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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page I of 2 rR yyr s xx vv BCIS Home Log In : US,,Registration flat Topics { Submit Surcharge Stats 4 Facts ; Publi011onS i FSC Staff 130S Site Flap Unks Search i Busines Professional # 4 Pro ductUs royal USER:PubikPP User Regulation Pntdaft noomy2 M�rju>Product or Annncation Searrii>Aanlicatiop List>Application Detail Fl-ft 13968-R3 %) v Application Type Revision Code version Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply AddreSS/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407' (800)432-2204 I rodrig uezoeastern metal.Com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative AddreSS/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer JI 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. Vi Validation Checklist-Hardcopy Received Certificate of independence F111965 R3 COI '25inDanAlsLt Gdt 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 3 Option D htip://www.tloridabui lding.org/pr/pr„_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opOD£.. 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 FL# Model Number or Name Description 11968.1 0.040.8ertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to provide (2.25'Deep)-Non-HVHZ-Drawing hurricane protection. Number IS-042 I 4 Limits of Use Installation instructions Approved for use In HVHZ;NO F 195(1 R3 II EASTERN MfiTAl,SiJP,PPPLY INC. DRy/i;I5-04T,ltdf Approved for use outside HVHZ:Yes Verified By:American Test tab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:NIA Evaluation Reports f Other:targe Missile.Max,span Is 12'-0'for+25,-25 p.s.f,and 4'-0' Ft t 1966 R3 AF CASTFRN MEIAI StlPpl Y iFlr' P for+125,-130 p.s.L for sections 1,3,4,6,7,B.8A,9 and 11.See 042.n<ft sheet 10 of installation drawing number 08-145 for other spans and Created by Independent Third Party:Yes ! j pressures, 1968. O.OSO'Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained Cr not by tracks to provide M (2.25'Deep)-Non-HVHZ-Drawing hurricane protection. Number 15.044 i Limits of Use Installation Instructions Approved for use in HVHZ:No ELI_i;iSti)_.!,3_l.