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Florida Building Code Online Page 1 of 2 rim- v d ) tit33�7c( Itnt°tltt: SCIS Home 11 LOQ In ; User Registration f lot Topics Submit Surcharge Stats&Fatts wuhwdons j PBC Staff ; 6CI5 Site Map I Links Search 311Sin25 � ai s product Approval Professial 4=�K USea.pnplkUser Regulation PmdjIlt Atn+rrrv;tl Nen4>Prndurr or Aohliraunn gQrrh>ALe!JL nrzn jg>Application Detail FIL �x r s'�sac.=tea.. sF� � Application Type Revision Code Version CED Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal,com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory rdi 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 Walter A..Tlilit,Jr.P.E. 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.Knezevlch,PE J Validation Checklist-Hardcopy Received Certificate or Independence 1`138Q P$ COI HV A((LQRDi0N Cl rgQNHVHZyjn Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D htip://www.floridabuilding.org/pr/pr app_dtl.aspx?parani=wGEVXQwtDgvYYIIH2vJvx5... 7/16/201 GENERAL NOT S: I.BERTHA H,V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VBIREO FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL.NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONM DESIGN WIND LOADS SHALL,BE DETERMINED As PER SECTION 1620 OF THE ABOVE MENTIONED CODE FOR A BASIC WAND SPEED ROXIMED BY THE J1 SOAGTCN WHERE SNUFFER WL1L TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONAL"FACTOR Kd-0.65,USING ASOE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.SD.)DMGN PRESSURE RATINGS INDICATED ON SHEETS 11 THOU 15,10&20. IN ORDER TO VERIFY THE AE7?.'E CONDITION,ULTMATE DESIGN WINO LOWS DETERMINED PER ASCE 7-10 SHALL BE FIST REDUCED TO ASCD.OESFGN WIND LADS AREA 1: HV BLADES(1)er QA BY MULTIPLYING THEM BY 0.6 IN OfDERTO COMPARE THESE W/MAX(ASD)DESIGN PIESSURE RATNGS INDICATED ON SHEETS 11 11,RU 15,19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED.WERE NOT OVERSTRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS=USED IN TIOR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR 00.1.60 WAS USED FOR VII6RCATION OF FASTENERS 14 WOOD. SYME?M COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WIDOW BLADE&WINDOW DETAIL -HW BLADE(D OD214.01-03.{0715.01-03,Itooca1-05.01214D1-05,00317.02-06./0609-01-10 AND/0210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1686 AREA 2: W BADE(1)AND IN WfNGOW 13LME AND E-1995 STANDARDS(tASSLE LEVEL 0.WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. {WHERE APPUC O Fl -HN WXDOW BLADE 9 00505-01-08 AS PER ASTM E-1666 AND E-1996(M69LE LEVE.0.WIND ZONES i•2,3)BASIC PROTECTION ONLY AND 0 072541-86 AS PER TAS 2C2 PROTOCOL TTPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 MSTALIATION DETAILS A-F,COPCREFE/SLOCK SHEET 6 2.HW MADE ID AND W WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 =A13ATDN DETAILS C-ML CDNCRETE/BLOCK SHEET 7 3.DERMA H.V.ACCORDION PINS(W SORM),USED AT BLADES KNUCKLE AND FOR DIRECT MOM CONNECTION TO TRACKS SHALL BE 014AL75C AND'14.1.75'RESPECTIVELY.410-Ht MINIMUM SERFS C�1ERMATE OEFAXS W SHEET 8 STAINLESS STEEL SCREWS WITH 13&0 Das YIELD STRENGTH AND 100 k6 TALE SIRFAGTIL MILS SHALL BE COATED YAM BERTHA FFW OACROSIIEID COATING SYSTEM AS MANUFACTURED BY AIWROAM CENTERMOITE ALTERNATING DETAILS HV SHEET 9 COATNG APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PNS MUST BEAR THE HW MARKING ON THEIR HEAD. 4.ALL ALUMINUM EAGRUSIONS 9111.BE At.UUM M ASSOCIATION ALLOY AND TEMPER AS IDiCATED ON SHEET 2 AND 3.MINIMUM YL'TD STRENGTH FOR 6963-T6 ALLOY IS 30.0 Nvi AND 35.7 ICN FOR END CONNECTION DETAILS 1-6.WNCRET2/BLDCK SHEET t0 6005-15 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-C04CRETE h BLACK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON SIM AS PER DIN 50015 WITH 50 Val MIL YIELD STRENGTH AND 90 Cmi AM TENSILE SIRE NSK ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SILL COMPLY W/FIAPoDA BUILDING LODE SECTION 2411.3.3-0. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 S.BOLTS 70 BE ASTM A-307 CALVAIMED STI73,OR ARS 304 OR 316 SERIES STAINLESS SIM WITH 35 Vol WKUUM YIELD STRENGTH ANCHOR SCHEDULE-WOOD SHEET 15 7.SFE THE FOLLOWING SHEETS FOR ANCHOR SPECIRCATWNS:MY BLADE 0 12.13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 INSTALLATION DETAILS S-X,WOW FIV BLADE O' &® WORKING IN IINSOIE: 12. 13&15 SNEER 17 B.THIS BERTHA HV.ACCORDION SHUTTER SYSFEU BEARS A U.S.PATENT/6.779.562 COMPONENTS OF THIS APPROVAL ARE COVERER IN WHOLE OR IN PART BY U.S.PATENT 05459.179 ISSUED TO EASTERN END CONNECTION DETAIS 7-12&X;WOW SHEET 16 METAL SUPPLY.INC. S.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SINTER IS 1O BE ATTACHED TO NS1UBE PROPER ANCHIORAGE.CONTRACTOR TO SEAL/CAULK AREA 3. HV ENDOW BLADE R ONLY ALL SHUTTER COMPONENT EDGES YOIOH REMAIN,THRU FASTENING IN OONT TUOUS CONTACT WITH THE BUILDING TO PREVENT HIND/WAN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 T0.EACH UNIT MUST BEAR PERMWENT LABEL.IN AVISIBE PLACE WITH WARNING NOTE DURING PERIOD'S OF 14URMCANE WARNINGS HONE OWNER,TOONT,OR OTFERS,MUST PROPERLY CLOSE ALL TAW AND HD CENTERMATES AM ENGAGE OR LOCK ALL W AND NO LOCKS. AREA 4: HV WINDOW RI ASF in ONLY 11.SNUFFER 94 NUFACTURER'S LABEL SHALL BE LOCATED CR A READILY VISIBLE LOCAPON AT ACCORDION SHUTTER IN ALCOR aX%1=WITH SECTION 1740.8.3 OF FLORIDA BUILDING CODE ONE IA92 SKAU.BE INSTAILATON DETAILS.METAL STUD WALLS StHEEr 20 PLACED FOR EVERY OPENING.L%FLNG M COMPLY WITH SECTOR 1710.8.2 OF THE FLORIDA BUILDING CODE 12.KERMA H.V.ACCORDION SHUTTER SYSTDYS INSTALLATION SHALL L COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REWAMONS PROVIDED BY THE;uR.OICnDM%',S ME PRAT IS APPLIED 10. 