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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page I of 2 7�*: Llo,�Ua D,epamnT e�itq "CIS Home i Log in 'User Registration # Hot Topic ' Submit Surcharge Stats&Facts Publications j F"C Staff SCIS Site Map Links ; Search 3usinte•s � Professi nal Product User al USER:Public User Regulation Pnxturt nni roval„t1;r >Product or ang)irn Ion Search>npolirathtn 119>Application Detail FL r' •L11968•R3 Application Type Revision Code Version CiED Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodrlg uez@easternmetal.com- Authorized Signature Bill Feeley Irodriguez@easternmetai.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory torn Pane Compliance Method Evaluation Report from a Florida Registered A a Licensed Florida Professional Engineer J' Evaluation Report-HardCopy Received t� Florida Engineer or Architect Name who developed the Walter A.Tillie Jr. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Frank L.Bennardo,P.E. Validation Checklist•Hardcopy Received Certificate of Independence FL 196S R3 CDT 2ninnaneisCl.ndf Referenced Standard and Year(or Standard) Standard Year ASTM E330 2002 SSTD 12-99 1999 91�Y`�T'y Equivalence or Product Standards -P Certified By Sections from the Code �f►� Product Approval Method Method 1 Option D http://iA,ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/23/2015 Date validated, 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# IModel,Number or Name Description 11968.1 0.040'Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to provide (2.25'Deep)-Non-HVHZ-Drawing hurricane Protection. l Number 15.042 Limits of Use Installation Instructions Approved for use In HVHZ:No PLI t4$8 R3 It EASTERN METAL SI7PP!.Y-INC. RRL46.1S-G42 q,4f Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. ! Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile.Max.span is 12-0'for+25,-25 p.s.L and 4'-0' Ft.t 796E>R3 AF. EASTERN MF I AA1.Stj9PLY INC. P.F..R_ DAVK:.15- for+125,-130 p.s.r.for sections 1,3,.4,6,7,8,SA,9 and 11.See 042.pl sheet 10 of installation drawing number 08-145 for other spans and Created by.Independent Third Party:Yes i pressures, f11 11968.Z 0.050'Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to provide (2.25'Deep)-Non-HVHZ-Drawing hurricane protection. Number 15.044 Limps of Use Installation Instructions 4 Approved for use In HVHZ:No ELt19.6.–moi FAST- N META(,5U1'PLY 1NC. DRWL„'1,--O 44 if Approved for use outside HVHZ:Yes Verified By:American Test Lab.of South Florida Inc. i Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile.Max.span Is 12'-11'for+30,-30 ps.P.and 8'•2' FLI1968 R3 AE FAST-R +lam.SUPPLY P.E.R. 7PVIG,15-044,pj for+75,-80 ps.r.for mountings without W header.See sheet 5 of Created by Independent Third Party:Yes Installation drawing for otherspans and pressures. 