(_BL T-RN Mi3j�s 1 JUP.'i-Y tNC- ,D�3k+f ,5„..,y^ a pf 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'-11'for+30,-30 ps.f.and 8'-2' FLI 1266 R3 AE EASTERN METAL 51 P-E.R. DRWG,15-044 df for+75,-80 p.s.f.for mountings without'h'header.See sheet 5 or Created by Independent Third Party:Yes Installation drawer for other spans andpressures. i 111968.3 24 Gage Galvanized Bertha Steel Storm corrugated galvanized steel storm panels retained or not by cracks to f Panel(2.25'Deep)-Non-HVHZ-Drawing provide hurricane protection. Number I5-043 Limits'of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 11 EASTERN r-s• ,Approved for use outside HVHZ:Yes Verified By:American Test Labof South Florida Inc. i 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 p.s.f.and 7'-2'for FI1 rg66 R3 Al! EASTERN METAL SUPPLY INC P F'i DRyJG t5• +70,-80 p.s.f.for panels mounted without*H"header.See sheet 4 or o i3.nof installation drawing number 08.142 for otherspans and pressures. Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4')- corrugated polycarbonate storm panels retained or not by tracks to Drawin Number 15-046 provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL_i 1%9 A3 it EASTERN METAL`,UPPLY INC DRWG 15-046 i]tif 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 10'-0'for+28,-28 p.sJ.A.S.D.and ELIL.15LF_R. A_'r_A� D M Rt-° � I,,,z(/PPt.Y tPtC. P.(w;)z-:,_(:ZR�Y ',�• [ 4'-0'for+105,-110 p.s.f.A.S.D desgin load,See sheet 3 or installation Qs,pytl drawings for other Spans and pressures. Created by Independent Third Party:Yes_ Contact us:;1740 north Himme Street.Tallaha sen FL 32399 Phone:850.487-1824 The Stale of Florida Is an AA/EEO employer.Copyright 2007.2013 State of Florida.::Privacy Statement::Accessibility Statement::Rehrnd Statement Under Florida law,email addresses are public records.If you do not want your e-mail 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 tradtlional mail.If you have any questions,please contact 850.487:1395.'Pursuant to Section 4SS.275 (1),Florida Statutes,effective October 1.2012,licensees 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.If you.do not wish to supply a personal address, Please provide the Department with an email address which can be made available to the pubhf.To determine If you are a licensee under Chapter 45s,F.S.,Please click hgEL. \ Product Approval Accept$: 0 ® <Etcl .kecuritvmil i tiics' :r http://www.floridabuilding.org/pr/pr___app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf.. 7/16/2415 GF7dflPAL NOT£.£ I.s7mw FW41 mom av nos PRODUCT LVUu4mm DOL7FMCNT(PEO.,?HAS wEN VERmso fYYt CLu/PtKATE W ACCORDANCE Moos, KM INE 2074(SUI E0710N)OF TIE a09*4 BUWM CODE TA4 SMAM PANEL SNML=BE INSPILLED AT MON VELOCITY at)WaW&FJNBEOMENT OF TAPCON,RCO AWEEMAT6 AND CF TM-CMP ANCHORS WO CWlau£BLBCN HVRRY.AN£ZONES(MAW OWE/BROWARD COUNTIES). UNIT S74tt RE 1 114' 1 JA'FOR 2AMAC N49M ARMORS ANO 17111'FOR RED HEAD DMAWLT SLEVE ARMORS aMM.N NAND LG401 SAL BE D£TERWED AS PER SE TCH 1609 OF AHE ABOVE U£H7raw CDD£. 