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<br />PRODUCT -EVALUATION REPORT* NO. 20,0728.01 2
<br />PRO_ DEEP — IT TION REPORT NO, 20•e729.01 3
<br />1 ILI Eco IIVC.
<br />TiLLIT TESTING 6 ENGINEERING COMPANY
<br />TE T REPORTS: 22 —$ _ 5
<br />13 MATERIAL CHARACTERRS GS A
<br />T! ND SPECIFICATIONS:
<br />-- _
<br />WAITER A- TTLLIZ IR., P.E. tutcvDr
<br />paolsorn
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />rl.ICE.L-IsRNI ,
<br />per section 1626 of the Florida Building Code. Uniform static loads
<br />201, 203 as P 9
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />PL C A GL< %. "l71Y
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09/1811996.
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />PRODUCT EVALUATION REPORT
<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 04/1611998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITlON8.O�U$E
<br />REPORT l : 20-0728.01
<br />0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaospada.
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly in Compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<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 />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT SUBeCATEGORY: Storm Panels
<br />2."TRUCTURAL ENGINEERING CALCVLATIOIIS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind bad, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Products, LLC-
<br />length based on rational and comparative analysis, and in accordance with
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />GWbalProllyAlon
<br />4800 S.W. 51 Street
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />wood frame structures.
<br />dated 11103/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />Davie, Florida33314
<br />1 PURPOSE OF EVALUATION:
<br />3, MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />iD # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />N,N fitaff
<br />61 G20.3, Method 1 D of the Florida Department of Business and
<br />4. WIND LOADS RESISTANCE:
<br />%Nutt
<br />f
<br />A: i!(�/ltir,�
<br />Professional Regulation.
<br />20 GageGalvanized Steel
<br />Ga a ed Storm Panel as been verified
<br />h ed to sustain wind
<br />'mum
<br />A`�rti���
<br />`� P ��
<br />E . 9 -
<br />= $•. ��C NSF ,•, y
<br />This product is In issued an Evaluation
<br />be a nation Report as described i
<br />P 9 P bed herein, and has
<br />pressures. anellen h h
<br />Maw t shall be as indicated on sheets 4 p P sets 8 10 1 15.
<br />9
<br />6 19 25 and 26 of 26 f v
<br />f o Product Evaluation �
<br />16, Document (P.E.D.), drawing No.
<br />( )' 9
<br />-� M
<br />- -
<br />' At 1 7 - - :90. 44 6
<br />--
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<br />- -Z
<br />been verified for tam li n
<br />a ce in accordance with the 2020 Seventh
<br />t Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />20.176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />- --
<br />-
<br />= 't s
<br />�1 _�-__ QF t-
<br />at least equivalent to that required by the Code.
<br />14, 15, 17, 18. 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />'_' 11?'-. STATE
<br />drawing No. 20.176.
<br />y G'c''. (GRID _. -� �`
<br />', F ''••......•
<br />This Product Evaluation Report shall tH3 subject to review and revision In case of
<br />5.1NSTALLATM:
<br />G
<br />/ d` S
<br />`',7„ S/ON A1-EE;
<br />'...NNND10k
<br />a Building Code Change that may affect Its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2 EVIDENCE SUBMITTED:
<br />sheets 3 thru 7, 10 thru 20, 23. 24 and 26 of 26, of Product Evaluation Document
<br />wnru.L
<br />D l TILTECO AD MON RECORDS t P. E. REPORT 20 7 GLOBAL PROTECTION PRODUCTS, LLC ) 20 GAGE
<br />21 PRODUCT EVALUATION DOCUMENT (P.E.D.)
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVANIZEU STEEL STORM PAHEL1DRM#20-1761REPORT#2M72&01
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />(P.E.D.), drawing No. 20 176.
