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<br />TILLIT TESTING 6 ENGINEERING COMPANY
<br />___ ---..I - _ ---.- .. _ __ _
<br />WAT IrRAL A. nLLrr, 111t., P.O. dIK,r4QBoI.CCrn
<br />YLPILL.- ."INT Ft.L_V&1`1~11
<br />PRODUCT LVALtJATIQN_Rt;RQRT
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Pare6
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Protection Products LLC.
<br />4800 S.W. 51 Strew
<br />Davie. Florida33314
<br />1A PLIRPOSE OF VALUATION:
<br />This is a Product Evaluation Report issued by Walter A. Tililt, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LEG Rule Chapter No.
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />Professional Regulation.
<br />This product is t)elng issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with tne 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />,_EVIDENCE $U13MITTED:
<br />2,11, PRQIJUCT EVALUATION DOCUMENT I P, ED, 1,
<br />Drawing No. 20-176, filled "20 GAGE GALVANIZE D 5 I EEL STORM PANEL",
<br />M)Rpfn 1 thru 211 of 26 prepared by Tiltaco, Inc.; signed and seated by Waltor A.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part � A ,Qp,is
<br />Evaluation Report. ,"Al It?, AN
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<br />- - , � No. 44167 - -
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - Phone: (305) 971-16 �,,, SSI, ` - -iOIIGOY
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<br />22-TEST REPORTS:
<br />Large missile impact and fatigue load llost$ were performed under Protocols TAS
<br />201, 203 as per section 11326 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Rarx)rts # 96-669 dated 08109/1996, #96-570 dated 0911811996,
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />IbI Fenestration Testing Laboratory, Inc. reports N 2032 dated WW1996 and
<br /># 2126 dated 10/0511 D98 witnessed by Gilbert Diamond, P.E and Report No
<br />0219,01-09, dated March 4, 2009, signed and seated by Edmindo Largaospada,
<br />P F and HAnry Hattem, P E
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />�
<br />signed and sealed by Frank Grate P.E.
<br />Z.a-STRUCTURAI ENGINEERING CALCULATIONS:
<br />On 20 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 1616 Of the Florida Buildinq Code Calculations prepared by Tilteoo. Inc,,
<br />dated 11/03108 and 03/12115. signed ar)d scaled by Waiter A. Tillit, Jr.. P E.
<br />3. MISS IL19 IMPACT RESWAN-C-E-
<br />Large missile impact under section 1628 of the Florida Building Code, as per
<br />TAS 201 Protocol
<br />4. WIND LOADS KF,3ISTANQF=
<br />20 Gage Ga;vanlzed Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 8. 10, 14,15,
<br />16,19, 25 and 28 of 26 of Product Evaluation Document (P.E.D.). drawing No.
<br />20-176. Maximum Anchor Spacing snail be as Indicated on sheets 8, 9, 10, 11,
<br />14. 15, 17, 18, 19, 20 26 and 20 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 0125, of Piuduct Pvmluaiion Document
<br />(P.E.D.), drawing No. 20-1176. Minimum separation to glass shall be as
<br />indicated rin sheets 8, 14, 16,25 and 26 of 26. of Product Evaluation Document
<br />IRII cl(awhilq No. 20.176
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<br />Gocea, !ffi. 0.31 IN CASE WAT PPEQ4SI STOW OR PRECAlff CONCRETE PANELS ',Orr."l IAH .M fi(I,QWI,� OF MIWI - I..,
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<br />111ft. PAhW) CUPPIC WAIA. ANCHORS, S4�!. fir LONG CUMLIGH 10 REACH THE WA STRLICTUIRE BEHIND SUCH Npi"
<br />I STORM PANOIL 34OWT5 llztA r ;;AAIUAT,DH 'X)Cu,QEhT (P CD) ,iAS, BEEN YEAkrut roe ' 11 rs ,v ANckoRMIE SHALL IR As IR,, r*Ku ,, I, I) II ih ft 21 !