92)7/8'f"! O?ANCHORS SNU BE&MRUY EuBOD£U INTO THE CONCRETE MOCK LWIT No EI@EAVENf INTO S7VCOD FOR A W09 SEED AS REDLINED BY THE JfR(SI2C1KN M1lER£YHESE MAMERS WILL BE WSTALLD AND SHkU BE PERMRIEO0, 11410-20 SCREW USED RH BE 1 113'LDNO MIMMUM SHouto sntxO DMST.AMD 7' FUR A D7Mt7XNAU1Y FACM KQ�OAI RISING ASCE 7-10 FOR OCTALL47AMM UNDER 2014 FBC AND yLyL Ned'YUX FDR HAUS MVH!NO Sn/CGa NOT EXCEED ANIS WXXUM(ASO.)DE37GN PRESSURE RAMOS WOK'ATE7 ON SHEETS 5 THRU 9. IN ORDER TO VERIFY THE ABOVE CO!WMI(WILA£DESK?!MND LOADS DETERMINED PER ASCE 7-70 QJ)MYBYUM ViREOMEUT OF 1/4'0 r 314-Al PO:HIS SQUO-SET ANCHORS.SIBYL BE 7/8'IN70 Or W4CIE7E MOCK.NO SH4LL BC FIRST REDUCED TO ASD.DESIGN WIND LOADS BY MATANNG 771EW 8Y 0.6 N aWiR M DIMA U BBD STUCCO SFWL BE PER7/MM. 1/4-0-20 SS.44CFCNE SCREW USED WALL BE 1 1/2'LAW TO COMPARE MEW W/MAK(ASO)DESIGN PRESSURE RM NGS WV;C4TE0 ON S7ia7S 5 TNRU 9. AWMUM SHOULD STUGW EAST MIO I-MR'A&W FOR WAILS WRH NO SrUCXO B4)W USE TNT PRECAST SrOR OR PRECAST CORCRET:PANELS BE rcum ON W E=ANG)TALL A NONORT SINLL BE !N ORDER TD+SAES FOR Q7 LC,'ZS AND SU USED EW 17R5 M4 A$7E5 DU WERE NOT OVER SIRE=A 321 Wt LONG ENOUGH 10 RE4LH 77fi MAY STRICTURE BECND SUCH PANELS ANCHo4ACE SHkLL BEAS LYXCAUD ON NOTES 5V !N W7CA ABLE r FAS5 FDR!INTO lC/•JS WAS E62L USED YI THEIR ACACIAS.A Ut/fWX7N fiSCTAv W�1.60*AS USED f2M 8.1)AND B?)AS%-. V£RInL'ATKIN(7f FAS7ENFRS W HOOD. STOW PMELL5 ADEW4CY FOR IMPACT AND FAYME RESISfANLE NAS BEER VERIFIED W ACGURAUCE MIN ACTION 16M 1.2 or (C)ANCHORS f NAI OF INSTALUM FULLOMWC ALL OF INC RECOMMENQ4RS ONS AVO SITCREAno S OF THE ANCHOR THE ABOVE MENDOMD LODE AS PER An REPORTS 1 0121.01-98R/0729.01-00,1 052501-00 AND 10512.01-OJ AMC /0677.02-04 AS PER SSW 12-99 SOWa R0,MD 10221.07-OT POR TAS 201.202&202 7.PNR25 MAY ALW BE FNSTALLEU HORwBlRAuY FOELol1MNG nr-TALA7ICYI DETAILS SRMN ON SEcwus!77PU B(SHEET 3&4 OF 2.ALL ALUMINUM SMET METAL PANES SFMIL 7WVE 5052-NJZ OR J004-NJ<-ALLCX 9)OcCEPT TF47T lista RS 3, 4&5$NALL NOT B£USED. I ALL-ALULBMN EXI UMONS.SL(M,L BE Attow M A T0.v 6063-T6 ALLOY&UWPER UAUW OYHOW45t ROAM. &IT SWU 8£ME RESWONWINLRY Of INE COVTRACFOR TO VERIFY THE SOUNDIYLSS Or Th'SMUCTU RE WDW SHUTTER IS TO BE, STORM PAFi_Z CLWIFLVf£NTS 4 STDADED PLATE AND SNIP Ola ARE'PAW PENT= AA7��TD M4SUR£PROPER AA'LYROUCE n46 SW77EN SkWC MY EE ATTACHED TQ COn:RE7E MO:N OR M1a9 FRAMC 4.ALL S FffS TO BE STAMENS 57EU.104 OR 316 ASr SOMES OR CORRaROV RESISTANT COME CARBON STEEL AS FIR GRN 50018 W/50 W KaD SMEN'DI AND 90 Lai MNSRE STR&XM&SKLL COMPLY W/FLOR04 BUAMW CODE SECMV R DHE MIALLAWY CONTIUC7OR IS TO SZV UULN ALL SFKB7ER COMMS arzs WHCp RERAN N COMES us CONTACT NnT 1HE 2471..RJ.4. EVIL MC IO PREVt.Wr WLL7/NAM W71RUSOv.C&"AND S94L SN?ER TRACKS ALL ARM"FULL LVAGM. 