<br />Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral partlgl 1AISf�
<br />f7!(or,"'a,
<br />Evaluation Report. ,O-Ii,E,R - 7/( N",
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - Phone: (305) 871-]530 - P9xs/ 0$ 'AlS3`
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<br />aENERAI NOTES; 6 J; IN' LASE 1- PRECAST SIEN[. CC PAECAST CONCREH PANELS S'JCCU LNi WOOD BOARDS RF FOIINU lt.N 'HE
<br />(M..MR-2 N-1 MMMDRM.FAMOM -XI:ENG wA L. ANCHOR' 51u,! BE LONG ENOH(•H TO REACH '!Ht MAIN SRUCTL''RE BENIN'C E:'CII PANES
<br />' STDF4 PANEL SHOWN ON THIS PRODUCT .1A oATON1 DOCUMENT 1FED) HAS ECEN VER;Ef MR CUMAIMNC'. 11 IINK- ORAGE SHA.I BE AS MFNTICNED w 61) M/' IN 62)
<br />A.'CPDA•+CE WHH THE ?C2a (TIN EDITON) OF'•,E FLORIDA TFI,IIDING '[OD- _
<br />-. :..EA6RhG w0vD _MIN. SFSRTE-.RF •Tf!_ -. -v.:i ltDt_
<br />CCS,CN hit0 LOADS SHWI B:. DEIERMNE9 AS PER 5E C',ON 16J0 OF THE ABIJA MEN'A;NEr COLE, - I/`'1 TAPCON ANCI•JRS. AS-,,11•_TJREL Bi W i,.ILGY. ANC
<br />'cR a WIND SHEER A: RCCURED Br iHI .VRISLNCivJN MHEHE IHESF SHUTTERS WRI BF NS'A<L Ei' AND AI ,0 NEL4ATE IEMALE IC AND PANE;MAn _'7- µ�H0A5. AS MNU,.ACIUPEP N, K11) ,'C:IKTA,.111 N PRODUCTS
<br />FOR A OtRFCi10NM C FACTOR K4.0es USINC ASCE 7-16 AND SHAL- Not ENCFEG ,HE NAHMUM iA $ D) ' 111'. N. SCREWS RE- N D.S.
<br />DESIGN PRESSURE NAE)NGS INDICATED ON SHtFT5 2 THRJ •2 11, > 16, 19 & 70 - 7,i1C'. , S/R' WOOD BUSHING. AS OISIRGUIE[ BY WI "GIN' SCKIll BOLT It -'_PE(TAI.'1 GO
<br />IN 1 RIM1 TH 1 1 P ORDER
<br />G E ABOVE DE ION, UL'111Ate LIE SIGN OIP .!,ADS )NEC PER ASCE 7-16 r. MINIM- THRCA)FG IVIO:AICl, N:CI NrY:C :' ,Ary.C-N ANCHOR`_ SHALL, HE 1 1/2' µT, 2' T(10 F,cO PANELMATE •LE.S
<br />'HEM
<br />7 8F
<br />SXALL E FIRSE W/ NED ' AID DESIGN .4Nu F CA EIY 4JLNPLTTa. THEM B` DA I, U ,[; I( AND PµIi IIA-f FFAIALF IC
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<br />CCWP4R[ n+ESf M/ 4e, ( - ! ,If NIGH FINE SSVRi RA'�N!;5 MD%J11EL ON SHEETS , 'NRU I; < -. A. a A ,.,
<br />: ,�i MR+WI M `HREAPILD PDICTNA•'.Ch J LAG 5`,HE T+T *00C. FRAME UN!- SHA_L B. VG fH AL'ED