<br />&4C*OOANM WIN THE 2020 (?M [Dt,YIN) OF PHIF nDI WAINK CODE 'c) 1.2 EMl1&_VX9 jffi_AftUY;tAMYITY..y w= WE. I
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<br />M WIND LQB= SHALL 01 DIEPERNANED AS PER SE PILMOF THE ARM INWCNFD CODE. ,:*O TAPCON ANCHOPS. AS WALWACTURED BY I 7 W " IA I 11:
<br />#AtIT WIND SKEO AS REOLPRIO BY 14E ,0"SDPC1AOND*nWMNE THESE SHL"TEAs WE I K INSTALLED AND , -10 PANELMATE FILINALE ID AND PANDULATE PLUS AftZHoR' A% "IPKI.41, V, III0 _0`e1I001CT1oN FRoDVICTS
<br />FOR A 11MCNINA! ft' iAC!nk ".O ft USNC ASCIE 7-16 AD SHALL NOT 1XCITO THIF NiV0IFjLN4 (" o) 11, W' SCRM PER "DSL
<br />DIO-H M4111- _N.� -IrD (AA 1-11 I I-. .1 I., 11. Iii. 11 A, 2. I . . I ..,., - _P A3 NwM+D,JT[D w ALL "` 3cft.. III . Y'r_` 11
<br />IN ORDER To AN" rht ABOVE COKOON tAIoNAA1 DASKA ~ L," oLYrFNW,r[, 1-�� Aj,j 1-16 C 1; bVIIINQU Dftt�,f.0 IL!K�,. �'. ,� .1 ( 'A 'APt,Q,, ANCAM SK eE 1 1/2. AND I. " EECo P. LNAj' '... L � Sou IN rest ADDUCED TO &W OEPW INNO 6QAQS ffY WA:IIALIAG :141V LIV 09 ft QADLR ;LL v_L ,<
<br />col"AARE THESE 111 NAVA (kllo) OEMY PKS$LfK RATINDS INDICATED ON IFIELYS I MRIJ 12. 54, -_- ,t -� 4 ;( AND P"xkwf 11MAJ,J, .�
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<br />IN .Vr4`A 10 RHEA OIA AN,,room ON I- of a AS 'TSITv WIVE NO, QVF,R qfrn�sl(ll A 33z INCREASE A4 ALMARS STRESS
<br />TOP NO LOADS TH WAS LIM AMD At FW ANAI vA IA-W. NPAC� 1� III000 HAS flln. OFTFININIFID W PENCIPAINNN MO Mcco 5". of covsoffiu) As PART OF THE REGUR111 T..PfAw FIEN177;WoN
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<br />DA ACCORNCE WIN NILS 70I9 C,j) WHINLIM fl_�,f (A% -A*:, C�f I.N.�'"-*S, INIb TiOrit SHALL K AS INDICATED IN rAM DRAWING
<br />STOW PANEI'S ADEQUACY FOR 4~ MO PRO RESISTANCE HAS BEEN v(WIED IN ACCORDANCE %1III %VC*11DN 1926 Or
<br />THE ABOVE B1EN7aX1) CODE AS PER HURRICANE DIGINCTRINIG A, TEST" W REPORTS 96-5o 96 5 III, A vt "f! AND c 4) how" PIDIET1111,10011, OF WOOD suwwl %4N, N ", 8' 1/4' d 220 scFwws USED so" of 1 1/2' LONG miAI
<br />"TNESTRATION TESTING, LAP W. REPORTS 12D32 & #2126 , AS PROPO(.'OLS TAS-?ot. TAS-2o2 AND IAs '03 SHMID STUCCO EX46T, AND I' U'AtAN.At 14t .N1. .111 .% 1TWTC
<br />11 -k'.t " -1 M 1WO EP14N I;AO 01 " rIORIGA REPARI IC*19.01 -ft. AS PEN TAS 2111 INS 2af AND
<br />T 1. M, , _ I 'Ilrdl1ll c S) . rAsr THAT PRECAST STONE. OR PRECAST c4LAcA,o4cFwTx PAK". Sju.,c.::-.,-r� LI, -,y, f,.,W�F. Pr r,,.INO IAH ,.I. MONC I
<br />CHOPP, TO " - ,-Ar,I,-. -