5BOLTS TO BE ASTM A-507 CIVAVM SIM OR AW J04 SERIES STAINLESS SRYL.IRM 35 Tai Ar""LiM MW STREVGW. la (P)TRS P.E.D.PP.EPMED BY HfS ENGAM/S CENSM M9 000 NOT PROME WTAM4DON FOR A SRE SPECIFIC F7RatCCT,•i.e. IWIERE ME SRR'CaNDOMAYS DCV47E IRON INE P.LO, 8 ANCHORS TO WALL'DMU.BE AN FOtLOMS(LWL'SS OT14V MME H070) (A) 70 DZ NO POURTD CYHd7RSM �)C 4SZD TCRON'TO i E.:B.PRoWEu H& TIE SELEOM TAWivor PUAM FR AFA7 fNS7R=Cyv WETALE'D v SNt77'OT 176 PRODUCT, BASED ON 7N6 P.ED.PRCVIOED NF./yff QO'S NOT DOVR4T£FROM T!E COYLYTaAS QO7NLED Ov 7)L$DUK'UMO1L - 114"4 TAPOW ANCHORS AS M4MIFACTIRED BY LTW.B1FaODL COAWRUCMI SUZY AT SM IS DIC CONTRACTORS RESPONSBUtYK :14-d CF VP-GAUP ANCHORS IBn?7M SMD-CON).AS MNARFACWM BY TRU-FAST CCRPCRAIKK ()TMs P.£D.M.0 BE Ca4511 MW INVALID IF ALTERED BY ANY MEANS. 114"6 ZWAC AWJN ANCHORS AS WNWAcrul?ED BY MATH FA5W RS,MIC. 714'0 r 718"CALK-IN ANCHORS OR ELCO mde&female 7NELMAW AS MWMA:TURED (d)SM SPMW FACVECTS.SWIG BE FREPARED BY A FLORIDA RECwF'?W ENGNaN OR ARCAHeICT IVF"MIL(BECOME WE ERY POWER FAS7CN'•RS,INC.AND ECO COASMU.-MY PROOOCTS,REWWRVELY. ENGNEER DF RECORD(COR.)FDR 7HE PROJECT AHD WHO MALL BE RESPONSZLE FOR WE PR(A ER USE OF PRE PLEA. 1/<"e r 3/4'ALL PONM SOLID-SET ARMORS AS D OSOMSUIED BY ALL POWU SYRE'W,BOLT&SFYCW7Y COUPAYr. �DACINMq��CORD,OR R SAS A DELEGAMP DYMNEI R TO WE P.ED.ENCMEE7L SINLL SIAYB TO TIS 1ATTER T-Sf2 N07M. A1)WMAPJM EYF7c"OVENT WTO POURED LOJ%%l?1£OF TAPLUN ANCHORS S I J141,FOR 7A7KC W,01 MY340RS/5 1 JJ8'• (ol 7725 P.F.O.ANLL BEM THE GATE AND 04.WOZ SEI.'AND S hAfURE OT THE"MFEU-CN'L viaREM OP RECORD TINT FOR ELCO PANELWTE ARMORS 5 1 J/4"AND fOR OF TAP-GRIP ARMORS F;7 !/<' PREPUtED!r, A2)710'CILK-LN ANCHORS SHALL BE 04MLY EURODDED/00 THE POURED CONCREM NO EMeELMEB HM STUCCO 71 ..MUFF"MrACAlRERS!ABEL SWM.BE LOCATED ON A RE4OLY MALE LOC411CH Ar S7DRV PAsa Lv ACCORo4NCE MTI S£ClTON T71a&J OF FLORIDA UYI MNG COOL.O.v£LABEL SKU.BE PLACED FOR EVERY OPENM.'G IMMtf£w HAAS Wjt 1-20 SCRE7Y5 RLSE'D.SWl B£7 t/1'Lf.NG t4WtMUM SH01ftD STLKY.'D ENY7 ARD T' /ASCLWO TO COALY MIM SECrON 1710.82 OF WE FLORICA&XLB O CODE. MfMMUM FTAR FYALL.S NSM 60 S7It000 AJ)MWMUM CUaEDMTN7 of 11410 r J14'ALL