13(I)TIS P.E.D.PREPARED BY THS ENGINEER is GENERIC AND DOES ROT PROVIDE INFORMATION FOR A SITE SI MMIC PROJECT,;.c.INHERE THE SITE CONDITIONS DEIMTE FROM THE P.ED. (b)COMPACTOR TO DE RESPONSIBLE FOR THE SEUCTICN,PURCHASE AND HNSYALLAT411 I NC.L.IMM LIFE SAFETY OF THIS PRODUCT.EYSED ON THIS P.ED.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS ORAWING SHALL ONLY BE USED TO THE CONDITIONS OETAF.LO ON THIS DDCLAENT.CONSTRICTION SAFETY AT SITE IS THE CDNFRACTCRs RESPONSIBILITY. (<)THIS P.ED.WILL BE WISDOM WOAD IF ALTERED BY ANY UEAs OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SIE SPECIFIC PROJECTS SHALL BE PREPARED EW A.FLORIOA REGISTERED MIGINEM OR ARCHITECT WHICH MLL BECOME THE ENGINEER OF RECORD'Eu FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR INE PROPER USE OF THE RED.ENGINEER OF RECORD,ACHNO AS A D0.rATED RGWEER TO TE P.E.O.ENS^JKEER SHALL SUBMIT RA- LATTER TFC SITE SPECIFIC ORAWIN S FOR REVIEW. (e)OACMIW.P.E.O.SHALL.BEAR THE DATE AND OPJVNi SEAL AND S,LSATURE OF THE PROFESSIONAL ENNMNEER OF RECORD THAT PREPARED R. w FLORIDA BUILDING CODE(Hon High Velocity Hurricone Zone Stll A TVAVAiA ®2015 EASTERN METAL SUPPLY.INC. ''IxEe'-Zt"- BERTHA HVTA *��ryo�- I L E c t3 t1■S■ ■A■ Accordion Shutter System Hv�aoE1 w/oR w/o H.V.w(ro(nv EiAOE o: American Shutter Systems oFs4>r 04 IAT CFAAN SY, Ni- ;0' C 1f TfWT TESTING&ENGINEERING COMPANY p Tf OF Association, Inc. 1 OLD T1-f sz a 13 15 OLID-4/13/15 �O^ � Mast R.K.Ifia,R. I 153.v.I. (305)s.namA 33M / ! =�••--( Pns,e c(303j671-1530.im:(305}67,-153, 4268 WO5tfOCds Drive 2 DRAWING No �'�S� •. �Fi�� m:63 e0° West Palm Beach, FL 33407 3 ;ANAL EN�'\A�`'�� WALTTRE60.0n�7,�.PL 4 15-085 L FLYF04 Ua 1 44167 5 SHEET P.E. SFAIIMftVURE/DATE 6 1 OF 20 �yy� -3Y rap WWW WOD� , YARTES 1.910' -i l.�t"• sI �i g q 5 9 COVERED UNDER US PATENT>p 5458179 LJHY UNNERSAL FLOATER � ` OUAUFlED FOR USE W/ NV BLADE 1O �'J HV DIRECT MOUNT Nv SLADE i 1�A HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUAUFIED FOR USE—W/ Htf 6063-T6 ALLAY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE 6063-76 ALLOOOEY At TEMPER ON SHEET 19 L373L 6063-T6 ALLOY AND TEMPER 2.6 iv .994 870' t.tt6' 72 ' ea2 J' . r i 5EL315' .092• 7 1.136' M' """ o_07g O7 HV ADJ. ADAPTER W/UP �a, '10 0a a t8• QUALIFIED FOR USE W/HV V HV WALK—OVER TRACK ©HV ADJ. FLOOR TRACK BLADE QUALIFIED FOR USE W/ Nv 9O HV TRENCH TRACK �. 6055-i6 ALLOY AND TEMPER BLADE(1� QUALIFIED FOR-USE Wf IN QUAUFTa_D FOR USE W/W 6063-76 ALLOY AFTO TEMPER SLADE(D ONLY. @ HV RAiNGUARD BLADE GO63-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ FIV 6063-T6 ALLOT AND TEMPER vAF7i8 1.938• BLADE i' t.915' vAJ0E5 1.938' 6063-T6 ALLOY D TEMPER 1.917 L+1 r- Bas. 09Y' c' .100' Q60• 060' '�N 67 _093• q 09S_'� ' ` �� 9 670 66 1.6 • • `A. 670. 1 l5 HV HEADER%SILL 113 HD CEILING HEADERAM EiLAOE t ONLY, QUALIFIED FOR USE g HV BLADE�7 ONLY (� 6063-T6 ALLAND IEMPE QUALIFIED FOR USE W/HV BLADE 7� AID WALL—HEADER/SILL SEE SECTIONS FOR VALIDIiI'. SEF. SECTIONS FOR VAUDIiY. QUALIMFOR USE W/ tN 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BtAOE iQ ONLY. 6063-T6 ALLOY AND TEMPER COMPONEW A e 71 12 X Y t kMNY M7it I1 t t Oct" v) Y ( Y y0.125" L 2' S'MSX. 1/6' 1/6" � ' :......_._..�....».._. 3• � 3' ;0.090' 2• 5'MWJ 0.192• 0.192• 1f6 SIDE ANGLES — CORNER POSTS OUAUFIED FOR USE W HV 19 2.Y 7•ka. 0111 0.190' / QUALIFIED FOR USE'N/HV BLADE© QUALIFIED FQ,�USE W/1N BLADE 1 6063-T6 ALLOY AND TEMPER GLADE(1,)ONLY. Y 5'MAX D.139' 0.137' 6063-T6 ALLOY AND TEMPER G063-16 ALLOY AND TEMPER ® i F1.0RiDA BUILDING CODE{NOD High Velocity Hurricane Zone 0 2015 EASTENN METAL sUPPLY.plc. \\ y ��• �9;, -- BERTHA HVTM + Q. ENSF A s i,1` A Accordion Shutter System 1 L E C O I N KV.BLADE#1 W/OR W/0 KV.W NWH HARE *= American Shutter Systems ux.Qouxw90p DATE 0 Aw Rr: M. TILUT TESTING h ENGINEERING COMPANY �� ABsociatTDal Inc. I I OLD 11-192 4/13/15 DAm 4/13/15 6T1 OF kr ass NIT.3Hn.s.u.3755 V=6 axles,norm+33t _ . q ��—i 4b Ptcm:{3nsm7t-753o.Pc.;{3D5 677-ts 7 4268 Westroods Drive 2 p�'� . FIORt��`�\�+ •^QED °,° West Palm Beach, FL 3340-1 3 DRAWING No a4. NAL�'`A````+ MTM A xur it.Px + 15-085 P.E. i1+ltr79Ati,A1'�RE/GATE itopOA 1 r utD7 SHEET 2 0 20 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 FLSummary of Products ................_....._.._......_.._._..._—._...._........ Model Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by track$(top and i (Non-HVHZ)-Drw 15-086 bottom)for Storm protection j Limits of Use Installation Instructions Approved for use In HVHZ:No FI.28a 28 It A.S,S.A.INC. DR4'g.L,5— .r�df j Approved for use outride HVHZ:Yes Verified By:American Test Lab of South Florida Inc. 1 Impact Resistant:Yes Created by Independent Third Party:Yes { Design Pressure:NIA Evaluation Reports ' Other:Large Missile Level'D',Max span Is 12'-7'for 35 list positive EL's 9 nt; fi° A.�,.S.A.INC. P,F n Dflt'IG+5 2SLEIi! I1 ASD load and 13'-0"for 35 psf negative ASO load Ute HV3 blade w/o Created by Independent Third Party:Yes I window blade,5'-2"for 110 psf ASD 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 Installations Into Metal Stud wails Is 79"for max.ASD pressure rating of+72,-72 and 84" for+64,-64 psf.See sheet 5 for otherspans and ASO pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ)-Drwd IS-085 bottom for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL339 R8 II A.S.S.A,INC. DPWG.15-085.nd1 Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level'D".Max.Span is 16'-0"for 30 ps.f negative Ft 381) lt8 AE a.5 4.i._IrJC. i=..F.Ft. DRS 15-Ofi5 HJ.li.