<br />N :Ipoik CC• VEMIY TtA: 4M. ',HS III': INTO PEP ti *ESTEC wETi NOT TR S R c 'VET: E WOil • S C TF N ALLr,wVILf P NE11U 110N INTO t, U - N H C cHA 9- S�DFREO A> PART O• i PEOI RE. HFEALFC PENCTra I•'JI:
<br />$iRLSS Effd WIN(; L<M.^5 WL E31% ISF^ M1 -HEW ANAL �I$ FA$TCNE3E SPAN'"Nr- 1, Wq<_ip H/,$ PEEY JE EPMINfC N
<br />Ar.cODOLNCE .1, II 20!a i:J) YNMHM EL-f,E 'STANfe. f1f LAG S:PEWS, 1.11 WOOD -r`HL. BE AS NC+ ATE, -I •H`f4AW1NC J
<br />Si"AM PWI-S AOEOUACY FOX+ IMPACT AND -D RESISTANCE INS IJUN VEanEL IN ACCORDANCE WITH SE:TICN 1e26 Or
<br />THE ABOVE MEN INFO CODE AS PER HLIRWrANE ENr,NURIW. A TEST11f, INC REHOAIS 06 569 96 S70 & 95 T30 AHO 1.) RNW.- PENLTNA'ON ^F WOOD J5H,YG SHV PF 5,'A' 1/4' ♦ 2U SCREWS USED SHA. 6f , ,/2' LONG MINIMI1W
<br />F[NE$1PATILIN "SRN; TAB WC. ""'." I2032 & 021.6 . AS PRC.:)CG15 IAS ?01 'AS i02 AND TAS 2C5 SHUIID S1UC'O E.IST AND MINIMUM F.A.Al- W111 NO 511x LQ
<br />AS WELL AS AMERICAN TEST .AB Or SJFoI FLOR4}a RFPO+' /C'219.OT-G9, A'. PEN ,AS 2C•I_ TAE. 20:' AND
<br />,AS 2f, i"NID,NCE .5) n, CASE nu' PRE- 51 S'irvl DR PREC.AS .N.RE F GµE L'i:ri R WWC1 B•JMP,i BE MINA II rNE'IST'M.
<br />WALL I. -HORS SHALL BE L74C N}JUH Ir. NFACH 'HE MAIN T.-I-JRr BEHIND SLIT FANUE
<br />.. A. Ad 141M,,M EYIRLG " 'CI BC 6063-T6 Al -I" ANO 'EVPER (UNLESS C"HEPWSI N•IiFGI su SHET-` 2 A . okA„L SHALL W Al ME' NEE :` r 1'. II A C 1)
<br />3 ALL ALUMINUM $1,LIT NEI. USEn A7 CI., S R = cHA_! HAVE 1.05 .-•14 ALLIJY Ill) AN-0- SHA,- eL NSTAL.r'; IOI-:FANG AI UI 'HE 1E,:04ME1(i}A'I,1N; AND SPECII ,C>WNS nF THE ANf:M,PS MAYIIIATP,RER
<br />< '.;TELL SHEET METAL PAN(LC SI4HAV M1 E 7RI)C:T,)RM V,14L-r TM EEL ASTM A-R5! GRAOE NO N•.-6 'MUM. rI:
<br />TALL
<br />N PANES AAA' A150 BE INSAIL ED H 2(YI,ALL, Evl..-IW vf, ,NSTALUT1Uw '-tETNLS i1+JWT: CVI SF( r!C.w ) EHRCiI, C;- IC (SHEETS1
<br />-C•AIt17Fo ;TEFL LF5 CT4*ION W/,Y- 58 b' AFTEa ROLlEO:
<br />IHPO111:H 11 I Ic", 'a7 .TA AS (I & 13, 5XA11. N01 BE HSEP
<br />WS i �TMN T 1 .5, OR C'R '1. FEI TAN- i �-R Al $CRC ( Bf L S5 >:CCL 30 '`6 SI Si.RIE _v ROSL S .CM1E0 CAR90Y E.
