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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 " T %•IoAa Orepftment! SCIS Home ; Lop In ; User Registration Hot Topics { Submit Surcharge ' Stats&Facts Publications i FBC Staff j SCIS Site Map Links Search ' Busines Professionalk product Approval Ij tJSERa PublicUser Regulation Pnntnrt Annrnv;H puna>Produrt rx A-11rAlkrn q,--tj>Atmiirnrlon List>Application Detail � x v Fl- Application l- FL369•RB A lication pp Type Revision Code Version 2014 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 breeley@easternmetal.com Authorized Signature Bill Feeley 1 rodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `/. Evaluation Report-Hardcopy.Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida Ucense PF.-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of independence 5.389 PS CCI HV ACMRDION Cl N0N1jVH7 t<If 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 1 Option D littp://wwW.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/201 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 i Ft. IMadel,Number or Name Description {389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drw 35.086 bottom)for storm protection j Limits of Use Installation Instructions 3 Approvedforuse in HVHZ:No ftas93H ft r.Ss.A:MC, d.k,v+•,j.•[1s3,1111 I Approved for use outside HVHZ:Yes Verified By:American Test Lat>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 12'-7'for 35 psf positive fU"L1 ,I/t_A' A,.F,.5 n LN,-_P.F,ttP�r#.y,Vc; ASD load and 13'-0"for 35 psf negative ASD load Ute HV3 blade w/o Created by Independent Tird Party:Yes window 0184e,5'-2'for 110 psf ASD load for HV3 blade w/o window blade 1 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 i Metal Stud wails is 79"for max.ASD pressure rating of+72,-72 and 84" t for+64,-64 PSI.See sheet 5 for others ns and ASD pressures. 9. Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ•gr" 15.085 bottom ror storm rotection iLimits of Use Installation Instructions Approved for use In HVHZ:No FL,%Cr,9,f:(i 1t A.S.S.A,INC. Dp.1dC;.,.'•..3 Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. i Impact Resistant:Yes Created by independent Third Party:Yes Design Pressure:NIA Evaluation Reports Other:Large missile level'W.Max.Span is 16'-0"for 30 p.s.f negative Ft30) Ra AF A,5,S.A_INC, P.P,8 DF WG ;F rl rZ7,pxif ASD load depending an centermates and locking rod configuration for the Created by Independent Third Party:Yes HV3 blade,8'-0'for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0"for+75,-75 p s.f.for metals stud mountings and 8'-0" for 110 p.s.f.for HV1 and HVIA}working in unison.See sheets 7,11 and 20 respectively of Installation drawings for otherspans and pressures. 1389.3 Bertha HV Accordion Shutter'-COMBO- Extruded aluminum interlocking blades retained by tracks(top and tNon•HVHZ)-Drwg 15.084 bottom)for storm Protection Limits:of Use Installation Instructions j I Approved for use in HVHZ:No Fi.,36g S( A..+3,S.a.INC. DRwG15•Q04.ndt 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 i i Other:Large missile.Max.16'-O'span at 30 p.s.f ASO load for Blade 1 rt._3gg tii9 Hr A.S.S.A.tNC. n.