POWIS SOLID-SET AUDITORS Shy BE 7JB'WO 17r POURED COVCRM M 0AFfaMENT LVID STUCCO SIAL RE PERIMM F/4'I-20 SS"40ANE STREW USED SHALL BE 1 712'LONG MVUUUI SHOULD SRACCO DOST,AND I'MAnrW FUR WALLS M4Tl/NO STUCCO. A4)LV CAGE THAT PRECAST STONE PRECAST CONCRETE PAN=O7 PAVERS BE MONO OR WE OOSRW WNL OR FLOOR ANCHORS SHALL BE LONC ENOUCN 70 REACH T1/£AWN STRUCTURE B&MR)SUCH ANUS,ANCH0.410E%VLL BE AS IMACATED ON NOTES A!)61 A2)ABOVE. THIS DRAWING SMCL ONLY BE USED TO (B) TO E7/S7AG COAGRETE BLOCK IML' OBTAIN P£RMFFS/N W£STATE OF FLORIDA 111"0 TAPCON ANCHORS AS MNPJFAMAREU OY LT.R BURDEC 714'P OF TAP-GRN ANCHORS(MMA STUD-L1RV).AS MANWAMM"BY TRU-FAST CoRp VOY. 1"Tt,yry'/iH 1%4.0 r CALK-IN N AWHORS MOR EICO�&femaleR'P 7Et ASWNIAX1=Y'D BY POWER FAMNERS,MIC.AND ELCO CONSMAMON PPODUC7S RESPECRKLY. �.,AJ,.;•��C CI1'S� :� 114'0 r 314'AtL POWS SQUO-SET ANCHORS AS DW70BU/ED Br ALL POMJTS SCREW,BOLT It SPEciMTY COMPNDL? FLORIDA BU/LD/NC CODE (Non High VBIoc11y ?lCO - T/a'o Ain eREw Q7xteot7 SLEEVE Anrxaas As MwuFAeruREn BY tr.7r BLSDFx NUno Zone). 111D.44167 OM(5 mnw.lNi 0.050'BERTHA ALUMINUM STORU PANEL raL K e (2.25'DEEP) yl r»W.. EASTERN METAL SUPPLY, INC a' 1 ' ° ✓✓�ti' /TL E C O,N,. 4159 1111+iYR504E °" s Y¢/�!A•e ��' �� nLLD rLSTWa&r NINELRINa COMPANY4;5�J`"I i i,Gtr� cu ae xa a.m Isva canna n ma R JG4 R�35MG /K RSs;jeN1-1716 15-044 IENININIf I)iIUaSAA`1 row rL co1o0 ralTFwlen-tan -Qa7t7/G LN.MbC W WALTER A T4'f r t.PL Ra'S14 f� 44lE7 FME7 1 or 14 Il,era•pom ell, aau'(mm warW —]mT•m.. E.x• ! t----tEOfD'pmrm¢WMJ---' t--e.CGO IFTTICfM•ODM)—' .rrD' 1,x00' I.'sD• I.RG' 1.5m, t�U]' 1 l.aCo' Me r RIrJ .f 4 YwRami cenl ( , ! Iz n wNAYTt f59) •N lai" Y1a0' � —rySn d 'dry p'r d Q. ``7 r: •� .ra3' E14 �•T--� (2 FUL ALUMINUM PANEL W/HEMMED EDGESxO$ 'lf'HEADER rnur-tia'•r rats pace vD W 9.1rz pate rami 3 'h'HEADER O4 ]'Mor. lu BUILD OUT ---lEOm•{fFFLLTh£`- 1 f--S[M'(LiFFL42 ODt/Q-1 S'Rf:Ye"- RfC t.K•-1• .l ' 1.a+0' I.SLe'—1„YD' rico• 6F.W' 1�. r.300' 211' n .Q aM!/Al nJP) 1 ! � { ! I7 of MiGR!(pa).. _ �&• ' � .rm' b. .tm• -ztv-�—sear'--�-r.rrs•-� {-Elis-•I .rso' �- � R tl� aoez• � !_� l.o-w• REVERSED 'F'ANGLE 1 FULF _Ar UMINUM PANEL W/O HEMMED EDGES �.• TRICK zta:aro•-r zow'tra G 3/8"B. O. ® 514-9 rte. ® 3'ANGLE BU/LD OUT 'F' TRACKTRACK .rae• ;�s r BRACKET wr,vr.r e w,r.aro•-r � arn0 `r mzv Id IAN. ! Jt � nunewt -IAN. J. ! _ uc clutxr,� n 7 y T- 1 M1 era• C -F' (RACK ANGLE L�S�'----I -f t-[LU•PV ASO" ke w� � 9.Q'D' � T y I/.'