<br />I I I 11 'V W,1 "I"1W ', NE N-1 AND TEWPER (tWQFSS 'NFII,F -Ifill SEE SHIW 2 AWI fORAn! SHALL BE AS NEWTONO IN C 1), C 2) * C 4)
<br />3 ALL AL,). -NW SALT ,g,. ,,'At, A; I"'I", L,,,kl -Vt ,,l a k.,J'I (O7 ANCHOR' SHA, HI INSWIM r'XLCWK &I �,; M *FCOV&Arha4TIO0A$ AID SPECIFICATION$ OF THE --, I 1W. 1
<br />A Ali SILL SHEET NICUL PANCILS 5"No. HAVE STALAOURAIL. OMM $TELL ASt4 A-43J GR" So 1044"M C-M " PANELS WAY ALSO K INSTALUE, I
<br />-N, .7iff] :1FWNAT14)h */ry. %55 kil (Ana floum)� NONIZONVILLY fOULOWft, WIAL�I! ' -,L.� ' ','I' � ON 5ECTION J NRDVC�f I 0 (3HIECIS 4
<br />T"rAjG4 6) DIC[PT YW KEA" QD Ak 0 $HALL Nor sr ,.,%E,
<br />z ALL scpm To w vmwrss sTrfL M4 LIN 3 I 0 MSi W IW S r* (,APQ',A* ki •:4$;ANT C-C.To cmeal STEEL As PER 4 IT $MN t tie I H1 W "PONSIOk"T Or THE CD471WMR to V1ERFY THE SOUNDNESS OF 'I'l 510.1 V'01! 11 I 11 � , � .. 11 I-f I
<br />ow 50016 "� bo � liko �Irhr["(" A"c to ", TrNw ';rRthI't1j A �Wl cONA A/ fIDAAVA SUIID-K coot
<br />SECTION 24 1 3-34 ATTAC"Er If) 460 1 '"n' A4CTAAWA THIS SRJFTER SHALL ONLY Sr ATTACHED To COK *171. BLC,1.r I
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<br />0 111I IV BE A5114 A3DI WvAWLD STEEL. OR 4'%' 304 VWS SIWM STEEL. WITH M 6j. "NUU11 "1716
<br />sIREKT. 10 EACH RIX" Si,A,A -'"I, NA -I, Ili14. (1AII 9 -0 THROUC), 12-4'. AS PER SECTIONS 6, 6. 9 & iO AN.
<br />P ANIIIIIQRS TO WALL $H.AA BE AS FOLLOWS " it TOW ON Sb*kl' 1, 4 .j, 1) R[5.ftLTAA_,r, 5�� HA14 A 'ECOLE AND READILY VSW MARwJK WST*v.',., :,
<br />W" "A'Aalf .-I1rIArT TO SECORE �." A(WAQLAAAX PORICITS OF NAINICANIF IANT.INC
<br />,Ai 'o EXIStt,eoVsa) I.Q..K201 I I I-E INSTALLATION CONTRACTOR IS To SEAL/'AV,. AA, '411111' L APW*M: EMS *"CH RUIANN IN Co'liNuous coNTAr,' *1
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<br />/4-f TAKOR ANCHORS AS MANUFACTURED W t.T* 61AILDEX. Pit (W 1*1192 9• ) THE ",-LAW TO P4114! N r),IIAIH INFO,rWN
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<br />L / _- , 1, swo "HoRs, AS DismIATTED BY ALL POINT SCREW. 1100 A SPfCk4,r, ', A : STORM PANEL WALLAT" SHALL C(AAX� 01, :PCC', rAALA:iu . !.S O.A*TNC PIVS AN' SUILD-G -No ZOWIG RLWLAI*NLS t',, " .3000 L , � , DQ(TROCO ty TIE AA*DCTIOH VAIM ftRNTI A *0-11!11 !I,
<br />- #14-to PARE,Wr[ r[�;. I, . .TA',"- " '; 1-11AIIAS. AS AIWIOEV L` .1�0 '1301SINUCTION PRODLICIS '- ' FT'*" EWLIATION DOCUMENT (PtO') PNtp*M 9' I.% ENU.'.C. LS �.jht*� W,,(." "I ANC " ,N _' N`)R_- j
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<br />. '. 3350 PA')1.1 L I ICN A Gil 4COIC PaGjrITT. ;e WHERE THE VITT CONDITIONS DEVIATE rRom THE PXO
