INSTALLATION COW^%CTOR IS TO 5[AL./CAW ALL 4atTTR CDMPOTY7Ai EDGES W.,IGI REWn: N-^,ONTPRgI,S CONTAC wn>-
<br />_ T/i • TARCON ANCHM AS MANUFACTURED W ITN BVILDEX, WC tM ,. C' 3192 ,I j THE BUILDING 70 PRCI'ENT WNU/RAW NTgUSTON
<br />- ,/: I , T,-FI' c -.."I Iwo_€ . AT MANIr.0-I IS, OCPA.T .NC I— "I.7000 P..,.)
<br />- I(. 6 3/.' S011D-SOY ANGNORS. AS DISTI6Bu`KO E' Aµ. RHjIE1 SCRfW, 90Li A. SPEWL•Y '`;, 1^ P T l 1 N P ANY N 3TDIN PANEL INS AIAi'KlN S,W.L COMPLY Attti SACS INDICATED W ws OR WI 4 PLUS &ALtA G AND 20TLtiN: ItGUUfgNS
<br />(NNE. Fc-37N?D P..V I ) PROAED Olt TE JURISDICTION 96101E PERMT IS APPLIED T0.
<br />- I14-,0 PAK:.LMTE FEMALE E) A PANFIMATE PSIS ACH•OR;, AS MAIIUTACrUR@ R'l ELCO CONa IR(IC.T"i PAC{III 13 (0) TNIS PPODIACI CMALVATICN OOGUMENT 1,P IT 0.) PRET•AR'EO eY Iras "FO,w ER IS C'ENE16t No DOE'S NOT PAEFIIOE WORMAIKRL
<br />C", .••1350 P. •) FOR A SITE SPECIFIC PROJECTI,WHERE 71E SITE CON[K'rOAS_ DVAATE ,ROM rA P ESI
<br />- ./A'* rr TAp-CRIP ANCCFORS, A5 1W1rACTURED AY rRu- FAST roorom,Ah0N (fc-3690 0s )
<br />I.) �+TTn.c m TO 0C AiSF•a .0 -IC','-IC SLt €LHGN- `y A3E -0 .NSIAI:ATION pG.UUWG ! EE SAFETY CO' Ttui P ,,D
<br />A.I) MRRMAI E4�OMfM1 OF TAPa�"N ANK.xIRS INPTD POu91ED CDNCRCYE SHAL 9E 1 3/a'_ 2' FOR PANE{MATE M4 E tLVCO ON TWIS PE.0 PAC DED HE/SHC OCR% NOT GCVLA,E FROM THE COI TICNIS DETAILED ON THIS DOCANENT
<br />0 AND PAEMALTE PLUS AND 1 1/4' FOR V 1AP-GRIP ANCNDRS CDNIS'TRUCADH SAFETY AT STYE IS 1HE CON'RALTOPS RESPONSRN.ITY
<br />4 K-N ] ' 7 CAl a 3Fi.FU -SF' AA,CF10RS 51M,LL 9E EM9f.C10(G 8 INTO •N POURED COAICAETE. TXi r3ArxOME NI INTO . T T RF PI `.
<br />7 / HS PRODUCT LVaLW-WN iTDcuARAI wit C 'CMSIOE -D brl,MdO A ICO EL ()
<br />SroClXj SKULL BE PER/LITTEIE. 1/4' I-20 SCREWS U5Ep S+L41 RE I I fA?' 4UNC RNNOAAA SIfArIASI STUCCO[%ISr,
<br />AO I' WNIMUM FOR WALLS WITH MN STUCCO, AA9 WA. LIC HEAOIC 5!•A'CwS OR AI. TH1$ADED SCRM WJO ft{'AO_ (d) SAE SPECIFIC PROAEC'FS SNAIL BY PREPARED & A rL(FLOA RIOISIEV40 Ef1GNEFP CAN AAt',IIn CC1 -CM *At DIrL.t T,.E
<br />gJi w,TI, EANri I'IUN5 CNNGNETII Or' K.AWID IE CLR` fLM try[ PNEMtL All, -V NW, K .-NVIAt "UP Art
<br />MO PKA USE OF III. P.EO ErA:WEtN M 1RCCLNTO. AOING AS A DELErA10 FNCNEL-R TC 1-9
<br />A 3) IN CASE THAT PRECAST STONE. PP.ECASI CONCRETE PANELS. PAVERS, STUCCO CA WOOD &CARDS BE FOUND CIk ne Pt 0 EMCNII SNAL VOW TO 7*5 LATTER TIE SITE SPECII Okmms FOR RtVtW
<br />EXISTING WALL CIA FAOOR. AC N)W, 5NAL RE LONG FMOUGI• TO REACH THE MAPS $11PL � 9EHWD SUCH
<br />PANE_5 ANCHORAGE SHAU_ Fit AS IRK-IONED IN A1) AND A A2) le, TIF PAD S,W,L BEAR THE DATE AND ORIC9dL SEA AND 5GNAAAUNE OF THE PRDfiESSeNA
<br />(NONE" OF RECORD THAT PREPARED IT
<br />Ie) To 1 UNG COiSCAL E "iL AM"_BiTN_C-2➢ ,. S-u TE -11.n Cr'. LACX. c, INu IN ;, Tftt +r1 A PTASILI v, wau I-11- n] VCIFAI
<br />- 1/4- t - Y a w 4 a /d`CONA ANCHORS AS AW111FAClL D V T EllINC RF LGC%. "'T
<br />PAWL n A ,. M.'
