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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page I of 2 RCiS Home I Log In ; User Registration Ifot Topics Submit Surcharge S Stats&Facts I Publications j FOC Staff OCtS Site Map ; Links Search 3 nes �' Professional Prod:Public User uct Approval Regulation ATMIA= PmIttrt 4n irowil M"ni >Froduct nr A-11rition Starch>APplICatlun i.ist>Application Detail '� ssrar'.'"z", ,� FIL It '-`• � Application Type Revision Code version 2014 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 WeStroadS Drive West Palm Reach,FL 3340.7' (800)432-2204 lrodriguez@easternmetal.com Authorized Signature Rill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from Florida Registered Architect or a Licensed Florida Professional Engineer J' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,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. !Ci Validation Checklist-Hardcopy Received Certificate of independence F1;1965 R3 COT :7�inpanelcCi.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D http://www.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 05106/2015 Date Approved 06/22/2015 Summary of Products FL# Model,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. Number 15-042 ! +.Limits of Use Installation Instructions f Approved for use In HVHZ:No Fl,IIgg68 R3 It EASTERN METAL.SUPPLY INC, gRV4D'Ste- 4J&' f j i Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. lI 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.f.and 4'-0' f1j,1966 93 AF EASTERN MFI Al_SUPPLY INC. P.F.R_ (or+125,-130 p.s.f.for sections 1,3,4,6,7,8,SA,9 and 11.See40 2.ndt sheet 10 of Installation drawing number 08.145 for other spans and Created by Independent Third Party:Yes pressures, j 11968.2 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 ` Limits of Use Installation Instructions j Approved for use in HVHZ:No [111 618 R3 1t EASTERN(:1>:TA1,SUPPLY INC. DR1VGJ.5- 44. f j Approved for use outside HVHZ:Yes Verified By:American Test Lab.b.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 p.s.f,and 8'•2' ELI R3 AE EASTFRN.LjC:jA_t, PLY P.E.R._DY Vtfj_74-D 4,,p f for+75,-80 p.s.r.for mountings without"h'header.See sheet 5 of Created by Independent Third Party:Yes Installation drawing for otherspans antl ressures. 