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Product Approval
i RECEIVED AUG 70.6 - �� LE Cop _ p ���=cr°"`.,u �����..� -" �s ��? �,�, �v..x;: x,�•';1' �,. :ems-Y..r+ r-.�w'� .�`. Yna f ELFS Home Log In Use,Registration Hot Topics Submii Surcnargo SGtts S Fact Publications j FEC Staff i.; SCIS Site p 2 links Search Bruns nez"'l PIVfessib1 Ia) O Product Approval USER:Public Usere- ^`iof ` tr dust Appro,,al!•i?qtt>ProcWct orH3Vi:�.A:¢l_t S"Jr >__r;r•r.Lai> ication Detail FL# FL389-118 Application Type Revision i Code Version 2014 Application Status Approved t Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emali 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmeta 1,com Authorized Signature Bill Feeley I rod riguez@eastern meta l-corn Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Categorybutters Subcategory Accordion 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.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation,and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence =L fi°_ ��._..tKQiHlA�QtYRDJO .!NONi—V i .cif Referenced Standard and Year(of Standard) Standard Year ASTM E-1686 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By ) '? g Sections from the Code r t Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL V Model,Number or Name Description 389,1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades ret tined by tracks Blade 3-(Non-HVFIZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No = F[::;`£9.....K TI_A.S.S.A_r ;;..._pt2kG•. 5_�R-,a" i Approved for use outside HVHZ:Yes I Verified By:American Test Lab of South orida Inc. Impact Resistant:Yes I Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psiD`s >_1S`.1:>tik-sw` positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASG load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for 11 installations into Metal Stud walls is 79"for max.ASU I pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. j 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades relined by tracks i Only-(Nan-HVHZ)-Drwg 15-08S (top and bottom)for storm protbction Limits of Use I Installation Instructions Approved for use in HVHZ:No F fii; 42E_fl._A_�.S A.I'JK:._f,ti_r�•C_i)`` C!` Approved for use outside HVHZ:Yes 1 Verified By: American Test Lab of South Ronda Inc. impact Resistarol—y-esIN i Created by Independent Third Party:Yes Design Pressur •N/A P Evaluation Reports Other:Large miss) of"D".Max.Span is 16'-0"for 30 t R c ti p.s.f negative ASD load depending on centermates and Created by Independent Third Party;Yes locking rod configuration for the HVI blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HVi and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans 1 and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interfockingiblades re ained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions . c Approved for use m HVHZ:No F_.�.33...a?r�:+�.�—If�I�,.._��I�v1G_1`:=%•4,11 Approved for use outside HVHZ:Yes Verified By:American Test Lab;of South I(orida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load ELM..)_ice_.A= for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third?arty:Yes 12,25 and 28 respectively Fch ta'O%; - Contact us:z 2601 Blair stone Road.Taeenassee FL 32399 Phone:550-497-1624 The State or Fronde is an AA/EEO employer.CoPyr;ahr 7007-2013 State of Florida.;;Privacy Statement::Aceessibilitl 51etem.,) : Refund Statement Under Florida taw,email addresses are public records.If you do not want your a-mail address released in response to a Pubtigrecortls reggest,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail..If you have any questions,piease contact 650.487.1395.•? uant to Swoon 455.275 (1),Florida Statutes,effective October 1.2012,Rcensees licensed under Chapter 45s,F.S.must provide the Department with an email ad fess-they have ane.The einails provided may be used for official communication with the licensee.However email addresses are public record.If you dia net wish to� r:suppiy 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 chapte,455,F.S.,please click here. Product Approval Accepts: EH M Crgd:,(CSrd Safe GENERAL NOTES: 1.BCRTHI.IT.V.ACCORDION SHUTTER SYSTEM SHDWN ON TWE;PRODUCT EVAIALtTION DKICUNENT .6.0.)HAS BEEN VERIFIED FON COMPLIANCE N ACCORDANCE WITH DIE 2014(510 EDITION)OF THE FLGRIGA _ _.,,....•._......___.........,,•__-....,..� BFNLUNG CODE.THUS ACCORDION SHUTTER Sr.MV SHALL NOT BE INSTALLED AT tDGN vF1 N3ITFLTMJ(C ZOFR,. 