/•bl Sth•'LT nW7 d �d f 1 2'x 5'(Max.) x.125'ANGLE DETAIL 1: stun W/ar uttr av_• mQ�® _r z o p yb._1. soa ar.oma ANGLE WTlH STUD i=)=P-7v Rm e'n OP77DN 7 OPTION 2 °u•/ tlf 7%s KEYHOLE AT PANEL r u,r Tia 1.,/ 271S S �. .JM•.ij � xOf10.. � ta.Frm 't �1 am 1 o rY ac •"j 4_ r>r 1 II,R (S) / \ —- _—- Ezrea• .m '�.® r,avp 10 SII/DDED ANGLE '�armr ' cm.q•r.atOr Trr.I Q KEY HOLE WASHER fZt ROUND HOLE AT PANEL pl 5/ra�Nis \rt ,7• (Dano»f0 12) sctt+r•oxuws � �re ww. ��``APV`'....�.'?,�i �� S,•" /�%.� FLORIDA 811IL011VC CODE(Non Nigh VelocW Hurricone Zone) s/ra•-�I- !— L,IVtllvn '• �-�. axis Trm¢ac 0.050"BERTK4ALUMINUM STORM PANMI. . 1 u--�1 (AP DEEP) aiee,or.. 14EASTERN METAL SUPPLY, INC f6 3/1G'x7 xf 4'LONG WALL PCATE �. �� ry- ;_ #Ot I1 E C®frac. Mw f nfa/T rL571NG G(NCfA1N0 COLPIM 1-slpaP»-ens,F.tc ryilAur-f1;6 15-044 �// �i+ j i�\.````� auTra A fiN•k.PL ao rr-m r, !N/re'a+.b ..,uulrra.. TOP TRACK (SF--C"PMFJ;M SnM IA OF 9) CONCRETE ANCHORS(SEE SCHEDULE) rAMril, I l�W 0 0 0 0 0 0 -_---T-y-y---T-T-y-�_—r-�_y-y--Y-T_y_y�_r_I._�.7.,_- -'--y-y-- T-T._T--T-'•-T-T--Y-T-Ty 1 1 1 1 1 I I I 1 r 1 t 1 1 1 1 1 I t I l 1 1 1 1 1-7 0 1111,111 IT 1 Lill � h z w i 1 w rrP o t i ' I w t A A W 1 w a j r CONCRETL'ANCHORS(SEE SCHEDULE)— 3• r u�. �HO170N TRAGY STORM PANEL TYPICAL ELEVATION (sem COMPO.NMS.S"a'IA) {-1/4'Max. GAP 114,MOr. GkP� i rn'' "x"p�,-• •��Trfx�h FIOR/DA BUILDING CODE(NOR Nigh VeloNly Hurricone Zone) tit F.J94 02115 mr=ac 0050'BERTHAALUMINUM STORM PANEL rFt NO. G f 6% (2.25-DEEP) 'O.4 er �. , ' EASTERN METAL SUPPLY, WC IL ECOfx� Ruff 7anNI;Q lWa x cAwai ccwpAM i*ST Ftur 4 Rs1 %, .TJ.u7 a.m n utc fly bsf la rf,6 1fa�-etcr.rAc f.7ar`a- 15-044 .•''G�`� lct.t m rrn 'x� a n f1WMgxa paum L'.1 4,167 CiF rAP-Q sar srAcrr t t cont Ln _ '-� svmA,u --• -'V Cent faE's,rttn�e P.IL saruc) far somsc)w m mv)•r- ---.• 4 CoM. �. N varrn� —1 _a_ ( t�uen 1 CDAERM N. ca+errr,r fou)xD 7r�ocmrj c 1 ac t�Ya..7LLil� ( �G O 1 ( \ u Cc L SM�ro ( t- �� I SMAPAMV)o- 1 g'ti can 1 r� ( ( I ,/1•Fib I�/�{• ( � ,. BVLTS M/7/d TL• o z;Q1� xw:Ale t S 1 ( baa ( I c JBVCAS �rrJ i _E I raouaee / f t I- / 1/I•f26 Y.S t'mG Atl I".Ae SOfD.TT. AVr a W a c rAra fAWI'ML°l IkD MAO LiN1OrL� 6 IN-G9;Gl'R-N M 7NCXS lNi1C NKRC e(D 16NJ [T TM-CCP.fNJf Y OT GCD Y6IJ liitftl ALYLMfr u')Mt�Otf,G�f�a�fits-a✓M nm uNr �a r1W NKU)'OwL)A"C.uVr 7 (:wil, A•RlOIL• A' /rlsclll Pv$1Wlr / LYTNL#:C).7 rM•cam.cvx•w sa 1 I CmE NKM0.Ct far 3OTiAL JOR�Ci (3ZY SC1LCtC IM:)wT'O) f.t sarnuroe sP.raei --' .niwme1�r/rucvr�a�w.a lar soeuc)ar srAFsc) cnov a Axctrog WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 s>;er),ue• SECTION 