11968.3 24 Gage Galvanized Bertha Steel Storm corrugated galvanized steel storm panels retained or not by cracks to I Panel(2.25"Deep)-Nan-HVHZ-Drawing provide hurricane protection. O Number 15-043 Limits of Use Installation Instructions Approved for use In HVHZ.-No FL31968 R3_11 EASTERN L5ALPr 5A _kC....DRv�[_i.5�.k361L 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 I Other:Large Missile.Max.span is 9'•.8"for+30,-40 ps.f.and 7'-2"for FLI 1968 R3 AE EASTERN METAL SUPPLY INC P F R_SRW +70,-80 ps.f.for panels mounted without*H"header,See sheet a or }a3.nal installation drawing number 08.142 for other spans and pressures. I Created by Independent Third Party:Yes i 11968.4 Clear Bertha Storm Panels(2 1/4')- corrugated polycarbonate storm panels retained or not by tracks to l Drawln Number 15.046 provide hurricane protection. Limits of Use Installation Instructions Approved for use In HVHZ:No Flt 1469 R3 It FASTERN METAL SuPPi Y INC DMG t5.04r nor i Approved for use outside HVHZ:Yes Verified By:American Test lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes C Design Pressure:N/A Evaluation Reports I Other:Large Missile.Max/span is 10'-0'for+28,-28 ps.f.A.S.D.and N.119" <.E EASTEP.M METAi-SUPPLY INC P.F gR gRy:10 15- '+4'•0'for+105,-110 p.s.r.A.S.D desgin load.See sheet 3 of installation 4g_6,Ajg.( drawings for other spans and pressures. Created by Independent Thtrd Party Yes i Contact Us::1940 North Munroe Street.Tallahassee FI 32399 Phone:850.487.1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,emall addresses are public records.if You do not want your e-mail address released M response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,r.5,must provide the Departmentwith an email address if they have one.The emalls provided may be used for official communication with the Ilcensm tlowever email addresses are public record.It you do 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 It you arc a licensee under Chapter 455,F.S.,please click her_. Product Approval Aceepts: 9 RA El M;Cllrit\'aS f�i'titt::ti' http://www.floridabuildingiorg/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf.. 7/16/2015 covaza� NorFs: 1.SAXW PANEL SHOWN ON AOS PRODUCT EYAECAPON D"Aeff(PED.)tM&'OV WX=D 1LYR CLWPtZ0.4W W ACCORDWVE Nolen WN THE 7014(5M EWiON)OF THE FLORIDA RaOM CODE.77S STORM PAIJEL SHALL.bM BE DSTALLED AT FA;Gq VELOCITY at)AGMMLBI AIBEDUDO OF ZAPCO.Y,ELCO PANELAU7&AND CF TAP-GRIP ANCHORS WTD CONCH m RLOCM HUMWANE ZONES(4144,R-mor/8RowARD OOL aw). UMF