0M-IGN WIND LOOS WALL BC OETEPA"D AS PER SECTION 1630 OF THE AFTOYE UtM10WED CODE,FOR A BASIC WIND SPEED REWIRES]BY THE JURISDICTION WHERE SHUTTER WILL, TABLE OF CONTENTS BE INSTALLED WW A VITECTK)NALIIY FAGIOR Kd.OM.USING ASCE 7-10 AND SHAT,NOT EXCEED 14E MAXIMUM(A.S.D,)DESIGN PRESSURE RATINGS IEHIICATED ON SHEETS 11 tHRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE OMC44 WIND LOADS OCTi:ANNED PER ASCE 7-10 SHALL, UE FIRST REDUCED'-lU A-S.b`C"ES��MT+') .5'�'"'���""""""�'"�'"""""'"'""""" ^'^^"•^•-'^"^'^^^"'^• -,w°•-�, BY MUI.TTPLYDNG THEM BY 0,6 IN ORDER TO COMPARE THESE W/MAX,(A.S,O)DESIGN PRESSURE RATINGS WDIGITE)ON SFIELTS 11 THRU 15. I9&20. GENERA..NOTES SHEET 1 IN ORSETI TO VM"THAT COMPONENTS AND ANCHORS ON THISS P.B.O.,AS T,7al.WERE NOT CACTI STRESSED.A ST X INCNEASF.IN ALLOWABLE. %TRFS'i FOR WIND LOADS WAS UM USED N JIM SYSTEM COMPONENTS 1-20 SFQET 2 HOWEVER,ANALYSs,HOER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VWROATO4 Or rAS're*AS N WOOD. ,YSTEM COMPONENTS 21-a•r SHEER 3 ....-...::-.......BkRTT1A:#I.V.-A1xORgD17.SMIFSER•.SY&TELLS.AWQUAd;YiCLi 1NNIa-A,N0..,1.ARRC.1fWILE IMP,CT..IOW.fiiLi',Nf1 T;1;VER IflL,{N.AGCQRfASNLE,Wl1N;nq.tI.ON 75t1Y 1,?.QE.,T11E.Ar3WI..Nf!�fTfMF-0..CODL tiS,fIERm. ...,...,TYPK»4L 6NH}-r 4 AlL REPOTTTS SHUAFa2:d55EMBL.Y,38c44. <.... .....,. .- ....- _._.. . TYPICAL WINDOW MADE&WINDOW DETAIL ..... -4HY FAAOE(D 00214.01-03.40710,01-0.3,/1004.01-(A//274.01-06,10317.02.06.10"'01-10 AND/07.10,01-11 AS PER TAS•401,TAS-202 AND TAS-203 PROTOCOi41WD AS'YM F.-Im (j��� `j! � DE(1 AND-•14V VANMW RI ADE Q AND E-1996 STANDARDS(MISSILE 12V6L D,WIND ZONES 1.2&3)&/122,0.01-10 AS PER TAS 201,203&203 PROTOCOLS LAM MISSILE (WHERE AoPLI MFR -HV WINDOW BLADE Q)10605.01...08 AS PER ASTM E-1880 AND E�1996(ULSSIEE LEVET,D.WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND 0 0729,01-,W AS PER TAS 202 PROTOCOL. 1YPIGAL SItUTTfJ(ELEVATION&NOTES ON LOCKS SHEET$ INSTALLATION DETAILS A'-F.CONORFIE/M DCK SHEET 6 2. W GLADE(f)AND M WINDOW SLADE 0 ARE ENGINEERED TO WOHY IN UNISON WH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USF.INWATF.D ON SHEET 10 INSTALLATION DEWLS 0-10,CONCRETE/LTLOCK SHEET 7 3.OEfRH H.V.ACCORMN PNS(NV SCREWS).USED AT'.IAMCS KNUCKLE AND FOR DIRECT MOUNT'CONNECTON TO TRACKS SHALL BE 01492.'M'AND/14.1.7V RE:iPL-CIT4ELY,410-HI MINIMUM WSES CEHTERMATE" DETAILS FN SHEET 9 STADW,ESS SEED.SCREWS WDI 139.0 Nal YIELD STRENGTH AND 780 NqT TENSILE.SIT4F.NCTH.PNS SHtll 8E COATED WITH BTArrr7A W DACROSHElD COATING Sri3TEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SF&•T;T 9 CDATM APPLICATORS.REGISTERED WITH AMERICAN SfAIrrFR SYS EW A5">()C MON.PINI:MUST BEM THE IN MARKING ON THEIR HEAD. END4.AL AOMHUM r.)(MUSIONS SHALL.F#:AULIINUM A5,10CVATIDl4 ALLOY AND TEMPER AS INOICATM ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR GU6 YO ALLOY IS 30,0 ksi AND 35,7 ka)rOR UM CONNECTION BLEB 1-6,CONCRETF.fFILOCK SHEET tU 6009-TS ALLOY, AN HOPI SPAN TABLES SKEET 11 ANCHOR St;FHEULM.E-CONCJtETF,A 9lDCK SHEET 12 5.ALL SCREWS•70 EM:61NKJSS STEEL.J04 OR 316 AR SEWS OR CORROSION RESi9TANT COATED CARBON STEL].AS PER DIN 90016 WITH SO W MIN,YIELD STRENGTH AND 90 Md MIN.TENSILE$IRENGTI4, ANCHOR SCHEDULE- CONCRETE,&%LOCK SHEET 13 AND SINAL.CO4PIY W/FL OROA BUILDING CODE ST(OTDON 2411.3.3.4. ANCHOR SCHEDULE-- CONCRETE&raQ(;K SHEET 14 6.BOLTS TO BE AGGIN A--307 GALVANIZED STEEL,OR AS1 304 OR 316 SERIES STOO&ES6 STEEL WITH 3.5 LM MINDIUM YlrLD STRENGLFt MCAHOR SCNED(M.f.--WOOD STIEET 15 7,SEETHE FOLLOWING SHEETS FOR ANCHOR Sf'EpRCJl1TCr>H,:HY 61AM(0: 12.13.14.15 AND 20 INSTA.IATK)N DE.TABS M-R.WOOD SHEET 16 W BU.O£(D&(Ji WWK-.- ,IN UNISON: 12.13& 19 INSTALLATION DETAILS S-•X.WOOD SHEET17 S.THIS BERTHA H,V.ACCORDION 5H MITER$670A BEARS A U.S.PATENT fe'77Qr5R2.COUPONENT2 Of TITS APPROVAL ARE COWERED.IN WHOLE OR IN PAM'Bf U.S.PATENT d(1'4$R.179 r,'WED TO;ASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET'10 METAL.SAiPPLY,1N:. . 9.IT SHALL.BE TME RCSPONSTFIILM OF THE CONTRACTOR TO VERIFY THE SOUNDWSS OF THE.STRUCTURE WHERE SHUTTER M TO BE:Ar1ACHFD 10 INSURE PRO+FR ANCiIDRAGF-CONMNCrOR TO SEAL/CAULK AREA S- .�11N1 BLADE A ONLY ALL SHUTTER COMPONENT EEK>T;:S WTHICN REMAIN,1'HRU F'AS'TEWNO IN COITTIMMS CONTACT WTYH THE FORDING TO PREVENT WIND/RAIN LINT W.M. TYPICAL SHUTTER ELEVAUON SHEET 19 10.EMI UNIT MUST Nm BEAR RPERMAALLNV PERMANENT TN A MIEUPLL4CE WITH WAfjVNG NOTE DURING PtRKOO)S OF HURRU;AXE WAftVNCS HOLIE OWNS, IENANT.OR OFHFfr',MUST MPERLY CLW':*ALL.iM AND NO C[N AREA S- _WlNQGw QLAIt� Cfl QN�V 11.SHLUrrf.R MAN'UFACTUREFYS LARF.I,SFW.t•BE LOCATED ON A READILY MULE LOCATION AT ACO[R"i'SHU'TTER W AOCORaWCE WITH SECTION 1710.0.3 OF FLORIDA DUIDING CODE.ONE LAOEL Mwl TIE INSTALLATION OFI'AILS, METAL STUD WALLET SHEET 20 PLACED FOR EVER((OPENING. LAELING TO COMFILY WITH SECTION 1710.6.2 Cr THE FLOMDA BUILDING CODE. .-..J.,...a..-_-.,".• 12,BERIHA.H.V.ACCOWION SPWIE'R SYSTEM'S INSTALLATION SNAIL COMPLY WITH SPECS INDICATED IN THIS DRAWING PL2rS MY BUILDING V401 ZONING A7'DULKlICHS PROVIDED BY TIE JURISDIGTION INHERE MOAT IS APPLED TM '13.