<br />_E'_ 1. T i1U1.1. N= r'H[ RE SR'3MS _IL.'• A THE 'iDY1FM"1pR ILA vFFI:Y THE 0 E EIRvN 11;RE WHERE SHV,^.ER IE. TT, BE
<br />.,O'.NONES-
<br />.i1N ]UJI'J W X �, nFl"J RRFIYi„ ANL 9C A., TENSILE 5 RE W;rV & S1IALl ':OMPI, W/ •�-UNfa BU1,1,NC.:: _.._ AIT.L cD TG MS11F11 -FA FR ANCHUAAGF iH "N rriEP c.IA: CM(LY PF A.'IAt:HEC 1 rNCRTTC %''.•A DR .QOU TRµI
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<br />[ BD 1S TO Al A<'M A-Jn7 AL,ANIIET �TE[L. ,R AS 304 Sf R41. $:AN'.LSS SIFE: WIrN Sf. :>, NII WIM ,F,.r'
<br />STRENGTH I� EN'H REGJIAF iCRM ANSI Wl1 1 N- OVER IF 8 „AQV, 4- A, .t Arl-0 S 5 B 9 & 10 ANC ALIERNATMS e'W
<br />SW Y IOW ON -HEETS 6 It -' RE`OE.I-WL'. 5A. HAVE A LEGIBLE AND REAALI VI Vo MARKING R:$.IR:.I(TINL; OWNER OR
<br />. A , IOAS 'f) WALL :.Y,t EFL Ac 1011. 1 'TNµ' . WF •`µ_L.> W. 1 APFI ABLE RE-'NF•taf ANENT DUN,- KICKS OIHUIIRICANE WARN.1
<br />t Q, RISTNU (OURCs`• CONC,FE?E THE NSIA AIION ,,NT"A(I N. 11 :1) FDALEI"AULI A-: 1;)FTEk L'iN CNENI ES WHICH A RE4N 'N i (MTINA,UI_ I,Y AWITH ..'
<br />Ar ON ANCNLIr AS MMIUT.CI,NfD B, 1 w Il nl DI1 N; IN, I'r D A" I THE aJ'LL U t_ AR.-VEN WIND/RAM NTROISQ),
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<br />I,, -11 SET I I.EACJ,'ED IN !.I, JR.ANING FLJS AN", B, :E•;NC..IJ :,"IN,, "i Ho".IA..NS
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<br />r.FN 1 3.%, P. •) IOIN A %"I iPFCY I- rrT_ 1 WH FEF!1C -.. E CV'-10N:, :,EVMTF FAOM THE PE:
<br />I,i/ rF TAP_.,RIP µNQ-i. AS AUN41111.tcl 5 RE As, rp,C)"PIJA f'.: 3100 ,s I I
<br />1 'MNAC' :F T� d PI -
<br />I L BE -Y oR E $E;F UI PURCHASE AND ILONO_A tX. MC:UC G F 5D _IF THIS F'RJUU!CT
<br />MtIIBLE
<br />A `) MINIMUM C4f3EDMENI OF 'AFC, D,I MK.,Y,PS NTG PD ARFC :' N;;P_"E <HWy BI -. 1` ;' CUR PAVE -PIA iF EEVAL yASC I. `N fH5 P -R v10EG HE. -HE -- 71 OETAAT[ FROM THE CCNy;llli,v5 OEIANE ON 'H',: DOGLIMENi
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<br />•G µ1) RANEMALTT. 'LIS ANO 1 1! - III CF- TALL 17NIF ANCHIJR'+ C,,NS'RUCT,IIN SAFF-f AT SITE ,; THE _ONIRAC `.N. RE'-PONSBI Ih
<br />A,; CALK. IN k SEJ,,D -SE. ANCIUR SU,L' BE ENBLt"D '/e' N F3LJPfrI CONI: RETL NO EYDEUMENI MO ,ri TLI1 ;- LC' TtiA N i'+_I;MLN' WI. ATE 111PEPEE' IN AUC 11 Urt'.1ILL
<br />$',ICLO SHALL BE -ER IFTI 1 20 SCREWS LSEC '..' E 9E , 2' LJN - MAINLY Sf( )LF• S uCC I•.