<br />- 1/4-t cr TAP-OPIP AND#DRS. AS WAHLFAL11WO ft' lk-FAN, I`GRAAOeAnON ("Xtn ,
<br />A 1) BINNALTB EMBEDWITI or TAPCON ANCHoft INTO POURED CONCRETE SKV � , T E I-) C-11�1 r '- X --oI,` r- "I' UIU�, HLATCIt -0 �1-11 NIC1QCA 11f WE" ..11 - .'.,
<br />_L EE 1 3/4". �1- 10 i,1,,AAT, F � BALED ON r,' N r C � "C�IUED Af/SHE DOES NOT W�Mlr rRop, THE C 40TIONS WAKrD a" THIS V()C.VQENt
<br />15 AND PANDIALTE PTA& NO 1 1/4' FOR Or TAP-ORP ANCHORS CLWSTWA`•�.N WFTY AT SITE K THE CONrEACTWS 1i[SPONSEHYY
<br />A?I I`ACXW 6 SO�*C ""OPS SHALL IN EVKLUO 1/3' MID THE POURED CoNCIIIIENE NIL' Lx91.a1t,;f ,Nlo (c1 IAA PWNrT N&WANA4 DOCUAITW WRt RE CYw9LAEAFD INVALID IF MOCIFTED
<br />I'll, '.I) J, , BE PERW"ED 1/4' 0-20 SCREWS USIA SHALL RE 1 1/2' LOW 1119n11BEA1 SHOLXo 51w,c(, 1.,t .
<br />ND I' NNVW NOR WALL- IIHTH � STUCCO. APO WET K HOME SCREWS OR AU T41W.AM 5CROV� A 'I, LAL i0 SITE SPECW�W' IC �POACTN L RE PAARO ITT A tLQQ1DA RECISUREC jNCINXIEA OF ARCIOEV IANCA WALL attawE THE
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<br />A 1) W:A$r THAT PKcAr iT,AL Yfty�,&S; r.QKRrTt poArLs, PAvur, STucro OR w000 BONN" Ex 11. I M CN�GINM SKAU %~ TO 1W% ATIYR THI SITF 1PLILIFIC Q"WKS �OQ RA�qW
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<br />Ft COAL AWHONA, SHAUL BE LONG FHCA4• TO REACH THE NW, STRUCTURE BEN% ', , �, I
<br />,.� S ANC MCFWX 5tskl. I* A� WKI)ONED IN A 1) A40 IN A 2). 1.) Tier,PED 51IA4L WAR 'HE DATE ME, ORC.AkA& SEA' "I 51,4^IIWt Of THE -AbFESSTCNk
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<br />CAL. IN ARCIADIIS, .S IAAWFACTUWM IV' DERALT III (AM 1',-'-'00 A.; ) S� i K PLACED FOR CVEXY OPENING. UAKUNC TO COWNt.v W1 H St(TVA, 1 4 II .,
<br />- 1�1^ : A 1�1* I Si MOW" , Dov"RejOEID BY ALL POW smw. 11GLI III %pEr^IY Co. �A 4.1ow CODE
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<br />- f,4L. 'S I,AAAII'Qt . A-0 PMtLWALTE PLUS ANCHORS, A& V~ACTURED I" LLCQ CON51144T,0" rATF or rLoRw
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<br />9.7) CALM -IA III SOUD-Sr ANCHORS SHALL OF ILMULDIXG 1/8' KID F.,C CONERM &_QCK VNIT NO tU�8tftril 7_� . /-,-- �
<br />IWO STUCCO Skiku. III[ P040TTIID 1/4. 4-20 &CREWS V-AO SHALL BE 1 1/2- LONG IfiNftAP0 a� cl 11 1��- � � PRODUCTS, LLC. '""
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<br />TAS'. AM) '�- hWPNL&I FOR WALLS WITH NO STLKCo �qr
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<br />SECTION I SECTION
<br />II., 1.11-1 $LALL ,Va-I SCALE 316-1' SIAA1 3/a."