�ir i ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes j HVI blade,8'-0'for+64,-72.ps.f.load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.f.for metals stud mountings and 8'-0" j for 110 ps.f.for HV1 and fllliA working in unison.Sea sheets 7,11 and 120 respectively of Installation drawin s for otherspans and pressures. j 389,3eertita HV Accordion ShutterCDM80- Extruded aluminum interlocking blades retained by tracks(top and Ii (Non-HVHZ)-Drw IS-084 bottom)for storm protection I I Limits of Use Installation Instructions lllil Approved for use In HVHZ:NoQ4 RQ li r,_S.S.A,tNC. DRWG.15.O84.ndf I Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida 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 ASO load for Blade 1 FI-389 P6 AE. A.S.'-.A.1114C. p.F.R DFIVIG 15.091 IZy f and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes ! respectively 1 ' Contact Us::1940 North Monroe Street,Tallahassee Fl 32399 Phone;850467-:824 The State of florlda is an AA/EEO employer,t;*PYrloht 2007.7013$tale of F(00,10.;t PriYaeY Statement Acussibi0ty 5tatemnnt;;ecrund Statement Under Florida law,emall addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850,467.1195.`Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an email address If they have one.The email:provided may be used for official communicamn with the licensee.however email addresses ere public record.If you do not wish to supply a Personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hem. product Approval Accepts; E4 M securil v�t:u sr a s http://www.floridabuilding.org/pr/pr -app-.dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 SHUTTER ASSEMBLY SCHEDULE FOR are' HV (��„ HV 4t 1FIE:2"MIN. CE TO MADEO825 3i qraa-rT-` D8s .o-8—zsHBME t rnrr ^ HBLADE 1A III o?EHN ` ' HV LONG RECESSED NYLON BUSHING x n S ADES u1875Y KNUCKLE •0075 a Olp) o. ® HV SHORT RECESSED NYLON BUSHING HVWASHER '- �I I / NYLON HAT WASHERQ OR® 4@ HV WHEEL CARRIAGE NSI 302-303 SERIES ! ! °',t9 *-2 Iso- X 0.870'x3/16'THICK NYLON WHEEL �, `•+ 2 7Je'NK M'pK^• 0.188"0 Am 302 SERIES S.S. RIVETSi 315-3 w.�e osza-1 03 • 3.7500' ® HV 1 3/4"ACCORDION PIN W/ f8 HEAD * EXTERIORU b OPEN111� 0,5 3i4' S�b1 y:x• HV 2 3/4'ACCORDION PIN W/¢8 HEAD * •! 4 I 4. .p o '(M1 I �'^ i,/a oc�aYao 71++871+. (�4 POLYCAR owc IMPACT RESISTANT HV WINDOW , !v -`i I CLEAR _._.I TYPICAL HV WINDOW BLADE 1�1A ANb f DDR Or POLYCARBONATE HV WINDOW DETAIL ((sEf Note FOR ! REOUeRE1tEN19) � � j DOR® i I �POLYC�nBONATE IMPACT RFgCTfit1T HV�VIIlOQW i I BAYER M.AKROLON 3103 POLYCAR80NATE ! 12-UK ce RESINS, UV-STABILIZED GRADE OR SABIC * MQUIREMENTS AT EXTERIOR QLADE KNUCKLE FORTO BLADE INNOVATIVE PIASTIC LEXAN 103 RESIN I i I j O OR I i (SEE NOTE 'F-ON SHEET 19). ! i (1) HV PIN fl SHALL ALWAYS BE USED AT ALL EXTERIOR ® Nwa vr� I °�• _ 3 jl 7 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(DOR i 1 I POLYCARBONATE SOURCES FOR HV©BLADE. EXTERIOR APnFer �z,1 TYPICAL SHUTTER ASSEMBLY N..5. HV PIN Q OUR( AT (2) HV PIN @ MAY BE USED IN LIEU OF®AND ONLY AT Ex'R=OR ODaiC .� EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 7O PO-V;' SLOE'S KNUCKLE. BL^ad BLADE WHEN CORRESPONDING TO INSTALLATION "IT SHEET 7. ( NOTE•troR �c ++� At91 aroz ow ay.•,• nnu mn' .05 r 0 RfOU1REYENTS) TO. i 1 1 TV,=I=s:NACM Attu Da70 9A00 P,.S. 930o PAL (3) HV PIN OR w I 2- O.D. I 16- THICK S:S. WASHER O i E e'�LsrtacMA gan As"'Of90 12.30013LD wt fl ® / / / 5 I ncaim, AM � �Pal 31 m=P.L SHALL BE USED FOR DIRECT MOUNT INSTALIATION PER DETAIL X. SHEET M7 ..0 C a M� Asw em ,a"-V n n-e! EEL CARRIAGE DETAIL } s�oa 4-03 -2 ASSEMBLY LAYOUT PAW or O mama AS u 0= a-,Dass a-,0-w NT. '— 5uf F„Uon :Ane 01M low r oat r Saaclaa AM a,m nwwc a1fIDKL11 ARM F A—= C$2 Pdi data Val. HV BLADE SOLlD & (A HV WINDOW BLADE DETAILS `'"ww 1 Attv.a>e M,-1 aaw—L FLOPJDA BUILDING CODE(Non High Velocity HL Triton Zone A'. ,, cal 205 Eas1fRN uLYAL suaaLY,Ir+c. .......VIC .... BERTHA HVTM _ 1 L E C=,,, A.S S S A. Accordion Shutter System H.v MAX#1 w/OR w/o H.V.WtMM 13At£ American Shutter Systems DUMMOR WE DWWN BY: uL / TILLIT TESTING k ENGINEERING COMPANY J(ATE OF = 3133 N r.,�, r Vs MS.vpL e,R,O s Darn,�1Ie AssOCTation, Inc. + OLD 11-192 4/13(15 a m 4/t3/t5 Bfim,:(305)871-1530.Fa,:(.os�n-1u1 4268 Westrocds Drive z .� `�.� --t w:mOaa.=� DRAWING No West Palm Beach, FL 33407 ®°°°e"' is—085 OAIAL E�G��`,�r WAt.ttla A run J1.Pc P.E.r�Lpl{Lj610t�iURE/DATE rLOROA Lk(u1e7 5 SHEET a 4 OF 20 POURED CONCRETE ANWORs �' -�r- CONMiE (SEE SQ(WL%E ON SHEET 13) TO CAST DTE 1 OR m5I1 : M w t ' NHt C. RECV4ZG SS_ axx OF 'a1' T °mNo ' •--: :n.Aao, i xa HEME ow syse BAM(DA� 0. APFLDIJDIE GL Sf , a 9w H) E)aC°-' SDNCLAS , ANCHOR LOCATION , REX WASHER HEAD 11 a+ 13 x115 : J7e rn. TEx scREYR m 12,o.c. 011 . J/e aNCREtE ANCHOR 8 1 ;! `J. 7 (ss SCHEDULE ON SHEET 13) APPIxY�E -EDGE OF aasm+c I ales SLAB IF aF— 1' - t/z L EVE OF APPLICABLE STAB IF I SLAB IF - L NPt1fl�E O. O. MP6IGD�E WtPOURED POUREDFLAT HEAD C=RETE iCREIEj D. COMAEiE� (S2 SCHEDULE ON SHEET 1045 14) REOURFD ' HC 1 tt u to mA1a 1, ♦ �'� ._�... - ......