#i.rt nR;yc;ifi•rr9:o f {,and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively Contact Us:z 1940 North Monroe Street.Tallahassee FL 3233299 Phone;850•A07-014 The State or Florida is an AA/EEO employer.5gnvrtnat'�'Qn7�,Q,)3 State of Florida.::1 r1UA.v Statement:.Accessibility Statenutnt;:0,�,fund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,Please contact 050.487.1395,-Pursuant to Section 455.275 (1),Florida Statutes,effective.October 1,2012,licensees licensed under Chapter 455,F.S.must provide die Deportment with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F,S.,please click here. Product Approval Accepts 0 91 El M 'VcUrll vym i-r n n'k http://ww-v.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENE,, NOTES: 1.OEM H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVMUMN DOCUMENT(P.ED.)HAS ENEEN YERdflE9 FOR CUMPLMNCE OI ACCORDANCE WITH THE 2014(S(h EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER S-61U SHALL.NOT BE INSTALIID AT HCH VELOCITY HURRICANE ZONES. OEM WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED,COV-FOR A BASIC WNO SPEED RTEOUMED BY THE JURSOCTION WHERE sirtarm W3L. TABLE OF CONTENTS BE INSTALLED WITH A D IECIKINJLRY FACTOR Kd-0,85.USING ASCE 7-10 AND SHALL NOT EIMEED THE MAXIMUM(ASD.)DMGN PRESSURE RATINGS 110CATED ON SHEETS 11 THRU 15.19&20. IN ORDER TO VERIFY THE ABOVE CQNIXOCN.ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIST REDUCED TO ASD.DESIGN WIND LOADS AREA•t- W BLADES 6)6t INA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COSPARE THESE W/MAX(ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.IV&20. GENERAL NOTES SHEET 1 IN ORDER 10 VFR,FY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TEM.WERE NOT 04P MESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS 297E USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 MLALYSM HOWEVER.AMA DURATION FACTOR C0-1.60 WAS USED TDR VERIFKATKN OF FASTENERS IN WOOD. SISTER COMPONENTS 21-37 SHEET 3 BERTHA HM ACCORDION STAER SYSTEM'S ADEQUACY FOR WIND AND WAGE 14SME IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE MRN SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REFORM HUTYPICAL SHUTTER ASSEMBLY 38-44 SHEEP 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -KV BLADE 0 10214.01-03.10715.01-M.11004.01-05•/1214,01-05.10317.02-06./0609.01-t0 AND 10210.01-11 AS PER TAS-2201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1686 AREA - HV BLADE n AND W WINDOW BLADF(A AND E-1895 STANDARDS(IASSILE LEVEL D.WIND ZONES 1.2&3)&11220.01-10 AS PER TAS 20t.203&203 PROTOCOLS LARGE WSSIE. ,(WHERE APPLICABLE) -HV%MOW BLADE 9 10505.01-06 AS PER ASTM E-1866 AND E-1996(MISSILE LEVER.Q WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND/0725.01-118 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DERMIS A-F.CONCRETE/BLOCK SHEET 6 2.WSLAM 0 AND W WINDOW BLADE 9 ARE EN=EERED To WORK IN UNISON wRH EACH OTHER UNDER THE GENERAL LAKTAnass AND Common of USE INDICATED ON SHEET T9 INSTALLATION DETAIS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.Y.ACCORDION PNS(NV SCFRW9).USED AT 611i1IfS KNUCKLE AND FOR DRECT MOUNT CONNECTION TO TRACKS SHALL BE 114»275 AND 114x1.75'RLSPE'CTN X1,410-HT MINIMUM SERIES CENTERMATE DETAILS 11V SHEET 