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Florida Building Code Online Page 1 of 3 j Susinve-sas & Professional Regulation SCIS Home I Log In 1 User Registration I Hot Topics Submit Surcharge Stats&Facts I Publications ContactUs ' SCIS Site Map Unl6 Search Product Approval USER:Public User qp > i > Product Aooroval Menu>Product or Application Search Application List Application Detail i FL# FL11968-114 Application Type Revision F i Code Version 2017 Application Status Approved sE Comments Archived ❑ Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@eastemmetal.com Authorized Signature Bill Feeley lrodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email j Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed ' Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity Na onal c editation and Management Institute Quality Assurance Contract Expiration Date —7 12/31/Z020 Validated By John Henry Kampmann Jr. © Validation Checklist-Hardcopy Received i Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY.INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.PDF FL11966 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17- 095 CERTICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-096 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY2c INC. DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 i SSTD12-99 1999 Equivalence of Product Standards Certified B e Y- Florida.Licensed Professional Engineer or Architect y FL11968 R4 Eouiv EASTERN METAL SUPPLY,INC. DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PD F haps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ.wtDgsxYleb44opOD... 2/14/2020' Florida Building Code Online Page 2 of 3 FL11968 R4 Equiv EASTERN METAL SUPPLY,INC. DRAWING 17- 098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Eauiv EASTERN METAL SUPPLY,INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Equiv EASTERN METAL SUPPLY2c INC. DRAWING 17-0941 LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996.Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FL# Model,.Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2:25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-094 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY2c INC. DRAWING Approved for use outside HVHZ:Yes 17-094 0.040 BERTHA ALUMINUM STORM PANEL.odf Impact Resistant:Yes Verified By:American Test Lab of South Florida,Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 12'-0"for+25,-25 p.s.f. Evaluation Reports and 4'-0"for+125,-130 p.s.f.for sections 1,3,4,6,7,8, FL11968 R4 AE EASTERN METAL SUPPLY2c INC. DRAWINd BA,9 and 11.See sheet 10 of installation drawing for other 17-094 PRODUCT EVALUATION REPORT.odf spans and pressures.Valid only for wind zones 1,2&3 as Created by Independent Third Party:-Yes M E-1996. 