••....... REQUIRED FIAT HEAD CONCRETE ANCHORS I 'LA'�'a). t OR � °REul° D,- _ ___..E a (SE SO4MULE ON SHEET 14) t1 .TRENCH INSTALLATION _ ^ V YEUO ONEY FOR UP TO t70,FOR PAF AS.D. Q HV FLOOR INSTALLATION �J HV WALK-OVER INS A CATION DESIGN Asst SH�nNc x FGR SPANS PER �HV CEILING INSTALLATION 11 CONC ETC ANCHORS —;:I--Czia'xsrm'n9t y—O T'- ' 'I � FwsrNc V4.8 RM SHEET 15)(swscumuLEONI vaetsnxc GLASS CLASS ^ s-on-n-s 4V°_XJOsIHc 1 3µ•.4 mc a ,.' iI � -I Mz wca.r<a, „t ac MR I TO cry sow AND c aG GOR WA,s UXM DM f l S ” '/{• " 1 st°vmd'Eitra r�imD1°`an""`vn' SELL I9s a.n m sm 11 1 2 I © ( w I FOR ® 3/6 1 8• o,Y a.D. , $• a /t{AJ/{ tHL HF>a_/= S3 us tEK SCRLYR O 9•ILC. 5A.5. ••_ ,t {• •:^.• ,`.,'L ^' 1 whip 1wA15 OR 1/{'0.20 SS.FIS. I CANt3iElE ANCHORS t 6 'O O 9'a C. _ i, +i. �'le- t+/NUr V 9.O.C. (SEE SfJi[TAl1E ON i7 a 18 "i �.'••` 2.00 iAui.`• omi9,c NOM STRWM*Ai, 1 2' �t'- ••••• •• •••,••- `-KOLL TPoY Coc=%IK O / 17 18 . — ED. u: SILL. / J=A EDGE OF �..r SLAB IF %jlI.-3/4_F.H.S.O.S. �,. .•.1Wt..:.:' ': 1 8• f 7 R' APFS.fCA1^ 9 .C.CON(7itTE ANdi0R3 r NOTE 1J(b)D - POURED CONCRETE (s7--sormu ON OSHEET t NOIE 13(b) p -._ OR(b`ICR£TE BLOCK SHEET 1{) POLREO CONCRETE ELO ON SHEET 1 .._.. ..!..._/_-. lgOIARED OR C0:1^-LIRE EYQ"f( �J IroMXED hSTEMOG�I INSTALLATION CONCRETE HV WALL FLOOR INSTALLATION F♦V WALL WALK-OVER INSTALLATION ���A4,ac SPA,e•�- UA DINS 10 HOM, FeR cO40NATION OF MCWIS: - _ 1,RMOVAMC WWMNN LATION�A*D 'E D.-EDGE DWANCE Aa14CENf TO AN OPM A•A,E EXR 9)9"(19-0111Z EE WRAnONN aF USE RM I_ME 5H�°FOR,ypCA SHUTTER (5EE SPECTIC1TDh5"'�'`' "' DR E„P EIlA@DN SHEEP 19 — ASSEMBLY INSTALLATION DETAILS W/ T HV BLADE _ uN ANTS w m E _Am IR5'utuCOUBAnoH M FLORDA BUILMG CODE(N.. High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. ENSF'' -�.-� ERTHA HVTM _ - ILL I E C d� �q�. Accordion Shutter System In 'rT}fii;7 KV.Mone g1 W/OR W/O KY.WN70W B-CE American Shutter Systems crSw,,,� ctt Ga„ BF Ml TILUT TESTING k ENGINEERING COMPANY TATE OF ;,4 63: N.W.74z sr,s Hos.VVQN G+a M na1DA Lia Association, Inc, 1 Dt0 tt-ts2 sjt3jt5 FATTx a/ss/ts Pom s:L Gs)en-,SJo.FCA:(sD5)an-1531 4268 Westroods Drive 2 0RA411NG No '., '•- L \ G Vtx,_O _. West Palm Beach, FL 33407 s "'`AC`S/ONAI rkN IS` WA,E4�AT05719.P.F- . 15-085 P.E. NEIL'%SIGNAtfURE/DATE Fwxo;LK,0 44167 5 1 SHEET OF 20 SEE END WALL CONH lQN DEWLS ON $HE 1Q_8 18 SU WFES ON LOOMIG ROOS® W Lam®a® `t aur 0 E,�nN�a INSTALLATIONS W 1 HV AND XnFMTE 1N Lorx®ON%W S. g� IlBLADC- IN r' BLADE W HV CENTERMATES *# =OUAX n+�+�O ®°®°®•OO°`® ,0•�° OR SEE END WALL CONNECTION ,0•®°"�•pw©•pa EXISnNG WASS DETAILS ON SHEETS 1 O O ©010.0•®�-7 — — ©.�on�.®m®•®ca --------------------- ') 2.",'.1/8'4'-2 I ®•®w O9.®°ap.p 31/0' Y —.____...... 61A. 7• {606J-T6&LM� OPPOSING MUEW/(z)1/a'0TAPaN ,/z a©.® SYMMETRYCAL 004M 10 calalcE - CENTERMATES CENT R AFES crop/Bottom)h WN.SEPARATION {a)/10a,/2'sus.to rusE� ito,3/a's.Ns.o cz' W! NV LOCK or r0 ayss o.c.rvu LeRam Wj NV LOCK or AT Ual ANf.1S(I1p) G (SEE SCHEDULE I N �* 3 ON S_ET 11) ® 5 r- 1 ' 2' ' 1/2 1 ®" 0 (J3) 0 OUT a * HHVC lo•p�'�•��•l'7.07 HVA HVB ®�©,O�®>lo•�o' 00SWI.CLAW -PVJRED CO+"ErE OR ®•O•©y®•O.�I CONUM NUKx WALL cussa ®� 2-------------- IN FO ��� "__ `---- -- - - a --_ _..._... rGor ` CENTERM—A S �♦�x���BaO,®a TO CLASS r— MZN 'TO GUSS a p�p ©�p p�\� +r ©•E? ®•O O ® ES 5 , 1 —�— W FIV 0 cu 6 OINIER10) ®-®"O-©01p.p ON SHEEr if, / OON SHM s D1 IN (uPP ) ICL — ---- --- -------. ,— — ---- jf AHCHOn o * 1aJ 1 16 a.0 s —;--- -- ----- a * 3 i YMs - * a � `�1 a� OUT �._ 6,/z-NAX,SLACK HVD OUT HVE HVF** ERR BUILDING CODE(Ron High Velocity Hurricane Zone gN1N1111rrhrrp ry''i ®2015 F157EZc N KETAL SUPiiY.44C. BERTHA HYTM \CEN , A $ A Accordion Shutter System . O qac. ■ ■ ■ ■ KV.aaoE#T w/CR w/o FLv NINXNV�.AI:E TILUT TESTING do ENGINEERING COMPANY +e�{C011 Shutter Systems _ „TE t15 1, mL .Q'. STATE OF '�� essx x.".'ba Se-sx.wi`"+oee"C+RDDtS 1LQCISA�: A390Ctatton. Inc. : Oi.D 41-197 4/is/is. a/+3/1;, Ph—c(3as)a1rlsTo,F:(scsknl-1531 4268 westroods Drive z ®-6006719 Wes: Palm Beach, FL )3407 s G NoIALTFLOAMUTT Ja167E 6 1 —085 P.E. �'JtA1,/1p{tiNAi1'h�2E/GATE 6 SHEET 8 OF 20 POURED CONETE POURED CONCRETE OR !, OR-N(CONCRETE OR CONCH OR CONCRETE CONCRETE OR CO CONCRETE BLOCK Nµ ..1 BLOCK riALL REQUIRED BLOCK WA11 REOVIRED BLOCK HALL REOUIFEU REWIRED /—ANG C� �/—EXISTING CLASS Z•MIN DUSTING OLASs 4,- - (6063-T6 c. E%15TWC CLASS / 2'LDFL _ ATION F mlC7A (gEi SCHEDULE 71 F9�M[E mMa TO� 7 iD aWNL�ASS(sff `SO4X AE M SNET 9DfDULE ON SIEET 1/16-:3•MAX. ON SFW 19 FDR 11 FDR BADE mA1a SOmILE OH 975:7 11 MR 9JLEOATO (6063-T6)CONE B/Di5-+�h DIF 9RET 19 FOR 1 11 FOR BADE HAND M OM 10 FOR ALUy.(1q,•osER r1a 019 FOR BRIFs©A® PIATEERNER SDE i/• 1 1 BVLfs me m1I of 4 O) ( i USE 1"OR 2'MAX.SJAS. --_ (AS APPUCABlE�0 16"O.C. ALUWNUY CUP ANGLE ` Q 16.O.C. -^�� ----- 4 (6003-T6 ALLOY)AT M)OHEi(HT 4 , (2)1/4'0ITAPCONS ANCHORS TO SEE DETAIL X F0.3J WNL AT 1O.C.(LOCATE AT 5 SIDECON. ON OR EITHER SDE OF 1 OR i OR �• SFE OETAA x rOR 1 �OR& TO TPACK5 ®-O•Q B ®- SEE D TNL X FOR 6 � sroE coraFEc7aN -®'® ©'®� s1DE TO N5 4 •®- v 6 7-81'.T•w TO TRACKS v 6•7 v B 0.®v OB•®-"DET '®-Q�3 E 0 - 3 ND CONNECTION DETAIL 4 END CONNECTION DETAIL 4O END CONNECTION DETAIL 2O O O +MUIREO OMY FOR SPARS GREATER TIM 12•-0• �71POURED CONCRETE OR ————— OaMiG Cuss CONCRETE BLOCK WNL GarLAS�.S IG 4 4 REC06iED - -1 UN.SEFARVICN ft ' ARAMN '------------ TO 0-44(S E O 16 .G X-1- KK TD a b--____ =-0--= 1O1 FOUR EVa.7E7 AND 4EDAE Oki VW 1/2-IAN. TO Q/S51 (SET: I _--------- ---- ON SEEF 19 FOR ANCHOR O 11 FOR BADE(DFFa i�OR®OR�OR� FCONC80TE (Da® 12•o.C. 5- n ®19 KR oR i-- -' u:N` R OR 1UXIN, 2•MIN. ♦SEE UM1rAT:ONS Cr USE fT7Fi �M 131ADE p ay 9HE£7 19 BRIGOR -i®DR0 VIEW Y 5 1 OR ®' r PLAN DETAIL X L PoaRED coNGRErE M U OR Q�'BLDCK W CONCRELLAT ON TE AIL � ��®v®•L3--©'®- �M� ®•O•©-©O p- n HV BLADE OR dA HV WINDOW BLADE INTO ®.p-©.gyp.®- CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL ®��®-®`� O END CONNECTION dETAII© -Qp FLQR►pA BUILDING CQ!)E(Hon High Velocity Hurricane Zone 0 2015 EASMRN METAL SUPPLY.INC. �cErus '' BERTHA t YTAi Accordion Shutter System I L E C O iNc. S. . . , Itv.MADE T w/CR w/o KV.H(NDON aaoE 71LLff TESTING ENGINEERING COMPANY American Shutter Systems n ME DAW4 ar UL STATE OF Iles n.r.3s�n.s.am lima"44=1+5.rima 331a Association. Inc. , OLD 11-192 4/13/15 OAM 4/13/15 R 4268 Westroads Drive 2 ORABTNG No R�;•• QRS '�C��� West Palm Beach, FL 33.707 3 /ONA4��� �� WALTER ura�tJr Jr.P.E. s rJ—O$rJ P.ESLF}HJ16!�1TURE/GATE c SHEET OF 20 SCHEDULE 01 SCHEDULE 42 SCHmULE R3 MAXIMUM SHUTTER SPAN 'L+'OR -L-' MAXIMUM SHUTTER SPAN* 'L+' IMUM SHUTTER SPAN*'L+' (ft.). FOR INSTALLATIONS W/ OR -L-- (R.) FOR R 'L-- (1L) INSTALLATIONS INSTALLATION I_ECMQ ��� SATES.0 &.0 or or INSTALuarONS W/ CONCRETE WJ ONE H.V.LOCK ✓�Or®ottr r v & W/ONEFIV LOCKS WOOD (1)L+:WUTIMUM SIGN PRS SPAN FOR A CNE' HD LOCK W/NO LOCKING RODSoONE HY LOCK or or MNJSORr POSRI4E ASA.GiSK.TN vRES5LIRE RATthYG. L-:MAY ALLOWABLE SPAN FOR A GN`EN NEGATIVE CFMERIAATES®& W/ONE l4WJ NO LOCKING RODS OR W/NO LOCKING WALL A, B. C.0.E. M, N•O. P. 0, AS.D.O3IGN PRESSURE RATING. ® ODS MOUNTING F.K&L R. S,&V. LOCK® W/TIND LOCKING RODS @ TOP & (SEE NOTES t,It) (VAUD FOR MOUNTING DOTTOM SEE NOTES It SHEET 7) FLOOR/CEILING WA PLtOCEDURE T( DETERMINE-MOR FL SPM'FOR �AAt CONCRETE&W000 MOUNTING G, H. I. Ii,J T. U.W& X WALL MOUNTINGS(TOP/DOTTOM)'OR FLOOR/BUNG: iu1�<N CONCRETE&WOOD UWALLATIO NS V u<nur 7tun0a CONCRETE &M GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, Wtd1 MOUNTING n.ODR/COLING � 'w"�1� AM ocsc. IDETERMINE MAXIMUM SRW •1h'FROM SCHEDULE (a.3! MOUNTING 3 ) RPIX+ 0;.MOUNFM2 GIVEN A NEPA.TTVE&S.D.DESIGN PRESSURE RATING, a ) FL002/CV'=.MWW4 G (+oa-I Fuc wum:vs DETERUINt MAXIMUM SPAN'L-•FROM SCH-UYULE. L4 W L-4t i TR) t-N t 4 W L-W L 1 W t-(N 0 MAXWUM SHUTTER SPAN-L+-OR-L--FOR 30 OR 161-0' 1 16'-0' 16'-0' 16'-0" 30 16:°' 16'-0- so 16'-0' 16'-0- INSTALLATIONS INTO WOOD SWILL BE LIMITED TO FINAL MAXIMUM AiLOWAF3.E SPAN IS EQUAL TO THE 35 14'-tO 14'-107 75-2 16'-0• 35 14-10• 14'-10' 35 15'-2- 16'-7D' 105 p3f.ASM,DESIGN PRESSURE RATING. M DLTFRIMINED SPAN BETWEEN 1+ 0.9 1-•. 40 13'-10' 13'-10' 14'-2' 15'-2- 40 13'-10' 13'-f0` 40 14'-2- 15'-2' (3)PROCEDURE TO 01'TERMINE MAXIMUM SPIN FOR 4$ t3'-1" 13'-1' 13'-4' 14'-3' 45- 17•-1• 73'-1' 45 17'-4- 74'-3' t IN CORNER CENTFRMATE/3 MAY BE USED AT Mit COMBMATIONS IN BETWEEN WALL MOUttnNGS 50 12'-5' 1 IY-5' 12'-5' 13'-7' 50 12'-5' 12'-5' 50 _ 12•-3•_ _13'-1' MOUNTING INSTALLATIONS,LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: i55 11-70` 17-10 12'-1- 12'-7T 55 71'-f0' TI'-10• 55 11'-1• it'-71' SHALL BE AS INDICATED ON MAFNOATORI CONDITION J2 FOR A G'VRN POSITIVE AS.D.DESIGN PRESSURE NOTE/5,SHEET 5. 60 11'-4' 11'-4• 11'-Y 1Y-4- 80 11'-4' 11'-4- V 60 10'-2' 10'-11 RATING' 65 10'-70' 10'-10' I1'-1' �1Y-11` 65 10-10 HO'-10' 65 9'-5• 10'-1` DETERMINE, 70 7D'-6" 1°'-6' 10•-9' tt'-S' 70 10'•-6• 10'-6• 70 8'-9' 9-a• 1.+n MAX.SPAN FOR WALLCEIUMOUNTING OUNTItARDNS. _ _ La+-MAX.SPAN nut FLDOR/gUNG MOUNTING 75 10'-1' 10'-1' 10'-4' 11'-1* 75 10'-1- 10'-14 75 - W-9 t f EEXCEYT THAT MAXIMUM SHUTTER SPAN-L+-OR I STAL.A.TIONS 80 9'-1D" 0'-10' 10'-O' 10'-9• 80 9'-10• 9'-10' 'L-'ANO WNQMUM AIS SA.DNG PRESSURE RATING FOR FOR A GYEN NEGATIVE&S.D.DESIGN PRESSURE 85 9'-8• 9'-61 9'-9'__i0'-5• 65 W-6• 9'-6- WSTALLA11016 ORO CONCR:-TE OR CONCRETE BLOCK RATING: 9'-3' 9'-3• 9-5 v 90 9'-3' 9-77.- SHVtl B£ULQIFD AS FOLLOWS DETERMINE-. 95 9-0 - - 9-10" 95 9'-0' B'-0' I- CONNECTIONS TO KEYSTONE MOUNTING L7 MAX.SPAN FOR WALL MOUNTING WSTALLATIONS. 700 B'-9' 6'-4' 9'-0' 9-15 100 W-9_ B'-4' LIMITED TO +64,-72 p.al. AND 8'-0^SPAN, SEE Ata MAX.SPAN FOR FLOOR/COLING MOUNTING MOUNTING Q ON SHEET 7. INSTALLATIONS. 105 8'-7' 7-i1' W-S' 9'-<^ 105 B'-7 7'-1 TT' 110 8'-a'._.-7'-7'.._.8-7 9'-2' 110 W-41 7'-7' FINAL MA70MUM ALLOWABLE SPAN IS EQUAL TO THE 115 -2— 7-3- B 4 B'-il• 115 8'-2= 7-3 SEPARATION TO GLASS SCHEDULE MINWUM GEit1E.EN-L7+-, UH',-U-•AND`z-• 120 B^-D- 6-11 6'-2` 6'-9• __a20_ s'-0' 6-n (4) TD ANCHOR SGEGALE WITH ANAL. MAXIMUM 125��• Y-10' 6'-8' 7' tl'-0• 8'-S• 125 -i0' 6'-e' ALLOWABLE N BLE SPAN AND T:GATrlr A.S.O.OESCH 130 7'-B- 6'-5• 7ID' e•-1• 130 7'-a 6'-5' WIND ZONE MINIMUM PR RATING TO DETERMINE MAO04WM ANCHCR 135 ACW- TL7• 6'-2" T-9' T-9135 7'-r6'-2- SEPARATION 140 .Y-5'... 5'_17' 7-Y 7-6• 140 7'-5- 5'-11• ASTM E-1996 145 7'-3' 5'-9' 7'-5' 7'-3' 145 7'-3- S'-9' TO GLASS 150 7'-2' 5'-7' 7'-4' •7'-0- 150 7'-2- 155 7'-D' s-s Y-2• 6'-9" 155 r-0' 1S'-p-_AAAA 1 THF(U 3 1" 160 67-11^ 5'-2' 7'-1' W-7- 755 W-i 1' 1 5'-2' 165 W-10' 5-1' F-0^ 7-4' TITS 6'-10' 170 6'-9• 4'-11' 6'-IS- 6'-2^ 170 6'-9- 175 6'-7' 4'-9' 6'-ir -5'-0- 175 6'-7• 4'-5--�- ISO 6'-6• 4'-B' 6'-8' 5'-10- 150 6'-6` 4'-B' H V B LA D E 105 6'-5- 4'-5- Ik S'-8• 185 W-5' 4'-5' 190 6'-4' 4'-5'_ 5•-6190 6-44•-5" 195 S-]' 4-T 5'-5' i95 6'-J' 4-3'2D0 6'-2- 4'-2^ 5'-3' 200 G--2' <'-2'205 6'-t' 4'-1- 5'-1" 205 6'-r 4-r FLORIDA$t1dDlNG CO�f(MoTT High Velocity Hurricane Zona 9 2015 EASTERN METAL SUPPLY,DNC. 1„717,1117HHNA„A,, BERTHA HVTM A S A Accordion Shutter System I L E C O �.