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ERODUCLAVALVAUOY�Rkl'LU" i 204172il 2
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<br />TILLIT TESTING & ENGINEERING COMPANY
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<br />0, MATERIALCHARACTEWTiCS AND SPECIFIC-ATION&
<br />- - _ - -
<br />WA! TER A Ill I rE, IFIR., RE tiliecutio"I.Com
<br />Large missile rl
<br />� ci and fatigue load tests wore performed under Protocols TAS
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />TLI'I1,L-1.A1I47
<br />201,203as persection 1626of the Florida Building Cende liniforrin static loads
<br />sheet 1, 2 and 22 of 26. of Product Evaluation Document (P E.D.), drawing
<br />'ll 1.1--m.ww"
<br />as per TAS 202 Protocol. Test ril prepared by Hurricane Engineering &
<br />No.29-176. Anchor specifications shall be as IndIcAted on sheets 1. 7 and 21 of
<br />Testing, Inil Reports # 9"69 dated 08;0911996, #96-570 dated 0911811996,
<br />26. Of Product EVOILIC1111i Document (P.E,D.). drawing No. 20-176
<br />.
<br />MDUCIT&ALUAT[ON REPORT
<br />#96-T30 dated 09120/19ge. all three signed and sealed by Hector M. Medina.
<br />P.E., Fenestration Testi Laboratory, Inc. reports 9 2032 dated 04flOI1998 and
<br /># 2126 dated 1010511998 witnell by Gilbert Diamond, P.E. and R-9pl No
<br />7. LIMITAll AND CO DITIONS OF USE-
<br />REPORT NO.: 20-0721111.01
<br />0219.01-ii dated March 4,2009, signed and sealed by Edmundo LaWosi
<br />P E and Henry Ha"PrIT, P ri.
<br />7. 1. Shall l w1i Ill I wmpliancIs with General Notes No. 1, 8 thrill 14, Indlicateal
<br />DATE: July 28. 2020
<br />Tensile Lest report No, Kilti-I 97 ny OC Metallurgical, Inc., datrd March 13, 2009.
<br />on sheet I of 26, as well as General Notes 9 I thru 4 and I I th(i 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-176
<br />PRODUCT CATEGORY: shumm
<br />signed and sealed by Frank Grater, P.E.
<br />prepared by Tifteco, Inc. and signed and sealed by Waiter A. Tilld, Jr- P.E.
<br />PRODUCT SUB -CATEGORY: Storm Par*k
<br />2,3. STRUCTURAL ENGINEERING CALCULATIOA1,
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel langlh,IIA.. da,%Ign
<br />defined on section Iii of this Flonda Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maxin.um ancl-or spacing vs. design wind load and parel
<br />MANUFACTURER: all" uM LLi
<br />length based on rational and co,inparative analysis, and in accordance with
<br />section 1616 of the FlorldaBulkiling Cods CalculatilonspreparedbyTifteoo. Inc.,
<br />7.3. Product shall only be installed Into poured concrete. concrete block, and
<br />4WO S.W. 51 St"
<br />dated 1 110-:Q8 kind 0311 ?J15, signed and sealed by Walter A. Tillit, Jr., P. E�
<br />wood frame slitructuros
<br />Davis, Florid@33314
<br />I. PUB ATION:
<br />I-MMSILLEPAIC-T -9 E31ffAhKL-
<br />Product Eveluartion Report prepared by Walter A. TRIO, Jr., P.E. (F lorl I_Hr�ense
<br />This is a Product Evaluation Report Issued by Wil 7`11111111t, Jr., III (System
<br />Large missile Irinp,.id Under section 1626 of til Florida Oulldlng Cocla, as per
<br />No. 44167), President of Tilteco, Inc. (Flonda CA-0006719).
<br />ID # 1906) to the Global Protection Products, I.I.C. Rule Chapter No.
<br />TAS 201 Protocol
<br />"W.W.""',
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />4. WIND LOADS R
<br />," 9, Pk T14 Z Nz
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<br />Professional! Requilatlon.
<br />_eSJ5JANl
<br />20 Gage Ga!vanlzed Steel Storm Panel has been verified 10 sustair vel
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<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures Maximum panel length shall be dS Indicated on sheets 8, 10, 14,15
<br />16,19.25 and 'Ili 26 of Product Evaluation Docurnient (P.E.D.), drawing No.