(n)THIS PFO.PREPARED BY THIS ENONEFR IS GENEW AND DOES HOT PROVIDE INFO VA11('NL FOR A SITE SPECIFIC PROJECT;i.e.W4MF THF SZE CONDITIONS DCANIT FTM THE P.E.A. (W CONTRACTOR TO BE RESPONSIBLE FOR THE SEUcrION,PUFtCHASE AND INSTALLATION INCLUUNG LIFE SAFETY OF THIS PRODUCT.DAS'ED ON THIS PJ-,.D,.PR&MED HEISHE WES NOT DEMIE.FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUC1M41$LEFTY A7 SITE IS THE.COMPACTOR'S REEPONSRNrY. OBTAIN PERMITS IN THE STATE: OF FLORIDA (o)THIS PEM.WILL BE OO.S61,'FRED INVALID 1r ALTERED BY ANY MEALS. (o)ARE sKOF.0 PRWECI'S SHALL 12L PREPARED RF'A FLORIDA REGISTERED ENGINE R OR ARCHMECT WHICH WIU.BEGONE.THE ENGINEER OF RECORD(EA.R.)FOR DHF.PROJECT AND VOID MIL 6E, RcSPOTD 0U FOR THE PROPER USE OF THE P.F.R. EOXINEER OF P.1;CWRD,ACMNO AS A OELEGATED ENGINEER TO THE P.E.O.EHCINEER SHALL SUBMR TO THIS(ATTER THE SITE SPECIFIC:DRA"MNGS FOR REVIEW. (�)txtu (A P,£a sHwl BFAH THE DATE AND ORIGINAL SEAL AND SIGHN?URE Or TH F Rf)FES'SYDWI ENGINEER OF RECORD THAT f`REl'AtEO T. FLORI6A BUfLD{Nf COf Non Nlgr, VelocltY NuTricone �clne . j)'., 1020,5 GT91ERN METAL SUPPLY,IN). T _ �__.. LSSA w � i tt s .■.. ■ ■ ■ -�� 1'E.' E.C.O..�K�. ,. *? �•_ .._ : Jiv.(�X11 w/CR w/o({v,IATHQYJWYEULE * TILLIT TESTING& ENGINEERING COMPANY American Shutter S StBmS Y OIL FnoM1u :MR ORvN:W; V.I.. -- 'wrEpF Association, Inc. I c.D 11-!92 411+/15 We 4/13,11 5 s O..n.. ,,. wva rIr aavA.n.,s,..xs.wuV+u:,.aGtOlc,nHQmA ul - VA•ma: 3a5 n-15sn.Fm Gs)Rn•1ssT 4258% NkstrODiO GrivO DRAWING' No ...... ••,..T•�C, J o-•mo� caDov.wn Nest PCIrn 8,1001. Fl.. 3340' a 15--085 ,,77�ry�tk� tAA1�` W VA A.III.IT J.P.E + s.r:. SEAT�S f,IS�i�URE/ME 1 .__._...__.._.........__.._....._.._ +i[T O 20 JA �s•.r,b,.snm.\x'!S� `"°�.• vAWES• I k-2- OW: , _ 1 1.857" _.____.._....._�:I •_-_.-..._.._.._ '� .37�' o � us PATENT il li QUAL�SFICD FOR USE: w/ rW OLAOE(T) _ 04 HV DIREST lAH � �J(l HV WINDOW 6I.ADE* 600,-tS ALLOY ANp TEMPER QWUFIerJ FOR GLADE E W V 6063-T8 AWAY AND 11WER -SEF I MiTATIIYONS OF USE OF MADE �ON 9HET,. 19 ..... .. .. .. :... -..-> 5drs•.I:eTO'aLl"0Y"'R"NC/`ttµ(N'R..., .._. , .ti. :'_eX2�eC.,.,_,c•r"LdI4.4:��� ... ...... ...... � � _ ... . . .... - t _.._.. ... .. ER •s . - .o6.M1' ry ____. ._ _ _ q".z. rHV ADJ. AlWTER JUPl QunUFIET) FOR usE w/ Hvce)HI( ALKALK-Q___yL_ VER__TRACK ) B(hDCC ou�p1.Im FOR U F w/ Iiv 9 N ..`'--"... . (6)HV ADJ. FLOOR TRACK 6L`6.5-T6 ALLOY ANO TEMPER S (-,, Y TRENCH TRACK T" . T MADEV) QUALIFIED FOR USE Y!/ IIV _........_....._._.��l QUALIFIED FOR USE W/ EIV 6065-10 ALLOY AM TEMPER BLAOFC(gONLY. Hy ING �Il BLADE 1� 60153-I6 AIJ.OY ANO TEMPER QUALIFIED FOR E063-T6 A(.I.OY AND ICYPER �' unfaL=S t oT• .•......._... _I f.5 t.!t3... 606..-b TEMPER 1•''�• __...._ at ans' _:9a? o9s' i ._{�.(H/3• .065 - "i ,97..... 1 _ SM. t I . If '1—} y •,-Cti i67oj 1666' � � QYuhS� )670? ���_M�.{ ll7fff ��5• ( � HV CEI tAQ-14EADER 1 HY- HD GF.44►�G_NEAI} Ql,.1LIF1Ep FQR USE W ITV tT1 ADE.1)QNI•Y _ Q 1(LinED FOR USE'W/ HV BIApE((t�OFItY, bU63^•TS ALLW1 AND TEMPEW" O'JAIJFIEU FOR USF' w/ HV E1lADF.:� `'t�; Hp WALL HF66GR/SII I SEE >ECFI WS FOI7 VALIDITY." SEF.. SECTIONS FOR VAIJURY, QUAUFtEp FQR USE W/ I•Iv 6063-76 AIJ.OY AI:D TF.MPF.R RU63-16 ALLOY AND MWEP. BLApc('},�ONLY. 6063-•T6 ALLOY ANO T'_'MPE 0.12(x1uPONENf A 6 YY M � % Y 1: 9 2 ,. 't• ` !D'MAXMA%.I t f6' t/6" „... ono,.fry ..._.__...... ....__.a.-,......._.._ ..__ .I L...2• MAX, 0.192" ti.192". ................. ......' �... ....._...__... ....._....._._.......... �� ait1F ANrI FC E POSTS INUh4 ANGLES `s 1 i,x r MAX. o.I9a D.19c~ � �--- s IFIED FOR USE ! ALtlh! i --IET7 FOR US ' LIFIED F40 USE W/ 14V ..........,.�_�...__.L,._.._...L....._._. t,, 606,1-TGALI OY AND 7I.MPE'R BUSS-T'S AU(iY'AND TEMPER C'7 i 2' I5'MA%.O.t39" 0.131• 6063-7G ALLOY AND TCMPCR H_ORPA BUILDING CODE(Mon Nigh Velocity Hurricane Zone p:Tjtji J,, 2015 EAstERn utTai.S(,rPLv, Ne.___, ATMA TM �... R Accordion QD K BLADE#(w/OR W/O H.V.WIN"BICE v* American Shutter Systems -- rv. '�uscaamw 71LrUenN.xT..3TESTING n c&-. ENGINEERING NGINEERIN7Ga5)s»C.'nOn.MPmsAs.Ni sYsT Assoctatlop, Inc. ra T.v3_ /1_5 4768 Watouds Drve x ... No What Pan,. Beach, FL .53.J -s... ... --........_._ pT}rJICQ� n-nab,t,AwUlud.can 1") .9/ e..S 4`\\\ wfl!VA IIt1R If.P.T.. 4 ...-_........�_........_...... ................ a, Sf NAI. ,� AT%IP.A N.9 14167 5 IRE, `.>(`..tIYy�GIf4AMRMATt 6.. ____...._____ sH 2 of 20 —w w %XWOrl 1'/4*20 0z I'msm I law fiAkr.D PAI f-m CAW 4( WRIMI) (2 Irr) WA12W*I—EL Imm t ss V'Al OVID, rh I,4AZT . ............ Hy LOCI< 0 HV EGRrSS LOCK nvAi QUALIFIED TOR USE W/W —BLAIDE 0w-0mvy. I ONLY ED. 3-*'-T6 ALLOY AND TEMP ONLY -11010) FOR*USE W/ Hv ADF I *& 6063-T6 ALLOY ANI TEMPERNY ER -CE FOR USE W/ -pl.IFIED V F31EMF�1,�ONLY 250'0 D 6003-16 ALLOY AND rCMPERMASTIC HEAD -p 4 .......... MOLDIMettle S 7 ............. ZW"AMR RuEnNo /4 -0-20 X 3/ltx S,S, THUMgScft 11470-20 RIMMUP 'Ff 610% IM 9444 XLAWWM(2024-TS ALLCM LARW FLWE TwN SfWX(MMOV.PATr f(*20,A,5 L0XVFAaAJfdU NIT XWXL CKMW IM",VMWOEW,WW M�, .4 ANN?FOUNI.. HY. --T- W9K worn awsk=N RMATE rim BY-MALE=. K ClffgFtlif H FEMALE "J!.100 9ENT HV A QMIF:lf'f) FOR USE W/ HV GLADE IQ jONLY W—InEO FOR USE' Y, 6063-T6 ALLOY AND TNPVR QUALIFiro FOR USE Vil HV SLADE(I)ONLY W/HV BLVE(1)ONLY. FB ADE OLIALIF10) FOR USF W/HV BLADE f.)"JNL)' 6063-16 ALLOY AND TEMPr.R 601115-70 ALLOY AWID TEMPER L J D 'S R E! 11111,1.1 0 U HD rEHM 61 &KIKLM E2 11 DIM! QUAIIFIE"O FOR kj5E HV 91ADEQ)& 1,A) QUALIFIED rOR Ul".. BLAVE Q I&q, I - n QD CENTER"TE W -TO ALLOY AND fEMPIR 63 GD63-T6 ALLOY AND ftMPrR OVALIF11:0 FOR USE W1 HV FILADE Q) Q'�) j �z PER I e WtL, 6083-T6 ALLOY RE CYLIN R AIV& 08 KEY 1 P�4 I U�l Cyuum 156" LOCKING M HD LOCK W QUA 14^ 9-22 AIS) .304 DY NU5R*NF H&RDWARE:MMISE LOCKS SERI"2333 HOOK BOLT LOCK, r 6063-76 ALLOY M40 TFUPCR IEEE S.S.