11968.3 24 Gage Galvanized Bertha Steel Storm corrugated galvanized steel storm panels retained or not by tracks to Panel(2.25'Deep)-Non-HVHZ-Drawing provide hurricane protection. Number 15-043' Limits of Use Installation Instructions Approved for use In HVHZ:NoFL 114t' R3,� AS'*FttN M'TAF._J,;�y_pRtl3.AE-t)aii-L4! I Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by lntlependent Third Party:Yes Design Pressure:N/A Evaluation Reports I Other:Large Missile.Max.span is 9'-8'for+30,-40 p.s.f.and 7'-2'for F1.1 1968 113 AE EASTERN METAL SUPPLY tNC P.E R, DRwG IS- +70,-80 ps.f.for panels mounted without'H"header,See sheet 4 or 043.pdf installation drownrig number 08.142 for otherspans and pressures, Created by Independent Third Party:Yes J 11968.4 Clear Bertha Storm Panels(2 1/4')- corrugated polycarbonate storm panels retained or not by tracks to t Drawin .Number IS-046 provide hurricane protection. 'Limits of Use Installation Instructions Approved for use fn HVHZ:No FL 11968 R3 1t EASTERN METAL SULKY INC DRWG.5=046 rA' Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. `( Impact Resistant:Yes Created by Independent Third Party:Yes 1Design Pressure:N/A Evaluation Reports Other:Large Missile.Max/span is 10'-0'for+28,-28 p.s.t A.S.D.and FLI 19(,S R3 AF EASTERN METAL SUPPLY INC, P F R_j}R4lG.-1 4'•0'for+105,-1 io p,s.f.A.S.D desgin load.See sheet 3 of Installation046,0f drawings for other spans and pressures M Created,by[Rdependent Third Party Yes Contact Us::1940 Ranh Monroe street Talhhassen F 3 394 phone:850.487-1824 The State of Florida Is an AA/EEO employer,Copyright 2007-2013 State of Florida,:1 Proracv Statement.::Aaessibllity Statement::Refund.Statement Under Florida law,.emall addresses are public records,If you do not want your a-mall address released in response to a public-records request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mail.It you have any questions,please contact 850.497.1395.-Pursuant to Section 455.275 (1),Florida statutes,effective October 1,2012,IICerUCC5 licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.It youdo not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click frere. 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SECTION 5 scar:1J6 _r INSTALLAT — SEC_TION 6 INSTALLATION — SECTION 7 — SECTION 8 sutc:aie-.r srAtr:aJ6-.1_ �:s s•. f- 1 -soenrs two Ar a.�raas A.Ar 6e r/�y-zo sx r•I4PW I r �eoc©J Q as rhe m rr ass roo ca r s:vvurr:xt ro GfAzI .=C MX MIS Mr J14'041J2TXK HMO 14rdVX SORE WJ fDAM AS M AVMS A2 I 'B A2 fS10Ta I t/!'M2D•J!;• L 0. 0"VIM?" •rRM/CrMar=TS Ali:,ffl•6.1/d'nt�C HE{a 5 co`A I Y.-IG C�xtrr o T 6 UQt a scr>trT v/tttC:ar AS rrn nmc.Az c i (WIM 1) - L000 1 1I tow / AcIr fm coLf"T"cr sccaovs u ` I - wut/rtoas/c�^✓Hc AW.Vicc SLCWHY cur fit• p::liiu}}lei vrierr L'W6A'm W AW Mr W SUr,ANY r18TK(ArtoN. FLORIDA BUILDING CODE(Nan High valocily Nurrleano Zone) [sx swxrr/m s+ �1SF•'✓•�%� ozors rzrtm x 0.050"BERTHA ADEEP)LUMINUM (2STORM PANEL rRt. .25" a,sa BY., FLOOR MOUNTING INSTALLATION -0,,.. ou=yrs EASTERN METAL SUPPLY, INC ate — SECTION SA scur:3/a-a r 4 _ I L E O l Ht. �ll 11.J.111 _ �r` Harr rL rma s o+rRr[mtw wwrAHr �' .m.