8 STAINLESS-STEEL SCRNWS W0H 135.0 AEd YI1D STRENGTH AW 180 MSR TENSILE STREIGM.PNS SHALL BE COATED WITH BERTHA HY OAXiOSHIFID CCADND SYSTEM AS MANUFACTURED BY APPROVED CEliERW1Tc ALTERNATING DETAILS HJ SFftET 9 COATING APPLICATORS.REGISTERED WITH AYSWM SHUTTER SYSTEMS ASSI)MATRCN.PNS MUST BEAR THE HV MARKING ON THEIR HEM. 4.ALL ALUMINIUM EXTRUSIONS 9MSL BE AWUMMUN1 ASSOCIATION ALLOY AND TEMPER AS 00CNTED ON SHEETS.2 AND 3.MINIMUM YIELD STREINGTH FOR 6063-75 ALLOY is 30.0 bi AID 35,7 W FOR EDD CONNECTION DETAILS 1-6.OJNCRETe/stom SHEET 10 6OOS-T5 ALLOY. MAICMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 A'S SERBS OR CORROSION RESISIANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W MIL YIELD STRDNCTH AND 9D Tai AM TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 113 AND SHALL COMPLY W/FUNBOA BUILDING CODE SECTION 2411.32.4. ANCHOR SCHEDULE--CONCRETE&BLOCK SHEET 14 6.DOLTS TO BE ASTM A-307 GALYANBEO STEEL,OR MSI 304 OR 316 SETS STAINLESS STEEL WITH 35 Ami&MIUM YIELD STREHGRL ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FCYLGAmo 91EE15 FOR ANCHOR SPEanCQKAS w BLADE(D 12.13.14,15 AND 20 INSTALLATION DETAILS N-R.WOOD SHEET 16 HV BLARE O' &Q WOF7RN2 IN UNISON:12,13&15 INSTALLATION DETAILS S-X WDW SHEET 17 B.THIS EXRTHA KV.ACCORDION SHUTTER SYSTEM DEARS A US.PATER 16979,582 COMPONENTS OF THIS APPROVAL ARE CME REO.N WHDLE OR IN PART BY U.S.PATENT 1S'458,179 ISSUED TO 1AMERN END CONNECTION DETA'LS 7-12&X WOOD SHEET 18 UE-,X SUPPLY.INC. 9.B SHALL BE T[RESPONSRBIRY OF THE CONTRACTOR To Y6GFY THE SOUNDNESS OF THE SIRUCNRE%WRE SHUTTER TS TO BE ATTACHED TO IN'SUM PROPER ANCHORACE CONTRACTOR To SEAL/CAULK AREA 3, W WINDOW BLADE ha ONLY ALL SHUTTER COMPONENT EDGES WKKCH REMAIN.THRU FASTENING,IN CONHhWUS CONTACT WON THE BUDDING TO PREVENT WIND/P,AIN INRLRSION. TWM11 SHUTTER FLEVAMN SHEET 19 TO.EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARATNG NOTE TURING PERIODS OF HURRICANE WATHINGS HOME OWNER•TENANT.OR OTHER%MUST PROPERLY CLOSE ALL HV AND HO d CENIE AIE3 ALA ENGAGE OR LOCK ALL HM AND NO LOCKS. AREA 4: W WINDOW BLADE in ONLY 11.$MUTTER MWUFACRURFRS LABEL SHALL BE LOCATED CH A READILY VISIBLE LOCATOR AT ACCORDION SHUTTER IN ACCORDANCE Will SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE TASEL S'NALL BE INSTALLATION MAILS.METAL STUD WAIS SHEET 20 PLACED FCR EVERY OPENING,LADEM3 TO COMPLY WTIH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12 SEZ"N.Y.ACCORDION SHUTTER SYSTEM'S INSTALIATION 901.COMPLY WIN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONNG REGULATIONS PROVIDED BY THE•JURISDICTION WHERE PERMIT IS AR'LED To. 13,(m)THIS PFA.PREPARED BY TINS ETMEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SRE El mnC PMUzm.'.a VACRE THE SITE CONDITIONS DENTE FROM DRE P.EO. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTMl7.