<br />4? ....
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<br />_� a � -.� 44167 'N
<br />��_`P"`7 - , -
<br />bow verified for compliance In accordance with to 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose irdendod
<br />20-170. Maxl;�.'m Anchl:�F Spacing shall be as indicated on sheets 8, 9, 10, I 1,
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<br />1 1,14 "zo 'ATE 3"
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<br />at bast equivallerit to that required by " Code
<br />14.15,17.18,19,20 25 w al X. of 20, of Product Evaluallor i Document JP.F.D.),
<br />drawing No. 20-176.
<br />- I .'
<br />� - ��_-.�Z,, - " ,1271
<br />1 40 131� -
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<br />........
<br />Thiq Product Evaluation Report shall be subject to review arid revision In case of
<br />, NNaNAL Ill
<br />a Building Code change dud may siffect his 111rinkiftnis and conditions
<br />5-AS -TALLATION:
<br />elliEl
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2_eVWVWdF__4yAME[=:
<br />ishest33thfu 7, 10 fl,iv 20, 23,24aiid 2ll 215. luff"tuduct EvalluationDoc,unient
<br />VHAT)L,
<br />O � TITFICOACNION RECORD8 IF. E. UPORT.2C MOORE. PRO I "Cli PRODUCTS. LLC% 20 GAGE
<br />LlJWDUCT EVALUATION DOCUMEWr 11P.E.D.)
<br />(Il drawing No. 20-176. Minimum separation to glass shall be as
<br />GALVAINZW b I LLL $10111101 PANEL% DRI111011126-176kRePORT 12.0 0128.01
<br />Drawing No. 20-176, tided "20 GAGE GALVANIZED STEEL STORM PANEUI,
<br />indicated on shil 8, 14, 16, 25 and 26 of 26 of Product Evaluation Document
<br />ahooft I thru 26 of 26 prepared by "rifteco, Inc.: signed and liesled by Waftr A.
<br />(P.E.D.), drawing No. 20-1 76
<br />Tillit, Mr., P.E.; dated 07128/2020, This drawing Is an Integral part j EQNS
<br />"'I,10111mill,"
<br />0011 It'I"Jill
<br />Evaluation Report. I
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<br />I GENT'RAL NOT : I . I., I'ASE THAT PAI STW - � _11 :1-PrIE P-" I,- - 1� . � � W -II.E. - T.IF
<br />ovm_ FOR 211 OAK omwwmcm-xm" �' !'�;' II41 ANCHORS $HAILL BE I- ,`� - IQ REACH THE Ariel �1, , -1 l r '�,,� PAill
<br />. Ill IM FAX(t '.I 'Ill, - I,15 PRODUCT MURIlDel j(�l,-INf I'll "AS GaN ,i`Ehl %, 1 �Cf IN -'. 1 1.� Iff AS WHIrIONE111 11 L I- 1 821
<br />ACCCRD4NC1 Al '.,I, .' - �,Il, EDIT") OF P4f FLORIDA I,'FII( COOE IQ 'i; �Ai'., I,,, IT_,'. y", S?1c" _�Jlal - , ; " 11,11�
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<br />OESZN WIND LOAD$ SIML-4 III 6 11 kUlkil AS PER Sli 10:I,ll 1- t,14M WNTIONILD CODE, : ;/. It I "', � I IITI� As MA0,11w.cIlvol v P, � ,-,,.,, �Nc
<br />� FOR A WIND SPEED AS Rl I ' 7--t .-IIINSDIC.11ION WMM 1-41',l - �11 " -K I W INSTAL= AND 14-10 FAINL.' I . -, I KI ATIO PANCIMAI 11 W 11, 'L "' I' NAAFAA�71ARUI W ft�r� 11 L I I I. T, I
<br />tM A CIRECHOMALM FAMOR -4 - , -' I.",,, A%([ e, III AND SHAII Ntl I I, � l INE MAKR" (AS 0) 1 1/4'# EAG SCOW, I -I" ,: I
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<br />.I. IRIXII IF, �TWTF`I THE ABOVE C 1 'I! �; I �I. I I I IMI TE DIF S44 Al � AA92, I I � �, -LP PER ASCE ; - I 6 L 1) OPTIMUM THIRCADEIL ,11,1;, I1,11a, NIll RChX ef rARCIDN AN, ,, I , - .. l,c 1 III2, AND 2* P)a Clcl I kIl."'. I , j
<br /> l " l` """C"D To A'SL' �` " " " tAln of MiArriEftig; I'll l - 6'. clrimr, IQ AND PANCIIIIIIII rlMAkI �.