�. FLV RADE#1 W1 OR WTD KV.WNDON aADE American Shutter Systems LV.W DMC” X WE CFAWH ft.law. G. uuji TESTING & ENGINEERING COMPANY * s rias N.W.3w,a.s1a.xis.YFG<MA Gucoc.noml 331 Association, Inc, t DLG i t-192 </I3/15 z+1r 4/13/'5 _- Ph—:(308)871-1530.F.:(305)877-1531 4268 Westroods Drive 2 ilk ••: SlAlt '���� a ED-0=7 19 West Palm Succh, FL 33407 3 DRAWING NO D, •.FCOR#d • �a WAOrR A TILUT Mr.P,C 4 15-085 P f!�Fs�'9htfiU� �E/DATE FLGaaA ua 1 44167 6 SHUT OF 20 SPECIFICATIONS ON ANCHOR REOUIREMENiS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SFE MOIRM=r,C,a:N ON SHEETS a-&7) 1.ANX ROBS 70 SUBSTRATE SHALL.BE AS FOLLOWS: ETa1fS PasSD COLOR IC (A) TO D(SUNG POURED CWARETEN(Waa.re-3 Ami) omm @WALL SILL MOUNTING ©CeUNG MOUNTING OFLOOR MOUNTING -1/4'0 TAPCON OR TAPCON WAH ADVANCED THWAYORM TECHNOLOGY ANCHORS,AS NWUFACTURED GY I.T.W.S10DE)L(lea.r0 .3 F3) S"A ANCHORS SPACING LEM -1/4'9 x 3/4'ALL.PaAFS SOLID-SEM ANCHORS.AS 06SCREED.TRIBUED BY ALL POWs SCR .GQT&SPECIALTY 0016MANY.(Nm.to =3)W) 01) n.Q1I FIEWK FA1c ama MONK MANX ROTC wo X=K PP.SAfS PAW -1/4'9 BLUE TAF CONCRETE ANCHORS W/CAP AS NANUFACRRED BY PtDfDOA FASTENERS C1W.M(Ir-('0 s 2 k j 30 40 1 BO 175190112011001205 JO b FA 75 DO 160 20.5 JD s0 GD 73 110 120 160 203 TAPCON OR -1/4"0 TAPP4R+ANCHORS AS WWJFACHIRED BY POWERS FASTICKERS.M.AND DSIROUTED Gf ALL TOM SCREW,EDLI&SPECIALTY f4 1 0 D 6 a e 3 2 t5 9 6 0 8 14 1 f0 7 b a a 6 TAPCON WITH ADVANCm CQMPNINY OR hM71'OTHER APPROVED UCIENS D OR AUTHOR®VENDOR FMS EKED WITH THE AMERICAN SHUTTER SYSTEMS ASSOWTION.INCL TIREAI CrU TECHNOLOGY (Lr-rc 3'-0' l li t0 D e 8 e e 14 12 f0 9 E a a a /4 /x to 9 H 9 6 6 ALL POINTS LOUD-SET DR LM u 12 10 9 a a e a 14 12 10 9 4 a 6 0 14 a 10 9 e a e s N 12 10 8 e 6 D 7 14 12 10 9 0 a fi 0 /4 12 10 9 6 -9--a 6 ��AAP W/CNP NOTES' 14 12 10 9 e 7 0.5 u 14 12 10 9 1 e 6 a 14 t2 10 9 B a 6 a TAPPER' A1)I UWµ)EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH AWANCIED THREIDPoRm TEDIMLOLY•ARa101S AND TAPPER+ 1{ 12 10 9 b 8 8 0 11 12 f0 D 6 B 6 0 14 12 f0 9 e A e 55 ANCHORS S L 3/4,AND FOR BELE TM W/CAP ANf`HpES R 1 1/2'. 14 12 l0 9 a o 6 4 14 12 10 9 a a 6 41.14 12 10 9 a 6 4 33 A2)VJAMJM DISEDMENT OF 1/4'6 a 3/4'ALL POINTS SOLID-SET ANCHORS SAW.BE 7/fi'INTO THE POURED CONCRETE NO DDhDLIDN 14 12 TO 9 a 0 a 4A T. 12 10 0 e a 6 u 14 12 10 9 a a 6 4.5INTO STU�'..D SHHALL BE-P00,11TED.1/4'6-20 M MA3aNE SCREW USED$KAL.BE 1 1/2'LONG WMUW SHOULD STUCCO DD6ST.AND U IE 10 6 75 53 >3 - /4 /2 10 9 e H fi 5 14 /2 19 9 0 T 5.5 4 G-- - 4 IE.)�fiSE•FOD I'MI10AW FOR WALLS NTN Iia STUCCO. f14 10D a a 8 B 14 t2 10 0 a b 6 0.5 /4 12 19 10 9 9 T 4 - ti f2 10 9 e 93 5 SS 4 12 10 a B.5 5 33 J A3)IN CASE THAT PRECAST STONE,PREcAST CONCRETE PAATLS,PAVERS OR ANY 4EREM DE FOUND ON 1HE OMM4 WALL OR FLOOR 10 9 5 75 4.5 - it 12 10 9 0 9 6 45 14 ti 10 9 a 6 43 75 ANCHORS SHVl BE LONG ENOUGH TO REACH TE MAIN SIRVCIURRE EEHND SAM WALL FINISES.ANCH3RAGE SHALL BE AS INWATED ON 93 75 aS 43 - - f4 12 10 9 e 7.5 s5 4 14 12 10 D a a u 35 NOTESAt)&A2)A(IJE FOR OCTAL ATIONS MRN VINYL=4 OR DPS WITH Oi WITHOUT META:STUDS CONSULT TNS ENGWEFR.FOR 10 o a e a - 14210a3 14 12 10 9 a 65'3 35 Ih5TAl1ATWi INTO EAE$WITH METAL sTUDS SEE SHOT 20___ Z- __ ___. _/0 9 75 SS 3 - 14 12 10 &S 7 S5 4 3 14 12 0 a3 55 4 3 - 0 1D EX6TING DONC7REIE DLOCK;19 8 0 a - - la 12 10 D a a3 5 75 14 12 f0 AS 9 a + - O (ASIC C=00) 6 a.5 SS 3 - 14 12 10. D a 03 43 33 14 12 10 a 7 5 3.5 3 -1/4'6 TAPCOH OR TAPCON WIDE ADVANCED TIMADFORM TECHNOLOGY ANCHORS.AS WNNUFACTURED BY I.T.W.DUIIDDL 10 9 aa - - 14 12 10 D a 7 5 4 1412 10 0 75 55 4 3 1/a6 2.3/4"ALL.PONNIS SDUD-SET ANCHORS.AS DIS'TRIBU ED BY ALL PONTIS SATEW,BOLT&SPEC;Q-7Y CWYAWY, 7-0' 10 6 0} 4 - 14 12 0 75 8 45 35 - I4 05 7 SS 45 33 - /4'6GLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACRaim BY FLOR.'A FASTEN RS DPI ECT.INC. 10 a5 7 4 - - H 12 110 8 Ss 4 - N t2 a 7 7.5 4.5 - _ 1/4'6 TAPPFR+A4cNoNs AS AAHLrAc71RE'O BY POWERS FA514RERs,LNC»AND DSIRSURD BY ALL PoNz SKEW,BOLT&spEQAUY H f i 7 SS 43 - - 14 12 10 0 TS 4 - 14 12 9 7 8 {S J COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORO,G1 VVIDOR REGISTERED WAFT THE AUERUH SLITTER SYSTEM"ASSOOATON,UNC. 14 12 f0 9 B (3 - - 14 12 10 9 9 6 4 - 14. I2 10 a 63 5 3S - NOTE,: ..._._._.. _.._ 14 12 V3 T a J - 14 12 9.5 '45..0.-4 4 3 - 25 95 6 a 4 3 - - BI) TTH AM NCEDCIABEOVENTTHRE INTO CONCRETE BLOON OF TAPCCF,BELE TAP W/CAP A`1CRTN"AND TAPPER+µACTORS l5 1 1/4'AND TAPCON 14 12 93 75 9 - - - 14 f2 95 e w s - - 14 12 0 a 63 • - - 13 6.5 m s 3a - - u u 10 a ab a -1- 14 12 a 65 s 4 W7IT1 ADVANCED 7}WUDFDfiMI TECNNOLDCY/NNCNWS S 1 9.-0. 14 42 10 9 a - - - 14 12 Io 0 75 4"_7 =14 12 b.5 7 6.54 - - 0.2)MIN:'.MUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SQLJD-SET ANCHORS SKU BE ENIHtE1.Y EYGmDED INTO THE CONCRETE BLOCK.RD 14 115114 a a - - Ta 11 7 35 D 33 - - If a 53 4S 35 - - - EHBEDIENT INTO STUCCO SWILL BE PERMOTED.1/4'0-20 S.S.MAMOC SCREW'USE SHOL BE 1 1/2"LONG MINULT11 SORPJ3 STUDIO 14 12 8 OS 43 - - - 7i•12 a3 7 5.5 - - 14 03 7 SS 6 43 - - FROST,AND 1'MIMMUM FOR WALLS WITH NO ST0000. 115 e3 55 4 _ - 14 12 0 7 9 V - - 14 11 7 35 45 3a 10'-0'is 12 10 9 75 - - 14 12 10 0'63 5 - - 14 11 e 6 a 4 - - B.3)DN CASE THAT PRECAST STONE•PREGIST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DISTWG WALL OR FLOOR, 74 1 7 5 1331- - 13 93 as 5 4 3 - - 10 7S S 4 3 - - - ANCHORS SHALL DE LONG ENOUGH TO REA7t THE AWN STRUCFJRE DICK=SAID 1rµL SNHSFM ANCHORAGE SHALL BE AS Ih=7ED ON 14 11 75 53 - - 14 it 9 6 5 4 - L2.519.51 6 6 4 4 - - ,NITRES Bi)&G..2) FAR U45TALLVXM OR'AMYL MIND,OR DFS WITH OR R1MAtT META STUDS COM&P-T TROs FNMNEER. OS B 3 - 14 12 0 &5 55 4 - 13 10 65 5 4 3 FOR DWALlATON INRD DFS WAIH METAL SnIDS SEE SHEET 20. 