11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection.. Drawing Number 17-096 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING } Approved for use outside HVHZ:Yes 17-096 0.050 BERTHA ALUMINUM STORN PANEL.PDF 1 Impact Resistant:Yes Verified By:American Test Lab of South Florida,Inc. Design Pressure:N/A Created by Independent Third Party:Yes j Other:Large Missile.Max.span is 12'-11"for+30,-30 p.s.f. Evaluation Reports and 8'-2"for+75,-80 p.s.f:for mountings without"h" FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING header.See sheet 5 of installation drawing for other spans 17-096 PRODUCT OF EVALUATION REPORT.PDF and pressures.Valid only for wind zones 1,2&3 as defined Created by Independent Third Party:Yes by ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugate ga vanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 17-095 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-095 24 GAGE GALVANIZE BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida,Inc. Other:.Large Missile. Max.span is 9'-8"for+30,-40 p.s.f. Created by Independent Third Party:Yes and 7'-2"for+70,-80 p.s.f.for panels mounted without"H" Evaluation Reports header.See sheet 4 of installation drawing for other spans FL11968 R4 AE EASTERN METAL SUPPLY, INC. DRAWING and pressures.Valid only for wind zones 1,2&3 as defined by 17-095 PRODUCT EVALUATION REPORT.PDF ASTM E-1996. Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by Drawing Number 17-098 tracks to provide hurricane protection. Limits of Use Installation Instructions it Approved for use in HVHZ:No FL11968 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-098 CLEAR BERTHA STORM PANEL 2.25.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida,Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile.Max/span is 10'-0"for+28,-28 p.s.f. Evaluation Reports A.S.D.and 4'-0"for+105,-110 p.s.f.A.S.D desgin load.See FL11968 R4 AE EASTERN METAL SUPPLY, INC. DRAWING sheet 3 of installation drawings for other spans and 17-098 PRODUCT OF EVALUATION REPORT.PDF pressures.Valid only for wind zones 1,2&3 as defined by Created by Independent Third Party:Yes ASTM E-1996. https://www.floridabuilding.orgJDr/pr app dtl.aspx?param=wGEVXQwtDqsxYIeb4opOD... 2/14/2020 l GEIVERAL NO 1. STORU PANEL sHavi On THIS PRODUCT EVALUATION OOCUUMT(RED)HAS affV WERVED FOR COUPIAVCE IN ACCORDAUM a.1)V0440AV EMSE004V OF 7APCON, PLCO FAA11"I IF.AMD Cr 1AP-GRIP AVCHORS 4"FO C&CREM BLACK mw rw 20)7(50,EUMM)Or THEFLOM=i?U11DZNG COX THIS STORM PANEL SHALL b=BE INSTALLED AT�#&H VELOCITY HVRR4AME'ZON-vS ft61W-DADE/6RO,,vAqq CWMES), 4V.'Vr SHALL Si- I 1/4t I J/8-FaR ZUUC NOXW AhCMRS AND I I/$-FOR"t HEAD DTNk=r REM ANCHORS DESK.N WIND 1-04X 966, BE DEMRONED AS PER SECTION 1609 Or THE LZAMONFO CODE, g7)218-MK-tv ANCHORS S-Aa BE ENTIRar EmL7tDOEO 1N10 THE CONCRETE&M LUZ,NO EV-6040VT wro STUCCO FOR A MNO SPEED AS IZ-10OR-T By THE JZX=MV&H-M FNESE SHUTTERS WIL SE WTALLED MID ",&L SE MR.WTIEV. 