<br />Lr " ll - .. ilSlo) Ql��11 1'.I�,I'l 411,.,n. NDWATM ON SNUI,. r :.,,I,, ,� ,. ,� ,6. ,9 A 2o
<br />:. I, M� - �A ' 'NFArIFrI FICNETAI IV ll. �. 1 NTO TN( WCOD rRAA1( 0 I! �- I "' '.'2' MO THREADED
<br />IN ORDER 10 W-W 1 11,17 -.)N% 0. THIS PC D AS Till "I-ItL N�T OYER STRESSED. A 1-14 "'11111 " A ,,,A'Mf fLtIll-I 1�1, II.TQ ',IUCCO SH&L, Err ,,Fl,,,,,F,, A� �M? OF THE RE(PAll ',,��,Fzl, IENE-l"T10%
<br />Vill I OR IMNV , �'. ,AT We USED IN THM ANA1,0; t4!R5 SPAl TO Flerl NA� IMI, 1. 1_11,1� .N
<br />AccoRVATII.T *17-1 Ill ,� : - I 3) M NMOM ' '-� �; ��W( OF LAC SCRILIPI, N' * I': 'Hell RE AS INIl ,N ' ' ",
<br />11 4, - K I I- I � III MiACT AND WAND RCSISTAAKI, la I I I `,, VERIFIED IN ACCORDANI Ill U :: � . ,, � 1�
<br />II, ., ,,,.,, _ ,,,.), ,,, PEP Numicelmil E.rrRNr , ,,. � ,,,G INC REPORTS 96-S.2 1. , I 11 -lo AN. C 4) ... .. , " ,V I'M oF wow sull S-:.',. _1.1�',S )/4' 4-20 SCIl - ' M ' '12" LONIC Uk��
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<br />-, " I ".. "lle I- -171PORTS 12032 A #2124 ,� I.!. '4LS rA,5-70t, TAS-202 AND I&$ ,�' - ,T AND I* milteAp, .11H AD STu=
<br />.I. ,.,, � ,. ,.,I P,4'. 11 I� I ,`li, �T SWIN RORIDA REPORI 4i I', I )" A'; PEP TAS 201, TAS 202 AW, C 5) IN CASE 1 - `;-A,',' �'Dftt� OR FARECAST C.-, ""I �WO. STUL'�O OR W�.� 1,, - IIII FO,�l Llk THE EXISTING
<br />,A:. , . 11"(1 , MAMA. ANO., - .V l.I`4 C.OLKA, It, M A, .. I _. �,_`Merrl� OD-11 Ill -, '',
<br />2 A,�L .,AAINP'. 1.111'Fr"' �' K &)63-TS AULOY AND IFEWIP. Ill'- . illlORMSI No'll M SHEET ,' ANCHORl ' "It 11 I$ MirlITIDNED IN C I � I I A, , -1
<br />3 ALL ALUMINUM S"ffl Mir. ", A I,ll,l SHAiL HAW Pl lt,' (0) ANCHORS SNAI 81 NTI-C III-LOROIC ALL CIF ll� I,� 140AWNS &IC 'RICCIFICAIKA' -1 -i� -H`R5 MAPALWACTVRITA
<br />4 ALL STM SKET M11AL FANi�' .