<br />NE. .d+L L `' ..t. tWiH +. i 770991 CX€ F WaOI. 'NG C
<br />OROA"7Cr ^x" ON L 8L4.0 COE ONE LABEL.
<br />r l -I A r )
<br />-) 7 e• CAIAA N ANCHORS, s MARW AE'TlR1ECI Dl D RI,« FIN. rr.,5 I I
<br />I / PAW ( Tx1 S,M i. B PLACED FOR E tr W R C AEtLII K TO xwKv wY1N SECTION 1708 6 2 OF 'HF
<br />1. Ef:AY 3/4' KAIb-SET AAX_'IKFAS. AS pK'rpt9UTED 81 A.i P'O;M Sf3EEM. BOLL # YECw.TI' L4 r,I:yRNM O.v.Olrttc UGI%
<br />`A,
<br />(HRH ,_,6.0 P• ) iH5 DRAWING SwM.t ONLr BE USED TD
<br />III _0 PANLLWTE 'E,W E O AND PANELMATE KUS ANCHORS. AS VMAAFACTUREri W ELCC CONSTRUCTION
<br />II,NNI.I� 08TAWA r+ERIIRS N THE STATEOF FiDRgA
<br />PRODUCTS (MN.. c.2071 P..0 "A"61I
<br />,M .A:,N A 1144�
<br />1/: r U ann AHc +EPr., A5 ALAr XK NM1LD OY n,u ccRl'nw..,•o., ��(-R
<br />9.1) MRIANN, EMBEDMENT C1 TAPCON AAC*OxC, ELCO PAKI-NAITS AND �`7 T.M•_GRP WV40K NTO THE C�.•' -:\C. FLORIDA OU)LDING CODE (Irigh X9loelir Nur rieo+u ZOnR
<br />S-OCK .PITT %KkL ICE 1 1/4' + nXSr� rtll'r9. MC "
<br />' '• _ - 20 GAGE GALVAIrFYEO STEEL StDRM PANEL
<br />• 011- ET
<br />NO 4 167 - -
<br />CA.A-N ! 5Ol.k>-SF.'t ArCIIORS BE EM6E9T>E0 7/6" NrD rsE tM1' pig
<br />9.T) SFYiI CONCRETE 91_EM,M No , I
<br />INTO STUCCO SIw1 9E PERWITr0 1/4' 4-20 SCREWS USED SHALL BE 1 1!2' LONG MPWWQI ,,` J S4urcu -• - i-- ', GL08AL PROTECTION PRODUCTS, LLC. "/a"r""-
<br />EXIST. AND I- MaAMUM FOR WALLS AI NO STLK:A 2 - I
<br />&TAT OE `'' r IL EC0T1ac am stI
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<br />IN TALLATIQN pLTAIL! FOR i3EGQL-AR PAN A L51 J.IAi i
<br />INTO EXISTING POURED CONCRETE -ORCONCRETE BLOCK STRUCTURES LTA.fAW1E ANCLq.S
<br />A- -M[--
<br />CONCRETE AIV.016 _ I, SWAYS a "RCA" N
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<br />FASTING PCKI 1, I Y\y 3 m P 1*WYaAPs %I ryI - 11 ar 1 v_ A' L T3 1
<br />I DaNGRE-FE REVIILRF-D. II I . IAn.- 1• . ,/+ �o•a/
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<br />I 1 I 1.A/A' I ,-, I I A.7n MAI ! $ Li!