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<br />� = �r I I _EIDQE DISTANCE
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<br />CONCRETE . '%�., � i * .*
<br />REQUIRED. - � T V, . . . J, "167 : Z � TIMM W :
<br />wITNI-11 _� =_ � * : __ : 20 GAGE (iALVAN1,1710, STEEL STORM PANEL 11.L: .. ,
<br />1., .I III, .,
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<br />, ,�- � . 11LIECO INC-\10LOSAL PROTECTION PROOUCTS. U.C. SAII: .
<br />CIJUNG AND FLOO MOUNTING " R., - ontoI 1.1, ... �, 11
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<br />6, MATERIAL CITIARACTEMSTICS AND SPEC]IFICATHOMS:
<br />Shall be str'ctiy 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 spectifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26,or Product Evaluation Document (P.E.D.). drawing No. 20-176.
<br />7. LIMITATIONS AND CONDITIONS OF USF_.
<br />7.1. Stiul; W btLctly III 1.umpiidv,,,u with (3-moural Notes No 1, 8 thru 14, Indicated
<br />on sheet 1 of 26, as well as General Notes X 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 T1111poo, 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 Flonda Buildirg Code
<br />7 3 Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures
<br />Product Evaluation Report prepared Oy Walter A Titift, Jr., P.E. (Florida License
<br />No 44167), President of Tiltsuo, Inc. (Flonda CA-000671 9).
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<br />VBATILL
<br />D1 TILT CO ACNION RECORDS 1 P. E. REPORT 201 GLOBAL PROTECTION PRODUCTS, LLC I, 20 GAGE
<br />FC GAILVANDitU STEEL STORM PANED ORWO 9 '!O-1 76 1 REPORT 4 20-0729.0I
<br />--� - , t1JLEC0 INC_
<br />TItLrr TESTING & ENGINEERING COMPANY
<br />WA UTE, Ft A. T1L IJ T. RL. 11 F_ .PRO I EVALU I 11 I - .. I! : I
<br />� --- ATION PQRX " I A t 'I, "KII I
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27. 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm PanelF,
<br />PRODUCT NAME 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Products. LLC
<br />'18W S.W. 51 street
<br />Davie, Flonda 33314
<br />1. PURPOSE -Of FYALWION;
<br />T his I,-i Product Evaluation R000rl issued by Walter A. Tillit, Jr., P.E. (System
<br />10 ll 19061 to the Global Protection Products, LLC Rule Chapter No.