3 sate,,,Ir., SECTION 4 scve.ye•. r i L•reaar„m 7/B•;s/JT•518'+'G A¢n ( N" IPM t0 } t r-o..EA$D4rMtX a rz o.c ( h 1srr sa+muc )aN FWSHM Fels s a s ori` ( 1 Y , fIXrS~ i/e�(• NOlr fLW G9IEIAL47X1N a,SELlX)NS / I I a E W 1 YJ7•MiNC A¢/r O w4L/R-oavcmnw mouwx SCCDGNS ow a-, to am c ouBwm zv AW Lur ID sLnr ANY xsfALIA 50V. ae ;r / j _f ffiRm� s VX"KVl ,erorer�, IPW/ / Deaner(TLW -/YL�l{�I�frrrri s�y U STW A��aa/ °A ie c I e"c ��`vP.\' " •�/l`'� FLORIDA BUILDING CODE'(Non Nigh Yetuclly Hurrrcone Zone) Lsu nuc fw s>wx.) -,• L10ElJs�-.•v�%` exs,s mama w- 0.050"BERTMA ALUAVNVM STORM PANEL rp.L. WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ~v I (2.25DEEP) aAAxm: -- --"r"= -y EASTERN METAL SUPPLY, INC ✓. SECTION 1 Sr",aha•.. r- SECTION ILA s=r.-7/6'rt r '-'• :�``~ 1 I L sxa ns ws cvv rn•• TUU 7L.sreN a E' larmd o COY➢ANF MSf PKV soot 2 J.7L67 'L:� cu,.�sa+ s m waw c++as n ma Prraz fxr)ax e)w,fAX Isar}vt-nte 15-044 N.Z7,:cetA4 or sunox o srcv vAW ALSO°°ua F !� •`4.. rm.:D rL-.m.r..r •tl1L WAU LDUvh7)G i4SrAUAFM-=IMN 2 XP) •'•::�45•,5,..'F•."C GC �\ wuLoiv-o 77Jo PE m�).n) m ;� au■=w rrl dl4nl L ,a\aa' na''"Lit" t�767 � S w J or Ls MWAMw uu r c-L IUA4W PAAW""T ASS0OU a P. itwrr°rxooeC9asAY ww �wnsc+r✓r a�.r.r DA CID YMPl JULNr r//S'►-2a S S,wp" ��0�oW JDA MN ) E a. ism mwAz!DR^MTC.f �G D.-E....•.. 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SECTION 5 scar:J/d-_r INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE:3/6'< !' .t •sG»Ews resin Ar A+A7laR5 utr BE r/��-2o sx "___/� �BJL�r/ as r/u 1u Rebs 4 0 S t'Lcrav,Ar I _v w a3' CJ S-IPMArW ID - GLASS I •SDe Ww aXrS ARC J/I1I4/J21nOW NUD WaWE SQV..W w/(ETGrH AS PER MUS 42 d 9.2(oiaT r). I r/•"•-w.J f' i a<Erx£amuse •rRUss ICF4a mars AA£r/r =r/a,Fm 'rHar rvAc g fact AGLTS W/7/8l ((S££. H't 7) On J/J2 W,W Mrr O SSK1T 6 d 7J m4 wrc SG'3W W/Lan AS P£R fA7rE5 A2 d f2o.G a2(SYM 1) I f' / NOTE MR Cau;An14WN rY SECRONS u 1 I wAU/i'lC4V 4Xr.&G wow,rL%,SECHLws rur nt ��s:iiWtfeil j NiJJJJi VpMm -E Q comaAv w AHr wAr w swr.wr tH.¢7ieLAWL ��� c�,A"Il((/j¢, FLORIDA BUILDING CODE(Mon High VolociWir Hu... ne Zone) Foua"snra:£foxs D J ��:^r�;: Ge�SF•;/.�'.� o2urs MR= O.Q50"BERIfl4 ALUMINUM STORM PANEL P.R.L _ (2.25 DEEP) aEcrrR<o D4acrf 8, FLOOR MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC SECTION 5A �:J/v=r .t���l fcalr L—"4.o7 RLLI rtSIA'D R OSIN£tF/hC LONPAM a_¢rn 4ww wags n.uea Laron[(ssq•'�-was.PAn(earleo-rrta 15-044 ua n�"m.: -?off;, a��• •: , ®-AOP7/S R_ DR./rC.0 Mo mt:7ER A 7 .Y. 67 hD�f-rn S %.�tt':'�.'."'