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HomeMy WebLinkAboutProduct Approval Florida Building Code Online RECEIVED OCT 16 2015 Page l of'22 �� "� b ^ � H (i t<����� �ro''2 i; ,gyp �z�.y3� � L`��v"�i pry,{�F.✓; "Cis 1... Lodi Jn User Registration Not Topics i Sobtrith_SUrcnarge Stan&f&fts ? it,biicallon5 i FESC St2ff SCI5 Site rta(t tmks Search p..i3Lii� . y ��51115 . t p�Oe5Sl � Qb_� Product Approval i Us£R:R blit User yoeurr rnn>n�n+nr,.rR:a nrxl:+:i:,�nnnuc, ?rr.�, a„t nirApplication Ott-if +c � Ft dr asi Application Type Revision Code.version aai4 Application Status Approved Comments, Archived Product Manufacturer American Shutter Systems Association,10C. Address/phonetEmail 4258 Westroads Drive vvest Palm Beach,.F{.33407 (561)209.6263 bfeeley@easternmetal.com Authorized Signature Bill Feeley irodriguezAeastemmetai,com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Sfiutxers Subcategory Actoridion 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 the `?rafter A..Tdlit,3r,P.E. Evaluatfon Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Kne2evich,PE J jar=pati-n Checidist-Hardcepy Received Certificate of lnaepenoence !12M,_'N<,ifj., 5+..;.MI UCIc1 Nordtaw 2,Wt Referenced Standard and Year far Standard} Standard YSM ASTM E-1886 zoos ASTM E-1996 2005 ASTM E-330 2032 .AS 201.204 203 1944 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http:liww-w.floridabuilding.orgljJrJpr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5.,. 7/16/20.15 Florida.Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary:ofProducts- _........_.___.._._,.,,._..._.. . _._._.. .. E } fL-k Model,Number or Name loescriptIon 389:1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and i (Nori•HVHz)-Drw '15-086 bottom)for storm protection Omits of Use Installation Instructions ���� Approved for use In HVHZ:No ..,�jnLp. I� a r.c.•: ('i;:_�?w°;_;f,<<:<r,,=<i` . T ' Approved foruse outside HVHZ:Yes Verified By!American Pest Lab ofSouth Florida Inc. Impact Resistant:Yes Created by independent Third Party:Yes i Design Pressure:N/A Evaluation Reports i¢ Other:Large Missile Level`D",Max span is iZ•-7"for 35 psf positive ;.x _ ::E A_�..Com`..iy.:.�:_J'_2.i.__. r,::' .r;•i`,gF,.r�i i ASD load and 13'-0"for 35 mf negative ASO load the HV3 blade w/o Created by Independent Third Party:Yes,., window blade,S'-2-for 110 psf ASO load for HV3 blade w/o window blade - 7 and 8'-lie for 62-psf,SV-6"for 55 psf HV3 blade w/window blade working 'I in unison.Max•span for HV3 blade tv/o window blade for installations into i•` Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84" i' for+64,-64 psf.See Sheet for other spans and ASD pressures. 84.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades.retained by tracks(top and R' (Non-HVHZ)-Drwg 15.085 bottom)for storm protettion Limas of Use Installation Instructions i Approved for use In HVHZ:Na ,1u .R^,jt .$;a,A,'I'll . t>RL• s a -❑y�tfr Approved for use outside HVHZt Yes Verifled BY:American Test—Lab of South Florida Inc. Impact Resistant:Yes (Created by independent Thi-rd Party.Yes ' Design Pressure:N/A Evaluatlon:Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 p.s.f negative >da ttti >^•f- ASO load depending on centermates and locking rod configuration for thel Created by Independent Third Party:Yes HVi blade,8'•0"for+64,-72 p.s.r.load for HV blade for Keystone I mountings 7'-G'for+75;-75 ps.f.for metals stud mountings and 8'=0- i rot 110 p.s.f,for HVI and HViA working ir.unison.See sheets 7,ii and j 20,respectively Of inSCailaftan drawln i ICY Other 5 pans andpressures. 389.3 !Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and j 1(Non-HyHZ)-Dnvg 15J08a_ A_V+ bottom)for storm protection j Umits,or Use installation Instructions Approved for use in HVHZ:NO (;;> f; ft8 Ct a S 5^ iN•' �PWC.15-024;nit I; Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc, si i Impact Resistant:Yes Created by Independent Third Party:Yes 4 Design Pressure:NIA Evaluation Reports I Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load for Blade I i-i ' R51 r: ?r,-; —, ,,[R C s•':Vi`>.+;-'vit4.gdi, �i and 18'-0'for Blade 2.See schedutes on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively Contact US::)940 NORh 4+onroo Siree 7a Ianassee Ft 32394 Pnam�:854:-ffl7-t9?< The State of Florida is an aNEEO employer.Copwlaht 2007-2013 State of Florida.::Privacy statement::AcciKslbaity statenwnt Etefund Statement Under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a pvbiirrxeerds request,do not send electronic mail to.this entity,instead,contact the Office by phone or by traditional mail.It you have any questions,please contact 850,487,L395.-pursuant to Section 455,275 (1),Florida statutes,effective October 1,2012,lkersres licensed under Chapter 455,F.S.most provide the Department with an email address if they have one.The emalls provided may be used for official communication with the lkensee.Hoyieyer ema8addressessam public record.if you do not w mh to supply a Personal address, please provide the Department wilt an email address which can be made available to the public,To detennineit you are a licensee under Chapter 455.F.S.,please, Click here. Product Approval Accepts: u.curit Ym t t it ics NMI t http:/i,,v,.vw.floridabuilding.org/r)r/pr_app-_.dtl.aspx?parani=wGEVXQurtDgvYYI4H2vJvx 5... 