-THU BSCRM OLUVI.AfIED FOR USE W/ HV BLADE(D& 0A/ QUALIFIED FOR USE'll/ HV KANDEQ- CODE.(Non If! TajN(I()W 'HILL REQUIRE A 7/18" HOLE FLORIDA BUILDING High VWocity Hurricorle Zone) GJ 5'L�? .0 TRACKS FOR PROPER EMSEDWAT 0 AT _j!'2015 EA-TERN METAL SUPPLY.INC. huffer System -T-V Accordion S �T Aii&&Ak H�V. ii.-W American Shutter SpTlems w,-Na DAW KE. TILUT TESTING k ENGINEERING COMPANY Assoclatim, Inc. 00 ll-oz —VI-- �41 St..*-%)S.Y-.0A PVVM,"RV.4A 3310 4268 We,,lroodn Djive PRAWN(; no West po;jr, Bead:. FL 33-;01 ;.. ..... ... ... 5-085 �IIIIN II 111111151\1\\ 00M A.111ELff Jr.v-f- F*11' P.E. S[Al./SlGNATURE/0AT'- a 3 0F 20 !!,�A,•ff{ i i 4{{dJj� « $ AND CENTERMATES: t E9+'E K N 5 T u I �,� '}`,A• � i. ONE.LiV LOGIC of��>INU.W.USED AT 1/2 OF STilp'lER SPAN FOR ANY SPAN A e Cc�? OR 12'AtlOVE OR OW JJ/2 STIUTTER SPAFI F'U4 SPMIS UP TO 105".ANO FOR INS•T '(IONS./tT MN ELEVATION. FIV LOOK}a R,�MAY USED AS A14 INSIDE.OR OUTSIDE LOCK.ATTACHED FO �OR?2J «..v,-..,. p:•m••••••v'}»•• ••••••e•�,••••. TYPIGL SHU(TtR :ATIEN. »•LflN6�#lAT G,.:Yb.•i.00AA✓?N.(SE.. ...«..u. 5)a ja LOG aKt GA IBE DIf ES U A5FAN OR tBETT�R OR F FDEGIACK.CONF(t97TON OFULOCKS TO CENTERMATESf0 .. .. .. .- 'Ey OR 'OF OCKb-9IUlS+tALL BE AS �$E INWATED ON TYPICAL IDI -V „ . .• .,L . :: .SH 'FP.Fls,AT10(VV....,,• .. ... V..... 3. H� LOCKING RODS ARE NOT REOUIREO AT, URRICANE POSITION, BUf MAY BE USED IF' DESIRED 70 tX•1 E 5HUfTER PER• IMAFICfS" LOCitINO RODS r3, OR AN N.TERNAIIVE DEVICE ' MAY ALSO BE.USED AT STACKING POSITION v{5,(NONN HURRICANE POSRION). AND Ct5TAl1ATiQNS AT ELEVATION.IIVCLOG(S i�QOr �f5 ULL,DE USED AS AN�SJ�Aa OF USED AT HOVTSIDE OR INSIDE I SPAN �y I ATTACHED TO k CORNER CENTERNATE W(2 1 °6-20 x 1/2'LANG FLAT'xFAO S.S.M.S.TWO LOCKING RODS(S AT TOP& BOTTOM,SHALT.BE USED.IIM'd11ON GF LOCK SHALL BE AS INDICATED ON TYPICAL SHUnER ELEVATION. I I MAXIMUM SHUTTER SPAN SKALL BE DETERMINED AS PER SCHEWLES SHOWN ON SHEET 12, 5� }}T( 1 a. TF,fTtifi.Tl?NA810A 1;. .• y •3 •" 4 QQ ONE ALTERNATT: HV WCK MAY BE 'ED W lLEL OF IN LOCK +u - FOR SPAN - d&�' �4 ' - ; IN5( TIONS AI'ANY ELLVAI(ON.AL RNATE LOCK MAY RE USED AS M7 SN£`OR OUTSIDE LOCK.AITACHMENT ! / - •- ---I i 1�I!- __"' `- "__" OF 1/4'0-70x3/4'S.S.TI1UM85GREW TO 4;�OR P.,'1J-CENIL72MAT15 SJiALi.HE MADE W/ 1/4'0-20x3/4'AI.11M. 1L 9 3 �.y�p -• RNNUt'A:SHOWN LN�L SECTION INE, SI{EtT B. ON'E LOCK SHMA.BE USED AT 1/: OF SHUTTER SPAN OR Two l AA.- V C_ '`` LOC,F5 AT 1/3 OF SHUTTL72 SPM. ? I I i 6. WROATC)5tY•OOt1BR10N 0 M 16YSTONEMMot �sTA�+�Tloks wa Hv LOCK G.3 w�y�f k§%'ALL ISE I USED AT 1/2 OF SHUItTER SPAN FOR ANY SPAN OR lY ABDYE OR BELOW 1/2 OF SHUTTER SPAN FOR SPAN$UP JIll TO W.AND FOR IN5TAI.LATi0ti5 AT ANY ELEVATION, TN LOCK 7j, or or qa MAY BE USED AS AN INSIDE OR L......._.�.1_. till ""'-"A OUTSIDE LOCK.ATTACHED M<�" 2.'!!SYMMETRICAL CE•NTERLIATE,W/(2) 1/L•-20 x 1/2"LONG FIAT H�EA^�.D;.S. 1 M.S.LOCATION OF'LOCK S71ALL BE AS INDICATED ON TYPICAI.SHUTTER ELEVATION. USE OF LUCKING RODS t:W/ OR!;. TOP AND VXMOM M CAMPLEICLY MANDATORY, If ED CONNECTION 1 ._"_.-....- DC.ML S"IN I Q f F li 1 J x l +i ` P Q P Y Y x. 1 •--.• •'.... To n;.WI.J. ++ �_ *NOTES ON HV "j•" LOCKS AND CENTERMATE% HEIGM. •�• OF CORNER t SEG9l�MTFTF ro uwal7pgF ODltIfT10N1�� �..[� �_......_ _...........__........- _..ux� ,uro�r _...... _...._.... .._.___ NI t Q- - • � •:. Q U OF NV LOCK} OR TOR MN SPAN AND TV•-._ LkS ALTERNATE AV 'T LOCK(�MAY 8E IN^TN.LED IN LIE INSTALLATION AT ANY ELEVATION.A1.1C:fiMATE LOCK(S_t)SAY BE USED AS AN WSIOF 0�2 OU SIDE WK.ATTACHIdEftl• OF LACK INCLUDES USING REINFORCING EOCKM�JI ,AS SHOWN ON SECTION MC,SHEET 11•WNCH MUST BE J• t-', \ .. CONf{ECTC(Y TO CENIERM+ITF'S MID W/ 1%4-030 x 1 1/2'LONG S.&THRt'ADED BOLT W/7/8'0 x 3/32' WINL-.NItT OR W/ 1/4'0-•20X1'S.5.M.5. INTO A ,,/4'0n.5/8'RNNLtf. LOCK MAY Bk INSTALLED AT MIOSPAN OR 12' •:�, CIG) •.qp•$1 rn NAXVJV ABOVE MIO OF-OW MIDSPAN.USE OF TY30 LOCKING RODS 4 TOP AND t3010M IS MMIDATORY. �is/.. _`31°i�.7•�.�0 O -41'x' •......_� - _— r"-381�r 01-@14� R *NOTES QN�HD�LCIS dc�CEN ATES. 1 mp 1K MD O 715•�1 OR(3j R 1313: ONE ALTER:WTE HD LOG((T) MAYBE USED IN UEU OF TYPICAL It; HV BLADE SHUTTER ELEVATION HV LO` §OR� TR�-SPAN AM INSTA IATIOMi At ANY EUWARON•fd.1ERW.TE HD LOCK'0 MAY SE.USED AS AN INSIDE.ON OUTSID9 LOCK,AITAGHMEKT OF 90 LOCK�10 k's W/3'B Y 3/B'F.H.SS,M.S..AND INCLUDES NJ.S, R©NFORC„ENINT INS(R7 AS SHOWN ON ZIM110NS H03-INTI AND -ENO,MIMI t0.LOTH NAY LIF.INSTAi.LEU AT MiWPAN 011 12"MAJOMVM 0F•LOW OR AMM MMPAN,USE OT'LOCKING iffiDS t3 IS COUPLEWLY OPTIONAL G WDD(t gii h elOCit Urrk-OrjI i ne \ •! 