11410-20 SCREWS USED SHALL VE 1 1/2*LONG MMW SHOULD STUCCO IVSr, AND t' FOR A V6QCCPW0ZffV PACFOR.4rd-,QE5.USNG ASCE 7-f0 FOR INSrALLAMNS MOER 2017 FSC AND SHALL Ammyta FOR wl'L-ls Im NO STUCCOL NOT EXCEED TALE U4.00YO(A-SO.)VESVII PRESSURE RATINGS 4V2CA?fD ON Szf--'U3 5 TNR!!9. W ORDER 10 4rWY FUE AWrc COAMM 1TL114"TE DMCM 00 LOADS tZTFWM;ED PDT ASCE 7-10 aj)AQIMMf EVE-IDUENT Or 114*0.J14"ALL FOiNTS SOLID-SET ANCHORS SHALL 67 7/8'INTO FPC CONCRETE OLOM NO SHALL BE FIRST REDUCED TO A.S.D.DESIGN MO LOADS Br UUMPtVAIG Th!Y ar OX jW ORDER TO MBEOVENt 04TO STUCCO SHALL 9E PEROMO. 114'0-20 S.S. MACHINE SCREW USED-'VWL SE.1 1/2-LOU; TO COMPARC WM W/46W (A5.0)DES.10 PRESSURE RATINGS IMMAIED ON SHEETS'5 THRU 9, AtmwUaf SHOULD STUCCO C."ST.AND f*MINK&FOR WADS jigH NO srucca 114 ORDER To VeR4FY T114T GGMPpFdE1JT5 AND ANCHORS aq THIS PZD.AS TESTED WERE NOT OVER STRESSED.A 53-1 JNCFZ4SE R.4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXM9r, WALL,ANCHORS SHALL CC IN AUOWA84C STRESS FOR KW LOADS WAS(a4db USED W THEIR AMYW.A DURATION FACWR CV-1,60 WAS USED FOR LQhV ENWOff TO RfACIf THE UQU STRUCTUVC BEHIND SUCH PANELS ANCHORAGE S'AU BE AS M174VED ON molm IN 4ER1117CATrom or M5mr-R5"rwD. S.1)AND A.?)AROM STORY PA&f-S ADEOW-s'FOR&PACt AND WOut PZSiSTA*Xr HAS WZW Vv ACCORVANCE WITH SECTION mw T.2 OF (C)A.-.OtORS S*ILC BE WSrA-ILZO rMLOWC ALL Or tt---RECOMMENO4770hS AND SP5C;FVMS OF INS ANC-HORS THE MOVE 4000t4W CODE AS PM AU REPORTS f 0121,01-95R.j 0319-DI-00.f 0521,01-00 AND IF0502.01-05 4-0 MINUF-ACTURCR. P5 17.02-04,AS PER[UPACt 7-ESM4 EQUIVALENT TO ASTU E-1996 STAAVARD&ASM E 330-02 STANDARD. MOTED TO fA6FAL4ATIONS 11,01MV MUD ZOZ5 1.2&5 AS D.-FINED BY ASTU E-1995 STANVAPD.,AND 10721,01-01 PER TAS 201.ZOZ 4-203. PANELS MAY ALSO at fusiAuED HopjzWAur FcaojV?Na JArSTALLAWN OEXA(LS SAM-4 ON SECTIONS I THRU 6(5M7 J&4 OF ALL ALU10JOU SKU U--At PANELS SHALL HAVE W52-932 OR 3004-HJ4 ALLOY 9)f0VPF THAT HEADERS J, 4&5 SHALL NOT K USED. 3,ALL AIUMINMt EXTRUSMSALL Er ALLRWJUU ASS SMAP CAP AHE FAMM FENUNC.WN 600-A5 ALLOY&TEMPER UNLESS OrlewitlsE NOTED. a IT SK:LL BE THE RESPONSV411Y Or THE CONTRACTOR To VERIFYnf SOUNDNESS OF THT STRUCTURESTRUCTUREONLRE SHUTTER is TO CC STORM pvta cavPONIENTS 0 MODEM PLAYENO ATTACHED TO INSURE PROPER ANCHORAGE. INIS SHUTTER SHALL ONLY OC ATTACHED TO CONCRETE&OCA OR WOOD FR0, 4,ALL SCREWS TO RE STA14ZSS STEEL JO-f 07 J)6 AW SMS OR CORROSVrif RESISTANT COATED CARSON STM AS PER AW 9. 174E0*141LAITON CONMCIOR 15 TO SEAtlrAULK ALL SHUTTER CotmoNew Exes wvt izmw UNcammous CONTACTmim THE 5006 W1 SO-ka Wa-D STRENaW 1J10 90 Asf 7XVIC-SMUGIN&'SW4L CMMY W1 nORMA Sla&Ar-CO"=764 SMDV,G To PREVENT Nffi.111RXjjV W7RU.QaV CA!&K AND SEK SHUTTER MCKS ALL ARO41,0 nAL MATIN. 5. MIS TO RE ASTM A-307 Gam'VAM2itV STEEL OR A151 304 5EQT5 SMULESS STEEL MIH JS k tJh%'XUU'rfLD STRENGTH fa (a) 1INiS PZD,PREPARED Uy THIS ENOINEER IS a8r=AND DOES AVr PflaME INFORV004 Few A SITE SPEC4FIC PROJECT,'4f. IJ1,16RC THE`SITE CONDITIONS DEVIATE FROU THE RED O VvVfDRS TO 11941 SHALL Or AS FQLONS:(UN-IM OrKAWS.