14 12 10 - - - - - H 12 9 7 6 4,5 - - 14 105 7 5.5 43 3} - 25 95 a - - 1I 9 6 43 4 1 3 - - 9 7 43 35 3 - (C) AiCORS SHALL OE INSTALLED FOILOMNG ALL OF TNT_RELVIJUENDA7ICNS AND SPEOFIULTIONS OF TIE MOM MAYUF I`URFI. 14 10 7 - - - - - 14 703 7 S3 4S - - - 13 63 53 43 73 - - 9}-Jr-43 - - 1♦ 13 75 0 5' - - 12 9 a ai 4 _ _ _ (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RETATIDW.MVP FON ANCHORS. 12•-0' 2 11 to - - - - - 14 12 a 65 55 - - - 13 10 63 5 4 - - - ET>GE DISTAHCE VE - SPAGINO SCN DU r FOR AH NORs: IS 0.5 43 - - - - - 11 a 33 a 33 - - - 0 a ♦ J - - - - MA2.MUM ANCHOR SPAYLi45 ARE Yµ47 FOR EDGE UASfANC£S INDK55T0 BELOW.FOR C 0.LOS THAN THF.DIMATED.REDUCE:MOOR SPACING 13319.5 s DS a - 13 9S 6S S a - O5 6 5 4 - - - - BY MULMYINO SPACING SOMA ON SCHEDULE BY THE FOLLOOM rACFORS IS O5 7 5.314Z - - 11 a5 55 43 33 - _ RQMJ3D SPS OBfATRED USaRC FA^TW SFD4t NDr EEE 165 1H/N MOFMUM SPACDNS INDICATED EOR FOG1N AVOTJR TPL 13•-D'14 I2 _ _ _ - - _ 14 115 75 6 5 - - - 12 9 e 43 4 - - FACTOR 03 a - - - - 10 75 5 4 3 - - 73 J} 4 3 - - ACTUAL 25&5 - - - - - - 12 9 6 "45 4 - - - OS 7 5 4 - - _ - EDGE TAPCON TAPNAN RM .CHNOADVANCEO µI.1.POINT SOLID SET BLUE TAP W/CAP TAPPER t 13 95165 5 - - - - 05 73 5 , - - - - {i}FEV BLADE OR INCTAIYCE THRFJLOFDRM TECFDNOICGY 14'-0' 14 T2 - _ _ - _ _ 14 10.3 7 55 _ _ _ _ 11 65 33 43 - _ : - ED. M.SPAONG.3' Mal SPACING-3' MN.SPACING.3 1/Z taL SPACONC m Y S 3R4' 4' To-TS - - - - - 8 7 i3 15 - - - - 7 5 3.3 J - - - t V BLADE W,.,� NwNVOOCRM MWE& TOLPFD ODL7FE EaaENE a= POEN CFUEBLOM URED CO CRETEOLD &PORED CoNCRC1E oma w Cmc -5 9 - - - - - - 11 a 5S a5 - - - - 9 63 43 - - - - - WINDOW +ft EEL-.r +fl FS.3 1/7 w En.2 1/Z Ms1 F C 1/21 MIX Fb•3" 101 LC'3 1/Y ED..2 1/r 73 - - - - - - - 12 D 6 - - - - - 93 7 43 - - - - _ LO- - - e 5 - - = - BLADE WORKING 3' 0.00 to 7.0 o.B4 1.0 - - 05 9 - _ _ _ _ _ _ SS 63 4 - - _ _ _ 63 a 3 _ _ _ _ _ ODI LD - .._. - __...... _ 0.67 ID UNISON♦ 2 0,71 ost 1 - - 10 75 5 _ _ _ D'u 16'-0' e.7 - - e 14 4 - - 95 - - - - - - - 95 7 s - - - - - e a a - - - - - FLORIDA BUILDING CODE(Kon High Velocity Hurricane Zone TIL[/''n, O 2015 EASTERN NETµSUPPLY,1N(- \kV��ENS TQ/ HVTM -�-� A.S.S.A. y Accordion Shutter System a ITV.RADE#i W/OR W/O HV.VA"N RADE American Shutter Systems �,N oYsclaanON Hurt I uuMH Br HL S�ATEDF TI1LT TESTING ,k ENGINEERING COMPANY �1t7 Assoclatlon, Inc. 1 -OLD TT-192 <<1J/S51 RATE; S 13 i5 ataS NA.3(:•..Y.A•.51i.305.111;G.M11a CsHd7N5,E1D9Y14 311 / J / P.-:(305)871-1530_FOA:(SM)571-1531 4268 Westroads Drive : Q ,. OR .1'\ rm9:D L2x99o9d.- 1 IDRkh'NG No q,FSSIONA�F��°` 1aLTE6A 006719Tun P.E. West Po.m Beach. Ft 33407 ; 15-085 P.E.AYS'@AL'"JSI4NATURE/DATE FNA L`' `41sT s SHEET e 13 OF 20 C N }' Z0 N O Z w L 0 N �j N .21 - ..4. . s �m'� P o � J L® po Z 0 r � to LLQ 0.a << S m a Gp o.y J m Cv Q p O O V A,5 akd, w opm o � '11- -C to N i t� V U 1 O»»nY mN nnN VY 1»n11N»IIOt IIw. lI iI ,jY 1(I1�1It lllnl Ilnlltli 11 O �1 C�i � II.9�� p8 yynnHt»H HY Hvto'�inV�n»'aYlOnlln,nl lnlll'nl ll�II ILII IYI IIVI it�ll � y�. �Qjb7 7Fp Pcai'�Y 0003ly000 NOHNNN+NN HN NgNYNyN YnNN�nYrnNlrY In�I1fNnI IHni 1Nl l ln) l llnl i t� � p�Y o :<] $On NOy NN Nd n»tlaynN O»yn�nnNVN(»?N�»"�N`aiN+� Nr+n MYI»111101 IfNII a{ 1 ��q �.yH NOHgN NN NH mO»Nnn»ynnl.mtl»F(nfO rNN�Y�tlHN�»�N�N Y�ny+rnyV 1N�1 ZJ � $onN:HN»»nn»nn nN nn NNeiNnnmm�nnNtlmNNN(nNn�n N'1n nN.n N�N�n�n.� � �n�„ g wnnny NyNNnNH Nm nHHNaN(N0 Nn N»N=N(»HnNn NNINNHNnn OhrIN NH yNNNNNNNN � . ORONN�ggqm Nq N»NHNyq nny�H»(N»»»nnn N»nn niN(Hn On»nOn NF NNy HNN»NnNgH � J1(I 1 1 1 1 1 1 1 1 1(1 1 1 1 1 1 1 1 Odd ~ RISn nA�(n n YAN �n r'�IANI inl 1 t 1 1 lynr 11(�1�1 Inl i I I I 111111 1111 fil 1 ``a�1��``" ll���//''i ~Q @� �n n(nn�hnn to am YA»NnnY�ih�,nll Ini I l�n111011 Int I IYI(11111 nG1 l w'` ' "• J o $n n�nhn nnn nn nnn�n�nhy -1-1--01 II-1.ln�l lllnlj Yh l lhl llmll �ti:, � J Sr.n ^nnnh(nnnnn nnn h'an AA�nh^Nnoa�n'�mN��n YH'�n r�nn(�I.Innllnlll �W O;J� 'lplp $n nnn nA AA nnnnlnh nn n n'-n nn ®� �nnAnnA Ain nA nnnn�nnnnA nnAnh An nAnnn AnhAAAAaAAneiAAh�A{nnan�dn ��•. \ .f_('�j >< Rwnnnn Ann nhnhnnlnn Ani.n nnAnnn An nn nnnn nnnA nnnnnnnA A(n nn nnnn�nn �ii�' '' � N A'I I I n t j 1(1 ( 1 1 1 1 1 1 1 '1+111,11 I t , l l , 1 1 1 1 yyy��� p yt X11 q q q ( IerplNltlfp�` o_ I.��$16 a(•°w Wnv N»y1�1f Y,n';,�Y11n�) t 1n1111111�1111 I 1 111 t I 111,1 I111111�11 r. «^+^q^a�moonw'�mn�m YON q.'lY Ynn��Y 11�,�, 1 I Fy,1 1 I n 1 1 1 n 1 1 Illiddlil 1 I t 11 I �v _«n v_=�vnq 1p1pii S �« N^a«n_(^.gpoj�`��°��m mm��n�^gmnY.3.�aY»nm.Z�NIn.; YYn� '�n q•�q"�i�n�mm'�Ann « vvTv .«.��wV D V vIv V moo: (tea=��'��=�I'�€='�vga���nP����P3m S f� mogmgoltl mggmmmmotlentl 1�1 1 1 1 1 111 1 1 11 lit 111 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 6 � o(n mOm mmmmgmmgmgqgmnl lllti 11111(I1111 , 1(11111111111111 _ BC�loq p0000 mggoqmq aq qq ggq�mme OmoOOnmq moq(gl 1111 it l 111111 l l l 111 1� $....OomOmggqq000OO ggOqqe gee. mgpe miq ogogeo til 1111 111 g 15 nwPPP wPO PIP PPPW PPOWPP Waw WPOW PPPPOVIV PP Plltll111 aGS ��1I�$L�L'.1 ,Q$000000O�OOD^OOO OOODO DO VV-v v___v v v v v .«.v v v v v v v v v v v v v v v «-v �g p4_ o : o � �% sao -- o •�Y_ q "NOTES ON HV LOCKS AND CENTERMATES: SH FUR` �� 1. 