7/16/2015 GENERAL NOTES: 1.BERTHA KV,ACCORDION SHUTTER SYSTEM S)IOWN ON INNS PRODUCT EVALUATION tIOCIAN)Vt IYPE:D. IiAS BEEN VERIFIED FOR COLVPUANCE IN ACCORDANCE WITH 7WF:.2014(SIN EDITION)OF THE.FLORIDA BUILDING CODC.THIS ACCORDION SHUTIER-SYSTEM SHALL Not BE INSTALLED AT HIGH V'ELDGi1 HUR ZONES DESIGN WBm LOOS SKAL,BE DEI WIED AS PER SECTION 1620 OF THE ABOVE UENIADNEO CODS FOR A BASIC WIND SPEER REMKIED BY TWE jUwA ICTION WHERE SHUM WILL, TABLE OF CONTENTS BE ONSTAL,LED WI1H A DIRECRPNALHY FACTOR 0-04%USING ASCE 7-10 AND STALL NNDT EXCEED THE UAXUUM(ASD.)DESIGN PRESStNRE RATINGS INDICATED ON SHEETS 11 THRU 15,.10&20. M OR"70 VERIFY THE MINE CONDITION,OLIUMTE DESIGNWIND LLWDS D0016 ED PER ASCE 7-10 SHAL TAE FIRST REDUCED TO ASD,CMGN WIND LOADS (AR�'A•S: HY F31.Ai)fS b. Q� BY WLIIPLYIND THEM BY 0.8 INORDERTO COMPARE THESE W/MAX,(AS.D)DESIGN PRESSURE RATINGS INDICTED ON SMEM- It THRU 15, IO&20, GENERAL NOTES SF@ET I IN ORDER 10 VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.C.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WHO.LOADS WAS RM USED IN THEIR SYSTEM COMPONENTS Y-20 SHEET 2 A+CN,YSN&HMgEVER,A WINO DURATION FACTOR CO-3.80 WAS USED FOR V}IBFICRON OF FASIEHFRS'IN W000. SYSTEM COMPONENTS 21-37 SHEET 3 BERINX H.V.A0ODROAN SHUTTER S1STEWS AWGUALY FOR WM PHO LARGE MISSILE WPACT LWD FLAGS BEEN VERIFIED ON ACCORDANCE WITH SECCOU RG09.I.2 OF RIE ABOVE MENTIONED CODE AS PER Ari REPOriS: TYPICAL SIOITTER ASSEMBLY 38--44 SHEET 4 TYPICAL WINDOW GLADE'&WINDOW 08PAIL -IN SLAM(} 10214.01-OJ.10715.01-D3.11001.01-05.#1214.01-05.00317.02-06, /0609.01-10 AND(0210.01-1 i AS PER TAS-201,TAS-202 AND rAS-203 PROTOCOLS AND ASID.E-I866 Ak1�HV aLmE.(D A mn w WINDOW mADY-ll(�+ AND E-1996 STANDARDS(lISSYE LEVEL D,WIND ZONES 1,2&3)&01220.01-10 AS PER TAS 201,203 Q 201 PROTOCOLS URGE 16SSM OMERE APPLJCM�Q -rN%IN=BLADE 27A 00305.OI-OAS AS PER AM E--1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1,2.3)BASIC PROECTAN ONLY AM)#072101-86 AS PER TAS 2O?.PROTOCOL TYPICAL.SHUTTER ELEVATION&NOTES ON LOCKS SMELT 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET S 2 HV BUDS(D AND HN WHOM BINE a ARE ENGINMIFD TO WORK IN UNISON WEAN EACH OTHER UNDER THE GENERA.LW(TATIGNS AND CONDITIONS OF USE INDICATED ON SHEET I9 INSTALLATION DETAILS G-M,CONCRETE/EAMCK SHEET 7 J.BFRIYA H.Y.ACCORDION PINS(HN SCRM),USED AT BLADES KNUCKLE AM FOR DIRECT MGAJNT CONNECTION TO IRACLS SI BE 014x2.79'AHO iI4YG.75'RESPEL'iNELY.410-HT YINIlUM SERIES CENTEFOMATE DUALS ItY SHEET 6 SfNNLESS STEEL SCREM WITH 135.0 Aa1 YIELD SMEICII(AND 180'W TENSILE S(R01GM.PNS MALL BE COATED W104 BERTHA HV DALROSTRIELD COATING SYSTEM AS MANUFACRIRm Br'APPROVED L'ENIFRMA7T_AL7ERNAMC OEYN15 i♦Y SHEET 9 COATING APPLICATORS,RECRSIERE)WITH AMERICAN SHUTTER SYSTEMS A5SOCU,YION.PNS MUST BEAR THE HV MARRING ON THEIR IIFAD. 4.ALL ALUMNUM LY.TRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TE'MFSR.vs INDICATED ON SHEETS 1 ANO 3.MINIMUM YIELD SIN"JNCTN FOR 6063-TO AAOY IS 30.0 Yui AND 35.7 1v1 FOR ENO CONNECTION DETAILS t-8.CONCRETE/BLOCK SHEET IU 6009-15 ALLOY- MAXIMUM SPAN.TABLES SHEET'1 I ANCHOR SCHEDULE= CONCRETE&BLACK SHEET 12 S.ALL SCREIYS TO BE SfARILESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT C'04TE0 CARBON STEEL AS PER DIN 50016 WITH 50 SSG MW,YIELD STRENGTH AND 90 WI MIN TENSILE STRENGTH, ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SKILL COMPLY W/FLORIDA BUILDING COOP,SECTION 2411.3.8.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHFE7 14 6.BOLTS TO BE:ASM A-307 GLLVANIZED STEEL,OR.NSI 304 OR 316 SERIES STAINLESS STEEL WITH 38 W MI.NWUM YIELD STRENGTH. ANCHOR SCHEOULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:1N&ADE(D: 1203.14,15 AND 20 INSTALLATION DETAILS M-R,WOM SISF.r 16 NN BLADE(D&(6T WORKING IN UNLAON: 12. 13& 15 INSTALLATION DETAILS S-X,14000 SHEU 17 B,TESVPPL N.V.ACCORDION SItURER SYSTEM BTJ•FC3 A U.S.PATENT 00'779,582 COMf•'ONENfB OFR APPROVAL ARE C(NEREO,I2 WHOLE OR IN PART FII'US.PATENT 05'458,GT9 ISSUED TO FASTEM ' N END CONNECTION DETAILS 7-12 A X.WOOD 5HEEr is METAL SUPPLY,W- S. IT$rWl.BE THE,R£�RTIUM OF THE COHfRACiTNN TO VERIFY THE souHDNESG OF RAE SIRUCNRE WHERE SHUTTER LS TO DE ATTACliEO TO RP:AIRE PROPER ANCHORAGE.COORM.fCR i6.SFAL/CAUt.K AREA 3• W- WfNWIN MA12E 1%ONLY ALL SHUTTER COMPONENE EDGES WHICH REMAIN,MU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL s"Lnim ativAtION SHEET i9 10.EACH UNIT UUST E vG LOCK ALL IN ANDDLOCKS, PERMANENT LABEL IN A VN�`EPLACE WITH WARNING NOTE:CURING PENO OD% HURICANC WARNINGS IWMC OWNER,IT)"t.OR OTHERS,MUST PROPERLY CLOS!ALL IN AND HDCMERMAM Aid) AREA q• k.fy WINDOW gLAnE(f)ONLY 11.SHUTTER MAAUFACTURFSTS WEL SHALL BE LOCATED ON A READILY YNDLE LOCADON AT ACCOR=N SHUrFM IN ACCORDANCE WITH 1-6CTION 1710.8.3 Of FLORIDA eUILLKNG CUTE ONE LABEL SNALl.IE INSTALLATION DETAILS, METAL.STUD WALLS SHEET 20 P1ACE3)FOR EVERY OPEMNO.UBEI.WC TO COMPLY WITH SECTION 17148.2 OF THE FLORIDA DRRLDMG CME. 12.BERTHA H.•!..ACCCYN"SHMThR SISTEW'S INSIALLAMN SHALL COMPLY WITH Sf4XS IN0(CITI)94 THIS DRAWING P:S15 ANY BUILDING AND ZONING REGULATIONS PROVIDED BY TNE:JVRPSOICTION WYARE PERMIT IS APPLIED TO. 13.(a)THIS P.E.P.PREPARED BY THIS ENC9NEER IS UNOW AND DOE',NOT PROVIOE LNFOOAATION FOR A SRT_.SPECIFIC PROJECT;L&WHERE:THE SITE CONDITION,DEVNTC.FROM THE P.E.D. (b)CONTRACTOR TO 8E RESPONSIBLE FOR THE SFUCTION,PURCHASE AND INSTALLATION RNCLUDVNG UFE SAFETY OF THIS PRODUCT.BA513)ON THIS P.ED.,PROVIDED IIF/SWC Dom NOT OEVWTF FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DUAILm ON TITS DOCUMENT,CONSTRUCTION SAFETY AT SITE IS THE COHIR4CTOWS RESPONSIMUIY, OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS P.F.D.WILL BE CONSIDERED INAAUD IF ALTERED BY MY MEANS d}SRE SPECFIO PROJECTS SHALL BE FYtfPAREA BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL.BECOME RBF::ENGINEER OF ACCORD(EA.RJ FOR THE PROJECT ANO WIND WILL BE BLE FOR THE PROM RASE OF THE P•ED.ENGINEER OF RECORD,Acn NG AS A DELEGATED ENGINEER TO THE P.EO,ERCGNEEk SMALL SUBMIT TO THIS#AMR No.SBE SPEC FX:DRAWINGS FOR NEV(LW. (e)OFMNA.P.ED.SKILL.DEAR THE GATE AND ORIGINAL,SEN.AHO SK.HATL'RE OF THE PROFESSIONAL ENGINEER OF RECORD#TMT PREPARED R. R FLORDA BLAMING CODE(Non High Velocity Hurricane Zone SVT• J A. r A',,i 0 2015 EA5111I N.METAL SUPPLY,INC.. BERTHA HVTm A Accordion Shutter System i 1 L.1 E C 0N c. mil■ ■ ■�■ wv BADE#1 W/OR W/0 RV.WINXIN MACE American ShuHer Sfems TILUT TESTING & ENGINEERING COMPANY Ys nt3cxPtFon OATS GRAIN In; at. T or esti SEW,lay,a..nN.M. PLC M,OWM.5,rLOA'0,131 Association, Inc. L OW 11-192 4/13 15 "C', 4 13/tS �.