-NOTED) (b)CONTRACTOR TO aE RESPOAME FOR 714E SLIECTIaM PURCHASE AND INSTALIA14M INCLUW4 LFr SAFETY Or THIS PRODUCT UdSID DIV THS AF-D. PROVIDED PEISOF MES NOT DEVIATE FROU THE CONDITIONS DETAILED a&I MS OM&MT, (A) TO CXST1?X POURED COIZA.Mr CONSTRUCTION SAMW AT VIE(S 1HE COVIR4VORS ATESPONSISiOlY - f14-0 TARCOU o4V040RS AS AAAWAC)%r--00 BY tF.W. gUtDa. - 114'0 Or AP-OPENAJIXHORS 0-rR'rH4 7,7JD-CO11),AS AMNUFACTMED Or MU-FAST C04PORAVOM THIS P.C.D. ML CON--IOERS-D INVALID(F ALTERED OrAUV MEANS. - 914'd ZAWC A!--tffJ AAVA7R5 AS --Y POWER FASTEIVERS U.C. - 114'0. ;IIB-r*tK-1H A101ORS 09 EICC mate&fe-min IPAAaMAIE'AS MANUFACTURED (a)SITE SPECIFIC PROJECTS SHALL CC PPEPARM Gr A FXOKWA REGISTERED f?(CWaR OR ARCfqtECr IWI%al W17L 8VO00C MC BY POWER rA511CUM mc Aw aw cassvumav Ppocum.RCSPrC.(*tr EACMICER Of`RECORD FOR THE PAWECT AND WHO M-L RE RESPONSIBLE FOR nir PROPER W'T OF THE P.Ea EVo7A(.EER Or R--CORD,A-18.1,10 AS A DELEGATED ENGINEER TO THE PEO, ENGINEER SHALL SUBMIT TO 71K/5 LATTER THE SHE 114*0.314'ALL POIX* 5 SQQ-SET ANCHORS AS OSTR(SKED GY A�L M's7S SORCO'. SOLT&SPECIALTY COXfPANY. SPECIFIC DRAWINGS FOR REVIEW. NAT) (c) VYIS P.Cb. SHALL BEAR THE DATE AND OR4Y."t SM.AND SION4TURE OF TTI::FROFESSOT444 ENGhCfR OF RECORD rpAr A 0 U1111mud r0auld-riff eirp POURED CCFXPLT---Or)APICON ANCHORS IS f 314' FOR 2XMAC NAVY ANCHORS IS 1 1/8' TP ft, FOR a CO PANZW41C AIMNORS 6 f 314•kiD FOR Cf W-CRP AMHORS IS 1 T/4' tf, SeVITER UANUFACTURER'S LABEL,SHALL'BE LOCATED aY A RC OXY MIME LOCA M- N AT SR;,Wf FAIeEL IN ACCORDANCE 10M A,2) 71e CALX-11V A&V--R5 SWI,BE ENTRaY M5E=INTO TRE POLI-RED CONCRETE NO EW4vstENf INTO STUCCO S4CM1 1303.8.3 Or flOWA&"=COME ONE LABEL SHALL Or PLACED FOR EWW OPDIA'G -WALL.RE Pct MO. 114-0-20 ZREMS USED SWU SE 1 112-106-i W&VfU41 SHOULD STUCCO CKIST.ANO t- LA,1,2,#,t0 TO COMPLY WITH SECTIMI 1709.9.2 OF THE FLORIDA 801OWO CODE. AP,V,UUU FOR IMUS WtH NO STUCCO AJ)ajWuy evaMiaer or t1410.J14'AU MWIS SOL10-SE7 ANCHOPS SHALL SE 718'11170 THE POURED CONCRETC, A'O fUfffIUENT INTO SILCOD SiWL S.'P£PMIFTED. f/4'0-20 SS AaCRINE SCREW USED SHALL SC 1 112'LONG LaNMIJU S1OMD STUCCO OIST,AND Y'U/NaW FOR WALLS A711i NO STUCCO, A.4)fM CASE 7k4T PRECAST SMfi& FRCCASr CONCRETE PANELS, OR PAVERS HE FOUND ON ME EX671MO WALL OR FLOOR, ANCHORS S�04L Of LONG ENOUGH TO 4&4CR THE&W,11 STW-1TLMC DzW#47 SUCH PAROLS. ANCHORAGE SHALL EEE AS M NJaS 49-1)4-42)A60VZ l§tiALLI OL MIS DFAMING SHALL ONLY BE USED TO (a)70 Exlsvti�-Comm—m aCCK met.- ve ....;...... ..I t/ ommv PERmns:iN THE STATE or FLORIDA.