<br />AK: , .,Nl.,u FOR WALL< VV ✓ H - J fJ AND MA. BE fADEU CHI.. 7N A. THPFA,rOSCREW", / ,LAL IT, Sr "V .- I''1.O EC '11N., fif P. E._E[' R'' A _ORI7 BEGS -P D ENGINEENGINEFA OR ARC T M111,H WILL, PEC`AIi FHF
<br />.1.yUT 1X WIN Ell($ If. EC D RECORD R ; FOR ?HE PROJEC AND WHO W BE RF -P•JN "CL DR THE
<br />;ICIPER JSE O• THE P E " ENGINEER Of R['T,R ACI _ AS A I f L ATFD FNGNEEP. TO 1,If
<br />A'.` IN VISE * PRE,A57 5'DNE.. PRE -A I OH. ROTE F f 5. AVERS 'UCT 7R M KJD EVAROS BE '.LAND H, '• Er, F. M _R. SHALU >U'BMII T' HIS AnTR THE SITE SRt, IY. ;,IRAWINC5 F 'R RVAT..W
<br />EMSPNL WALL OR FLOOR ANCok_-:HALI. BE ,.11N.. ;W)UGH. T,I REACH IHF MAIN STAL1IUP[ BEHIND SJ�H
<br />IANf.,S ANLH„RAi.F SIALi BE A'_ Mtk'"IONF^, N A 11 AND ,N 42-, Iel 1H'S L IALL REAR HE DALE ANC OR",:�NAL ,E.AI AND SIGN IJRE -N IHE PROFESCIGNAL
<br />tNITPIEFA 01 AF'-PC 1. kEAP T
<br />ibl To fA15,_ iE'E IT -Sr tyA yTv_ 9Q UTTER MM AV HIP" VIBE SHALiTBE LOCATE 4 FEAi,1' .IS&r LTCA•C AT STORM
<br />I /a• . APr W AFC.ORS AS DUNE I RE.: B. 1 BUI,OF 1' PHI, >I ITTEF AR pRt AYCE WITH SE•_ .N -.,, Y El41T,FM'IC CODE IE LABEL
<br />Ile E A,- N-1T•ORS. AC M I.Cn REC TY ,YWALINC ,JN4 P, ', I
<br />S1Mil 9E IFCCE fUk FIERY v,>I.W,NG LABF,ING -• _OUR'. WI`Y ... JA'rT OF 'N
<br />- , •.' ' 7 `J1, It' S� ANCHORS 4 C 'BLITEL P '.1 -' 11 �('PFW, y A 5 F.r ALT) C-_;.FIUA 30 DNc; "Obc
<br />(DUN , flDU I.) THIS DRAWING SHALL 7OILY BE ,USED TD
<br />- 1 III 1ANt,JAATE Fm Alf 1 AND IANEL.At"IJSI IONS. AS Mµ rl ACTJNEt 3,' EICr. JN'I U"icv
<br />OBiMN PERMITS IN T,+f STATE OF ROFOG
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<br />4f CAL PS T. ',kAi A"T/(�/
<br />... AN'tC:R<', Ai MAN Af AFD k,-FAST ,'
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<br />-,-, FLORIDA BUILDING CODE (Ili h Velocity Hurricane Zone
<br />P ; MIN MJV EANLCMEl. rA ,'11 rH•1RS, FLc AN_IMALFS 1u '.r to „a .N,-N YTf of rDONIJJ .1•,. I-"O', -
<br />B,:* 1' SHAI, PE I,., � ;' ' '.- P 111— NN I
<br />AGE GALVANIZED STEEL STORM PANEL _:. eT
<br />ei 2, _AL•-'N A S(ll.:0-S M.CHORS SHALL 9E FMB'-I;CED '/8' IN'D THE CONrRFIC B,:iCK ,NI NO CEAB�r i ND. 4'167 AT - _- - - .- _ - f 20 G ___
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<br />MTU s, i' C Yw.1 DE 1fRMIRT[ 'd' .-IG s.Rtw ,SfP SHµI P.f /' Linr'. 4WMLN ',")U.3 GEC.'. I
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<br />INSTALLATION DETAILS
<br />INTO EXISTING POURED
<br />FOR REGULAR PANELS
<br />CONCRETE OR CONCRETE
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<br />BLOCK STRUCTURES
<br />CONCRCR ANCHORS
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<br />Trion T CO. INC. TD GAGE GALYANRED STEEL STORM PANEL I 1zl„1,� �
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<br />;' T Er O 1NC 'GLOBAL PROTECTION PRODUCTS, U.C. a,E
<br />AND Q OOR MOUNTING
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<br />TILLIT TESTING 6 ENGINEERING COMPANY
<br />wALTE2n.nLilr,rx,PE_ PRODUCTEVAIJUATIONREPORT ulie«xyA01.0DE1
<br />RI. RP I,iLT K' 44L6
<br />tL,".A. LicNllE N41 11).6'19
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUBCATEGORY: 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 />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 />61G20-3, Method 1D of the Florida Department of Business and
<br />Professional Regulation.