��-�c+�•-.�@�krrf� ,: � P6- (8.(+)671-1536.Fn.-(Jm)D71-1531 4268 Wesiroads Drive 2 DFTAtYING No a-mall:wunftel<om West Polm %Bch, FL 33407 3 4` W(TE.GA�vµ,91 s .�...__ 15-085 ra- SHEL-r P.E. Sk:N.I% IPi�Sf�URE/DATE 6 N$ 20 M WMW CK.a'. ' a . VARIES t re .._L9L4' • ATL, �•'+ a the. ff ! .09 y HY SOUD BLADE ___ : -' 5 HV 90'110 OHY UNIVE L FLOATER ��1' COVERED UNDER US PATENT 111 54E8179 QIJN,IFlEp FOR USE W/ HV BLADE(l) NV BLADE HY MANDOW BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FOR UUC$�F.W IW 6063-16 ALLOY AND TEMPER •SEE UAUTAMONS OF USE OF DWF @ ON SHEET 19 I s� G063-16 4LLADE(1)TEMPER ,1 4•_1 6063-T6 ALLOY AND TEMPCR ,__._._.... $�_.-...-.. ,F 7 a.a3A' 07• GRI.3 L P _. _� i S 1.75,. i^ pinDe s �}HY WALK-OYER TRACK OUAUI.7ED FOR U,,,��E W/ NY C9)HV TRENCH TRACK r t 60G3-•T6 ALLOY AND TEMPER BLAOE(t) OUAUFIED FOR USE W/ FIY '"-- (� Y 6063-16 AL l.OY AANI) TEMPER BLADE01 ONLY. �� HY RAINGUAg,H B17OY v GOG3-T6 ALLOY ANO TEMPER HV 6063-T6 ALLOY ANO TCNPi.R VAN1[6 1.93x' 1' t. BLt, _._.F,Li..-.. a ._..? ADE ......,� bOG3-TG ALLOY U .cMFLR VAME5 • p_1.9i7• 1 i .533• _•-1 a0.$.r`_ w 093 I 033"eX ( 1 M1I G 4Dy1 -70� .._ q.. 670 .......W .,._ �� ... .._.. S tea:a 1 6 f.866' __ aa2o:._.... _._1 �..___-sN§70 11 BY CEILING HEADER i� HY HEADER/SILL 13 HD CEILING HEADER/SILL � — ��`"•! ' 1 ONLY, QUALIFIED FOR USE W HV RLADF{� ONLY 6064-T6 ALLOY ANO TEMPER OUAL)FIED rOR USE W/HV BLADE�i} QJ4 HD �,g,�„ HEADERaILL SEE SECpONS FOR VAIUDR.. SEE. SECTIONS FOR VFJ.10fiY. QUAUFIED FOR USE W/HV 6063-T6 ALLOY AND TCN:ER 6063•-76 ALLOY AND TEMPER PLADLCl)ONLY, 6063-r6 ALLOY AND TEMPER ! COMPONENT A 8 71 T2 X Y t 1 X Y MN l `0.125' r 2" 3•mm'! IJ8- %/a- .. /a- �.Ofw• L;AISl ../_......._......._._.. �...1iV 60` -9.3• :'MAX.'O.190' 0.150'HVHV 6063-T6 ALLOY AND TEMPER BLNLY. �.\� g'41AX.0.1;39' 0.,3t' G0G3-Tb ALLOY hN0 TEMPCR 6063-16 ALLOY AND TEMPER " FLORIDA BUILDING CODE(Kon High Velocity Hurricone Zane p,T!L00 2015 EASTERN METALASTEnMETALs�uP'PI'I�inN•;, •�.I 60fir A f1YTM AcCordian Shutter System rtv SLAM#1 W1 OR W/D SLY. Hlw_ON el CE IL E C® INC. ,�I�,ALSA Shutter SystemsmericanTILUT TESTING B ENGINEERING COMPANY luxit _ t/w13Jtt5-otuwrfa. er./,u�_ s31e Assoc(oitarInc, _sannaw _n._ Ph— (303677-10 00S)47)-1631 4266 '."atroaAs Drive z s` N 'v O` LDRia,•.''\� -mom' M++°° � DRAWING No Vlest Palm Scoc:h, rL 33407 s WN3ER�ITI1.P.E.415-085- P,E. `i{�1k�6(GFMS?)Rr""./DAIS R°moA LK.Y•un s _._ SHEEN' a 20 4�Q.................. J!IF r<..._. 715' - t s•�1u0 iFarApD `� —• "�,S (a1x'J IC.l6fYi EKv[l. aw 8�.... i � S aKm PAYTRU rr firms C"MR ,tWAs3 ht�@R o. `• �o' 'rtq/ �I L.........,.._._ '��i.+ + n inr(oarAE (dsT1uC anirL) QUALIFIED :• - 1 & A ONIY (_.t•??, .. 'f - HV EGRESS. LOCK. 8063-T8 ALLOY AND TEMPER OUAlffIED FOR' USE W/ FN BLADE(i & 1 ONLYo . _.�42�"�.... QUALIFI Q USE Y!/ HV QUAL{FlEE 1 D FOR USE W/ HV BONLY. & ONLY, 8063-T6 ALLOY ANO TEMPER LADE l & 0.yYea © .. . WALIFIED.FOR USE W/HV OLADEf T ONLY M'O.D. - 7*• 8063-16 ALLOY AND TEMPER PL4S0 N= t8• 4�..._2" t ?:J79•a.q,s'[. F--- -- SCRtw _ i �...-lJ .380'AFIV RIVERIIG MOLDED it) I 1 tea: al 1/4"Q OrxaRE R vETO+c " n rI fS I THUMBSCREW t✓4"0-20 HOUR • a+ SAC 9414 ff mmit(2021-73 Aa"tN",-nmx net m `.._____3......_._..« •- I_._..__,i.l.Y.f.._.._....._.( ••1 y 1 2. .'t6F7 falfSRTli.4MY 602Q.N LLWI6ACTlWRD 9Y AYDEI. Ptfl•1 fR6trt FILVAIXX7 nrl. n n '•}9Xf _JL_ t 1:Q3...• 00W IMCAN.PW Pf`CW,WO JU ;Y 07Mt OR F.OUAL ALELOCKT 1 3 �..._......_.__ LOCKER FOR "T" LOCK C£NTERMATE QUA(.IF-IEG FOR USE HV ALTERNALTIV5 W/ 14V BLADE. �ONLT HV FEMALE '17.LOCK C£NTERMATE HV "T" LOCK �. 6063-T6 ALLOY AHD 1CMPER QUALIFIED"FOR USE QUA IMED FOR USE W FIV QUALIFIED FOR USE W/HV GLAD_(1'}ONLY QUNJFICD FOR USE W/Fid BLADE(1)ONLY W/)!y BLADE',])ONLY, Ill ADE(:I)ONLY. 063-76 ALLOY AND TEMPER 606I-T6 ALLOY AND TEGP01 t 917_ t91T 1 ••• � (-___..._.Y, 1\`,JIUISf(F'�9 OR DFN .21{' KEY CYUNOER CYLiN <'-,1x 1111 .21f'•- ....,. ����� � ii.-L3' .16.179•lVn f + 3 o QUALIFIED FOR USF. W/HV-8LADF. t & A QUALIFIED FOR L1SE W/ NY BLADE T &QAC I r` _ 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 413+ - -+. VMIES. i2-Mai. ..,, QUALIFIED FOR USE W/ HV 81ADEQ &(9A I •: i ! 606$-18 ALLOY NO TEMPER --•.=7 .'fSTti TlflfktCTftE7K. I i-""�- . ti/2' no _ _- OR KCY 37 Yo - `,�'+••"" IIS LYI.INOrR . • - 1/4-0 lith HO LOCK QUALIFIED FOR USE W/HV BLAQF() C-' 8063-T6IION ALLOY AND TEMPER OJ /Et"0-16 ACM `3� FiV 1 f 4" d-20 AISI 304 6r REGENT HARDWARE MR3RSE LOCC5 SEP.ES 2333 HOOK DOLT LOCK. `SERIES S.S. THUMBSCRM QUALIFIED FOR USE W/HV 81ADE(�&�A ���INSTA31.AIRA WILL REQUIRE R 7/t6• HOLE � QUALIFIED USE.W/ IN BLADED �' t' GRILLED AT`TRACKS FOR PRQFFJt EMBEDMENT UVALIFIE \ it'v'BLADE('/ FLORIDA E3Ul..�NGC00�(Won High Velocity Hurricane Zana \`��fGQ�••,....:,• r/'�� 0 7.015 EASTERN METAL SUPPLY.INO. BERTHA HVI'M - r�O FHS. �e■ Accordion Shutter System ■ ■ ® KV RADE#t W/CR w/0 KV WITUr+HSDE American Shu fer Sysierna n. KSCIOWN w.n_0<u«� ML �z TIWT TES7fNC 8 ENGINEERING COMPANY q'. S P �'z 6zxs N.x.ssm x.w,3os.�zrcuw cfRD01s,namrr..l.Tt A;}sootattOn, Inc. I- Ol0 1_f82 /%IJ/t5'OtTG 4/!3/15 rh—:(X*871••153o,Fb.:(36*01-I57I 4268 Westrvads Drive z �''q,��5 •••••••'�C� e-net O7rcopwR.com West Polrn DeocH• FL 33407 s -4- ED DRAWING No Ao0o T19r.P,f.. _t _.