- .114-0 rAPCON 414CHORS AS M4'"ACTUh-10 BY trX BUILDER 114-dCF r4P-a--&-kVCWAS(BEMW STUD-CON).AS IGMUFACIURED SY TRU-FAST Oa;,-OS%T4M No,44167 114'0 2AUAC ANCHORS AS LM1dJrAC1VRCO BY POWER rASIENTERS.INC. 114'0 X 718"CAW-tN A1JL11ojM OR ELCO I.Wa&female 'PWaAfATF'AS 111kNUFACIVRED BY POWER FAST007',.WC,AVO aCO CONSMUCWN PRODUCTS. RESMCMELY - 114*d o 314'ALL POWIS SOLO-SET'ANCHORS AS W$IRMTED Gy ALL F0045 SCRE'ri.BOLT 4,SFECALTY COMPANY. % FLORIDA BUILDING CODE (Ron High Velocity Nurrica0e Zone) - 114-0 EO HEAD DY948XF 7-&-Vr A&CF4URS AS&W.VrACTURM BY tr.W. attax-m. ag717 mmm W., 0�050"BERTHA A-'UAf1NUV STORM PANEL 0 (2.257 DEEP) MkW OvI EASTERN METAL SUPPLY, INC E-C 0- m Awm m'r mur TESVIX&rNaffircmNo COUPAKEST A"Mot n.J340r 0 =-w;1—.0ram n mW Ffa 17-0.96 fs-owvlo Tufrj'.P.E. iErr f "r'A '9 ZDA-a-- i WOA car :Iva -4,643'00 TA.- IN) rout Kzow) 2,500-- j ow"U.. also' Y/--12V [--faw fr"rcfrr-W&?) anmw foopo-1 t5w* 1-11z, uwlR.tTs 4-1w, jy gfzs* WV" Mj -1,f 'IT R Til -i .111.1. 77, (DDULL ALUMMV9 PANEL WZ HEMMED EDGE5 @HALF ALUMINUM PANEL W1 HEMMED LOGESR. @ U- XEAOER SW 50,-f, msw(ro,e_mvr.)- 9.119'(row worn) *h" HEADER 3' Max. "U- BUILD OUT -t4307 too T 1. -} p9J' REVERSED *F'ANGLE (DFULL ALLIMINUM,PANEL W HEWEDOMA HALF ALUMINUM. PANEL W12 HEMMED- TRACK 3/8 Y. 16 OF' LE BUILD OUT J ILI'• BRACKET TRACK `F' TRACK ft" UAt9tfLWAMI 4 • *F' TRACK ANGLE 1 sLvw--_-- x7j, 3•S'.3TU0 F76rrCD r0 (Maxld 2 11 5 F.a 3Y J x .125"ANGLE f7 DETAIL f. smo(v/D--wr zwc X"I Jvd I' smoom ON srcmm ANGLE WITH STUD NOM pullco W&C mr Om1 OPTION @ KEY HOLE AT PANEL ut efI -Z, (@STUDDED ANGLE Kr E WASHIM 102A ROUND HOLE"Ar PANEL (OPTION TO 12) At 40r*V tg#r rw 1/41. is,m-ewle ruQai-u ScRjsv Apmd 11 W 7------- FLORIDA BUILDING CODE (Man gigh Velocity u no Zone) u N 67 0200"AYMA 14. 0.050" BERTHA ALUMINUM STORY PANEL au (2,25-DEEP) OF —0112611 0 F(0��,-.40 EASTERN METAL SUPPLY. INC a4rcl 7711.7tE C 0 4268 war;xwm cpwE RUN irsnWo&rNwNrrmbo compAvr 4=T FALU AWK FL 3340 - (55f 1 j_,716 17-096 xawc )64 D;U*Ma Ab WAL !Wfrr FA or f4 f—TOP TRACK (5EE Call.POA'£A+TS SHEET IA OF 3) cx { CONCRETE ANCHORS (SEE SCHEDULE) ft AfiR.i .I., f lr dpn,I 1 O O Q O O O i } I ' li l II t l � I i I'i I i It tlfrtj�. ' �~'.� r� ' I ' � ; I I , ' 1 � � I 4 � � t � I i ! ! I � '' .r���'�}GENSF�•''; - i _ri_JT �t I I CONCRETE ANCHORS (SEE SCHEDULE)— .3ST 1 Min. -sorrow TRACK STORM PANEL TYPICAL ELEVATION (s-F CCtf�'y,1"'S• 51f`ET '") SCALE: 1/8'= i" 1/3"1.(ox. CAP 1/ "Max. GAP tri FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zane) sroer mrFca mr 0.050"BERTHA ALUMINUM STORM PANEL ca (2.25"DEEP} tamr W. SECTION A—A EASTERN 42MEALOEV�METAL SUINC °r%" rKttr tFSrft(G Fxaf h rtanfmry COMPANY mar 0, fiacm r2 J1,07 aaa via aaxti n a.ca F w:f.(ssgaos-ez6�FAX (66r>=f1-rns T7-096 n•ar r frP7iAr.rav.�:[X.yren-rylr lcre'nx ta:r mar4+r tur G�3S4G Ito EU-dt3C6r19 +ems as rspr. •river s� in cRI A.T;dl'r k.P.F. ' S31CFT 2 OF r[ n.CRJ"ui r;e [[167 s Vf TWIQN.AU PWX SAP-sAT. 'tWlr 14'a.'r, AxT. aco w4v fr-w PAWL Rm-�ia om, =spm4r'mSPAC� • trr rp" ;�0 tart. c�w£Dut MR vAC-4) Cont:w-carr.mx�f ah? 