0 2015 E.V"TEITN METAL SUPPLY,INC. ...........A jam��� __ BER A Accordion Shutter System. AA. . ■/1� wt.D Iim .. *= �il/li$�f•.1�-.*= 11Li.IT TESTING & ENGINEERING COMPANYeNAst7a Association. Inc.Ss}ems _. 11-122 0 $TATE OF tk•s ens x...V6.M..W.aW.rrtna GOUNi.aAn.OA,fie _...-- ,�- t _ a2ss wnstrood; o�,a z 44 {,X15)871-t530.far l`A+')y71-t�sr DRAWING No R•••LUFi �S> .�` n-w<ra:tTtccnalmeom Wes! P,11m i:(e:aCh. F'i .}.a4.;7 a rJ-(�arJ ss/UNAL���\�\` 'TER X 1J, PX y cF A'rrrrF+ w%0V ft--A0A LK.1♦1187 a SHEET ?.I:. SF•AC1F S1CI�11111RF../GATE e S OF 2 CONU IE JJ:CWRS FO POURED L'REl)4�CNCRETE 'y REWiRCDOR NF:IE BLOCK, 1/t'!••'tOx3 s•�.S (SEI;SCHEIIIq.E ON POI/ �i,-_/ CONT E, CS�Er 31 .... ..�...- COMMETF ACCORNS - IRCD CO... (SEF.rCREEUL Re0U1RD .. lifl, 131CONCNEIE A MPM aZ (;EMTrrl�/fi(:S,tN/D4E•-S122C.0It LO1M.Ca' Si'AE W.E ON£NECT 1") '� ,X 1. r `•ut 4� ,/ ruin. �,-VACCIPHE a 95. : Ms •fir , D!�/ 1 $ 2S0•Y014 �,ja A t . OPTIONµ , w.xquwatl 1 To Cott 1$fC ' } j•1niWL w d] "' ♦ i.?Ir11NC.. »•..._— MiN.SCHEDULE N TO CET I ti 4 SCHEpUEE ON SIfEEt 77 w�uT lv eb1 1 1 F.XiSTlxc aroiv®s!A i Will.57irtAA,tON TO crti5 �•.. ,l ... I ._.............,. _ «.—__........... 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It C E (S E FS(KE D E ON , N Y e 12'O.C.Nus o 1z LM• -,J.Er IS)-CONMIE MVfORS (StE:M-NEDULF.ON'AiM 13) 09 C(rkFIF Md]C/i, �6CLD G9NNEiE RkOU,RE UR CORM-M HLAK <...., I•Cp"'R'W— WALL RE•.rlrAVI) Di HV WAS,-SILL INSTA IATI N (,EI:SCHLO"LE ON �F/HV WALL SILL- II'ISj�UATIQN �,, IURea CON(:RaE..i SHECT 74) 0.R CONCRETE DIACX WALL REOLnRED lE� HV WALL $I�l INSTA TION t,pry rae..;Ds .TDH DE E�,(�, _..... _ -_ __.-_ INSTALLATION ..DETAILS W 4 COR IYPVJ-SM)TTCR t E,D,:- mc*:.o[STANCE 5-E L, fATIDNS OF USE VOR (t 1 N V B LA D E 7-MOLM (SEE atq;CIf1UTtUNS 0'r SHirET Ig ^`- ,r,� p-•EMBLY INC SQ:"P0N5 CAN 04 CONBNAiI ) MADEZ9 St;EEr 19 Ni ANY'RAT TO SUff lff INSTNIAPON. ..._-.......�_.«.- -' t14t11fi1r FLORIQA BUMNG CODE Nvr, High Yeto<:ity Hukona Zcne 4`3 2015 MWRN MFiAL SIJPPLX UK. _ ... . �\CENO c BE erVS- stem fiA......S......S. Accordion y _.:."•- T- CME ■ ■ ir. ■... _American Shutter SyslEiMS Ey LlSCB^.IdY .�- OPAYt1 Or: M.L 'a• �rSAT Of T1L.UT TESTING do ENGINEERING COMPANY ASS6CtatlOrla irlC. 1 OLL'_U-ts2 t tbt,S n\te i-,3,•'15 •}'I'. ave x.w. n sl.sm,xu,waAw cua>rJc;,n.:An.311 2•• F.._...w : 4755 `ttrstroncf.^, Drive s .•___ Com- w.:(•m JD77-is3o.n :Sury}a 1 1 7 Di"ol5!3tiC fo '�.,��C�,'•. 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ON 15fMLr 14) rMoc WA S�Ifftnxm 17 v I 2,00"MIN WAL rRM(DMVATW E Or AVA Or! J)4�3 I*F.H S.05. CONCIIETC ANCTIORS 13(h) If F MICR (S MHfVJIf ON ()N ja,Wjt! I -Z OR rONCReft rl=x stit.f.7 l4) POURED=0 QHCR_Tr U1.0" OR C VIV Im (1�; 14Y URMYN.Ml I HY, WAL gg ON 1AMOR -WALL WAL&�VER IMALLMM *UKN 90MR�pm e-tr NY RAIN91JARD INSTAMIJOR t 4 L[I-GXX OM,Mot ER. SIT�kFxr 4 FOR'�Mr&- StiIJI)rtr (SEE SPEQfI('AUQ1,n CW 13) AMWENT ro V1 OPFMtk'�MY S1141`.M*11IIOW5 Of 01;r.COU AWMEILY - OR ENIPANCE 81F. "IN SHELT 19 AILS W1 T HV 2-MWK(INC.stcrlo%MI OE COMSWED ---- INSTALLATION DEL -1 1ADE IN ANY WAY 10 IJIT AW 11MAUAMM, FLORIDA SQUING CODE(Non. Mqh Velocity HurrIcone Zone' P, (Pit 7.015 VASTERN MEYAL SUPPLY,INC. E v4 Accordion Shutter System =co uSuSA ML E KV;&AM jV CR W/O-KV;--WNM, American Shutter Systems TIUJT TES'nNG & ENOINEERING COWPANY VZ pg a2x_0_fv L. SPATE OF Association, Inc. (11) 1�!S OAM 4/13/j3- .......... .-l — I DRAWING t,_Mt"W Pohn Ue.�, Ft. 13407 AAL(L.AI!t t!J,, 15-085 Dmr. ReP.CA'#44167 __!NEET 7, OF ZO 7-" POURED CORIMIE". wwrww- POURED laVICRk POURED coliCRETF. OR CONCRM COLIC I OR CONCRelf, BLOCK WALL RrOUIKJ) OLOCR WALL REQUIRED CONCRE're.OLOCK WALL RECA11RI.,l) 6LOCK WALL RC.q)P&'rJ E)OSRUC GLASS ExanNa,GIASS 2 I, (YINCREA ANCHOR f..Y;SMJG C"ISS < > io,O.C.- T---� " / F To apa;ME lat < r,� OR SEP90" ./......... 2,MI wt sEi I valxv EQ To(aA%(TIT A ON S14M 19 IM Z 5CHEDUX ON Mill 1 .3 MAY. If"Mix toUTTS ON TAaNO If RIR KXX Q)N40 (WO3-16)CONT. wm(D&(0) --70k SHEET la C:t,�ALT 10 TOR ALUM. CLOSER O(�kw AT (E 1/2 —7 I:M�Qe -77'7-77�: . . . �a AT wrR1% 7 (AS APPUVMJE)�2'x$/b*.O'-2' 4 UZ, 1/' MIN. J. ...... f1wS.M.S. ALUWNV%l CLIP ANGLE GOVO-16 ALLOY)At f4l>MErJq,' G.C.y 16 B10K1 2' - 04 S.M.S. to TV& A rAPCONS ANCHORS TO WALL At I*O.C. (L AT SEE MIAR. A foR .,I OR C11MER Sit*.OF (�OR 511W(;(NNFCrtoh* It I OR Cr sEz OCTALOCTAL x TGI TRACK% 5 r L.X 4 sluE KC Tolfacks NNE3 END QONNEC11014 MAIL(g) 16 minm DE_ ASI, ENO 9, Tt6N@-.DOETAI 4 REWRED ONLY IDR SPA14S CREMEA MAN 121-0* 7.............. MIRED WNC:RC7-OR C4> CASTING GLASS COMPETE MOCK WALL G ............ REQUAll) MASS' .............. Z� ...... .. .... ...... f ..... Y LIM apA 10 CA&Z.N.T. 14K SEPA-AlON OR 9XVAE at*CEI WSS(rm 1 Me aADE(DArw CONCRETE Ip- ZN sl>wjrl ON "I ON 9fu 19 ANCHOR If ruz RAM .................. ............................. Eva',S(D 12, C CH t4ca iR VXV (,Ot OR OR R`ICa HON IAA=4),%(4 ............... 