<br />This
<br />product is bed issued an Evaluation Report a described p n9 Pos d s bed herein and has
<br />been verified compliance "n fo rI 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 Re
<br />port rt shall be subject to review and revision in f
<br />Po 1 case o
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2LLP��UC_ E ALUATION DOCUMENT (� ED.):
<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 inte$�a(t / ,fills
<br />Evaluation Report. . �E �'C(/j.'l.,�
<br />- ,-``.�P-`V1GENSF''✓9
<br />- - -� tdti i1167
<br />_r sue_' * *-
<br />_ -or STATE OF ' -
<br />:4=
<br />s O.s� . FCORiOA .G,;��
<br />6355 N,W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-153���tp(3$T,W-1531
<br />COMPONENTS
<br />FOR REGULAR
<br />& LIFE SAFETY STORM PANELS
<br />(SCALE 1/2- 1")
<br />-
<br />15 196' (TOTAL W10TH)
<br />-
<br />- 15196' !TOTAL WIDTH) _
<br />_
<br />12 500- (FIFECIINT VIiDIll)
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<br />- 1 3P0' -
<br />-I 3'0 -
<br />- ,.350- - 500-
<br />`.500-
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<br />0.03e' WN i.6CA - 1.350• -
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<br />.-. , .350�
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<br />END .IF
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<br />INSTALLATION DETAILS
<br />FOR REGULAR PANELS
<br />(1: & IJA
<br />END CLOSURES DETAILS FOR
<br />INSfAU,ATK)N IN POURED COMM
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<br />Itilt
<br />CASE F (PLAN)
<br />COSTING STUCCO/ AT WID00 PLATE SPACER I I _
<br />.OGD BANG
<br />SHEf.TS 8 & 9)
<br />SCALE 3/16.I'
<br />e NEW 1' .10E . VARIES a 1/R'
<br />I. 1.
<br />ti.(iT_L_F9_RSO.MBINAT70N OF SEfj2Dj15'
<br />AVM TUBE DR I' , vARES
<br />' Pe7 w olo PLAT SPACER
<br />' - BEHIND iRAC,
<br />1 ,
<br />1
<br />TOP & B0704 MOUNTINGS CAN BE
<br />c x
<br />11
<br />COMBINED IN ANY WAN TD sulT ANY
<br />CASE E (PLAN)
<br />SEE
<br />S?EDn"�'E D„ �I ' !
<br />INSTALLATION
<br />SCALE 3/f6-1•
<br />s,EnS
<br />I + I (� " -
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<br />LXES'NC POURED -- '-
<br />- MM. SMcc. _F,M"TH B .'
<br />.� EI �' ✓y:
<br />FLORIDA BUILDING CODE (High Velocity Hu
<br />core Zone)
<br />- CaNOR'T ANc14,RJ __ _
<br />(.Q ,CIET4Rr I I/? .
<br />PN vane • .) }• „O,
<br />CONCRETE CA .AR ..I[[F A11. TO .0
<br />CONCRETE BLOCK EARN.-- pE WE1Tp I'1µ
<br />REWIRED .Pon NL1cF
<br />2 •.