+.ree.s.n.rc r+':.a u rxs nmrea ngf2(sar)ze,-x:at 5uc tsst��t-n;e 15-044 �'-�Q•' FL �t�'>0, •a'L� .w`nroHwrrof+�+n_:sn sc. +moo P.L �rr•m ��� iip"t{�^i '•f,��ttt� RdF.Ot tY !1167 9Rr7 I Or 11 .���ir$lllfltlP,ptlttt�t. +warm cavcwm & �' Pam c vc= OROR CONCan ROCK WAU VIAS J•. tCOAF-T 7E BZ=ret. 7 3-r J.OAf 3iO3 rt-14 d3 CddfYrEfE 6LOQf bOGf-!e At14Y Cast dWrt Ai4iC Wi[j FE°C6tO 6a&A16 AUO O!.L Q a CAVCld7C Sco-�" 25 A j—CRS A !•A.A. oCaIrRm OR Miti L/ All xsr-REOMMAIMAYS a4®- fl2'r 2•x.aSS' Mi778iAtt'REC ItCADG1310 4'x.!15' �J tD Yr S•x.1G4•:9fa5-Ntl.a?E04f-t6A{t°YCorot.AEm.r+n u J 27 OR(t l!t -a7.wre'.7tru-nrs. ShEIT A47A a$ro. e C. Q.c J•x�•w.On• trrxr � +d 7s JtoS-J+tJ Mace!-7s,actor CASE A (Plan w/.mmuT ca,e.0 m anKXr J , sCgie: t/o- SE B, Plan,) CASE C ( la„p;� CASE D (Plan) a r. Ir".. r/a'- r' scruh+• f/a- r' END CLOSURES DETAILS ' +- MAXIMUM A.S.O. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" FOURM OR CONOR COrR"F cwr. SCH£DUL£ FOR A GIVEN PANEL SYSTEM . , (CRN` "O".) mnram-r 'al oa tcv7E-%ux ALL soue-s.�a +rut nmtxam ,\ rbr.Ama t.iTCB) (sFt'sor..ouit'FOR sr+ACr}c) i t \\ ASO.r t(r) // i -SW CA- �w PRLSSWr R4 TAO l t+urracw arlarurs. (0, J Ab4-- w 11"=W/01 rarvravc w/ n va+nr w/ 7r'trcte[it(sj arwaca� mvacvmr�e,0 � r +M.0, -30.0 12•-11• i �, r•k-rxuv i ------.F +30.a.-3s.o is'-rt• tz-rr' tz"-tt• rruvav�u i " ro CLASS ! . to.°tAss. t 1 ✓432 - +40.0, -4.5.0 f P-2' t r=2' !1'-2' stue° +45.0, -50.0 to-z to'-J to-7- C0 . U� ,\, m� CASE E (Plan) It OOC wattt0'•-0• / RCOa4tID+55.0. -60.0 9-7' 6'-6' g=7" COtxfSECTION ® STUDTVP. TOP/BOTTOM 9=2' 7=4 s'-?- Iff -SET VP&WILhT. ALL 101,SOVIO +65.0. -70:0 g•-g• 7-z• 6•-9• f s[imur FCR SpAcm) �O i�i�rt tftiirttt WALL MOUNTING INSTATfdAI.T J'ra�, +70.0. -75.0 6=6' 6'-8' 6'-6' . �.••' '•.'! .� FLORIDA BUILDING CODE (Hon High Velocity Hurricane.Zone) SECTION ��� �Gti1SF .2013 , 0.050"BERTHA ALUMINUM SYORM PANEL ruL +75.0.-80.0 8=-2' 6'-3' 6'-2- SCnt£:3/8->a t?S•: j ��-25'BEEP) dery el: 0.4�1D : �txMub+FweL u�crt is s'-o. /717 EASTERN METAL SUPPLY, INCXI,5 ®test. 020 MST#?mas om+r ! �... - trtttr rCsran a rNc+uFLxeDm cavaavr r'A7 ruev rraar,rL ,a F7.uYE ttatl?M-a.'ai ru fsasstw}sr a-tats 15-044 xz mv, .••�' Ly y\\� E-0@20719 {..•V )`it�;l`-,�a� W",AL A.71•Ir•'h P.f. rea 1'a A r�0tao�aw"am �AXIAlUM ASD DESIGN PRESSURE RATING sf) AND CORRE PONDING MAX/dlUM ANCAOR �`y`r ..•�R. BCMSa4R UAZW V FAVL 1fACIff ra4 A rrirN T �' S sagusr ov.."E°arr t 1fl SP4Q&lC SCHEDULE FOR INSTALLATLO a.d mcE 0� _..