4' V.0 OR 1 on 2 Mitt. • ar MIN." SEE MICINIS OF Use FlOR VIEW 4 ON LE RLA ET 19 OR OR rNt�Ofr� PLAN 4 6-OR-,(W DETAIL ................ END INSTA-EaTP—N 4.faur*v CoNcREIL -- _,_, @.Q.(6)-0-50-0-0- 0:0-6.640- C14MRSC GLOCK VIALL . 0 BLADE INTO RECNuIREO — 700 9- 1 , HY BLADE OR HV WINDOW 0-0-0.(0- CQNCRETE OR- CONCRETE BLOCK WALL, END CONNECTION DETAIL C5,' END CONNEIGINH-QUAL(9) FLORIDA BU{LDING CODE Non Nigh Velocity Hurricane Zone) 0 2015 E41ERN WJAL SWLY.INC Accordion Shutter System M.- RV.-BLAX-11-w/OR KV.'WMWR,*E'*'* A,S,.S.A American Shutter Systems OY I TiLUT TESTING e: ENGINEERING COMPANY -Ra- AssocWon, Inc. I OLD il-lQ2 -MIr�Vlll'lilr-- 9TATE OF Pl— CJM)871-!5s0.F4.:(.w 4268 WeStrOOdt3 Dive 5)87I-ISj1 OR"WiNG NO --A:Ull-aw— West flofm Vew.h, F'L 3340*7 raOW710 15-085 Nk; 'CNAL t rfA A 1113 if 4 P.C. PIF.'96(1�ilWl URIL/UATT flbAlOk Lk. 4067 10 0F 20 zyt3 ULE >fl . FI aLLLAZ S�liEflttLE_1F MAXIMUM SHUTTER SPAN* -1.4-'OR 't MAXiM;JM SHUTTER SPAN* "t.+' AAXIMUM SHUTTER SPAN*'t:F' (ft.). FOR INVAL ATION.S�W1 MMME(;C„ UN -L-•' (ft.) FOR !� 't.-" (ft.) INSTAtA,ATIONV .) `' �� • . wff .(b FC '+oT U br {; INSTALLATIONS w! W M l comawNCREfE h W/ ONE HX, LOCK Q)or 0 ar -'Jr i 1F MAN'.iOF*Y WOOD (1)L+:wixiMUN Att.OMDLC SFAN FOR A GIVEN HQ LOCK (9 W/NO LOCKING RODS x" or ONF, NV t.6CK of Q W/ONE Hv 14GK5 PUSErnE&s.!).Dmctr W.zrt e RATING. OR W/NO LOCKING V7A11 A, Q, G. 6. E. }.{, N, (7, W, O, 1. :&M.ALLOWABLE SPAN FOR A O(WN NEGATIVE CENTERMATES dr W ONE HV -r' W/NO UPCKNC. RO()S(` S MOUNTING F, K k D. R, c A.&M DESIGN PRESSURE RATING, �wCO K t ) � "7 !S ��tg,T .�. F,, _ a, & V. {VALID FOR MOUNANO •.. . E?O1TOM SEE NOTES tlOOU MIXT 71 J7LOOR/CEuN0 C, H. 1. It,U T U, W & It WALL MOUNTINGS(TOP/DDTTOM)OR TLOCR/CEILM: COhtittFfE h Ir�ztNal tX)EEG7cET£a WOOO MStN,llkT)ONS IwuuAnl � MOUNTING & M A4D.CNa+a+ Atry.cCmn T AxU 1WSaY1 lN5TNyATgrr•3 G:'VFN A PaSnWE Ali-D.OMCN PRES%URE RATING, ��,._ lYAt[.NCXJr{IiM Tt At m4 - w,tY stHIWALL MOM Ia+J.1 .. nxaw R(%1WCF9.)N4 MrMpwTu+c .. I}BNxtRRau4t;+iiRLGDEWNW KUNUM SPIN FROM SCHIXE rt�T i�?Ct7 A NLT+hhttV£ASi7 DESIGN PRL55itR£RAANG. ... _.. _._... nX"/_WMl wtaGNc : .,.., ........__ ...,.__... {�} UAYtMtJN SHUTTER'PAN t,+'Or4 2 'r'aR 1-[tU t t L-tt1l t+t'aS L.. 30 OR LES t5'-D' ..is-0»...16•-.0 16•-0" :SO I9'-p" 16'•-0" 30 ttl'..q' tg•.p, iHSTAUAt1ONS 1)TYq WOOD SHALL RL L)MtiID TO FINAL UAYIMUM ALLOWABLE SUIM A EVML TO THE ...._,....._. ..___. _...�.. ._.......-.... ._.._.._..._.,..._ 39 Ta'_ ....__._.. .._..�...._ .._.... 16'-O' 35 it'-iR` 44'-iD` 35 t.,•.2- ID'-t9'• 105 A5.U.lNSWN PR£SSURB RAT%.NG. MINIMUM UETfRM1NED SPM!UF_fWK.;ETd 1s•"AND"1.,-'. ..-» 4O t*T-i' t5-10 Y4 2' IS 2'- AO 1J'-1(1 13-11), 40 14'-2' 1S'-2" �..,..�,.,.�,..,...,.,, 3) PRDC'£DURE.TO DEN;RMINE MA)UMUM SPAY FOR 2'j i3`-.t" i3' 13 ) ... !tv CU(b\'FR CENtt'T"tMATE 3 MAY UC 1)gfU RT T+f1. C [f;TN1tOt45 IN B[tTYEEN WALL MOVNr1NG5 .... ..,... .................................. 50 11'^3' t2'.,'.S 12'••B" (3•-7" 5(1 )2'-(i" � 12'•-G" ti0 ._ i2'._l" 13'-1,.. MOUt7RNG IHSTALIAEK)NS,LOCKING ST+t;'Ctf K„ATIODIS W/F1JD�1/CFII,tN[;M(?UN11NG`i: ..,__,....... ._.. _....__..._. .,._-_,..,...-. _....___..........._..._......I..... _. ._.... /2'._t" t? 5t' S5 It 5U` i'-ft)' Si tt'.-t' ij.-1 S' StAtS eE AS INDICATED 7N MAN ARgTrr CONDRiON F2 -..........•..,.,.. ..,..-....___ .,...._._..._..,_.-..__.,,-.-. ft7H A GWEN P{)Si7tYE AS.O.DESIGN PRE;,,,L'RE GO 11' 4 11'_{' f1--7" 12•-4' 6O_ ,."tt_,�,a,"._....._it�._4"-^. b0 10'-2' 10'.'j 1' NOTE 69,$MEET S. HATING b3 t0'-10" W'-rtp' ii-Y" U'-)Y" tKF 10'-P t 2UftiE; .+-."w�r.��..., Ili+:* 'V 1 74) tO' 9" D'-6 10'-9" 1t'-•3" 70 O'...6" IU'- ' 74 G'-9" 9-A' "� S• 'f:T 10'--/` 70'_1' t0`.-.4" 11'-.1• ....._...__.__...... ..__..... ._......_._......�...,.. _..._.................«_ ..........__._._._ __..._._... 75 xp•-t' Yo.-s• 75 - s'-9' �'t' LWSIAUADONS AN FOR Ft.UgR/CE7I.GYC MOUNTING ...............................,..__.........,... _...,..,.................-..............__. ..-........................ D(Gt;Pr THAT tUAY1MUM S14UR&-t SPAN 14-OR 5"--ib"..__, t-'AND MAXTMIAt AS.D.DFb+t#i PTS.TiE ftaT)NC.FOR 85 N'-6" 9'-6' 9'-3• tD"-r" 85 9'-G' .......9'-6` iN$'tFfIATIXM^i 9410 GYXTCRE"tC.tki CGFX:RETfi Rx.a(x rOlt A GIVEN NEGAIN£AS,U.DESIGN PRJI.SURF 9U 9'-•3' 8'-3" 2'-u Y0'-•1` 90 9'-•J ytl_1•" SHML IY LAME)AS POLLaWS: .�.,.__... „,.._ .,...„ ...__...,„. ..._•. .................._.....,. ._... I-.CONNECTIONS TO KEYSTONE MOUNTING . tt' DI--MMAR.SPAN FOR t9ALL MOVNItVG INSTALLATIONS, .......— ..,_„„,._-......___,............,,,..,..„ ......»_.._..._.............._„___......_,. LIMRCD TO •Ff4,--12 5.L AND G'..0` SPAN, :;F.E. L EqO 8'•-9" e-4- 9'-O" 9'-7' 1 W $'...fl' $'-4" P' L2--WAX,SPAN FOR FI.O*(/CEILING MOVNIII.�G 10.5 G'-•7" W-4• ' 165 H'-•�" 7`-11' .. tN5tAt1ATK7Ni. OMU15 fE' 'T ._...... i tC) 6'--4-........7-'!'__._,..8'::J- 9'-2' )t O ......H:,-�:•,..... 