�-__— .... .... 15-085 n.oRtA Lie,1 44167 8 SHEEF R.F:. SEAL/SIGNATURE/6ATC 6 - -"�i 3 DF 2 SHUTTER ASSEMBLY SCHEDULE FOR 4(-" HV ( .HV �A) s/9•e .ti-s. Ix."uIN. E d( a Hv BLADE i ' rJ 81.AL1E T F 187'5-L.,. ..........,._•—,.._.--�:.-�k—�x5 © 11V~BLADE IA ».......__......._.. ('i�. l li �,r �'•to M,5 S� -�.0 15 �'.,t NY W., -rAAOE .oG?b' 6675 Oe2s- _...................._.. I.........I �� •� DiFD6'S - .1 HV LONG RECESSED NYLON BUSHING - dG I n J— lcNUCKLF �� "0 oneeen •oats875 Y. HV SHORT RECESSED NYLON BUSHING S 4L�.TKVi HV NYLON HAT WASHER .�.•,_.-...-~-T--- (D OR® t„�k�' (. nAr rror((wR RI.75ao'� or,III 4� IIV WHEEL CARRIAGE AISI 302-303 SERIES '1_.a' +. ,.r •, i �� `/ Z/1a/T5W x 6.870'x3/16”THICK NYLON WHEEL I ��% F' "JI 2 7/e'uw w YPIN�' 1 .I.. 31C 0 1 : r 0.1!18"W hl5t 302 SERIES S.S. RIVETS .—'LY"'--_.. SEPPRAUGN �a aa.7:J00' ._�....._-..._ ...-....._..-..�...- __ I OQ3" .8[I'MFEN ' 4�? HV 1 3/4" ACCORDION PIN W/ f8 HEAD * EXTERIOR .i d AA sy+ieKs 1D' • -._.___.._._._._. 760 - 11V 2 3/4-ACCORDION PIN tV/ J8 HEAD * ..I i' C"I. I r- CtF' a 1 41..• d6 POLYCfJtDONATE IMPACT liES157hNF HV WINDOW I I _ t e TYPICAL HV WINDOW BLADE AND :,. r POLYCARBONATE HV WINDOW DETAIOR or L_ ((3Et ROTE aEWINOTENTS)FOR I (DOR Q� I �rPOLYCArtBOj`'A ,(�(�DI RESISTAN]'-,LL�4!`.LNLI.RL BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC IN EQUIREMEHM AT EXTERIOR BLADE KNUCKLE FOR _i I 1 ro Dtn6E�BU11 Cr INNOVATIVE.PLASTIC LEXAN 103 RESIN (SEE NOTE -F• ON SHEET 13). � F i (D OR — (1) HV PIN @ SHAH ALWAYS BE USED AT ALL EXTERIOR i•I ; BOTTOM KNUCKLES Of FiV ACCORDION SYSTEM W/ HV 1D OR. j L'y i POLYCMBONATE SOURCES FOR HV Q BLADE, TYPICAL SHUTTER ASSEMBI"Y 111i EXTERIOR AN CNMI. as1Y r. s •+ I'MINI'm nuo sm w c NV PIN OR�a�AT (2) HV.PIN ©MAY BE USED IN LIEU OF AND ONLY AT ® EX1 OR EXTERIOR BOTTOM KNUCKLES OF FP/ACCORDION SYSTEM Wf HV�1 ao,a2a_t RL ADE•S KNUCKIr.`\ eus y BL40E WHEN CORRESPONDING TO INSTALLATION "IT'•, SHEET 7. .048 0 3 (SEE aEYEN1NOTE* � aum m am+am O.as AA' aou wM TYP + 1f]�StiL Tat AbJJa6i mw 0030 D.✓A Dai. 9.300,_a: (3) HV PIN 1 OR /�'.�,W 1/2' O.D. 1/16" THICK S.S. WASHER 6 � nrxuax.zwu,J1 u nio Avu aroo Waw. Q / / / RQWK umuu^. AIN 0740 3a0.a00.paJ. 3JXKr,D..l. SHALL BE USED FOR DIRECT MOt114T INSTALLATION PER OE.fAII.. X. t�8� 2 1 eCacr; SHEET @ �'� I j Karc+an Ono n+u mx 1°rr-Af 17".&A I7A4.O"wILQwSOfr.8= WHEEL CARRIAGE DEW axr Awry OU-3 472 x "I D wR'1:5-' -rSEMBLY LAYOUT uff a,VIMI Allo aau a-r aAAw o-1 cuss :ttf c+rtan /SN alo2 row ^� IEAIIF)hW As1u f alas 1� HV l3LAQE���!f� it W HV W nrr:�s,mac,rr usw+srn cru ]��OW BLADE DETAILS 1a+zutsnsszaovaceunxa:a AY:LL.0.b A1a1Dst. K'ROasf FL6RIDA BUII�ING CODE Non Nigh Yeiocit Hurricane Zone' ��a\```�•�E.R A' rj�'��,,�� rG 2015 EASTERN uL7AL fiEK'PLY,Ir1C. SysteM H.v aXIE AL1 W/OR W/o H.v.NINDUN BLAIX TILLIT TESTING& ENGINEERING CONP.VtYBMCCtn Shutter Systems o,,,�1Q1 �ri a,,,,,,,g., „L "rA7E OF � assa a.r,sun.r...ea w>,V=—CIAOCW&nexzu asr° MsocFC1ion, Inc. r CU) 11-192 4/13/I3 wte: pc•�4 tZ.:(3O5)87!-15w..A.3(x35)871-1531 4268 Westrnads Driv6 z �c�Si•�,`URIDR •t����� DRAWING N6 °`P°1 6n°caow m, West Palm Bacch, FL. 33407 s ,���s/o.......-•�`�a �,u11 a�6Y'�.P( 15-085 NAL VA ,,, P.E. ktiQ S1L2161%RE/DATE P�'°°U` "td7 6 SHE4 Of 20 T'" , m--• " ' `NQTES ON HV LOCKS ANQ CENTERMATES: . A D G D fx N S T U j FfY COQtQMH iL•ONE NY LOCK®or- MALL BE USED AT 1/2 OF,SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR or( 29AY 8E U t7J A:,AN NSt E OR&MDE LOC ATTACHED 70M SPAN FOR SPAN P" 105 u 7 AND MR ELEVATION.)IV LOCK tai} (2y9 ANY CLHPFIiMAATE3 W/(2) 1/4'0-7A k 1/2 LONG FIAT HEAD S.S. MS.LOCATION OF LOCK SIWL BE.AS 1_1CATEO ON IJ- 1tPiCAL SHUTTERFIEVAT2• 'tF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES•UP TO WM IN LOCKS OR Y'BE'USED A5 AN'INSIDE OR'OUTSIDE LOCK.CONNECTION OF LOCKS TO:CENTERMATES OR�S-.LBE AS INWCATED ON NOTE fl)AEGVF-LOCA ON OF LOCKS SNAIL BE AS INDICATED ON TYPICAL SHVnER ELEVATION3.OPnONk1 COA�TIION f2 Qld ID ONT Y wNva MatpATM QMQMM AI OR LOCKING RODS D�gg ARE NOT REQUIRED AT HURRICANE POSRION,BUT MAY 1-�'J ¢'OC USED IF 0 SIRED TO ENHANCE SHLTMR PERFO78AAtICE LOCKING RODS Ir',U'OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSNTON (NON HURRICANE POSIRON). ONE fiV LOCK RRRL�L(z�S L E USED AT CORNER CEtO'ERWTES FOR A.Yr SPAN BISTALLARGNS A7µ7'T FSE'/AT1ON,tiV LOC (�.S Dr StLVIBE USED AS AN OMIDE OR INSIDE LOCK. ATrACHE'D TO®CORNER CENTERmAm W/(2) 1/4�'0-20 x 1/2'LONG FLAT HFM S.S U.S.TWO LOCKING RODSAT TOP&BOTTOM SHALL.BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHU TER EE.EVATION. AWWM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON'SFIEEr 12.• ONE 7EtWATE fN[ICKMAYBEINUEU OF FTVINSi TIOtG AT ANY ELEVATION. W!Y BE USEDOT' 4'S. THUN09CCENIERh(ATE$SRAMUTASSHORNOSECTION QNE LKSt1AL1.BE LOCKS AT F/3 OF SHIrtTESPAT. F,I MlA MNS ONE IN LOCK or Dr(("�SK4L OF -_ USED AT 1/2 OP SHURER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP jj TO 08',AND FOR INSTALLATIONS AT AMY ELEVATION. IN LOCK t or Q w qp MAY BE USED AS AN INSIDE OR OUTSIDE LOCK AT7ALFIEO TO 43,u 0 SYUMETRMCAL CENTERUATES W/(2) 1/4'-213 X 1/2'LONG FLIT HEAD S.S. SET ENO' S.LOCATION OF LOCK SHALL BE AS INGICATED ON TtTKCAL SHUTTER ELEVATION. USE Or LOCKING RODS O�W/CON74:COR J.�TOP AND BOTTOM IS COMPLETELY MANDATORY. GETM1LS ON tl r (C N I J x L M P D A V SHUTS 10& W- X iNOEr TM,FULL i Ir ` "NOTES QN Hy T. LO OF CORNER ..ANP GENTERMATES: -��amlm wrn— _.___.._...._......._...........