<br />ITOLLED). F-,,�,,i 6) LOCEPT THAT HCAD(n ; ALI sNALL No BE vsrr
<br />` - I _":A21[LRw QUALFTY v[,� . lI IS, 4AAm so WINAR.A." ll 60 I ., �IHECTS � I
<br />GALVANIZZED Slill DESIDNIATIO. R""', .:IM"'..." ' "'N"L5 MAY ALSO K INS71ILLILL 1q11I:"'I)NT"FT I(Xitoal ,�', IF , NIAIS SHOWN OR lf�;Ioll - r I.,
<br />5 ALL S"M M K ST NUES$ SlIrti 1� 4 ,, I � 6 SF RO 00 COAPIO�)tl M bISTANT CDAMD CARBON 7EEL A3 PER I ; ".. I IN THE RESF'4N.S*,� 01 - I I I.-TRACION IC, VDIR-Y T.E :r , " I,[ "I '34 IN[ SIRUCTLITE *" ., - I I, ll� Lf
<br />DIN 50018 W/ 50 I,,P Y*tD V"ItNt- W W I., TENSILE STRIENCTH 6 belle, :Mly W/ 11DIROA 9U4DftG CODE "A(011 TO INSURE PROPCP 11,1 -1-5 SWJPCrr SNA,i -t, I- I �. .FD To COMCWTTE. 8KC, I �, . - - -I
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<br />III IALLI� IU M Allier A-JOI 5,MI-11- _11W. CA AS, 30. Sill ',;-'Il� 701ILL, WIN 36 k1l, MINIMUM ,,,,
<br />STRENGTH TO EACH ATGV'-AP 'I I Nlee - A'.. Ill LFAll OVER 8 - III "'-,l% "I II -. A� PEP qf,T�, , ,, , . T�. -I- ALIFIRMArl A.
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<br />7 ANCNORS TO WALL SMAU 61, A� FOAQVIS " A I- - .NEOS ) 6 & 12 RESPECTNELY -A_ . A -El AND rill PII .1-.11 11,15TRtICTING. 0110MER I710I
<br />TINA" Ili ,I� ll"I �S IRIPH .MC.W -I,I ;-, F�l DI..eldrl PEFtmS Or ,I 1-11 - AlININC I
<br />(A) To Q4TI*_KK=.GQeKRM I I IK NI I& I �-�,14 �XINIkACHDH IS TO SEAl �' �-Ulltk CrAODNENT Il 4, , ItMAI4 IN cceifflmtcus cow- A- I
<br />I 11"It ToCON AN04ORS 45 MOMILOACTURED NY '.I A Rl�li I � INC fMNI !'311112 PA, I IN[ !T,,1,_1 III i I`WWNT AlliCl/il ,ftMIW,,I; i
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<br />;' 1, .ma" P'.) PRIDVOIL'I I" ': I - Ir %'TIDNI WHOK Pffirell I, A�l ,1;' "
<br />0" , AAI. NATr 'rle4j, l 11 1"; L Me' MI I 15 ANIC"ORS5, A� -1, - 1, 'l INED BY ELCO CONSIFIRWil.l, "It, I i I (.) THIS Pilloal I � � - I X-Iliell III IF l .Ril I : � f, I �Nrllr .s GANEVic W " �., , , ! I mYcleeml
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<br />A 1) NIPPON EMKDVLNI LAI I'Ll ANCANDIRS IWO P0,,,Zf Ill-ETE smAll BE I �, " I � � - l I -If ITMWK I .. � . I- 'l'I$ PE-D MACMID111, ot,' ,IF " , 1 WAVE FROM THE ( 14 � I ,'� '�'�JD ON THIS DOCItIMENT
<br />rg AAD PANEWLTt PLUS ;,N;� ' 1,14' rOR OF TAI ,11CA% �01,'Ill -" I WTTY AT %PT 6 THE ,111lIl IS RESPONSIBEIrt �
<br />A :'I F`Ak I AN & SQ, -SET. ANCHOR', ,� I Ill I W* LUO 7/8' will Tt,! l-� , Rrrl CONCRETE: ND DiBill W, W IWS PRODUCT r0o.,A C4�X.tiMLAt WILL RE ~,-t0o� '1.41-'l I MCO,nEE,
<br />,� " , I " I FIT PURMITTED 1/4' 0�20 '��Irfh- ,= SHALL BE 1 114' L-1,l WINAITAre SHCKALD SrJCCD CPS%
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<br />AID M[NIV%f,M Clr� � WITH IQ STUCCO. AMj 4t HFADW SCRM OR All IH?tklf� "IffW5 WIC HEAD ' I, !� WIC"IC PROXCII& MHAt � 11 ' I� 1-4'rED Irl A FLORIDA ki'l IF I I W1110A