���J CONCRETE AND CONC_rrEm�^ Rr.r�Cu.srRUCTUR•5 u5 MW AACNXrs SPACW MR r 0,*•3 CO xmea utifi9A' u14?wu,viG,4' SPACM FCR G a ; J IA-•• -`- Prrr E y aTw mD f4t OrNIftYr vtK-M StffID-SEr RVSW4ft5 rF Lw-r/C• semms j 3 PAM ccomROMINtM CVIt-W SpLID�i7 C ,tAP-kt� mumw tnr'rx r4rtssuRE Rm xa r 4tu ry m m ro ro m m fa !a ro ro ro ro - or rNo1 2•(f1) ro ro to mro ro ro ro m rn+ C.%C-rr lusswr cxwaen rlaafaa'm�rttrr'wAsaxr a7rxnr ucsauar CO,AL1r 199>W W.V=blk"Dwr msr"MKJ="cow=Nci=u0 wr cmamm 1at5arNr -.''�. � 71• - 12 + - t2• - - - r2' /1_ 1(lop) E• - Y++ - 9' - - 12• - 6' 'iL/t1j f \lam. 12- 6• 121Pr 12• 72• r 12 12' 12' J2• t2' T J,9f(BUttUi!) r2' S• rr'+ to' 72• 4• 7,2' 12• 12' 9 712• 9' s• 1.s+(BJrmAs 72' - 12•++ _ 1• •- f2• ri• 1z• - r2• - .2 9f(w) r2'. 4•++ - 12• M - 12' rr 12' - 91 - t2' 6' 12'++ fz' 12• s' - 72' 22• 12' T z(wrtttfr) 72' S' it'tt to' 1z' -_;-.._....,.._.__ 12 9 112• 8' s' flax 1' 6' -�12'++ 1' 12' J' - - 12• I 12' 12• T 21(bomw) 12- 5' if-' l0- 12' 4' - - 72' 9 112' 9' V3* +-Ua-fall 71• - 12'+ - 1. - - i1' - t1' - J&4.(roof W_.o• 0,-&0 12• - I1'+t ,• 12- - - - T2' - 9' a..._......... -... _ �,_�70 f7' 6' t2• !Z' t2' S - - f2' J212' OR12' 9OR 12• 6' f212• r2' a' - - t2• iz' r2• r 4(90r/QN) 47S.a-1Q.o ras• 1f �+ 10• r2• 4 - - rY 9 1%2• 9-- fT++ - 72 - - - JS• - 1?' - 5(rRA) 1a' - Ifr2' 12'_.. 6' 12.4 L�t2' !2' t - - i2' 't?' 12' 7' 5(BOrraw) 4' - - 1I' ?8 t12• 9' 6' S wrmm) 5 _.._.__.. _ ro• - - - 10• - - -' 12 - - E 6(7trP} e• - - - e• - - - 10 1/d' 12- - - - 6(6 MW) -6•_.. _ _ _ 6•. _ _ _ g• _ _ _ (SOnW 7• - - - 7• - - _ to.t12' 7 1/2• _ _ _ 5a 9oT/tW 7 rm 12' 12•_._.02' 0 arp/wriau _ _ _ 72' - 12• 12 Ir 6• - - (rOPj80770x 9 r/z` - 4' - 1 an-) _ �.+, s' - - $• - a z r�2' r Cop} if' 1 4- 9't+ 6' IY J• 77 tT 12' B' 7 rjT`• 4- 1.8t(sw;qu) !0' 3' 8'++ T 10• J' 12' f2' 12' r 81/2' - 1.9tmimm) SX' i 9'++ r2• 11- 12' - 7 f/2` 2,9+(!0.?) !0' - •Y+f - i2' - 12' 72' T2' 6 lIr - Z.94(I0P) it. 4- 9'+t S- 17• r - - !T- 6- 7!j2' 4• 2 00170u) for 3- S-tt r 10' 3• - - 7T ..' 7• 6 r/z• s r/1` a(&=M) It' 4' 9'+f B- ..tY 3- - - f?' e' 7 f/2' 4• 25(8017W) 10' - rd" Y 67/1' 3 t/2- 24(60ir05c) 354-4ao /1' - 9'++ - it, - - - rS' - 7 f12- - 3&4 crop) 435¢-609_T0' - "6'++ - to- - - .• .12' -^6 112' - 3&4(A-) - — 101r• 4' S•+t e' it, 3' - - t2' 8" 7!/2' 4' 3(rROnOx) >6=0• 10 r6' J' 8•++ 7• ta- 3r - - 12• 7• c r1r 3 r12• 3(xmw) 1350,-600 It- 4' 9'++1 8' tr' J' 4(somw) #75A-Bao 10" 3^ S'+; 7' r0' J• ( - 12' Y 6 r/Z' 3//2' 4(@37TOa!) 1r• - - - 12-.F - 7th (7°')___.. rYo 10 - s'++ - to - - - f2' - 6 1/1• - 5(top) 9-r !7' C 9'++! 8' r1' J' •^ - 12' r 7 1/2' 4' 5(80770x) 9• J' B'++ r' 9• 3• - - 17• �s rjz• 6 r/2^ 3 r/z' s Morlaw) . 6 112' - - - 6 frog) s' - - - 6' - - - 7 r12• - - - 6(top) 7- 4' 4' �� - - sa sorroN - - - - � s+7 eonou i - 7 4• � - r - s t/2• - _ a• 12' 12' tP- 6' - - � - - - .- ...i,..v- 6• 12' 12' 12' e' (TOPIBOTIOY FACTOR + 0.4r r ppm Ammw o1R ALL powT swo-S:7 Auomm mq Lmwim arno 19. 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