-._ 1. frM Me CENTERMATE ¢Q_,ONE ALTERNATE FN MOCK(SA MAY 8E• INSTM Fn IN UEU OF Hv LOCKS ¢OR LR FOR ANY SPAN AND 1)�fa�a�)'(7)�C1„�) @ TALLATON AT ANY FAEVAPON.A.T TE LOCK MAY 8E USED AS AN INSIDE OR O IDE LOCK.ATTACHMENT OF LOCK10 INCLUDES USING FYgNFORLYNC LOCH ,,A3 SLEOWN Of7 SECRON MO.SHEET O,WWCH MUST BE @-t���h�.9 47 t�r.tl oR -•• CONNECTED TO CENTMMATE"i ICO AND qj W/ 1/4 -20 X t't/2•LOW S5.THREADED BOLT W/7/8.4 x 3/32' ,� r WtNpIUT OR W/1/4's-20x1'S;.M_S.INTO'A t/4'M 5/8'IWNUT.LOCK UAY BE UISTALLIM AT MIDSPAN OR 12' i `� :*©'(71•i(,L'�' MAKUAUM ABOYe'AND BELOW MID5PAN. USE OF iW0 LCq(It7G RODS Qq TOP AND 50709 IS MANDATORY. nom.rfa;�t�•��(a)•'1j� - - � ®. 6��C�'�!� yNQTES QN Hn LOCKS & CENX RMATES- r 1.HD W/HO CFNEERUAT'F9�1}},f 3'')W/(tj oNE ALTERNATE IM LCCK(4 WYDE USED III UEU OF YPIGAL« D� SMUTTE�2 ELEVATION W LOCMLS(24 OR FOR ANY SPAN AND INSTALLATIONS ATAi ANY ELEVATION.ALTERNATE W LOCK a MAY BE USED N.T.S. AS AN MOE.OR OUTSLOCK,ATTACffMENT OF ND LOCK A TO @ IS W/3 IS x 3/9'F.H.SS.MS.,AND 04CLUDB REINFORCEMENT INSERTI;AS SHOWN ON SECTIONS HOD-M4 AND hDC-f=.9REET I0.LOCK MAY BE INSrA(LED AT WOSPAN OR I2.'WWMUN BELOW OR A9OV'E MMSlyPPA75.ryyUSE p�CyF,[IOCiON�Ct7�RyODS(S”1S CGLLPlET1Y OPTIMAL Gn i h Velocity Hurricane one ���•``�Ea A.T/��� \;�Q� •• •. ', .rte'/, 0 2015 FlU"i�FltN 4..£!A�L SUPPLY,INC. .�..r.� B M. F Accordion Shutter System _ 1L E�C3���. ■ ■ ■ ■ N.v.t �1 w/oR w/o w.v.kltDot+RAM American Shutter Systema x. Dmc 04 DALE ORMN'Bx a,L_ TIWT TESTING& ENGINEERING CUMPkI(Y STATE OF 2 aus xw,uu s� sO 347.•ARcru c mxJ s.Ram.ul QaSOcfaftcn. Inc. 1 QLO 1 f-191. 4(13/15 641re </13/.iS 1y.y.,r •�. P..:(WS)e71-Law.Fo::(345)471-1531 4268 Westroods Drive LI�Ri ,',• �5��` - --DRAWING No \ : °""°7`ueCO719 We9t f olrn Beoch..F4 3340' s 15-085 NAL EN��� NCLTM A.Eff-R4Ur k P.E. _ -+ P.E. SEAr��laftA� )'RE/DATE rUlArA Lk.6 44767 5 SHEET 0 5 OF 20 POUREO Comm NICNORS !Y!"""`^""-"'-_... .A.• .. �.�„_.._.___J __.. ,F __�_ f- _.^.." ."�'`• CONCRETE (SEE SOXWE ON SFS(F.T 13) i ro n (sFr I t OR Q ly�� E7li5rING ' I T t t'AiDUE tri flFtT ' ` t l tntF.CGtEEOR."Ort r , REWIRED TAOC OF' --1 n RA ntFU[R,xu CIA-..• tw.arwasr 1t) .. _ - ..,...t.. ... ON 94xr 19.tot i to arm s T.. �.. l 'z_ —SLAB pr t FNmtza —t ti -- 1 9 Y FAGg1aV � t /,o.s/+�NEN,WASHER HEAD 1 1 on 3 on f b ; aroO ./ Nt Tw SC ims a 12'O.C. EDGE OF SIA13 IF y aro Ca cgor (pi- f (SUFE Srsleo a ort sNEEr F 3)' r' / 8� / r t 0f V-49 ar OM am L9PLICNGE f -SUS W _ a..._l.: ( c 001. co o:' / / {PI UCAML Fur SCH t LE ON Ntal14) I fl� CH FCCHED_/ ._ Lf (/. ./� COFMREIE_ E D. tREQUIRED tPETE (XE$CFfETWtE UP SI CET i4} U vaE*10 sw " 0 R �!�CGNCRETE -....• ......-lF...._.._.. ./.... .„. REQUIRED �Fl.TT HFLA)CONCRETE ANCHM 1 asmctpn lFN, RCW.'REO —.E,0'•-- _ D.•`-• (SEF SCrWu(E ON SNECT t,) t _.� �_. (�f�.TRENCH INSTALLATION 4Auo ONLY FOR UR TO+70, -75 PSP A.S.D. (}� by FLOOR INSTALLATION HV WAL!<-OVER INSIALLIATION PRESSURE %� FOR Saays aEx HV CEILING INSTALLATION (SEE SCREUNL OW7 F/,b hx tTRtkx UPON rr! w scan-iU I I �'-pa zsaasc •-"----•�- t -_.-V.-'. t Sl iEfi F53 j wN.xin hfaioFasu 0� a.wtY iq i f%JfING^•i EXISTING _�.___.._...._.._.....__...... TE04"o- of 1/,Tr MOM 1/4• CXI5TtIdC CUSS svuv+:aN w a�qs 1 rIt_._._.O GLASS-•--. I rHi U*1A5 V"�xn�sei-N/ I rFulc. I GU155 i '•iaai»autla-w 9av 11 1 .m a r 1 3/4 •ux ommtfla o.s• i a i �- " -.� 1 '•1(%L6AIkK fit 4 11} i ' 0.G FCR 10 la(t'•-0^.^.TITt'" a' wa by '1 1 s A'•0'UP w e O'w1c+�tsi.Y t I ;; "X. oMAMIATE�,,r�a 1E UrNOTEttaN9�T I r Y-,-, 7. . /�__-_ $ i r ;'Ir-y„-Y,,• -.fr'.".r.:a;.T: : ,_ -`• ..-}''.iy 3//,I////^/ /.l _--�1o_/_,n•r.'..-. .t f/ aF.'ux. oa c4ert. vwrt.- oa 114x,%/4" Nd Iivj EL SCRWD S9'"O # z}/* S.DS. 1/a`1 •m Fu:s us ars 1/4 -20. .M.S. ccNGrtfENCFO� d 13 W/NUT u 9 O.C.a.c. ON RLL M Non RkmT _�tj__....... f/ t7 at 18 1/z. 1• ! / 17 18 :, z.00'nw. \`-wu Tnw(aec«urr - EDCE DF F t V rF�rsos E.N.-vas. sTsw nu n ./... - �jo' F 7 u�rUraT(E r } �. o a O.C. �.....CONCREIE NKNURi ;>_E NOTE t3(A} YSEE Now'.._..... `.. () .`: ED'c •-p ._.. tNXXFEO CrttCRETE-t (SEE soft ttE ON ON SHEET I POURS CONCRETE" G"t StfEFr i OR CONCRET.BLOOM SHEC1 1A) 'yn•. .:. '� OR COti."FIETE OLOCY -co REOIPATD (kt KEYSTONE RmOUNTiNG INSTALLATION POURED (K HV WALL FLOOR INSTALLATION ' CONCREW., ..,J tJ NY WALT WALK-QVER INS SL AL TIpN wr>ww+sD.FasP For-41 rw;n wt RCOUIREO urunat:9ertrrn 9rsn n'-o' t1SIIE POLL UE,00W.FOR a Atetamm Of am'T ' E.D. EDVJ DISTN(CC RFNWODFL tMIIEN PMFCI f17 1-SEE SHEET 4 FOR Ms1CM1C 51EUFTER (SEF.SPEanG1110N5 ON SY IEEI' 13) ADMENT TO rN O'�)IF'EXIT O..res.ugawns Cf t>SE FOR p�! "(`/� '(' /'� ASSCWV-'( OR.ENi'ettlME .AFiE:1A ON SNEkT 74 --- INSTALLATION ALLA 1 ION DETAIL s W/ C1, HV BLADE Fi-u+rwNTl io sa`T°urr`u�tt RE CCOMioOKIM Y� FLORIDA BUILDING CODE Klan High VelocityHurricane Zone ��r•��R A.i7(��T�,, ®2au EASTERN IFETA SUPPLY,INC. , BERTHA HV�,. Accordion Shutter System ,>a ,, r KY.BLADE#1 W/OR W/O KY.15 WN D AW Amertt:va Shutter Syst®rns rt. acscnrrAu a,Tc owaa b,• u.E TIL)JT 7ESTFNG& ENGINEERING COMPANY e'•, TATEOF ;�z aS,No.Z'W't_W.3M.\IM-C WIN,MCOCA MW ASsaalatTOn, Inc. I OLD TT-Ova s/IS/Fo (u>F: 4/13/;0 PNona (:es}fn-taro.FV:(.=)$71-a53t 4268 WNstroads Driw a DRAWING No a-mr1H-N Ih'.cam West Palrrt Beach. Fl 33407 3 15-085 ''�i S/rJfJn1.F pt`' W..4 A nua Jr,nE a P.E. SE1�f 5lutlFlA�IUP.E/OATS Ft.CRYN Cc./S4t(7 a SHEET OF 20 F(�ODU�Tp— `� INSTALLATIONS W/ 1 . HV ALTO TI 1 V I irOnS®,,M LOCKS®� L._,..__� �v I I oosnNc crass Axid u>ixNArc In•LOCK®ar SHM, S. 'k*VIAgF suac O rM Iff IS VAUD TOR&L. � BLADE W HV CENTERMATES .MIEWATE9 APPUC&=INni DIMEQi OR SEE END WALL CONNECTION Ewsnw cuss DETAILS QN $BEEf5 t 0 Ya.zl/81a'_` I ®'®w�,�a�,�j 3 I/s---'- _.._ ..Y ...._....._...G t/2____.......__ 7• �.._.........__- (6083-78 AtA,aY)ALV4. ....._.._..--.-_....�.............. �1..