'ONE FN LOCK®or®SFUAU.8E USED AT 1/2 OF S1RUrTER SPAN FOR ANY SPAN OR 12'Af].EVA1T0UTTER W LOCK or 621MF BE USED AS/yNFINSIDE OR O SPANS UDUISDE LOCK,A FOR TO TIO ANY CFNfFRM4TE5 W/(2) 1!4'D-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON ^OQ� TYPICAL SH AT10N.. LOCK6 Oft AULTO TWO KV Y BE USID AS AN UiTTOE OR OUTSIDE LOCK CONNECTION OF PMORK*NCE OR FOR SECWW PURPOSES, TO UCEN1Eft "ES®. OR V.SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOCA N OF LOCKS SHALL BE AS INUCAIED ON TYPIC&SHURFR ELEVATION. 3.OPTIION&CONDITION D ONLY WHEN-Ap CONDITION J1 OR LIM H.V.2 ML Loom LOCKING RODS ARE NOT REQUIRED AT URRiCANE POSITION,BUT MAY it r 4 S 6joo OJm14P •' BE USED IF DESIRED TO ENHANCE SHUTTER PERFO LOCIGNG RODS OR AN ALTERNATIVE DEVICE AMY ALSO BE USED AT STACKING POSITION(NON HURRICANE POSITION). 3 4.YANDAMW CONDITION f ONE HV LOCK Qr�',0 SHALL BE USED AT CORNER CENTERLIATES FOR 44Y SPAN AND 04STALLATIONS AT ANY ELEVATION.I LOCK V or®SHALL BE USED AS AN DUTSIDE OR INSIDE LOCK. A ATIACHM TO 4 CORNER CENTERNATE W/(2) 1/4 0-20 x 1/2'LONG MT HEAD SS.M.S.TWO LoCKL4G RODS .�� x3c-IAre AT TOP do BD M SHALL BE USED.LOCATION OF LOCK SIAiL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DEFERADNEO AS PER.SCHEDULES SHOWN ON SHEET 12. go ljbgxgl S. TO 49 ( B O.NE ALTERNATE HA LOCK MAY BE N UEU OF HEV LOGIC or FOR Orr SPAN AND' T � INSI TIONS AT ANY EATNON.AL ERNATE LOUC10 W.Y BE USED AS A11 SIDE OR-OUTSIDE LOCK.ATTACHMENT OF 1/4'C-2&13/4'SS.THUMBSCREW TO 0 OR CENTERMATES SHALL BE MADE W/114 C-20x3/4'ALUM. RNNUE AS SHOWN ON SECTION HVF-SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SIMIER SPAN OR TWO LOCKS AT 1/3 OF SHUTIFR SPAN. 6.1"DATORY CONDITION 03 MR KFVSTONF MOUNTING INSTALLATIONS.- STAL ATIONS. ONE IN LOCK 0 or 8 or®SWM.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ASM OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TD W.AND FOR INSTALLATIONS AT ANY ELEVATION.RV LOCKMAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO e3 or(D SYNMEIRICAL CENTERMATES W/(2)1/4=20 K 1/2'LONG FLAT HEAD S.S. SEE END M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNE:CION OR Q3. TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAIS ON D r E N I A K L Y P e A V M k 18 T�'P-1FULL " 'NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1 SEDDM CENTERMATE �.J.ONE ALTTRRRATE HV'T•LOCK Q NAY BEI ALLE•D W UEU OF EN LACKS F) AND �$FOR ANY SPAN AND �2 mm B�j•�7 a+®a l0 °' 1NSTALIAT70N AT PINY f1EVATDN.AL lE LOCK MAY BE USED AS AN INSIDE OR_OR LOCK.ATTACHMENT h� OF LOCK®INCLUDES USING REINFORCING As SHOW:R ON SECTION FNVG,SKEET S.WHICH MUST BE 10' m J�fl.�m --•- - CONNECTED To C(3N ERALATES AND n W/ 1/4'0-20 1 1/2•LONG SS THREADED BOLT W/7/8'0 x 3/32' WWNUr OR W/-1/4'o-20x1"SS.KA.5.INTO A 1/4"0x 5/8'RNNUT.LOCK MAY BE INSULPD AT MIDSPAN OR 12' •U• I m©•�7 ' a MAXMM ABS AND BELOW MIOSPAN.USE OF TWO LCCKTNG RODS 0 TOP AND EOTOM IS MANDATORY. 9 .p1m 19-�31m T •�s o(t 3�• *NOTES . N HD LOCKS & CEN RMATES: 1.No IOCK 1y/HO CENTYRMAYES(%I OR W/3a: ONE ALTERNATE HO LOCK® MAYBE USED M LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS OR p rCR ANY SPAN AND INSTALLATIONS AT ANY a"Ar".ALMINATE HD LOCK(a UAY BE USED AS AN 11190E OR OU1SID LOCK.ATTACNUEW OF HO LOCK 0 TO IS W/3(I8 x 3/8'F.H.S.S.Us,AND INCLUDES ..INSERT AS SHOWN ON SECRONS HDB-HVB AND SHEET 10.LOCK MAY BE D2MAUED AT WDSPAN OR 12•WXMUM BELOW OR ABOVE MDSPAN.USE OF LOCKING ROM @ IS COMPLEMY OPTIONAL ({ on High Velocity ffurricane ne ``��";`�♦�A. 'k' 0 2015 EASTDUH UErAL SUPPLY.INC. P� r� BERTHA HVTA1 p Accordion Shutter System . KV.RAM g1 W/CR W/o KV.WlMM WZE `.*a TICCIT TESTING k ENGINEERING COM?ANY American ShUHer Sysf®ms _I Dmew"m 047E DeM`i or. YLTILLIT 4 STATE OF E3 3 NY,, x sa. .�� f AAku a3, Association, Inc. r OLD 1 1-1s2 4f13l:5 oA a 4/Is/Is p,—,(305)871-1570.F-;(30.5)871-ts11 4268 Westroods Drive 2 DRAWING No F �C� •-mom West Polm Secch, FL 33407 3 am'''iss/ONAI E�G``�`�`` -004 a tr�.ur'a:Pr 15-085 P.E. SOV,6 3tiiI�U'RE/DATE rlcww u1.g 44/57 S SHEET 5 5 OF 20 ; . {.576• _ - 1/�'-2081/• 1�•-7D CAST // 3' . DWIM 745' _. AS' ii a. SSN.S. BHR9 PA@1:ED T=2o 02 C•ST t2 1tP-3 ±evsmc erwn y - • o • } j m DAM771 PAMIID ^! LFI tp.+A.ilL .662• _ m� � 'P�j - ... •< I� .I. � ..,}'I 3 6' LBtA15 rn2aW -�rnnOEtt ,j _ n�(onalc to«Ouf aA7cs) 1 1 2s fi I ® HV EGRESS LOCK OUAU E0 FOR E 1 &®ONLY f2 6063-76 ALLOY AND TEMPO WAUFIED FOR USE W/ HJ 6W1E t & I ONLY 3 }• USE W/HV QLWJFIED FOR USE W/ HV 6063-T6 ALLOY AND TENPER1BLADE 1Q& ONLY. BLADE tU do®ONLY. bac OAUq 63-OT6 ME ALLOY FHV NO SL E T ONLY PLASTIC HrAD 2.36'O.D 1n, 1.156• 922• 4.045' MOLDED TD SCREW r 2A7' 1.'1.'153•E .J60'AFTER RA'E71NG y 1�4"A-20 X+3/4" BEFORE40-20 IleRIYNUix X� J%, .a S.S. THUMBSCREW..• *saes 2F AUJWMM(M2 M ALLOY}lARX'rLV='llN r T,'�'__. T2• 9RET hUMM.PART 10.410.AS WAviACA1Rm BY AYOEL CIV"TDM'(1,PAMPPDm,NEV JU=Y 07M4 6R ECD.V. KAN " "�"n'1 D 0 � HV MALE "T" LOCK CENT MATE ' --- HV "T" LOCK � HV ALTERNATIVE LOCK LOCKER FOR "T" LLIFI LOCK CENTERMATE QUAED FOR USE W/HV BLADENLY � HV FEMALE "T LOCK CENTERMATE QUAUFlED FOR USE gUAUF1E0 FOR USE W/ HV QUALOED FOR USE W/HV BLADE TOONLY 6063-T6 ALLOY AND TEMT'fR QUAUf(ED FOR USE W/ W BLAOE(1]ONLY (y/HV BLADE ONLY. 8LAOE(�1 ONLY. 6063-76 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER- 1.917 191 Y ' n I },161 •TI±6N6:UPN y— 1\\JLIly-9 MMR ON 063' 063 • K-1e'LYUNOER .21 a'- . .t ie I SW < In .125 ua (� H T 0 0 C 7 E C 4 QUAUFlED FOR USE W/HV BLADE 1 k CA) QUALIFIED FOR USE W/t1V BLADE t & 6063-T6 ALLOT AND TEMPO GG''��,, HID ? *-DM 6063-T6 ALL OY AND TEMPEReSVARIES,lY MOL. QUALIFIED FOR USE W/HV BLADE 1)&l'•5r6063-T6 Ali*"AND TENPFRlt EY • N IJB'Noa. 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