<br />Ilt" WTH .- .."I I!— IV, 11, .11-0,F) (KQ- � - .'It 1-- - -1 tPl, IN. 11111,'A - 7 !"Ecl �. A" !, ,,, I-1
<br />'40KA OR ,,, I I ' , �' FNGINCER Or RICOP:1 A '11, Al A DELECATED CNINE0 �% -
<br />I - 114 I 4 1 PRECAST STORE. M(WNT , ,l,l 'I '! 'MULS, Plyl STI.10 ,' ' -4 )0 CoAMPLIS BE rDEPMD ON '4� 'XC) 0411ill ,NA1 �' IM' '� THIS LATTER T.I, �,,7T '1 14- ,�RMATI FOR RI%TW
<br />"I I A. I 1; Fl� ANCH(AK SHAt eft - . �ICT TO FWJCH '71,T Ill ' ','�F qFHtND SUCH
<br />PIMIC� AN.-kA , I,- A� AS IIIIIN11IONED IN A 1) - I, A ?) , " I ' � r ','WL RUNI THE DAR -1-1 'Pe'l SM AND SK,AA!,tIl 'I " � tIOCIPESSIONAL
<br />fl,(,1141� '*I FirCCIR0 THAT 'Well
<br />(8) Ill Cowell ";It ll� L - ", , I 94) I- SrTM`rl -I�l ' ") "�Atll SHALL RE : '' - �Nftt L� " - I' -
<br />Ap"o" ANCHORS M WAI 'l , il, , 7 It Bull A, PAWL SHRIMP . .,, ( .YN SECTION 1709 S I I -I �,� IA 901ILDING CODE Z�I, -
<br />I"., . . I - CAUX-IN ANCII-el' ll-� --.11-C-I*M By DC*kf -1 '�00 P.1m) SNAAL SIT PLACED FCR E�)Fl '�NIIC LABEkM TO C'Ne- � 1 STICTION 17099 Z (,l 1�
<br />I ". I 1/,�b %DLID-SC ANCNOPTI. A$ ;Il lq�,' , ITY NA POINT SC.K*, l I, .'FrA,r Co I 'lle". BUILDING CODE
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<br />11, � `.I I M, Ir IrMAIL 0 AV, I�AI 1. -: Z �. '' � ANCHOPS, AS MAW * " 4L, 17 I L.00 CONSFRUCTION r `Ymrs Dw"ie". , " ;,-4, t ONLY K LISIED 70
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<br />I ILLIT TESTING & VNIGINEEPING COMPANY
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<br />22-=T REPORTS.
<br />Large misI impacload tests were performed under SSTD 12-99 standard as
<br />5. HSTALLATIM
<br />Installation shall be performed strictly In accordance with dertails indicated on
<br />WALTER A. Ell M, ? E, . illieot,40,�Wj %;VLH
<br />PROD IL CIT k.;i.?:Wll,,
<br />per section 1609.1.2 of the Flonds Building Code. Uniform static loads as per
<br />sheets 3 thru 8, 12 thru 18 of 118, of Product Evaluation Document (P.E.D.),
<br />,,.,.,'.".'l Y1TA'!Fr
<br />Section 1709.8.1, per ASTM E-330. Test reports prepared by American Testing
<br />drawing No. 20-175. Minimum separation to glans shall be as indicated on
<br />Lab of South Florida, Report * 0814.01-01 dated 03/11102 witnessed by William
<br />sheets 3, 6, 13, 14, 15. 1 5 and I 8 of 18, of Product Evaluation Document
<br />nEPORT NO.: 20-07Z7.02
<br />R. Mohner, P.E., Bor17 Moroz, P.E. and Henry Hattom, P.E. and Report No.
<br />(P.E.D,). drawing No. 20-175.
<br />0219.0i-09, dated February 25, 2009, signed and sealed by Edmundo
<br />DATE: July 27.2020
<br />Largaespall P.E. and Henry Hattom, P.E. Large rnissUra impact and cyclic
<br />loadingIs per Protooll TAS 201 & 203 as per section 1809.1.2 of the Florida
<br />0. MATERIAL GHARACTERISTIC lrw%ue.