<br />r NO 44167 '•
<br />A]0]0 TLLl[C0. RP-
<br />20 GAGE GALVANIZED STEEL STORY PANEL
<br />D,y,� e„
<br />x`
<br />SECTION X-X
<br />SCALF 3/a-"
<br />* -
<br />3 -a•. ' • - `
<br />—
<br />- �•. GLOBAL PROTECTION PRODUCTS, I.I.C.
<br />e' "/
<br />DETAIL FOR SPACERS REQUIRED
<br />AT TOP OR
<br />Z_
<br />% 9-'. s TFOlt
<br />IL ECOIea.
<br />eao a.. 6
<br />@QQOM TRACKS ADJACENT TO
<br />STUCCO/WOOD BANDS
<br />°- O ' R ►, h�
<br />r(S •.. :RID
<br />a1
<br />331.ET
<br />70'zc.' nu.Fr I[srlWray 171d� MO cawANY RAVE. R I,- (
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<br />"M, ,I,I.npllt` �f'L`i''��R -TER A TlufT dr., PX
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<br />DkANNC N,
<br />°fir J °I
<br />PRODUCE EVAILATIONREEORTNO 20-072705 2
<br />2.2. TEST REPORT%-
<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 03/11/02 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 />Largaespeda, 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 OKRA-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />23,3TRU0TURALMINEERING CAi,CULATIONS
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length Va. 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 12118/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tllllt, Jr., P.E.
<br />3 MISSILE IMPACT
<br />RESISTANCE:
<br />Large m' Issrfe Impact under section 1 809.1.2 of the Florida Building
<br />r9ulidin Code as per
<br />Pa
<br />9
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WIND LOADS RESISTANCE:
<br />24 Gage Galvanized
<br />zed Steel Storm Panel ha
<br />s been verifie
<br />d 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 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 />- _,� � A,;IT.IQN,
<br />I.
<br />� ENSF �9 "y
<br />_ --1:n:44967
<br />V i q'' •
<br />STATE OF ,'¢• a
<br />A ���`' '. I. k, -
<br />Or F........../OMID .•'�� r`
<br />HS /GNAT E G��+`�c
<br />S'N
<br />C I ( 1 46L#a 1 I
<br />S 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 />B. MATERIAL CHARACTERISTICS AND 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 />O
<br />7e LIMITATIONS AND ITION�ri tv CONDOF 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 J
<br />prepared by TiReco. Inc_ and signed and sealed by Walter A. Tillit, Jr., P.E. 11
<br />-11
<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 Tilteco, Inc. (Florida CA-0006719).
<br />- ��� ` tiCENSi....;P'%s
<br />- I Z ; IttT 341ti7
<br />WAggT7��T�•pp ❑❑��
<br />Da TILTECO ADNION RECORDS t P E. REPORT.201 GLOBAL PRO{f, f4N PRODUCTS, L�`
<br />GALVANIZED STFEL STORM PANEL \ DRWG # 20-1751 REPORT #'."727.p ,p PEAD 10
<br />1/4, 2/4, 3/4, 4/4, 5/5, 7/5.
<br />1'Al 2W/10, 3W/10, 4W/10, 6/5
<br />5W/10, 6W/11 & 7W/11
<br />3. o"J, ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS B At 9 YAz_
<br />_ __.I.
<br />1- MIN FOR WOOC SEE SECTIONS ON SH+EEYS 10 A 11 - ,• .N
<br />(_ _.. _ - ._- --_ __- __
<br />O O O O
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<br />. �: .,BOLTED PANELS ill/ 1/4.-20.E--
<br />: (SEESEO PANEL S :(
<br />'I 'SEE SECTIONS AS : 5.5. M.S. BOLT WC )RLA„ 3/32" -
<br />O EA
<br />WING(SEE
<br />APPLICABLE) _ EC APPIAR _
<br />SECTIONS AS APP r LE (SEE L..AB
<br />II)
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<br />D.M..®.®,®+ . ..-;-- _.