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THS PRODUCT.BASED ON THIS PED.,PROYDm HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS QUALM ON THIS DOCUMERT.CONSIRUCTYJN SAFETY AT WE IS THE CaRRACTQWS RESI'MMUTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (.)THIS P.ED.WILL B£CONSIDERED MAID B ALTERED Of ANY MEAS (d)SITE SPEG•E'IC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGO.'ETR OR ARCHITECT WHICH MLL BECOME THE ENGINEER OF RECORD(E. FOR FOR THE PRDJECT AND WND WLL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,A.C7IA3 AS A DELEGATED ENG09E R TO TIL£P.E.D.ENGIhMER SIAL SUBMIT TD DOS LAT.iER THE SITE SPECIFIC ORAININ GS FOR REVIEW. (e]ORDINAL P.ED,SHALL.BEAR THE DATE AND OF4 JOL SFAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER or RECORD THAT PREPARED R. m FLORIDA BUILDING CME(Hon High Velocity Hurricane Zone �.P��E A. O zols EASTERN METAL SUPPLY.INET BERTHA HVT, o L E C O t N�. ■ ■ ■ ■ Accordion Shutter System I S A Ku aaoE SII w/OR w/0 Itv YANXN esoE American ShutterC.,�JNems �•7•'• 13E5m7ION OAIT DNi4AH BY: eu_. i'E ,14•a TttLJT TESTING&ENGINEERING COMPANY Association. Inc. I OLD 11-192 4/13 IS 1X2-A.1131,!. 'O. OF, sas,ILL 3M BE s 305."CRA walls 1Loaa s31 / % @�I eye.` Pr- :(30 MI-1530,1.:(305)871-1631 4268 Westroods Drive 2 '�,��IS+''• t,� � Eu�� West Polm Beach, F`L 33407 3 DRAWING No SNA L EN�; d� TTN TER ldU7T'�.PL 4 15=085 hHlt L LULL FUDROA UE 1 441G7 5 P.E. SEALfSL W(VlJRE/DATE 6 SHEET 1 OF 20 _t d'.raR piOLY tl.9A0[ $� , VARIES 4 54 �Tr. •cP c aa � 4.37t 5' 1 a 7" III 1449" �' HV SOLID 9LA .3 5 NV 9U'�tsa STARTER 3�HV UNIVERSAL FLOATER COVERED UNDER U5 PATENT>I 5458179 owuh D FOR USE W/HV BLADE ) �4 HV BLADE 1 HV WINDOW BLADE■ 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-76 ALLOY AND TEMPER 'SEE UIRTATIONS OF USE OF BLADEQN SHEET 19 BLADE 1) 6063-75 ALLOY AND TEMPER ® 1 6063-T6 ALLOY AND TEMPER .12A' c 2:670'1 670' 2.2226' 7' "I - !r• 0 415' aoz cT HV ADJ ADAPT R_WfLIP � 12 3 137,5- °'O" ('�)NV WALK—OVER TRACK 4zo F 6HY ADJ. FLOOR TRACBLADE 1Q OUALIFIED FOR USE.W/HV @)14V TRENCH TRACK �- 6063-16 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W/ITV W/w6063-T6'ALLOY DO TEMPER BLADE QONLY. 5'.� HV RAINGUARD BLADE(1) 0063-T6 ALLOY AND TEMPER OUALJFIED FOR U$E W/HV 6093-TG ALLOY A1701ENPCR vAE6 '1.436' BLADE[11 VARIES 1.936' 6063-T6 ALLOY D TEMPER Mao CL 1.917' g� •{ -�.083� O&j• `" .�3' MAX .._......._. - .100" 67 :093' t• �_ 7711 12.' �• + 670 7Q. 35 0• -�c'. E0._............ 3,5 �? 4d!• �) 1 t HV CEILING HEADER IiV HEADER�SIL7(t� HD CEILING HEADE ! � Q E i ONLY, QUALIFIED D063-T6 aLLOY AtvD iEM�PER"ONLY QUALIFIED FOR USE W/ HV BLADE TC} 1 HD WALL HEADER/slIL SEE SECTIONS FOR VALID SEF. SECTIONS FOR VAIJI QUALIFIED OR FUSE W/Lry 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLAD_ ONLY. 6063-TG ALLOY ANO TEMPER } COMPONENT A G TL 12 % Y L kMNY M21! t 2' S' 1f6' T/G' 3• j 3" [0.090' @2' 5'MAX10.192' 0.192' 1 SIDE ANGLES —` ® 2R CORNER POSTS OUALIflEO FOR USE W/EIV ALUMINUM ANGLES 2.5• r 1AAX.10.196• 0.1,50- UALIFIED FOR USE W/HY B ADE�i QUA!IEiED f0�USF. Y11 NV BLADE 1 6063-T6 ALLOY AND TEMPER 8WE111 ONLY. } 6063-T6 ALL Y ANO TEMPER 2' S'MAX•'!0.139• 0,131' 5063-T5 ALLOY AND TEMPER I FLORDA BUILDING CODE(Non High Velocity Hurricane Zone Tit"jj`��. 0 2015 EASTERN METAL SVPPI.Y,INC. BERTHA HV M .�'P`•L�ENSF '9 A■S.��A� Accordion Shutter System 1 3EC O 1 N c. H.V.BLADE g1 W/OR W/o H.V,WINM RAW �r= American Shutter SystemsQLscevlroN wrz auax Lre x �/.