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<br />Y.rS,N,6 POURED E D E ' I �s' , y { �, • E0 I I E'%Tr7A,G POUREG f 0 A El c-N �- 'no, 6A0 •C3tKRM OA i Er NIAR If I rod tl EXISt" POURED �_I CCMCIRETE OR +°'
<br />CONCRETE RKOCX FEEW" " 0 1 __ t ', La 'AA)E:Ic eL6CA 'd7NCRETE BLocX .TA._' '
<br />1n'oc )"'' --�'--
<br />IREO'•ARED 12. REAxNREO ' I/2, I
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<br />Rcou'RED _ S__ BA Cr�j�ry�yI M 4\7 �M�/A T +/.�� 2trs3,y n
<br />(bN(IKIE ANCArAS X»r>-__-E.G [1aNrAT'S. I , Sllf •Fr 9(� SOM:REY MRlIl#b d j1{:)/A BMW'
<br />.ea-EP ./ cow r... ti O" {ate - o-e INA t' S
<br />(9ft SOO).AI t.+ 9H1Ir; a lkr z 1'I S.Cm a 1Hl0,G .) %,RrFTI a T.W,4. P)
<br />54m a "hook" •i
<br />ALTERNATE BUILD OUT MOUNTING
<br />I
<br />I
<br />E.D. -EDGE DISTAIhC`E
<br />I ME M'ANw i I �'-��,y (,SEE SceEOLLE p4
<br />�,P, �: ALNWArwsaAA I � (-✓ SHEETS 9 a 9)
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<br />•- - i t otp, mu e
<br />' ./s- oC -, W/lllTrNR Tom' a BOtt0E1 Mg1M€trIW;S CAN BE
<br />I 8 t0N rFyA COMBINED IN ACT NAY TO SIw:17 ANY
<br />1 I i 0 r A. �/ "I'F
<br />�- E ® _._ ,,-p rh :' ... 11C/P a N v ATION
<br />\ F , r,_, \ 2.', �CfN`sF- ✓9'" FLORIDA BUILDING CODE (high Yellxl NurTlcanA Zang
<br />EXISTNO POURED
<br />CONCRETE _VS 2 FfATE
<br />.2T]e 1arEro. r.
<br />REa1Rm - COK-leLOANDgR$ - - * = 20 GAGE GALVANIZED STEEL STORM PANEL _L: W
<br />(EiTS a n,RaA-'r, al ' `9'. v '' i - c3�/mm
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<br />t.1'. _ ' C�08AL PROTECTION PRODUCTS. LLC. ,.n.
<br />CEILING A'y'crE",A - _ I�E CO 1Mc _� Aa96 V. 5, STINT ny [ � iA#,.-R E ILWAP; Ww- n. 31]1A
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<br />6 6SA_,TLRIAL, CHAR M_RISTICS 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. UWTAMONAND iC N TIOW OF USE:
<br />7.1. Shalr Ire sei0y III wrnplldnce 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. Tila, Jr., P,E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on secton 1620.2 of the Florida Building Code
<br />7.3- Product shall only be installed Into poured concrete, concrete block, and
<br />WOW frame structuros.
<br />Product Evaluation Report prepared by Walter A. Tillit Jr., PE. (:Florida License
<br />No. 44167), President of Tilteuo, Inc. (Florida CA-0006719).
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<br />P`1,,\�P k:.)!EC/l"S.
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<br />D:t'nLTECO ADMON RECORDS i P. E. REPORT 20 k GLOBAL PROTECTION, PRODUCTS, LLC I _D C!As_ E
<br />CAAL_VAN12F0 61 EEL STORM PANEL' ORVIG+A 40.7761 REPORTIF 20-00n&O1
<br />/1-i L I ECO IN1C.