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POLE-Ea coxr7l (2.25"DEEP) CPA4V Br REMOVED FLOOR MOUNTING INSTALLATION �j��"'_'_"'� EASTERN METAL SUPPLY, INC 01x2%1' SECTION SA JAB . !' .265 I rSr saA.BS tour rtsnNa&£Mcma"ING COuaARr wFsr ei u vaa(72.JJt07 scss M..,tiq u.ar..rw vw.9u ucc+>n.s,ec PrnxE,(5sf)207-526_.W.,(sSrJa+t-1 n6 17-096 rrm•..nW}!rr-raa.ro,Lmutsn.raTr _ rs-xs76ns �.•• L"r aotwR:G Ns ' WPN.tER A rlCttr Jr.P,C �. f{O rhw. nn . 92GT f GP 7t FLo2&z L:r. as1G7 s BLOCK W4-,L CONCIETE • Hi�jl� CII C400K WALL proOrro POURED CWCF-17C 0:VI=..&0-19 6063-16 ALLOY Cont AA,,A.ANar COIXR477C OR 4Aa RECUREO WM Ahr-qORS V 12 0-IZ 001WRVE OUICK CoNcRt7c 2.500'Ao, —7§ I WALL AEOAAVfOlqS I o 114-CJP 0 12'D.C. RES 1p- 1XIOD -7 OR ['75, 5'x.055" o-' cq OR 2-, 055- IMMAIC LEG LOCAW-V tO 2'1 30;3-H14 OR 061-T5 ALLOY 1.1 OR N OR OR. Ak-AWX &LIV UrTALLAl- 114* mr 4 D.V' OEWT PLATE Co,.t Ahm.ANUE ni 024 O.C. 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TOP/60TTOM 71-91 9-2' -R7 (5fr5ChEOMf FrR SPA-----) lofLN POYM.1 465.0. -70.0 81-9, 7-2' 8'-sl -• m WALL MOUNTING TA L L A Til V *70.0, -75.0 6,-8, FLORMA BUILDING CODE (Alon High Voloolly Hurricane Zone) 0§1 AA SECTION 91- No 44 k CM7 MKCA oe- 0.050-BERTHA ALUI STORM PANEL LIM 4oMo. -60.0 (2.25-DEEP) MAW or., LI Of WE:MIMI PANEL L--'Xm IS J'-O-- EASTERN METAL SUPPLY, INC CAM LIE C 0 d2 'ST PVAZ DiAwE g.......... &mcmCCRaiV cowslAmr pwmr am $C`m.4. % 17-096 sl "i (Zo rRAAMG Ab A ax W14 4 T"Jr.P.E. sarr 5 or rims,Lc HI67 ruc SOWDOX AWATES rfULMD Af PRESSURE RATING AND CORR&SPONDING MAXIMUM ,ANCHOR FW A d-AW ASD.DEPOV LGAV AM j64XfVUAf A.S.D. DES[G YZ (p HOWaW QA0WVAf PAka LEWUPI ft AV)."-'tW Law uusr Er vmraD As pm SPACIXG SCHEDULE FOR INSTALLATIOA'S INTO CONCRETE AND.CQNCRETE-WQLL25,TRUCTURES • Sc-OULE ON SHaT 4. 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AOXMMG SPACWZ SHOWN ON SChEDULE BY WE F'OUCAbNO % FACTORS.(k%1.E.D.FUR CALX-1N ANCHORS&ELCO 4 Aq 12- f a- 12++ 12* 12* f2- I 8 V12' 3(BOUOV) • FmamATE is 2 112'.AND 3 1/2"FOR SOW-Sa ANCHORS). to 12. 12- 4 Las lV1 11. f2- 6 12' i 12' 00"0(0 FACTOR 12- • 12- 12- 12' 500-1 ACT= r. a - — a ,f 3 Z-14a rW.W ORN rAftM /T;.YjAxr ckw� MIA) Cr Up ......... tvk -aT '' /mam4rT 11 12- 5(vormw 12. tz, 6(TOP) .86 .75 ..718 1.00 it 12' .71 .00 .60 SA;, TTWJ r2 7 2' .50 7(00"OV) J5 i2- rg' 12' 12' 2- (1OO/80 FLORIDA BUILDING CODE (Non High Velocity NurrlDane Zone) C201Y mrrcn art. 0,050"BERTHA ALUMINUM SrOXf PANEL t.0, (2-25"DEEP) ram"0r EASTERN METAL SUPPLY, INC DAT07 E. I L IE C 0712f1 0 m.- 42M Kzsr Ra4W aver nut 7LSTrNG d CNtitNECxfNO CDYPANY Fr KrZr FAtAt E,&.04,rt�J3407 =�lffi Ae.(66r)2W-eZCa FAX.,(3V)d41-$7f6 f7—096 IV 119 IF' sR1aror Y, F, 4 1144 67 1 D. DT, ZIGAf FRC SURL ii�vv�.(p s L) AND.CORRESPONDING MAXIMUM A - x4me a4 mw AAAH Lam raq A df7l I f. 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