STALL DE 1 1/4' 1 s/8'FOR 7NUC XMIN ANCHORS AND 1 1/6•FOR RED NFM DWASOLT SHE'S£ANCHORS OEXON wo LOADS MULL BE OE EWINED AS PER SECTION 1809 Or 7N£ABOVE ll!M NED CODE, 8.21 7/8'CALIF-00 ANOMRS VAL BE IXARELY QIDEDDW WTO ONE CONCRETE&OCH LUJ2 NO QBEWENT INTO STUCCO FDR A KIND SFW AS RLDUIRED Br THC JUR CnON WN&C THESE MARTENS WILL BE OSIALLLD AND SNAU B£PERMTIED. 1/4-0-20 SCREWS USED SHALL BE 1 1/2'LONG AONWUM SHOULD SIUOCO DM,,AHD 1' FOR A Dfi= XVM FACTOR Kd-a85.USAN'ASC£7-10 FOR INSML4706 UNDER 2Dr4 TBC,WD SCULL NPAUUM FOR WAILS WN W 57ULCR NOT 6O(CEM ANE UVaWM(ASO.)DEWGA PRESSURE PA1TNGS A'DKAXV ON SHEETS 5 7HRU 9. ON CRIDER TO VERHY THE ABOVE COA'D010NL ULF ATE DESC7l WIND LOADS DUMAWLD PER ASCE 7-10 BJ)A&JMUU SUBEOMW OF 1/41/x 3/4'AIL POINTS SOUO-Sf7 ANCHORS SHALL BE 7/8.TACT PC OMXWE BLOCK NO SPALL BE FORST P.EDI M 70 ASD.CEM W7ND LOA03 or Afml?pL.T7No 7H01 BY 0.6 W ORDER 70 EMMMEN1 AYTO STUCCO SWUL BE PDWRTD. 114'0-TO S.S.1NCON£SCREW USM SWU BE 1 1/2'LONG 70 COMPARE THESE W/MAX.(ASD)DMW PRESSLRE RATINGS 4Y wro ON SHLTi7S 5 TNRII 9. UMIRTM SHOULD$TU'X.10 EXIT,,AND T'U#WWl FOR WADS Wf711 NO SnAcm LL4)W CASE IAT PRECAST STME OR PRECAST CrA=UC PANELS BE FDUNO ON ANE D=TING TROLL.ANCHORS SHAM LTC IN ORDER 7D 57PFT' FO GOYPCLOADS AND A OR AOS.P.E.D.AS 7E'SD WN NOT OVER STRESSED..60WA A SEDT INCREASE LAW OVOITON TO REACH THE AWN STRUCRIRC SWND SUAN PANELS ANCHORiCE SHALL SEAS WDMAXED ON W70 AV IN ALLRWA N r NAV FOR WIND LOADS WAS Qpj USED W TPIE7R MtALTSS.A DrlRIUTON FACTOR W../.60 WAS USED FOR B.1 AND BS VCIOfM.NON HINT'FF57A'FRS W WOOD. ) )ABOYE: 57V M PANELS ADEQUACY FOR.4&ACT AND FArXW RESISTANCE'HAS&AZN 5'ERMV W ACCVRaU&E WTH SEC118Y 1609.12 of (c)ANCHORSN or USTAum FD(LOWNNo All OF TH£RECOM7D.DATMNS AND 57'EOTICOIDNS OF THE ANCHORS THE ABOVE N&MONED CODE AS PER AIL REPORTS if 0121.01-98&/0329.01-00,/052AOT-00 AND 10512.01-03 AND RER /'0617.02-01&AS PER S57D f2-99 S4404W..AND/0221.01-01 PER TAS 201,702&203. 7.PANELS MAY ALSO 6£ANSTALED HORIZONTALLY FOLLOWING INSTALLATION DETULS SHom ON SECTIONS 1 7MRU 6(SKEET 3&4 OF Z ALL ACUMINW MEET AM-AL PANELS MALL IA1:L 50.52-W7 OR M04-&W ALLOY. 7. LZVEPT ANT HFi4DERS& 4&5 S;mL NOT OE USED. J.ALL ALUMLNUM WROSOWS-,&L DE ALLWKW AS�/MN!606J-76 ALLOY&TEMPER UNLESS OWERWSE'NOTED. &IF SHALL LL INE R£SPQN96PJFY OF THE CON194CMR TO VEJdFY TNC SOUN0.