7:--�'.. nRAL MAk WJM ALLOWABLE SPAN rS F010,To THE __._.. . V �»�w,. f-g. . • ' �' ' SEPARATION-10 GLSCHEDULE _...._. tAtNltAirM UErSMEEZd "tlt'.'1sf".'LT%'AflD tz_• (4)GO TO ANCW.:R SCHEDULE SSITft flUk 94 WLW ._.»._:_:...._....._...... ..' T-„,"... ......".,...•_ 6`.... .�,�,. ALWaq;;X SPAN ANI)NEGAMW A:r.U. DEEM i,•x',O. __ 7'-6 "-:r' T'-10 8-1” MINIMUM S` YT•-77'..6• 1 E4 PRESSURE W440 TO OfT:„RMINE KWIMUM ANC,•HOR 135-..-. •..7_-Y•_......y':..'T"....._•T,�9•»_...7'�Y�_- R'...2,... WIND ZONE SPACING.-..,.,5 !;,-Yl* ASTM AS7tvt E--1996 SEPARATION t•1U Z'- " " ...._._ ..•. T- _.._ 70 GLASS t!j0 'T'.,Y- s'-7" Y-4• y'_U• tom...._.T-a?,_..........,.J:..:'y»' 155 T... ..rye...... .. ..�.':2..._..-»�.`..:y�... TSS r'._a• a'-a" _ 1 THFU 3 160 165.....-,.�}t.lti�,_.._�'.�'.1^ 170 2._ -.AZ3w,.. _..�::1t..... 175 y_7• 4'-g" y'...q- 9'-U' "T75 G,-•)" ....._IiIO ...G'_G' 41-6• S'-6' S'..1p* ............so -._y..'6,...........,.4•^"..,.. 1, HV BLADE -......I A:3 6'••s' 4'....y s'-7" a'-6' 199 6'-.i 4'-9" 6,..a' a'-':j' 6'_D '3''»y, ;90 6,-•4' a.-5. tOS 4 3' +'-3" 6' "" :i-v 195 B'--3 Ind'-;Y 200 6'-2` 4'-2' S'-4" S'-S` _.�..._._.._.._..............._._....«,_.,._..... zaa_ •r-x' 20.:7 y-1" d'.,i"' 6'-3' ;S'..i" _......_205 G'^1' - 4•-t` I LUiL1W'1 BUUING CAUL(NOn H' tl VeloctY HUrf icone bap6 ,tiStL41N(Rt4. fpi 2015 EASTERN METAL..SINK—/.INC. t •' ti �4K ti`✓ A:S..�`�=,A,. ... K� Accordion�h�u���tr�`�f.E�E. ... .... C" TPJT TESTING & ENGINEERING COUPANY a� n S�fii#{'ar y5>ttltn5tV. ci=•;cmax N ntn aux»(n:taryY. 4. _ *' •* ht1S N.ti.JbiG.3l.st+.]U7.Y+RGNx'A GAt17t11S,fL(N11�5��4 Assoc(rXHon. Inc, t OLA t t••+.02 4/13/15 attr+ 4/13/15 r e:{s9s)v77-vaD. «x:(s9s)s7t-tsst 4266 weatrcc";1 Etriva i yw` T- 5i;InoNa9lJ.Vn.1 Wast Paif-,i Broca, Ft. 33dO7 3 ORAY1N:i NU "'ORiCSA OI- "714 ,C'/''�•- .'{•.\`yti WN ItR A.11 tit Jr.P-t- 4 I S•`VL7 S 'r••••, V DATF I'I.fNY].l LM:.J.14111 5 � E./ SPECIFICATIONS ON ANCHOR REQUIREMEOR CONCRETE BLOCK SUBSTRATES (SLE NWHIIWS F:U,a N on Stan 6 k 73 1.ANCIfOR3 TO SUBSTRATE SML.L RE A'1 FOLLOWS FKPAMPr� W 70 EYWI.NC POURED CCW IWM,(M..Fc-3 Ent) Uklam CE�WALL SILL MOUNIT,NC \lCauw MOUNTWG )FLOOR MOUNTING 1(4.4 TAPCON at TAPCON WM ANMMD THREADFORl TaCT#OLOOT ANCKIHS,AS MN+UFAGTURED BY I.T.W.13UAZM(WA.re 3 w;) AFAR - 1/410.3/4'Ali.POWS SOLICI-SET WHORS,AS DISTPo9LRk"p I3Y ALL POINTS SCREW,MT&SPF.CMlY COMPANY,(W.,ec =3 kat) (ft) 0-0 WNW -..roks2m.._. _ ._ ..._.. -._ _...........kSA _....._...._�R°�•' •• 1/44 BLUE TAP CONCRETE ANCHORS W/CAP A,MANUFACTURED BY iLMVA FMIZNERS'17MM.W4.(Nis f6..2 Out) JD 110 00 73 00 I;D 160 30 4O eD 7D 12O 60,209 30 4O 80 75 00 7271 too 200 7N' - 1/4'0 TAPPER+ANCHORS AS M.4IUFiACTURED Rt•POWFT S FASTENERS.INC..AND DE`1HMUME)BY ALL POINTS SCREW.BOLT&S;KwLTY TAPCON WIN ADVANCED ....COMPANY ORMf OTHER APPRLMA LKENSED DR AUTHORIZED WNDOR Ia.T.Ic.7ERf;D WITH THE A7AERWJW WWrM h'SEMS ASSOCIATION.IM�.,... _ a,. .... __..._._»...._�. ....__:._. a / ...A '0"_... •TF6t6bFORM mow.• ._., ».,.,.,,,m.... .....,.��n....,._...,,._.._..,.�. .........-........._. .4.__ __ M . . -ij•.. ...�.. .w_.q . 3'-0' ii.,.tD" .e ..A 0 0 D ,6 74 f2 10 A 6 d 6 14 12 tD- "8 2• b 0 ALL POINtS!;ULIO•-SE7 OR 14 13 10 A 8 D 6, 0 14 t2 10 _D S B 6 D 14 72 f0 Y 0 0 0 Ii -• Dl 11F,TAA W/OAP NOTE$ 14 12- 0 0• f)' •�0 a 7 74- I 10 0 0 0 6 0 i4 T2 10 D B 6 8 0 _ -�_.,... A1)WNIMUM FM&.'DINENF ALTFS POURED CONCRETE.OF TAPWN DR TAPCON WITH AENMICCO IHREADFUf01'IFT.M1U11)C'r ANFHORS AND T/PFENt 17 Ia io D D 7 59 )9 a ,2 l0 4 �i e s 9i{ Ix ,o ,-q a 6" e s ---TAPPER ANCHOR,;LS 1 J/4',AND FUN BLUEiM W/CAP FJNC1fO.T4'13 t 1/2". J 0 B 8 0 14 2 f0 9 0 'B 0 i' '4 12 14 D 6 N 6 ii 1+../2. ID. Y:. 8 0 <p• . .f4 .12, to 9. 6:.6. 8. 4,6.14. 12. 10: 91 5 6 AJAR, . ... ..,-........ _. ._ ._ =" .._. _ •4`Fx J/4'-ATI POMTS:SOUD-5£T'-ANC14ORS:SLPIL,BE:t/e',.KID IFiC F'OMlIRAD..,CONCREIE�n.NAR.;.cMranucut ... N 12 10 •6 0 0 4,0 14 12 111 6 B B 6 9t, t4 T2 iV 6 o e 6 4A -.•- -- D S.S.MAORNE SOREW USM SKALL BE 1 / LORG I SHOULD .OG EWSF,-AND - .. 1{ 12 10 9 6 B 0 9 r4 72 ,0 R D 7.9D i •5tATnIa ,VM'FUt NiCI SrUOCU� t 111 DE P£T{10TFLU.1 j4'e-'t 1 'l' 14 12 70 A 7S 5.9 M. INTO Wf&WJM FOR WAL.5 WITH NO SIU000 .....� --._._.._-._.. ...._ .._....__ __..._. ._. . 14 12 10 9 8 0 6 6 14 12 10 B 6 8 6 5.S 14 12 10 0 6 8 8 4.J10 Is 12 TO V tl 7 _47= ii"18 iQ"Y D 6.9 5 3.5 4 12 10 9 0.9 5 i.b 4 ALJ)IN CASE THAT PRECAST STOTLF„PRECAST C04f31ETE.PANEL$,PAYERS OR ASTY VENEER BE FWI4U ON THE F30STING WALL OR FLUOR. 1{ 12 10 9 fl '73 X43 - 14 12 _t0 D D N 6 4.9 14 12 ID 0 0 B 4A 373 ANCHORS IRML,BE LONG EWXH TO REACH THE MAIN STRUCTURE DElRND SO WALL FINrSHM MXHOMM SFW;.RE AS INDICATED ON 14 12 DA 6.5 to - -t"2117 A t0 R 6 7.5 6.T; 4 U t; 78 D e B TS-37- 11 NODES AL1)&A2)AWM.FOR ft-Tr41ATWN5 ON WTI,S11ANG OR ElE9 WITH OR WMOQUT METAL.STUDS C1k4W JIM ENOOgm.FOR I4 12 I0 •9- 8 e .,6 - 12 16 9 B 0 -a 5 i1 12 70"D d e:9 .5 S3 ,tLSTAUAitUN INIU(TCS MT1H METAL 57U05 SFE$ELFT 2D. at..p• ......__....._. - _.. 14 T 10 D 73 B5 3 lIl IU V»7._.5D 3 /4--1 1 ft9 5.3 4 J t1 T2 LO .... ..........._ Y 0 "'D' D '- I� t0 R'0 6.8 D :r6 i{ IT i 1ti NLD 6.