—_ Opp051NG Me�.w/(x)V4 s cavern 1/2• *1 t aMMETRY.CAL AiA7raL410 cut"U¢ I.. GEN ERMATES IETES (1nP/WttOy)4. t axi/ .`L -7-kJ.` !dill.�YaRAnaN (t 4`SM:5.O 12• (9fto,1/z su (SEE SC14EDULE s.ro tt�E O.C.rUU.tENGM. V tl K o W/ HV LOCK cuss W AT TArxi.YN+tE(f}f')} I 1 5 a 35*/ IN Ny* 3 a+ST-TXT IT) r-- -0 HvB 'gym Hvc HVA Q on®«©-0-@-10•�3 m POURED CONCRETE'A �•O"�a®'O' �� « r-ezlsnec cta>=IL �KIE nr.ocxi wau. SYMMETRICQ 6 7 �, & 7 cuss �\ Ific C �PERM S - • ARNEPawYxr /411 TO GLAS.S PUS EXIST GLXSS W(�H - VIN.SEPAFAPONt / m *` / _.•_ __ t (IlfrF,f.iOR) oi.�;J�®•Q°I�•`-' ,- lc (rr SCH VUL ` IN 0,4 slu n) CurrrlawR) OL __. ----- ------- — — ---- I F6 Of A OUT `- tEx1ERwRy HVE HVF** HVD FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone SIIIISIS{IINIIt1411 (r•,1 2015 EASMR ll WSAI•.SNPr'R.Y•INC, ` - /777iME C 9 e c. d Accordion Shutter System HK UAM#1 W1 CR w/o RV WWW e-ArFE f ,g_ Amertean Shatter Systems Y. a�c�roR wry OR.aN 'k. .. TILLIT TESTING k'ENGINEERING COMPANY -a: STATE g "� es>a Kw.sct+s1 as.xo,w msA c smtnt n xaw sx: Asaodation. Inc, t OLD 1 1-192 .r3/Is ave: 4/r 3/is �}e, �-ivr• Ptla+c:(.*.)871-700 Fa><:(sasyRT1-tsst 4208 Wes(roads Drive z DRAWING Mo -A�cOI°""'"' West Palm Beach, FL 33407 s .c •. F •..:......-''� 15-085 wAI'To A mtrt d.PE. 5HF.6T �Ai`ss/Q,,� LL��� rwnw Lc,l 4415) 5 $ OF 20 P:F.. El a ....PovREO coucREtc BR (/ l•""-,r _._rofltfEa coltcRErE IRXlRkI)caNckcaE• RED CO CRETE CONCRETE BLOCK WAIL" f-'y /—Z— Oft CONCRETE �• CONCRETEREOUIREO BLOCK WALL RE0003'D DIUI'K WALL REGULPED .- ._ MOCK WALT.REQUanIXNSRNO CGL /"-._.... ,r.__...._....EXISTING GLASSCOr R tJTClIOR_. /" G.„.... ^ EXpy7fK CLASS a (S/S5 / / / I.,.lttN .., �-.. �(�—� IJJ tJ ,•._ 1(SMUPAWiN EO• ED - TTri am SUVR(Sa. Ii t Bt <DMSD 0�+"<� I t S `.Af]Y"tE a,9#l:T 1/1V w MAX._-_� a,SIIV 19 FatSCHEME �SFQQQ� ' SOStX£QN 5T¢r II FM eALE®NO (Fi067-Ts)'CONT. `'-- 9JZL30&Q$ It oN CR XOA 1(rat eN1E mnb (LOCATE AT StlE1 1D F'ai A,UU.CI.OSt72 Q9 t/2' ON SIUT f9 Ff;R EmIER SSE t NAv)ES�kQ)j PLATE.(LOCATE 1/2. Y_-^ RMkS®k Q� Ar WHEN SIDE UGI \ _ ®) 1/2•MN —' � �Q) � ( � •I.USE T•OR r MAX I _i d10R1/rS.M.S..✓ 1 ...._.._._._...._,..._.._..._... _...w�__�... (AS APPLIC�IBLMX2•.I/B'r0•-2' p tG O.C. -.._..._:.._.__� o,C. ALl1MiNVM CLW.AN•p.F. � __.___.._ ....._...__......�......�.7 /, �•_•_-•_ w\ (1)tH-T&AL-S.M.S.AT WDHE10@k;H�! ^? 4 `.f _.�__ (1)/lOzf/2•S. IO QG: (2)I/4•0 TAPCONS ANCHORS TO _ WALL AT i'O.C. (LOCATE AT S SEE MAIL X FORA �.( 57DE cQNiTEcroN Ell�R �` OTHER s orp) (�DR VOR Q� smE CONN _ ��R �-/�n� C� TO Tw�cKs ��r®Od 8 �„ SEE°cor.L+XciD 4 +tt 14•(@2 at©� 0O'©�a 6�a d 6 -`a.N�•�a TO TRACKS a7 ^CJ'..V°'�-! •v.i"°• - •�'®•®°` •�"' YO Ti1AriN3 L l'.�'�tY''•At�'!•Qr�©•t:.w" 0•040•0-®•04 ®•ear�a�®a© END CONNECTION OETAILm i^NO CONNECTION pEFAII,Q2 3 ENO CONNECTION DETAIL 4 POURED co LCI-7, aR EXISTING EXNSIWG GLASS ! . : CONCRETE t)LCCR WALL f r f REGUG?F.D � CLASS r f ,RET)OALY FOR:PANS GREATER TSLVI 12 0- I i d S.M F 1O a S(:3I e Q 7.0' .C. LM l L____........._ =� SQ rw L'AL)C(D:r TO GLASS(SEE 1 _ <_` `-. —�C� ..:/-'_O� II si B 19 FCR CONCRETE \ 1/2'WIN. 11 FM a,gial OAN f/F e al 51[TI 19 Fut ANCHOR a _ .— .. ii Ern WOE'WAkO 'T-----------� _ ---- OR 1 OR I i fIIN}ES D&eb) 12'6.E.. WW / I__'..__.-___ CTT•Jk"LT 1 9 rat ... ....__.___. ......_ © � 1 ANacT o6rs E,ATXS 0&B OR(D a EQ _ _ OROOR IAN,2.4tH. 2' ♦SEE Ut.ti!fiNS CP USE I-OR �, f __. .._ _ B.AVI J FET 19 ON � @OR6RL�OR@ VIEW Y l f"• � _ i �OR � .E.LAI� POURED CCNCRLT'c oR (DOR. �„©,�„©,�•�„ ____..._._ DETAIL T CONCRETE oU.)CK WALL �•e'�^'©'�©.�.. f R QDNREU r0�©>O D'®d •—©'d'©�©U"®a 1 HV SLADE OR NV WINDOW BLADENIQ -�•®�©•Q�Q•®d p,®ae�,Q�4�� CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION QETAIL UB ®>Q3®�®"®®END GON�I ¢T�S3N DETAIL© aQ� FLORIDA BUILD ING CODE Nan Nigh Velocity Hurricane done' 7..015�EtMMNN,tUaAL SVPPLr;INC. Q• BE ■�fATu � ATTIE h�� �� � ��� Accordion Shutter System �r V rNc. RV,RACE#1 W/OR W/0 RV.HIMM EM g !•( f('� T1LU7 TESTING a7. ENGINEERING COMPANY O ArnerfoGn Shutter $yderns '--- tRS{.YQVIWN 6AYC RAwN aF: D.E. STATE OF vas N.Y.7.a.,.v.3t..I'm v"U"OlAma Ro;,n,v. Assoctatlon, Inc. , ou 11-192 N/u/Is BXTE. 4/13/15 c..:(205)87;-1531 4268 Westroods Drive 2 \�,.` West Palm Beach, FL 33407 3 R DRAWING No ...... �'.•� Waf.rER A °ir k,nE ._. 15-085 nA aNAL at FIDROA Lr.It"161s P.E. %' RE/DATE . SH io OF 20 SCHEDUI_F lft S�,HEDUl,E a2 SCHEDULE 1�3. A(AXIMUM SHUTTER $PAN 'LL+"OR "L MAXIMUM SHUTTER SPr44*"Li" IMUM SHUTTER SM*'L+' (ft:). F0INSTALLATIONS WW/�� (, QR 'L-`(fl.) FOR 1R 'L-' ((t.) INSTALLATIONS t{(CTaiLanrsi`i_rrrNn " ; CEWERMAM dt or(}}) Or(� INSTpLlAt10NS W/� -CONCRETE&- W/ONE H.V. LOCK or©or or 3 W/ ONE HV LOCKS M ANSORY WO POSITIVE a 9.0.UDESIGN PRESSURE RATN ALLOWABLE SPAN ING. C HU LOCK�W/®O LOCKING RODS%or ONE IN LOCK- N or OR-7thW/ NO LOCKING -WALL, A 8. C, 0, E. M. N. 0.P, 0, pg, ALLOWABLE URE SPAN A G"EN NEGATIVE CENTMVA7ES & W/ONE.HV •T' W/NO LOCKING RODS ODS MOUNTING F, K&L R, S. Jc V, LACK®W/TWO LOCKING-RODS TOP & (SEE NOTES.Y,'tt) (VALID FOR MOtHMQ6 (2)PROEEp(AtE TO pETET1MItTE MAXJNUM SPAN FOR BOTTOM SEE NOTES, A� SNEET 7) FLOOR/CEILING C;H, I. 11, J T. U, W h X WALL MOUI4TIN05(TOP/BO'TTOM)OR FLOOR/Cc1UNG: CONCRETE 4 W000 INSTALLATIONS lJ CONCRETE k wV00 CONCRL7E WONTING & M A'.JMC '0(5Sl1 ,eco y11&%3%30- INSTA(LiT�NS• CMN A PdSMVE ASD.DESIGN PRESSURE RATING. FUMVIC WALL UOUNTOC now/Cf uNo M� WNL MOUNTIN !'t✓ +n'S OFTEMNE MAXWUM SPAN 9a•'FROM SCHEOULE. wle4i IINtq' ANN6 F100R/CEplNp MOUNIINI - (wal.f MouNTI(G FLOOR/cc" may.) aq WEN A NEF4ThE 0.30.DESIGN PRE•wUHG RgTfNG, (r WOUNTM CR-) _ _ Ct M-) (r:mt-) x(1.WUAw6 DETERMINE MAXMVM SPAN 1. FROM SCHEDULE. (t W_ L C r 0 t-W- l.f (A) k-[n1 l t(2) t-A•�- MAXIMUM SHUTTER SPAN 1+'OR 7,-'FOR 30 OR(ES /6':-0` IS'-0" 16'-0' 16'-0• SLI Is'-" IV-0,id' 16'-U• (U••-a• �TALATIONS TWO WOOD MHAU BE LIMITED To FINAL.AWMMUN ALLOWArA.E SPAN IS EQUAL TO.NE 35 14'-t0' IS'-70" ts'=2'- 16•-O' SS-' 'id'-10'-t4-10' J5 IS'-2' IB`-f0' 105 Pot.AS.O.OLSI[GH PRESSLIWZ PATING. 