%=OF ALE SIRUCIURE KNER£$NUT1r71 IS yo BE STORM PAtn CCWPQ'lEMS w4 5RWDED PIATC A S>•f4V CAP/FE PATENT Pr7:DWG A BED TO NASURE PROPER ANCHQCIOE aW 5HUT ER SHA L QALY 8C ATTACHED 1D CONMEM MOM OR WDLL FROLIC SUP R ALL SCREWS TO BE SrAM STEEL J04 OR J16 ALV SERLS OR CDRRORQY RES6DJf7 COATED CARBON 57M AS PER OM 50018 W/50 1sT 1TELD 57ROWCPI AND 90 Ami TENSRE STRENGTH&S1W1 COMPLY W/FE.ORNIA BU,IDNMT CVO.,S£CAOY 9.71 NE WSTALLAROW CWWC'OR IS 70 SE&/CAWX ALL 9allER OOMPoNENf EWES W DCH REUVN N COWPA US CONTACT KW THE 2411.3.3.4. BUIC24 TO PREVOYT WAWIfNN ANMWON.CXUR AND SELL W WM TRACKS ALL AROUND FULL LOWN. S DOLTS TO EE ASTM A-307 G&AM2ED STEEL OR A6Y JOf SEINES STAOIIEW SMEL W1DR 35 bN NASPMUM.MD STRENGTH. 10. (P)TMS P.ED.PREPARED By 00.4 DX AM S GENERIC AND OOHS NOT PROV.DE f7VF AW0ON FOR A SRF SPMnR:PR81ECr,•N.e. Wow THE Sur CONDRttNg DLS'ArE FROM ANF.P.EO. &ANCHORS nl WAIL SIAM BE AS FOLLOWS(WJL£SS ONL6TWSC NOTED) (P)CMRR4CT0R TO 9E RESPONWLE RVR THE`SRXCAON.PURCHASE AND INW ALIATION TNCLUDAc Ln WE7Y or 17Z PRO,=& (A) TO D3=VO POURED CoA171ME• CLOSED ON AUS P.£D.PRo410ED HF,/SN£DO'S NOr m24TE FROM nC CONDRTONS DEUALED ON THIS DOCUTAINT: - 1/4'0 lAPGL^N AM7P,J+2S AS AfANUF'ACTU77E0 BY LT.WW,BUNIOEY. WNSTREACWJ SAFETY AT STP IS AIC CON AACTURS RLSAONSRift1T1; 114'0 CF TAP-CAP Ne HORS(89UM SNUG-CON).AS AWAAFACIURED BY TRU-rAST COFPORAVO+L 1/4'0 TATUC NUIRIN ANCHORS AS.WAVFACnURED.BY POWER FASTENERS,INC. (q)AAS PED.WILL BS COVSADCRED BNAUD IF ld7t7?ED BY AYY MEANS. 114-0 x 7/8'C&K-1N ANCHORS ON£LCO-!P&f-.1. -Aviff Af4X*AS MAMlFACTUNED (d)SD£SPmnc PRQrE'C75 SHALL BE PREPARED BY A 2ORNM REGS07M ENGINEER OR ARCIrCr W1KW WBL&'COME THE BY POWER FA6'TCRuRs,CYC.AND FLM oDA67RUCMV PRODUCTS,RESPECIMnY. G=NEM OF RECORD(CLLR-)FOR THE PAWECT AND WHO WILL of PXSP0AWXE FOR WE PROPER USE OF AHE P.EQ 1/4'0 x 3/4'ALL FONTS SOLID-SET ANCHORS AS aWRSVW BY ALL POWTS SCWW.BOLT&SFCCY•L7Y COMPANY. ENaNEER OF RECORD,ACMr AS A DETFCAMD ENGNEE7 TO TRC P.EO.ENCr4mz SHALL SOOT To 77AS lArnn THE S7£ SPECIRC"WINGS FOR RENEW NOTES ,A1)UMArJA1£UREDUMr WNW POURED CONVR£TE OF TARCON ANCHORS IS 1 3141;FOR ZALAC NNUAI ANCHORS S !J/B;• (o)THIS P.C.D.SHALL GEAR THE DATE AND OR.W4IL SEA'.AND SA2N4 UR£OT THE PAIY£SMONAL ENGNEM OF REWR7 THAT FOR ELCO PA4NDJ07F ANCHORS IS 1 3/4'AND FOR CI'7AP-GBP ANCHORS S 1 1/4' PRLIWffO R. A2) 7/B"CALK-IM ANCHORS MOU BE VBWLY EMREDA''D WO nE POURED CCNOWM No ELBEI Leff tNTO STUCCO 11,SilJRER 9W&TACTURERS LASa SJAL.6C LOC470 ON A RFADU.Y LLS