<br />61 G20-3, Method 1 D of the Flurida Department of Business and
<br />Professional Regulation
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at least equivalent to that required by the Code
<br />This Product Eyalualiuri Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2,11 , PRODUCT EVALUATION DOCUMENT (P.E.D.„i:
<br />Drawing No. 20-175. titled '24 GAGE GALVANIZED STEEL STORM PANEL,
<br />s"els 1 thru '18 of 18 prepared zy Tilteco, Inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an integ,w,r !�, �1, Q, is
<br />Evaluation Report "I'll .,,,- �41"",
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<br />6155 N.W. 16th Sinect, Suite 305, Mium. Florida 33166 - Phone (305) 871 !*��XA,
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<br />- I— .___.__._____ .-.---.-- . - _ COMPONENTS FQ_R__REQWAR _& LIFE SAFETY . � _5jQRK PANELS I (5( At F 1
<br />15 IH- (TOTAL WIDT)IJ I., M.- VoIk .,W�)
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<br />END UP W/ "EMMiL LI(A "� 'h* HFADER 03 'U' HEADIER �� ANGLE 4A ANLLF__Wjjd_SjUrj AIR, AC-WtT
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<br />INTO EX15T!N-Q. _?IZ��TE OR CONCRETE BLOCK STRUCTURES CCil' �_ADQK LOR VjM
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<br />__ �.11 -.11 � - coNAETE DR �w , - ..., .. . " -
<br />. CONCRETE IIKOC, TP. �. -I- I - I * 1 20 GAGE GALVANIZED STEEL STORM PANEL
<br />Iw __ I . - ,;� A � r zit .. ' . - .wn "LIM, FAr I I
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<br />XiIN SECTION X-X - , * i -
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<br />. -C SATE OS � , - / I I L I E C 0 .... \ GLOBAL PROTECTION VAIV
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<br />DETAIL FOR PAC[Ra_ - -P'. .�i .- � L. 51 � RE jEQ_A OR - I � ,� , S.a,*�,
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<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 Flonda Buildirg, Code Uniform static ioads as per
<br />Section 1709.8.3, per AST M E-3 30. Test reports prepared by American Testing
<br />Lab of South Florida, Report* 0814.01-01 dated 03111102 witnessed by William
<br />R. Mahner, P.E., Boriz Moroz, P.E. and Honry Hattem, P.E. and Report No.
<br />02119,011-09, dated February 25, 2009, signed and sealed by Edirrundo
<br />Largaospacia,PE and Hattorn. P I- Large missile impact and cyclic
<br />Henry,
<br />loadings per Proloci.ilsTAS 201 & 203 as pet section 1609.1.2 of the Florida
<br />Aiiilriino r,ndp Tr!ot RApnri prprsrsud by Amer can Tasting Lab of South Florida,
<br />ReporlNo 1123.01-10, dated November 23,2010, signed and seated by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13. 2009,
<br />s-grad and sealed by Frank Grate, P E, as per ASTM E-8 and Tensile Test as
<br />per QC Molaflurgical Report No. 1OKIvI-1 318. dated December 1. 2010 signed
<br />andst,�aleid by Jerry JaClOfano, P.E. as per ASTIO E-8.
<br />2,1-STRU01URAL ENGINEERING CAL-WLATIONS;
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs design
<br />wind load, as well as maximum anchor spacing vs. dc.9ilin wind load and panel
<br />length I on rational and comparative analysis, ,and in accordance with
<br />section 1604 of the Florida BuIldirg Code Calculators prepared by Tilteco.
<br />In(;, datod 1211 8!10 and 08,I270 3 (for this revision), signed and sealed by Walter
<br />A TIIIIII.Ar, P F
<br />1_MtSSILE IMPACT RESISTANCE:
<br />Large missile impact under section 1809.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WIND LOAl2 j F STANCE:
<br />_3ES
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shall be as indicated on �;hrlels 3, 9 10, 11,
<br />12 and 117 of 18 of Product Evaluation DK�cumnnl (P.E.D.), drawing No. 20-175.
<br />Maximum Anchor Sparing shall kv, as indicated on shoots 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 tl�aen verified for code compliance to
<br />work as d non -porous Storm shuritter assembly, as per SSTD 12.99 Standard
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<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 />B. MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />Shall be sUicify III du�,uiudTv_v, will, Guiiefui Notes and Components moicaleci 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 I of 18. of Produr.*
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7. LIM ITATIONS_ AICILCONDlTiONS Of _M:
<br />7 1 Shall be strictly in compliance with General Notes No, 1, 8 thru 14, Indicated
<br />Of, 3hool I of 10 of Product [valuation Document (P E.D.). drawing No. 20-175
<br />prepared by Tilleco. Inc, and signed and sealed by Walter A. Tillif Jr , P E.
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined cn section 1620.2 of the Florida Building Code.
<br />7.3. Product shalt 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 Tifteco, Inc. (Florida CA-0006719)
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<br />for compliance with the 2020 FOC 7th
<br />by Debra Anne Klahr PX2300
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