9dtL&9 DETERMINED SPAN BETWEEN-Lf'AND L-". -_�.._......_.....-_._..._.__.._..._.._.. _._._. -.� _.._.. ___._ 40 13'-1U° 75'-2 ¢0 13:-10' 73'-IU' 40 14'-2' t5'-2' (3)PROCEDURE i0 DETERMINE MAXIMUM SPAN FOR ¢g -jS'-1'- 13'••I' AS 13'-4' 14'-3• '�' IN COfMERCEMFJTMATE/J MAY BE.USED AT ALL COMBINATIONS IN BEIWEEP7 WALL MOUNTINGS -.._. ..-.� .._...-.. „............ ..._._..,...___ ....._-._-. ........_....._._..........-.._......_.........__..._ W/fUX)9/CEILING MOUNTINGS: 50 1'L'-s' tY-5' 12'-d' 13'-7' SU f2'-u i2'-s' S0 72'-J' 13'-1' MOAN NNG INSTa,IARON`':LOCKIt7G sPEC;f7f:ATtONS __._.._.55 _...,.__.. _..... _._.,_..,._........_........_.._ il(ALL BC AS INDICATED of MAN(AIM CONDITION 55 "-1• 12•-11' _ 55 il'-IO' (7'-10^_ 60 10*-2* J1'-tl_ #z FOR A C7(Qt POSITIVE AS.p,OC•SiCN PRESSURE _ Ii'_}�_11'-4" 11'-T' 1 '- 60-_ I1•-t' tl'-4" 60 10•-2• }0•_77• NOTE 85.SI1Ell'S. RATING: 65 .1(r=10' 70'-t0' it'-I• it' it' 69 10`-70'_ Y10'-/0` T65J 0-Y tU-t- DCfE fmn 70 10'-9• 10'-6' IF-9` Ii'••5' 70 IO'-6• - 1U'-8' 70 d'-9' 4-a - Ll+�MAX. SPAR FOR WALL MOUNTING INSTAIlA71LWS. _----. .-- __ _ I.zr-MAX.SPAN FOR ELOOR/COLING MGUNRYG -.- 75 t0'-1' t0'-4'. ,__If'-1' 75 10'-1• id-i' 75 d`-9' tt IXCEPr T7TAT MNOMUM S(Uf1ER.SPAN-L.-OR INSTALLATIONS. 4'-10• 9'-70' iU'-0' 10'-9' 80 9'-10' 4'-f0•, 'L=AAO M6(7UAltl(i AS.D,OTSNC lYJESSIATE 2t1ING FOR FOP.A(TUFA NEtJARVE A.S.O.OESY•N PRESSURE 65 9'-8` 9'-6' 9'-9' 1V'-5` 85 9'•-6• 9'-•U' INSfALWNk&INTO COfJCtLrE OR CONCRETE BLOCX RAUt(G: 90 9'-3' 9'-3' 9'-s' 1C'-t' 90 9'-3' 9'-3' SHALL OF LIMITED AS FOLLOW': DETERMItt, "-'-"""•-' '--'--- -`-- --'-" "- --^-'-•- i- CONNECTIONS TO KEYSTONE MOUNTING 95 6'-0• 8'-9' 3'-2' 9'-10' q5 9'-0' 6'-0•" Lt MAX. SPAN FOR WALL MC3VH17NC iNSTAUJ:T1rJNS. __._-..•......___.._-. ....—_�_ __........�_.__. —__ LIMITED-:0 4.64,72 p.a.r.AND D'-0' SPAN, SEE TOO 6'-9• 6'-4' 9'-D' 4'--7• OLIO B'-9' 8'-+' r� Lz-_MAX. SPAN FOR FLOOR/CEiL'NG MWNfWC .—.-._............._._.__- MOUNTING V ON SNF.ET'7, INSTALLATIONS. 105 0'^7" T-•II'_ -Si-8' j 9'-•t_ 1_O5_ — i IC ._9'-4` V-7- e-7' , 9--2• .._110.... _..8'- T'-T FINAL MAXIMUM ALLOWABLE SPAN IS EOWAL TU INE 'i'-3' d'-4' i tt'-11` ii5 d'-2` 1•--S'_.. MINIMUM pElWF.EN 1.1+',"Lt f', '1.,-•.VAD:s-" izo _o,-o _ e-ti 6�-a`-1-.8_9,__ t20._.._.9_�_.. ._.G'-f,. SEPARATION TO GLASS SCHEDULE -----_ - •^-- 6'-0' - (4)GO TO ANCHOR'.SCff(DULE WTF1I FINAL MAXIMUM ALLOW72S T-70' G'•-d' 9'-0'`F C`-5' 125 Thi O' PRESSURE SPAN AND DETERMINE A.S.D.UM AN ACN 7'-1(Y 7 3'-i' 130- - Y-e'� U•-r PRESSURE.RATIFJG TO Of1ENMINE I/A%D4UM ANCHOR -- — WIND ZONE MINIMUM PACING. 35.._..... :.-;'__...-s'.-?'... ?:w9_ .. 1a5 r-r o_r •U' -.i o_..__....._'-s, -V-11, ASTM E-1996 SEPARATION 14_5 T-3• 9•,;g•-'-Y_5. -�._3;._. 145 --�:_:.... ._.5_g ..... TO GLASS 150 1.-7' -7'Y-4-4• 7'-0-0' 150 7'-1' 057-7- -0' 5,.`.��.....,. I THRU 3 T,. .........755 T-o`.___._............__�.�___»._._. ..� _ .. 160 6'-II'_ 6'-2' T-t• 6'-T 160 6'-;1' 165 W-JU' D'-(' Y-0'_.. 6'-4• _165 6.-IFF- 5•-7• _ .. 170 0'-9' -_1n 6•-71' 9'-2" 170' 6'-•q' �'-n' . ......... 4 _..........1..'.-.,_ ..—.._... ................. 175 6'-r 4'-9' e•-9' G•-q• i75 a'-7• 4.-9` _.-._...............__...._..._-. .... _..__SO H V BLADE TBC 6'-8' 4'-8• G'-8' s'-in• IBD U'-F�" +'-s" I EIS 6'=5' 4•4" 6'-7' `..1-.- 1&5 790b'-a• 6=a• 160 ...E• 4' 4'-5' t95 6'•-3' 4'-}• 0•-b' •..s' 195 0'-3• ..-S'-3`. 2W 20 6'-2" 4'-.' 6'-4' S'-3' a-3 ;-r ` 'z05 e-( - -r FLORIDA BUDDING CME Nan Nigh Velocity Hurricane. Zone g 2015 CASIERt(-MCTA�L SUP-PLY.JNC,LY t..�rAlm.nuo Tlf f O INC ���m ��� Accordion Shutter System N.Y.BADE X11 W/OR W/o PLV.WMW BA)x TILLIT 7ESftNC & ENGINEERING COMPANY A MerlCon Shutter Systems c,,, IDATE lr ant N.W.3M.I(,Sta.YA.vW m,aAAma,Timm 3s, kssacintion, Inc. 1 a_a T I-1qr Al13lts OA1F• a/13 Is Pnme:(ms}ett••Isso.F'G4:(sris)97t-1$�t 4265 Weslroods Drive z • e-m�:URaxWad.car West Palm BeOCh, FL 33407 s �-DRAWING Nn o��..FtORTD? .��``\;` WALTER A0RW•.IJr.PC 1 15-085 ��riisS�lfATjo 61)�E/DATE rlw w Lk./44167 s 1 4 iLltXLMu�AtdCHORP spACI SPFCIFICAT10N5 ON ANCHOR RFCIUIREMEN78;POURED CONCRUE OR CONCRETE BLOC-AKL IG Tff FIA K SUBSTRATES (SFE.YWNIBIGS C 0.A H ON SKIM 6.61 7) 1,mvio S TO SUESTRATE 51LALL,BE AS roucwS: Pam aa7r POURM 00NOlErH' (A) TO EXISTNO POURED CONCRETE:(WIT.rc-3 kw) (g)WALL SILL MOUNTING (G}CEIUNC MOUN'UNG (H)FLOOR MOUNTING -1/4'o TAP=OR TAPCON wOH AvIMcm INREAOrOIfM mmutioLOGY.ANCHORB,AS wNUFAC11URfo,BY Lt%BUT=(W+.1'c«3 kv) SAN AKtMORS SPAQNG ISMip - t/4'9 Ic 3/4',ALL POINTS SOUP-SET ANCHORS,AS DISTF8Fp1 M BY ALL PWITV SCREW.VOLT'k SPECIALTY COMPANY.(NAI,ra .+3.ksi) (IT) if__ WYM... PRF3SLRE-ROTA AflOFE Mw 01901 AK Pl=='=4 TAPG'ON 1/4Y%JX TAP'CONCREIE ANCNIXts w/GW AS MANUFACTURED UY FLORIDA FASTMOM DW-a.M.(IST,F.e 2 w) 30 40 ti0 TS'e0 T20 160 709 30. 7S W 120 160 20 30 40 6075 90 11201100120M -1/4'9 TAPS ANCISORS AS wNwACitm BY POWW rA=NMS,INC,.AND D15Flw1n Or ALL FWft SCREW.DOLT do SKCVa.IY TAPCON WITTI'AWAk'CED COuPMtt OR ATM'bTi4ER APPROVED LICEISE3)OR AURI WUM VENDOR REOtSIF.Rm WITH TIT AUERICVW SBUTIE2 SYSIUZ A!SOCWWN,INC. 4 i o e 7 e u - la 0 b a a e 'D{REAOPoWI:IECNNIXOGY (Myl•re u 3 k XLl 14 12 t0 0 b 8 8 8 i4 12 IO 9 6 'a' 6 B I4 12 10 9 0 '8 6 0 AL POINTS SOLO-S. 1'�'i2"t0 B D b a_ a 14 12 10 9 6 a a a N t2 10 9 0 0 0 3 ULUE TAF W CUP � ^• td 17 t0 0 -a 1:11 "0 7 14 12 itl 9 a e. 6 8 fA 12 -6 9. 