WVS25LC LOCADOY Ar THORN PANEL W ACCOA.OMCE 157tH SELDOM T71C.a3 OF FUKIM BUT&AG COX ONE LABEL SHALL BE PLACED FOR EVERY OPLNOLC MULL BE F;R4U$ 1/4'0-20 SCREW5 USED SHAtt[1E/ I/z'LONG A471tUUN SHOULD STrF'Vp F.YiS7 AHD 1- (ASUANG TO C016-4r WITH S£CTTON 1710.62 OF"it fT4R/8A SWUNNG COOS M=W FORAW97N N0 57T1LOQ A3)MROMUM ENELrrAFFNr OF r/4b x J/r ALL FONTS SOLD-SET AUCHORS SHAU,BE 7/8'WM nlc POURED CONCRETE NO OWDUENT,NTD STUCCO SHALL BE PE'RNMW- F/4'0-20 SS AW-HNE SCREW LSFED SHALL BE 1 1/2'LONG MINIULFM SHOULD STUCCO EMSr,AND 1'MTMM UM FOR WALLS WMI NO STUCCO. 44)W GRE rmr PREGCSr STOW;P,?CAST CaACRETE PANELS oR PAVERS LTF TOL.VAO 011 171E DUSTING WAIL OR FLOOR, ANCHORS SHALL LTC LONG ENOUGH TO REACH 7H£AWN S77rd'R R£BE RWO SUCH PAN25 ANCHGRAG£MULL E1£AS AND04MD ON NOTES A1)&AJ)ABOVE. THIS DRAWING S)LACL ONLY BE USED TO (8) TD V 57ANG CONCRn£&CCL TWYL- OBTAW PERMITS IN THE STALE OF FLORIDA 114-/TA-CON ANCHORS AS AAMJrACrURW Or LTW.EWMEX 1/4'P OF TAP-GRIP ANCHORS(55MM SW-COYZ AS AANVfACTURED BY TRU-FAST CQA1P"77OY. `` tjj11 Y(/Jf�lllrx 114-0 Z4AUC NOUN ANCHORS AS PAUFACTE RED BY POWER rAAENERS,INC ` 1/4'0 x 7/R'CALL-DJ ANCHORS OR Q00 mob&1e YANEWA7E'AS MMRU'A.IRMD `� �� ..• rJ �` BY POWER v FASTENERS,DJC AND FLQ7 COIS1RUcnoN PRODUCTS RESPEC7NELY. ...... f/4' x 3/4'ALL POWIS SOW-PT ANCHORS As OWRrstn£D BY ALL DOOM SCREW 64UT&TPFCJALir GOMP/JrT:,4' FLORIDA BUILDING CO (Non High Veloc/1 Hurricane Zone 1/4'0 RED HEAD DYNAB&..T S11F r ANCHORS AS AtWWACTURM BY LT,W.SUWAIIX 1`10.44167 _ 0zns rr3tvO,e4x 0.050'DERINA ALUMINUM STURAF PANEL NAL EASTERN METAL SUPPLY INC L EC .� `<;�' [ ��{,/,`� •,��: IO�T6�. .�>�DT� ' • r`•Su '�� netR rLS71NQ 3 G'GMiLRRHe t'OMrANr r PA?Y 1YA74 FL M40 . !,•! 1 i?A7 rG` qN�` xso xe x17/Aa, Hr..�¢wcx.c ma¢n mAu HrA+'C(56020-521t A*(RarbR1-ma 15-044 IHJf1ft/1ifHWItµACtt .av-.M r AxPWn•riW raas+a u, W'AUERT A4 N]l y.P.E m rFnt rA' OPAMJtC.Ne flLStDs fR. 41767 9187 f of t! 2 70 11aa-(MAL 13 (IDYL-WO N —z170' '.� JKV•4 2.170- {70 t- rzau-prar mr mrW t-aaro (mrerM.ong-� r2a I I X50 I.SN• 1.700- . /.SPO' /SQO' 2X0' Rrn + au+sc apt( I 1 r:n_Lonr(r") .R.r2s- T R ,r .77Y .270- R,LV' _ ar2S + y .res•r 3L90 rus'� � .1� w `�FULL ALUMINUM PANEL W/HEMMED EDC£S z200'� IT'HEADER 23OY .vc2 r.y-r• Film-avm rs7nV a'wO"a mzm) 3 'h'HEADER O 3'Mor. 