•'•C`�S� IIPtL41ie t(!aT � SNEE71 fV 11 ,ejJJtttlLiill 1:141150" f171ME0 caVl'Af7E' B R 7'W.PEn CIkLR.57E aROR CoAcem luax w4a Y J• CoArRar aLOar Kut aumm \ B 7 OR 2'x J-x.0e3'3705 H-la tR A r�LmLa �' 0 care 8LOCK cars-ra auvr axt a x. was B MALL ftOWMV wm1 AW.JIOR5 O rY 0.c m WALL Gmcww j- 250'urZ - S o1i2''aA _l / 5 L B �� , I/,•fAP / O 12'0.G YAkZT J- •' L �fJ�J AELiPF ACW?S 7'C m 2'x 4'a.125• / $ 2'ilac \� B a7O0A OaP� Ta??t 3' f6S' ALTfTLW/F LEC LCCA7IGN J7aS-N14 OR W&IT6 AiLO/ �! �, �_Ak—� 4 �,V calf.Aran A AX[OR _._a® �.a �..`.J1Jlai-NI3, S762T 1LE-J'.Ahxrt 46067 s•e P x.on• SW RAM 7t'a c J7u3-N1,aQ 6053-T6 ALLOr w/.kmvT cone Aum.,A=E j CASE A (Plan) sc4T-- CASE B (Plan, CASE C (Plan} CASED (Plan} 1/,-d r- SCALE• 1/4'= 1' 111 1/4'. 1' END CLOSURES DETAILS MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" P°f°?w cmcR ECOW. PXW SCHEDULE FOR A GIVEN PANEL SYSTEM "'u, j /"« 7 +) j1u20 cwr7s7T `Y CR GOAtRET£BLOfX OWv) �.�._...._ wfApcav ANL7i=CQ LL IYALL ALasFFD amr.FA4IL LUG71/ AM PmT SOUOurT ASD.amv+ L(A) .TvecurF rae SFA/L1YG) PRCSSV. (p,f) uvnec w/ Lra7,vlaAc uaw/ Teat w/ I nw+x+rw.,.ea+raays ,� 'A•11SUKA 6l a•7r7row Jp ro1,,,avtr„nG`°u°A�Cd + - +JO.0, -30.0 11'-1T' 12=.17' 12=11' �lr, 7'LLv -- -�+.F0.0,-J5.0 12'-717?=-fT J2'-/7' 7- TO G �..n.Yf, i ,StYARtTx3Y I / _•7 +35.a -40.0 12-0' 12'-O' W-O' f 70�5 7/8•x J/J2' ,��7�� +40.0,-45.0 11'-2- 17'-2• 17'-2' I __ +45.0,-50.0 !O'-T 10-4' 10'-7- o B , CASE E (Plan) soot wuE srAuc r/4•- r' rYJ.O. -55.0 701-0- ?'-t' 10-0' / I - � 0 aa+r. +55.n.-60.0 9,-7- B•�• g_7- cocxrrc` awcu —B SECTION ® STUO j (DPW "+) WALL REWS D / TYP. TOP/DOTTOM 9'-2' 7'-9' 9'-2• VPCOV AVal"M at ALC fmr=-I-a7 j cuff.. +65.0. -70.0 B'-9' 7=2• B'-9' ( �mW MRSPi1CM) (a'fx WALL YOUNTINC INSTAL,$A�Tftl#/,r #.70.0,-75.0 B=6' 6'-8' 8'-6' SECTI . /� % FLORIDA BUILDING CODE (Non Nigh VelocRy,Hurricone Zone) ON ate: Elis= , z�:• ��+ o:A13 r2um m 0.050'BERTM ALUMINUM STORM PANEL rJCL +75 0.-6ao a'-2' s-J' a=2' scrcL:3/s'= rO 67 s (2.25'DEEP) aw,,on, bVM'MJNIAIUU FANR,LENGTH 15 X-0w EASTERN METAL SUPPLY, INC N:� IL EC®INC. uas*7S7 ewntwti' ,ty '�. nG1T T[SrJq!T7tG,N£CR'JIC GGNPANr 0601 PALL B/.'Sf 2 STN') r%i''� 'I� �4�Y'�C•\G n®(600209-4MFAV(MI)VI-F718 15-044 . h 1wu.rEa a 73urr A.. .4r 67 rr_m e7 arm s or r, �Ir16f�a. ncs slrrouE r mwns A+oAx rstrac tfrLt7dI1IM ASD Dy��GN PRFjSU8E RATING (D s t) AND C0RRESPONDING MAXJdWY ANCHOR faP A Gi71 ASA QFSVY 7MD A�0 HV42 lll6rrl o7swNLaco uaz u S i 0 C AND CO £Q. 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