8 8 6 -6 / - AI)M0/IWM EW C•OMENT NTO POURED CONCRIM GF TAFYX7f1 OR TAPCON WITH ARNAW-0 1114M x�'OTa1 TECw%OGY MICHCCS Ann IAFRER+ 14 12 10 0 8 7 9.5 3.3 14 11 l0_ 9 e a 0 8 14 12 10 0 0 8 6 5 TAPPER4• PN:14DR4 5 1 3/47.AND FOR BLUE TAP w/CAP ANCHORS IS t 1/2'. 4._0, 14 12 t0 B a e a 0 T4 12 10 D 8' 8 6 0' 14 12 10 D 8 5 a 'b.S 11 12 :/0 9 9 0 6 4 14 72 10. 9 e 5 6 4s 14 12 10 9 8 0 4 3.5 A2)MINIMUM EMSEOMENT OF 1/4'9-3/4T ALL POINTS SOLID-SET ANCHORS SHALL BC 7/8'vao,TTT POURED coNCItElE.NO IVSE ENT _._. ri 17 t0 4 8 0 e a9 14.12 ttl Y- S 6 0 Sa Ia t7. 10 B 8 e' a 43 --•-------- RIiO.S[tJCC6 SiWL.OE.PQ2QQTTED. 1/{'4-20-SAS MAL7IIHE SDREw USER 5Tfl1L BEI 1/Z'LONG MIdWM SHOULA Stt�C6 t7(iSl;.WD I4 12 f0 9 73 SS 3a - IA /2 f0 9 6 6 B 3 14 12 f0 4 6 '7 33 4 •Mc tw.-Or Uw f0a I.MO«'W FOR LLL W FUI T). 1/O. ' ___.'-._........._.. --- 79Ao2 Lav 9+Rr t9 O.^0. t4 .12 10 0 6 a a a it 12 TO D a H 8 6_4 f4 12 10 G 0 4 8 43 t4 1210 D e 7 1 - ii f2.i0 0 D 85 S 3. t4 12 t0 8 S5 5 JS 3 AL3)IN CA,E 1){tT PFFEGiST STONE,PRECAST COtIC'REtE.PANELS,PAVERS OR ANY Vt;k'CER BE.FOUND OTF THE EXt51RNO WILL OR FLOOR 14. 72 10 D 6 79 1.6 ft 13 10 "9"6 8 6"i 14 12 10 9 8 6 49 75 ANCHORS SHALL BE UM#.ENOUGH'TO fVrN THE MMI STRUCTURE BE)IB:D SIM WALL FlUIST4:4.ANCHMRAC3-SHAD.115 A5 RIIACATM ON 14 12 99 73 aS 43 - - I4 12 IO 9 e 7.5 94 4 14 12 10 9 tl 6 43 Ja IrOTFS At}a AT]MOVC FOR INSTALLATIONS ON'V0M SICX14(IN F)FS WRH OR WITHOUT IV&STUDS CONSULT ITIS ENG9a M FOR .. ._ 165rAT1AifON INTO E8T WTRFi METAL SiV05 SEE SHEET 20. 6.�+ 14 t1. 1P 4' a b e - it tT •+0 9, 8• 8 0 3. 14 tz 40 9"_A eb's•3.5 t1 12 i0 9 79 3.6 3 - 14 12 t0 iia T 53'4 3 t4 la' fl 0.S 3.8 4 3 - 14 R 12 fp a "9' as 9 7a l4 1 5S'8.a'-13" 3" 44 - (0) TO EXISNTG CONCRETE BLOCK:(ASTM 0-90) 74 12 .8 0.1 .93 3 - - i4 12 10 9 0 a9 49 3.9 14 17 10 0 't S 3.a 3 -1/A'0 TAKON OR TAPCON IVRnl.AOVANCSD T7CRFADFORTL TE1;pm10GY AIKtWRS,A3 WVIUFACIUAED BY LT.Y:RUINEIC 7.^O. 74 12 10 9 a a - - 14 17 •10 0 e T S 1 4 14 12 t0 1 D Ta T-5 4 3 -1/4'0'1C.3/4'ALL POINTS^ G-SU MLCYTORS•AG Da.TRO)UREO 11Y AL1 POINTS SCRtb.BOLT h SPEQALTY C'OAWASr. N 12 10 0 0.5 14 12 9 73 '6 4,5 33 t4 103 T 3.5 45 39 - - - 1/4'0 OWE TAP CY)NCn=ANCFtm w/CAF AS WMUFACTURM By notruV}FA5 vts o2;ECT,Bic. 14 12 to 65-i''i"' 'i IF td a 73 as 4 - 14 1Z.'a T-I.3 7s•,.-.. 1/4.0 TAPPIF"ANCHORS AS MANUFACTURED BY POWF�i FASTFAER9.INC..AND ISTFU UTED ITT ALL POINTS SCREW.BOLT 4,WMALTY 14 1+ T_53 49 - - 14 12 9 73 SS { - t4 12 9 7 9 sa 3 COMPANY OR ANY OTHER APPROYEO UCENSED 09 AUTHOMW VENDOR RECISTERED WITH THE AtICO26'AH SF MER.SfSVAS ASSOMMN.INC. .-_.- - .._._____ 8,-O t< I2 10 0 6 A5 - _ T4 f7 9 d a 4 - 14 12 10 8 69 6 3s _..........._.._AAAA.._..._..................-AAAA_. NOTES: T4 t2 tl9 7 5s L - - 14 72 D &S S.0 4 3 m 05 6 5 d 3 - - B.i)MINOluM ofiewMENT INTO CONCRETE BLOCK OF TAPCOR,OWE TAP W/CAP ANCNORS ANO TAPPER+M40MS IS 1 1/4'AND TAPCON ti 72 9.5 7.5 4 - - - /['12 9S a BS s" - I4 is 0 6 BAs A. - - WTRO I AW))X 119MADIM TECHNOLOGY AMNORS 15 1•. 13 9S Ms.6 33 14 f7 V. 9 tl - - - 14 R itl B 7.3 43 - - 14 12 0.S g'-0• .._.__..-_..._.._ - _ _-.,•- .-_ - - 02)ufNNUM EMSEUMENr OF t/C9 2 3/4•ALL.POINTS sWD-SET Mc MRS SHALL BE QRINELY EWID(RU MTO THC CONCRETE OLOCK.NO is tI3, 75,}._e.. 4. - - - f4 11 7 13 S 3S •- - TI 6 0'9 A,S.L`. - - ..._-_ AAAA_.._..•_AA AA__ AAAA.__.._._..:_. EMBEDMENT INTO SIT =" L W PEFWMM. 1/4•:a-20 S.S.MlLRIIAlE SCP.EW U'.iEO SFW!BE l l/2"LONG MI1431Ult alOULD S UCCD 14 12. a f1.9 43 - 14 1z 0.3..7"65..4 It 10.6 7 'SO'4'43 - - EAST,AND f'YaODUM MR WRIIn Yai1i IRU$LULU-A. . 1A d5 99 4 16 12 D 7 6 IZ - I/ '{t 7 as aS 14 12 ID 9 73 - - - 1T'l2 10 8 eS {2 6 6 S 1 _.__.__............ .._A AAA_-._.. ._.. _ ... _ ._ _. .. B.3)IN-CASE THAT F42ECASt SIONF_PRECAST CONCRETE PANELS.PAVEIG OR ANY YEXf R BE MUM ON 714E FJ.".WALL OR Y.", 74 109 7 5 SS - - -• 13 9.9 4.9 5 1 3 - 7O 1S 5."i' S - •- - ANCIRXIS SHALL W LONG ENOUpi TO REACH 111C WON STRUCTURE BE71Bt0 SAID WAIL 1TN514E5.A90fa a SHALL HE AS 110GATEA ON ___....,_..._._ ..._.-...-.. -AAAA.._-_.. ............. tt 11 T9 7i 11.3 9. 6 5 4 - 23 99 a 5 4 4 - - NW S.Rt)L B;2)A80V£FOR INSALiA710 M.ON W-01.STOM OR ETES WITH OR WWOUT METAL S7tOS COCSw TRIS EHCSNEFR. OS 8 5 - - - - - /4 /2 6 8.6 SS 4 - - 13 l0 6s 5 4 3 FCR 0✓STALLAIM INTO DFS WITH METAL STUDS SEE SHEET 20. .._..._._..__..._......___ ....._..._..-_ t!.•-D• f4 17 la - - - - - 14 t2 9' T E 43 - - l4 109 7 59 45 3S - 29 12 9 6 A.A."4 3. - B 7'i3 15..'3 - (C) MCWAI'SHALL BE INSTALLED FOLLOMW AL OP THE RFOOMMENO.ADCN5 ANO SPEOFWA.TTONS OF TIE ANpWR'S MMUFACNJRER ._.......,AAAA.. ..._ .._ _.. _ IS ILS S3 4.51175 14 10 T - - - - 11 TOS 7 59 {a - 9.S 7 43 - - 14 113 7.9 0 S - - - 17 9 0 4,g 4_ - - - (0) SEE SCIOXIE UESAw FOR EDGE OSIALCE(E:O.)VERSUS SPACING RE)AT;DW-t9P FCR AICHOR2 12'-O':1�'i2 'tC"- - - - - 1, ti' b 6s .'Ss'- - ia` to sd' S 'i - F_OOE OiST�NG�y..RS,ug.�Q,gyy�y+LE FDR ANCHORS! ._.. . to ._... AA.._ IIS 8s 4,5 - _ I I tl 3.5-4_J, - - - i 6 4 '3 - MA%INLR1 ANCHOR SVACOCCS ARE VAIJO FOR LOGE.DWMCES II.l"IM BELOW.TDf4 C 0.I=THAN TtE TIP'CATED,NEOIXJ:ANO+OR SPACING 15 95 6 - - - IJ 9.5 69 5 4 0.s 8 S 1 BY MULMY*4 SPACIK SIX"ON SCHEDULE BY THE FOLLUN.NO FACTORS. 14 10.5 7 SS S - IT AS 3S lS 3.5 - - - RgArW SPACING OdrlrtlEO USTtFG FACTOR 5111!!NOT DC!t'_S:.1F/Nt ICDN1UlIN SPACQIC HWGI£u FOR F!•ht AtlC2Cpt TYPO _�_. ..T ___.-_..___ti 14 Ifs 7.9 0 s _ _ _ 72 .9 6 4.5 4 - FACTOR "- __�... .- __..._ ... 09 8 - - - -. - - 10 7S 5 A. J - - '!9 SY 4 S ... AAAA TAPCON TTtW FVRBH TECJWOLOGY ALL POURF SOUR SET BLUE TAP w/CAP- 73 83 - - - f7 9 6 RS 4 - - D3 T 5 �4 EDGE TAPPER 13 95 as 3 - - - aS 73 3 4 - - - 11Y BLADEOR -A--- _ _ KN.SPACTM 14'-O" 14 12 _ -.'- - - 11 OS 7. 69 - - 11 8.S 9S sa- E.D. 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