'U`BUILD DL? -r2mr(unrmr e (t 7=,v wwv-1 x c:.iro"•r• .r r.srn• r.Sm•—1-n. asor I.J00• I-W .z/.' + �: �� J7 0 S 4 acv* +n 3 ®50 RoEIRArMSS ED 'F'ANGEaaLh ULLALUMMUM PANEL W/O HEMD MGM vHALF ALUMINUM PANELWHEMMED EDGES .TRAM saw•Ia� _ m STORM PANEL 07 a/8"B. O. 7�A 314-B. 0. sr1 Y•r,v1•,• ® 3'ANGLE Bu1LD OUT F' TRACK f TRACK rale- t f-,oyr' BRACKET rxcrvs-r scvr:Ye'-r ttuc,x'-,• L ara0 mr r® +w .>O V.•�S S AID - • r� /..,"moo r�on L _ —L•, a �..� •Wd � # 'f' 1RACK- ew 1 s a sw SDLpS2'x5'(MAX.)x1/B' DETA/L f: rrwr/arusrzer 11 2'x 5'(May.)x.125'ANGLE re o° ANGLE WJIH STUD =0 PtAm xrc Nn so r.x-r H a+ssrvG OPIiDN 1 .OPEN KEY HOLr AT PANEL 1122 Eav�, StriD ..rsr Sj DcPrac .� Ion= ,- / _rel ••j� 2�. T A7 lA'•fM ti z7Q0-8t3• - asxS' "('y'1 '4d IDZ>� e m zrar $ w® ©STUDDED ANGLE j '09 f32S` KEY HOLE WASHER 1?AROUND HOLE AT PANEL /OPTION TO 12 .ssr/.1iI'oi�r 1) DED PLATE ©'�'� ttpstsL�•J y-•.••' /):,� FLORIDA BUILDING CODE(Non Nigh Velocity Nurzicane Zone) , 1 UCEhr '• -. J/rs �� r•-! {- --rr• Ir'I °t( '•9+ omr>>srrnc ax 0.050'BERTF(A ALUMINUM STORM PANEL rRf �--rr -'---1 _`•�• (r0.Qy _ (225'DEEP) eswa,ee: _ EASTERN METAL SUPPLY, INC IL E C O,,,. 1X5 air de r 1S /16'x7'xfs'LONG WALL PLAJE 0' 3r varr ocAOL R JJ1D7 %/.•' J(� V` 7lWT rLS71MG d IXCIXLCRPHO DOYPANI' rec yrr•-r• NON ,+raZ(ssrlxrJ-z�c rA.e(mlisdr-rsra 15-04I �'in`:eu7lrn-sro.m.a(snN,r-+arr n rAL�N, lir L �• 711fLT rA Cf 7. '.il rl'liu••' TOP TRAW [S££COMPONENTS SH££T 7A OF 9) �- CONCRETE ANCHORS(SEE SCHEDULE) ' I J Alm ax o p p o 0 0 4 0 ' w H 1 W { TYr O y _ W � t 1 -j CONCRETCANCHORS(SEE SCHEDULE)— 3' 7 Nin �NO"� Nn. BOTTOM M40C ! STDRM PANEL TYPICAL ELEVATlO !s£E COMP0.4c US, SHe£T JA) {—T/4'1110x. W OI 1/4'Max. II � //ii ��p�, `C11T��ry FLORIDA BUILDING CODE(Non High VelocFly Hurricane Zone) ��4 02015 M=Ar- 0050'BER JHA ALUMINUM STORM PANEL rct No.K4i&i � (2.25"DEEP) 09mff; SECTION A- ^ t '*� IL ECO,N�. EASTERN ..•.:.��,tV - ur�rMETAL SUPPLY, IN C LS >�xnwcrAw x ►W riauoc rt uar r Xnma°r'rn-04f54 a. ('i ouc uosiaa •rrJrnunrr��•• LV'GOK w.r wRr�av,acs rA0.m Tcr .rA Rm lr o v.-lam -aTc Rtn a o elV4LTr,6 7V•CRP;GfX•M M y e:xd7tr,Cr IM-04c:GWFN✓r 1100 "V Ni Pw S•iD-.4; �� 4Lt7 Y1tr/IOW[ JOWL{WIIwR \\ 4w$aqA mt q4) 1't�d!w° APDtt[/QP 3R1'BFiJ _t •ZJ��L(,gF SOCOR[lCq.IAICv4'I .� - •-'O C t IIM lte!•.RH Il FAfW-W[ g —1 .1IDOa mx soomlxT IDT SS10I.0 iL1Yl7t� mW.At7F 4L�5K5417E coAcwr I i M-w .www ZZ ' CLAZ SFPAgQM 70- } a4 qq M f 1'h21PJl'• I �t 718' } k YSG I2•a/G•N'.M MA I T { ! P } ,x' I ® I �l a r / } 7/77/F, ri cohlowr 4 povm 35 I cavozma?calcAm ,� 47 gpy/pFp J• 4i MOM NALLNRLE CR calv2urI J�� I cavcw?f7E I NAWRLD .l.