<br />PRODUCT CATEGORY: shurneis
<br />Stilldino rindill Test Report prepared by Amercan Tailiffing Lab of South Florida,
<br />Report No. 1123.01- 10, dated November 23, 2010. signed and sealed by Julio E.
<br />Shall be strictly In auuLltdamm with General Notes and Components Indicated on
<br />Gonzalez. P.E.
<br />sheet I and 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />20-176.
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />Tensile lost report No 9CM-198 by CC MetrAurgical, Inc., dated Match 13.2000,
<br />Anchor specifications shall be as indicated on sheet I of 18, of Producirt
<br />PANEL
<br />signed and sealed by Frank Grata. RE, as per ASTM E-8 and Tensile Test as
<br />Evaluation Document (P.E.D.). drawing No. 20-ITS.
<br />per OC Metallurgical Report No. IOKM-1318, dated December 1, 201 0 signed
<br />MANUFACTURER: GloW.Ptoliectkiiii Products. LLC
<br />and sealed by Jerry Jaciofano. PIE. as per ASTM E-8.
<br />48DO S.W. 51 Street
<br />2,11. STRUCAM&EMMEERING CALCULAT&W
<br />7.-LIMITATIONS ANID-.00NOMR3 01: USE
<br />3314
<br />Davie, Florida &
<br />On 24 Gap Galvanized Steel Storm Panel for maximum panel length var de*n
<br />7. 11. Shall be strictly in oompliance with General NOW No. 1, 8 thru 14, Indicated
<br />wind load. as wall as maximum anchor spacing vs. desion wind loed and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />on sheet I of 10 o(Produot Evaluation Document (P.E.D.). drawing No. 20-ITS
<br />I.PURPOSE
<br />. -0-F-EVALUATION:
<br />section 1604 of the Florida Building Code, Calculations props red by Tifteco,
<br />prepared by Tiftell Inc. and signed and sealed by Wafter A. THIN, Jr., P.E.
<br />This is a Product Evaluation Reporl Issued by Wallair A. T1111t, Jr., P.E. (System
<br />ID it 1906) to the Global Protection Producial LLC, Rule Chapter No.
<br />InH;-, dated 12118/10 and 0&27/13 (for this revision), signed and sealed by Walter
<br />7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />51 G20-3. Method 10 of the Florida Department of Business and
<br />A Tiffil-1, FIR
<br />as loolined on section 1020.2 of the Florida Building Code.
<br />Professional Regulefion.
<br />IAMMLE IMPACT-RE31STANCE:
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />This product is being issued an Evaluation Report as desunUed herein, and has
<br />Large missile impact under section I W9.1.2 of the Florida Building Code. as per
<br />wood frarre structures.
<br />been verified for compliance in accordance with the 21320 Sov4nih Edition of the
<br />SSTD 12-99 Standard and TAS 201.
<br />Florida Building Code, and to verify that the product Is for the purpose intended
<br />Product Evaluation Report prepared by Walter A. THIN, Jr., P.E. (Florida License
<br />at least equivalent to that required by the Code
<br />4,.WIND LOADS-REMSTARGE;
<br />No. 44167), President ofTilteloo, Inc. (Florida CA-00i
<br />this Product Evaluatiun, Report shall be subject to review and revision in case of
<br />24 Gage Galvani7ed Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />'01IIIIIIIIINNO
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<br />q,�Jk A. 7111h4IN
<br />a Building Code change that may affect its limitations and conditions
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175.
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<br />* 1441
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<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />. * 2
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<br />57-X * I
<br />Drawing No. 20-175, tided '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />work as a non-pDrous storm shutter assembly, as per SSTD 12-99 Standard,
<br />MTILL -
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<br />l TOT TIACO A0111,1014 FIRrokos l P E. REPORT 20 I GWIl $-A'
<br />O&VANMED Vill STORM ~, A 20 REPM Kilni I �
<br />slinell I thru 18 of 18 prepared cy Tilteco. Inc.; signed and sealed by Walter A
<br />Tillit, Jr., P.E.� dated 07/2712020. This drawing is an into I
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