••'3"..4..:'., (0) TO EXISTING 1:(k7ERETE BI.00Ib(ASTM C^90) 14 12 8 0,4 5.5 3 - - 14 12 10 D 8 69 49 3.8 14 12 10 B 7 !r 3.0 3 - 1/410 TAPCON OG TAPCON WITH ADVMM T7RtEADfOR13'TECHNOLOCY ANCHORS,AS MANUFACTURED BY 1:1.rr-UX=-X. 14 i7�iD .9..V. a .• =" ,� iz Ili D .8 .7�..a....*.. ti tii 10' 9 7,1 ss,7" s - II{4 x.3/{'ALL PcnNt3 SOLI-$FT ahY,IYJRS.A5 QISLRQAIIED Itt N.L POINTS SCREW.BOLT&Sf cGW,YY CCMIPNN. IIi2.1Q• B 6.5 4 - -'iA• 12 »9 7.3 0 15 JS •- 14 10.9 7 3.f4 1.1 3..7 ^• 1%4'0 DLI:£tM CA1NgTETF AVCI,OETS W/CAP A7 MAMUFACTURm 01'FLORIDA fASTFLffRG OBiECf,DTC, _._._.„ . . �..._ .. ..,». _.._ _,,........M1....._.." - 1/44'FAPPER4 ANCHORS A3 14WAACTURED DY POWE7E5 fASff.NFRS,tNC..AND mTRBUTLU BT ALL P06TT5 Scfmv,DOLT&SPECW.TY 74 12 10 i33 `i- �-! '•'� 14 ,2 10 9%9 - 4 is t3 B 7 79 48 ^ COMPANY OR ANY OTHER,APPROVED UCr.WM OR MERIWOZFO NXNDOR TtV=ERED WITH INE AMERICAN SHIMER SYSTEMS ASWATH11N,M. 14 ll 7 S.0 ib - 14 12 10 9 7. 6b 4 14 I2 D 7 39 3 ti T2 10 D 0 t2 10 O 0 4 - 14 12 i0 5 5.5 .._ ._.0 -_. __. .-...._._.._....._..__.,-__..23........__._�. __...__ NOTES U I2 D.0 7 4.by'S - - 14 S2 B G5 5.5 4 ] ^• L2,3 0.6 D 6 4 ,}-;"' DA)WNIMUM F748Ft1MENT INTO CONCRETE IA,OCk Or TAPCON,BLUE TN'W/(N'ANCHOM AM TAETE44 ANCHORS K 1 i/4•AND TAPCON 14 M12 9.fi 7.9 8 - - - it 12 109 D 5.0 3 - •• 14 12 B d 0.Y 4 L591H ALWN3(2':D T1IRFADFORM TEC/+NDI.bLY ANr2�R3 5 1, 13 RA 09 :i 3L5 - 14 I2 D 12 10 0 73 4.8 - It 17. 8.'J I 53.-1.-" 5`_p• ............ ...... ......".......__.... ._....... ._.._.... -__. ... ......'."........... _ _ 0.2)Lr 17F' 1/moi,x 3/4•N.l.PD1NT5 SOLID-SET,VaC110>vS SFUII RE:MERELY E11E1EiDQ)l7fP.1 7F6 OONCRETE DL41.'k.NO ... - d46ALIM F7ADEUMENT __._..s ,_.... .._....._ 14 „?7S 6 ,y "71...7,AILD. 3 39 - li D tL6 45 3,5 _ ._ EMDL'l*0Tf 14TO SRH:CO BE MWITIEU, 1/4-6-20 SS MACtM1E!'.!'.REM USED SfLLLL BE 1 1/2-LONG WNuUM SF"to STUCCO ,.. ..•.. .....___....._ _.. ,__._._._..,_. 1 _._ 13 18 FI 0 4.S - - 14 12. 0 7 93 t - ti LIDO 7 S5 8 4.'I - - FRUST,AND I'LHHWtIM FOR WALES TITIN NO SIllCOU.. 19 D.3 BS t - - - - 11 12 0 7 6 lu' - - 14 51 7 55 4.5 .3 74 T2 1P, 9„7,0 - I3 i2 t0 0'D9 6 - •- f4 t1. 8 d O 4 - - D.3)IN CASE ONE PRECAST SIM.PRF.GST CONCRETE PANELS.PAVER"OR ANY VDMR BE FOUND CN THE MASTINC WALL.OR FLOOR, t4 10.3 7 � "•_.' y 99 55 S._� ..t-.--.... - iTi '%�.y.....�......s.. - - alKxtORs SHAM BE LOAll;ENOUGH tO REACH THE LtAW STh1R'fURE yF]TLVD SAID 1W-E f7t:rS71F:i.NtCtrJRAGE SFWL BE AS;D{pkgtip UN ....... ....... __......._.... _ ....._ _ __...... .. - N 71 7.6•53'--' - Lt 1i3 9 e 5��".'-' - 2.3 94; 0 5 1 4'•� NOEL',:8.1)6:0.2}AEtOVE.FOR BiL7A.[A4UNS ON T4tOl.Si01N(:OR E1F5 WITH OR tN14tatR METAL.Si1NTS CC4f3OLT 7Nt3 nNCRNEEN, 071 8 S ^• - - - 14 12 D ed 55 4 1 T3 TD1A6 S 4 3 •- _ FON INSTALLATION MU EDS WITH MEAL,STUDS SEE SHEET 20. 71 .2.12011- - - - - k 1 6 ti 612 9ti - 14 0,3 'J 55 41 f.17 76 RLi D - - - - - 12 B 9 4,9 t 7 - -- .9 7 15.'fS. 3 - (G) N. 9Vl.l LLE INSI'AL.ED FUL7,{AYtNG ALL OF,11E RECOM9IFNDATIC.t75 AND SfEOFiGiNINS OF TIE AtlClkhl'S WN»FAACWRF.R. TO 7 - -• - ,4 t0. 7- A:a 1.5 AS'S.§%lA 3.790.1 .79- - D.D 7 'I;9'f'= - I- - - 14 la 79 D 6 - - - 12 A 6 41; 4 ^ (D SEE SCHEDULE DF.LUW FOR F37GL:D($TAhCE(ca.)VERSUS SPAF,UNG itETA1KIF1Sy0P FOR ANCHORS, TI 72 10 - - - - - 14 12 D 0.3 BS - •- 13,19��p'3�5`��1,---'i- - [1j(1E DISiAlICE VERSUS SYACLNO l2'_p•............-..._............._, ._. •..»- ___ __...._ .,._ __.t-......__ _ _ �k[ERIJ4.�EQB,.AtiGtiR&S. e B { .7 - - - Ir M P 1 ,..0 W a. FOR t D.Ef45 T1tNT TRE 4VDlCATFU,REly.IC AVOID(?SPACING 7.5 9S 8 )- - - - - IJ 9,5 6.3 •5 i - - 0.S 0- 5 4 _ Tit ui)LTIT'LY:'N(:9"7'ACMW''NC1Wt1 UN°..t7F6L7V1E BY INC i .OW1.VPTCrA7Ut) _ D •S �--- - •• - - = 14 10,5 4.5 •• -- -' 11 0. u9 1.3 St - - REDUC1)SPAANC ODINNELI kr-Ot'FACTOR%WL.NOl ME UIS IhM MINDA)M S7'Ai'W6 911M:ANO FOR fN31 N1CH0R ME. ,4`i i c{ -g_t ti_._..._..�.._.. t2 i± 6..�a._4...- - FACTOR t3._O. t4 2 ._ _._.._ _.._ _.... _ to t5 9 4 3 '7-3 .W 4 J - •• - - MI2JAL. 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"........ .........QA3t....._. ..._.-1.0 ..~..... ............._......_.... ., - -.... 0,67 - to .t0. .. .. - •. 0...3- _.._. fi...6.. / t� - 071""- - - 0.51_... IN UNISON ♦ -' 0.43.. asT s - i1,0121DA BUILRING CODE(Mon High Velocity urricone Ione 2015 EAS$'R11 META_SUPPLY,INC. ..`tyuENSF : .. - �� .. . S Accordion•Sl utt cyst LL E C fl «c. ■ ■ ■.. -tiv.li 'l war w/o xv w MAM = American Shuttar Syslems � Pio. oArE rw.Nur w rc TILLIT TESTING TING & ENGINEERING COMPAN'! •-- STAYS clf. W: nnS R...34a s. .m w am.c accw;nm»A.t.,e ASSOCIaflan. Inc. yl LL>it- 92 L9/IJ/�;+W 4/t3�iS -� •,..,....y..._. N`___ F`na•,a :50.4}871-19JD.Pox:(30.'i)P.'1^1531 4268 Westr.ods Drive '•.,NOF '" � <-aae un«4o.or. , . ^ _ .._ DFMAItiG NoQ West PO=m Sench, (L 3,W'l 15_48 JSaN4 ISO A T:.3rr N,.rr _.......:.._-.-.,......._..__.._. _..___,. _ ...... 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