-. I aQ CQ+YWE7F 1 -[ REOGLKD ..--�j CaK. 8=w4u 6 C-f. 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Scar.J;•y SECTION 3 scur:,fie•-r SECTION 4 sc,,:she•_r• I ox narmcc 71VJ/•t2'4Ywt Rtlr ( aASS (sw so6zxw OX mgm 6a T) u -- ,,•.-i0,J!f' NOW FtW CD1P.iWrW a SELL W I PaW� I I J�i`>zl'havcT�iarr o wrctaa/ctulxc xm� rcrKls ' cmrxrrra=wXL I r2 0.c. rnu6s/rtor�w AIr NRruolro surr ANsr ,c sraucwso v.ec corF / ( R 6teCK IYRt: R�arrrna caPc o a`w«a oAwu"° aMa� ����F�,• r/�'�i� FLORIDA BUILDING CODE(Ron High Velocity ryurricone Zone) S£cROx D 57u0 0"15 m=ax O.OSO' BERMALUMINUM rORU PANEL r.R.c (2-25'.DEEP) s;x er WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC SECTION 1 sous:J/r.e,' SECTION 2A sae6:s/6•-r ^h Z IL EC O ape. �(r`•:,. CC - TItN resras�,o. a t. 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J a•+r 7•.--.to- J' r 6 r/2'1.7 1/2" J(wrro4 X6=0• 4510•-wo rr- 4- o-+` 7 r/2' 4' 4(Botlor,) TO .7SA-B6o 1o• J- a•+` 2• to- Y - - !T' r 6112- 3 1/2- 4 0077.) to — JY-0• n' - 9'+` - n• - - - f2• - 7 112- - S(TOP) 1o' ro' - - i - rz - a r/z _ s(fte) 9'a It* 4- 9-"l e• Ir Y - - t2' 8' 7 J12- 4- 6(B0nW) 9. 3• 8,4+ 7• 9' J' 1/Y 6 r/Y s(a0r10H) . 6 6 tw) 6- - - - 6 S' - - - a' - •. •. r - - - 6(BORou) 5- _ _ I _ 5- _ _ _ 6 1%2• 4' - 7 7(80r7prQ a• - - ? - 4• - - 6• - .. .._�fBotlou) 12' 12' 12' 6' - - (WP/80rr0m FA=R + TA Mdr PWN ANOWAS OR ALL POWT SXa-5Er AU&W R74 MXW7 c aC7KW 9. ACnA4L E A 7Awc + AVOWIRS SPAQW�MYAPPM45fE 70 ZUW MEWAN(2AW FLORIDA BUILDING CODE(Hon Nigh Velocity Nurrfcone Zone) rNGY1 /WNW7Cr MK-N I SOW-•27 01 W-ZW SEF SIEEe 7&a AW AWO W"M&sPA=ln fW XTAWP=Azo WOOD MULE emams o29ra rxr=nc 0.050'ffwm A umimum STORM PANEL rJ:3. IT.Vam-la uur"MOW AB r V"RW J 1/2.6Dce ASM%m (2.25'DEEP) am-Hr• J- - .a6 .7a .78 1.00 POR F A LESS MW 3 1/2;RFWICE'MMR S=r,9Y 2 112. 11 "..-T.71 .so�.... - .so FAMM a ���A *SCNIRW BY� EASTERN METAL SUPPLYi INC fMWCW SAM .- .... _.._....._.- PAhE ?E.19 2 1/2;AND J 1/2.11:7$Otto-5Zr AWHa0MX I INC. 42x1 ns BOOS am 2- - .50 - fAQ a!S OPFRAJKW 70 BE 1x05 RWV=SPA'.Y=F=/1W FRW APKYM ABDIE nlur rrsrzw a rNc7NrnPWO o UpANr —PAW 6000 rt 33W swt nnr Rf 1 ON SPAavGs LW TtWt JFOR Au AWYORS(6kl F l +4s•tar RrD rm Drr:rsxr ..,L (WV209-4m%rAr sj"_"JC 15-044 I 1/2- $ULM?A MLff7fe41. pz rcw me a. nsr m, ORAYAC Ao /IlYr'AI ti Nf67 S41Sr 7 lX J.