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<br />_ 3- MMANA 1 /4, 2/4. 3/4, 4/4, 5/5, 7/5. _ r wN _
<br />1W/10, 2W/10, 3W/10, 4W/10,
<br />5W/10, 6W/11 & 7W/11 +6/5
<br />_ ANCHORS. FOR CONCYETE SEE SCHEDULE ON SHEETS 6 A 9 _
<br />FOR WOOD SEE SECTIONS ON SHEETS 10 A 11
<br />REGULAR STORM PANELS A & 1A, ELEVATION
<br />N T.S
<br />1/4'-� GAP
<br />267'
<br />(MN CN`E)A AP -1 'WHOLE VALLEY, I'
<br />I
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<br />- _- - --- — - — - __ - - - - - -__
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<br />NAX GAP p:`•�F.P. p:.. I j
<br />�h
<br />Jq ?�P�'` EN '' . FLORIDA '',. FLORIDA BUILDING CODE (High Velocity Hurricane Ions)
<br />No 44161 = "°n T'n`D' INC 20 GAGE GALVANIZED STEEL STORM PANEL D
<br />- : -- N.
<br />SECTION A -Ai * IF x„i--. 4�- _ GLOBAL PROTECTION PRODUCTSLLC. a"a`,ri030
<br />Nr5 : -a•, .ATE F� W.if f L- IINI< .evo s.r
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<br />INSTALLATION
<br />DETAILS
<br />FOR
<br />REGULAR
<br />PANELS,
<br />& ,JA
<br />INTO STING POURED
<br />CONCRETE
<br />OR CONCRETE
<br />BLOCK STRUCTURES
<br />POURED CONCRETE
<br />AQURED CONCRETE
<br />POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />OR CDNCRF1E KOCK
<br />OR CONCRETE Bt OCK
<br />REQUIRED DRICkm At4'HOAS
<br />(SEE sfh@Rl ON
<br />REWIRED
<br />'M A,C+NRS
<br />RECUIRM,
<br />CONCRETE ANCHORS
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<br />-
<br />FOR WOOD SITE SECTIONS ON SHEET 12
<br />" MO. 2 67' 3' MR,
<br />, • Yin (MN OhR.AR .1 MNOIE V EYi t .. tp �2 K711 Mn
<br />D.N. �ao 01111,11
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<br />-2 MAA i OF It'X , `Nn ANCHORS. FOR CONCRETE SEE SCHEDULE ON SNEEI 9
<br />d FOR WOW SEE SECTIONS ON SHEET 12
<br />L E� �� �u -N MAX _ -
<br />IeLwN ED I LIT REGULAR STORM PANELS ( 'k Q ELEVATION
<br />mo'cu i i SCi4LE J/32 =
<br />-E_- I LE-- '-C I lir Max. GAR
<br />'. ' , 'SOD' , 2 67'
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<br />O 12 1/2- C2C CONCRETE AIICMRS A �--�' \�i�`�-/ \ / L�� \
<br />ECNEREIE ANCHORS (SEE S.)— ON I'.• MU, C>Ap ,. FFF
<br />COHCRtTE SEE SR5 STAGGERED ON
<br />s,En R) �11
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<br />ROC. WOUIREED SCALE 3/3< -I'
<br />MITE 9.00X CONCR
<br />mou"I.O REOLVRED
<br />DIRECT ANO WALL MOUNTING DIRECT AND WALL MPUNTING DIRE .-MOUN MO
<br />INSTALLATION INU6"Ailo INSTALLATION
<br />SECTION SECIJON 9 SEC
<br />SCALE 3/8-,' SCALE 3/8-" SCALE,-?dAAI.L.
<br />E.D. - EDGE DISTANCE K1E_fOg_CMWJIDa_Qf_$LaQM5.
<br />(SEE SCHEDULE ON TOP At 80"UM MOUNTINGS CAN Of
<br />SHEE- B) COMBINED ,N ANY NAY TO SUIT ANY
<br />INSTALLATION.
<br />rl n FLORIDA BUILDING CODE (N ph Velocity Hur ca a
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