<br />TILLIT TESTING & ENGINEli ING COMPANY
<br />w;ILTERA.11LL1". M.!'E. PRODALCI EVALUATION REPO
<br />REPORT NO-: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Srutlets
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Products, LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />tilt AWrI
<br />A. PSI,knr):A MtaT
<br />"A_L-N. _N06TI9
<br />PURPOSE OF LQN
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E- (Systerl
<br />ID # 1906) to the Global Protection Products, LLC Rule Chapter No,
<br />61G20-3, 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 :he 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 affer:t its limitations and conditions
<br />2. EVIDENCE 5EIMITTED;
<br />2.1. PRODUCT _MfALUAT]ON DOCUME1_T LP.E.D.):
<br />Drawing No. 20-176, tified -24 GAGE GALVANIZED STEEL STORM PANEL
<br />&heels 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tilht, Jr., P.E,: dated 07i27/2020. This drawing is an inte$�,W M II011i'mis
<br />Evaluation Report �."N t� I1,1/T,
<br />S�P•''�\CONS,,'.`'' _
<br />~-3d 11167
<br />' ' STATE OF - - Q
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<br />i 3S5 N.A 36dr Street, Suite305, Miami, Florida 331tIG - Pbunc:(305187l-1�h0Q(({y(3b_(,$#'I-1531
<br />'Ilf..."I". ,10
<br />COMAON TS_FOR_REGULAR
<br />&LIFE -SAFETY
<br />'STORM PANNS
<br />(SCALE 1/2='il
<br />_ '5194• nO1AL W#T)q
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<br />_ IS 196- (TOTAL tr[OM)
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<br />'250 { ,2B0'�♦I - =H SERIES $1, SCARS
<br />I w/ ,Elm" r" N J - 'l!: 100 R. a }��-•-�++'----------------1__L I S. SSERI fI! ® W. SRA RIIEf� .J50•
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<br />3»`. j„a 3d's 6.5'. 118. v `-CISP i - No.44t67 =_
<br />* - ♦ ; * = FLORIDA BUILDING CgpE (N: H Y.IocTI Nl,.riaon- 2on.j
<br />"Y MICKEL En"oa a i°AnTL STATE ` i
<br />t-,-`.2!0' ,2, - a -, F15' 111ED POW; NOT ; ..'�J% t0 4.�' : ��5• `� NYC � II 20 GAGE GALVANIZED STEEL STORM PANEL M_ W
<br />© KEY HOL_ ` " • r33 \ _ _ L ______ _ ___._..____ _ _ _ ._
<br />2.om` 1 - Aj-�A iE y'wAS 1F ,r IL E C O 1EEc GLOBAL PROTECTION I.I.C. °'/'�
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<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK. STRUCTURES- am
<br />CAA-IN DR FAND,MIE RW4E U CAATACT, ..C.-In /' RF/Rf//A•y1��/� yaJD FOR REGUI.14R. LIFE SOM AND E 2_�I S.[Q 1 PAN��'TM1
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<br />BUILDWC CODE Ni h Yelucl MuFrl.am
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<br />44167
<br />-I O IIIE'CO. W.
<br />20 GAGE GALVANIZED STEEL STORM PANEL
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<br />. TEST REPORTS:_
<br />Largn 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 Toads as per
<br />Secbon 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report* 0814.01-01 dated 031111C2 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz. P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and seated by Edmundo
<br />Largaespada, P.E. and Henry Hattem, P.E Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section ' 609.1.2 of the Florida
<br />Building C ride Test Rapnrt rrepared by Amere-an TaI Lab of South Florida,
<br />Report No. 1123.01.10, dated November 23, 2010, signed and seated by Jullo E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc, dated March 13, 2009,
<br />sgned 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 Jaclofano. P,E. as per ASTM E-B_
<br />2,1 STRUM-RAL ENGIKERIN-C CAILCU.lWAIIONS;
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as vvell 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. Calculators prepared by Tilteco,
<br />Inc., dated 12/1 Br16 and 08t27A3 (for this revision). signed and sealed by Walter
<br />A Tian, Jr P F
<br />3-_MISSI4E-IMPACT RESISTANCE:
<br />Large missile impact under section 1609.1,2 of the Florda Building Code, as par
<br />SSTD 12-99 Standard and TAS 201.
<br />4,_WN:D LOADS R _$ISTA-NCE;
<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, 91 101 11,
<br />12 and 17 of 18 of Product Evaluation Document (P E.D ), drawing No. 20.175.
<br />Maximum Anr_hor Spacing shall InI as indicated on sheets 5, 9. 10, 11, 13 thru 16
<br />and 18 of 18, of Product Evaluatior Document (P.E.D.). drawing No. 20-175.
<br />2d 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 />\COHSE` ✓I
<br />Trn. ,4467 .
<br />2-2,1"I3k'-I * ' *
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<br />5, INSTALi,AATiOW
<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. 20.176_
<br />6. MATERIAL CIIA,6ASETEBISTIC3_AKQSFT FICAMNS,:
<br />Shall to strictly in accordance with General Notes and Components incricateo on
<br />sheet 1 and 2 of 13, 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 AND CON D0NS 4F 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 Tifteco. Inc_ and signed and seated by Walter A- Tillit, Jr.. P.E.
<br />7.2. Product shall not be installed within HiGH VELOCITY HURRICANE ZONES
<br />as termed cn 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 orepared by Walter A. Tiflit, Jr.. P.E. (Florida License
<br />No. 44167), President of Tifteco. Inc. (Florida CA-0006719).
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