�.r. '`•T^+ = TILL7T TESTING& ENGINEERING COMPANY STATE OF rw 6:S!NN.3m4.s2.Sx 3M V=Ah CA811M nww u, ABaealoHon, Inc. m. , 2.D t 1-192 tots/is oue x113/15 Pa :(3w}btc-u3o.r.:{3 6i1-15 1 4263 Weskroods Drve 2 DRAWING No wwe a West Palm Beach, FL 33107 a 15-085 NA1.4' WAOM A MLR Jr.PX_ a P.E. S7�XE�G16+1R11'�RE/DATE man Lk r ut97 6 SHEET 2 Of 20 4,576• 1 P-20x7/' 1/�•-2D WT 745' -i�331• NEC 7MdFADm RYJ=DWa 1��•-p 3• ,�q5• I 9.S" WED PANILD c6'iMO, GST Com' {2 TIP.) IY,A6D1('EN"LL .662- '. � C 1 1.32• l .376• 7•' •4 '"+''r La wM(Of"< (moo auC RA,m) 21 HV CENTERMATE d a. ` !`-fi ® HV EGRESS LOCK OUALIFIED 6063-T6 ALLOY AND TCMPER & IQ ONLY FOR USE W/ LTJ BlAOE 1 & 1 ONLY ° 3• I - QUALIFlE 1 OR USE W/HV QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER BLAD£(1 & ONLY. BLADE D&®OYLY_ P. FOR USE W/KV BLADEUI ONLY OD' 10 4• 6063-T6 ALLOT AND TEMPER PUSSMOLDED TO 4 /5, SC TO R kaar �._ aT60•AFTCR RrVEONG , y O`' 1/4"_-20 x+3/4' 114 20'GRIVNl1T• S.S. THUMBSCREW L *S[rJM 94u ALM M(2M4-T3 AICY)LARiE TIKE TIVI —r 7DEr BVfWd.FAAr/0620.AS MA"FACWROD BY A4Da. ---2'7-p--•4 � DOW TEMIX POMPPOrc.NOw aOMY 07654 OR COtuL "�'� iR(*4 O.EVATW HV MALE "T" LOCK CENTERMATE ! ''�� -- HV 'T' LOCK HV ALTERNATIVE LOCK � LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/kiV BLADE HV FEMALE "T" LOCK CENTERMATE QuauFlm FOR USE W liv QUAIIFlED FOR USE W/ W BLADE 1OONLY 6(163-76 ALLOY AND TEMPER QUALIFTED FOR USE W/W BLADE ONLY W/HV BLADE 0 ONLY. BOUAUIFIED FOR USE I AD'c�7-`j ONLY./ 6663-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER- ,str � 5.167 063' :,I' - i�--�1f:[��• MNCER OR .214• .003 AG2•-• KEY cY 214• mR" �n .Sem I 'I� ado l^• ,1 0.11 una .405 s O HO CEMRMATE W1 NO LOCKING RO HD CENTERUM OUAL1FdED FOR USE W/HV BLADE 1 & A OUALIFl£D FOR USE Al HV BLADE 1 &ViA 6D63-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD N. rS � ( gim..a __R vAfDEs,u•N7Y. OUALIFl:D FOR USE W/ HV BLADE 1 &l'_7 c- " - 'r .Ai,i°uu �ars2�•.-le .7.130• 6063-16 ALLOY AND 1EMPER { �t1RJM01lR� (S E D(TAi51 J f D° — OR?= }7T l�.__. �'� LOCKING RO� 1/ve ® H - L.375 0 D LOCK QUAuno rOR USE W/HV BLADE(�1 � e �\ 1 1 d-20 AISI 304 9Y REGENT HARDWARE MOROSE LOCX5 SERIES 2333 KOOX DOLT LOCK 6063-16 ALLOY AND TEMPER t'J HV 3/8 d-16 ACETAL S." QUALIFIED FOR USE W/W BLADE T & A Q &K INSTALLATION WILL REQUIRE 0.7jlb'HOLE S SERIES S.S. THUMBSCREWS LI.£D AT TRACKS FOR PROPER EMBEDMENT QUALIFIED L rr BlAOE('1 QUALIFIED FOR USE w/ tN BLADED FLORIDA BUILDING CODE(Non High velocity Hurricane Zona 02015 EASTERN METAL SUPPLY,ENt ��cEHSE'.9 BERTHA HVTW( A A Accordion Shutter System ' 1 L E S S C O L N C. ■ ■ ■ ■ H.V.RADE#1 W/OR W/O KV.WNMN liAOE 5 American Shutter Systems xv. , DEscwq*„ DATE I M%W Or; ul "l E�UT' •r+++ TIWT TESTING& ENGINEERING COMPANY A330CLOtLOnr Inc. t OLD 11-192 6/13/15 OAR: 4JI3/15 cis w.s1 sem.ts.71 1b vera (21%)5 num a71F - .� '••........•. ` F6wa:(scs)a7l-753D.Fa:g(3D5J871-fast t Pal Y.'B Beach, Drive 2 DRAWING No 261-WOOD6r19 com West Palm Beach, FL 334D7 15-085 '/'Y'2rprluOl�AvL15`L`` WALTER A TCLI -P.E. 4 P.E. SEAL/SIGNATURE/DATE FLoenA LJc •4767 a SHE3Er OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/e' HV 41HV Q1 12•YIN. CE 4I I TO GLADEP 625' .. O HV BLADE 1 •7815-L"4,� •- .c ® HV BLADE 1A I i t 7RJ/1:NDOW RUDE .OG25' 'rc+rcr:-x DG23 .OG25' Ij 3ADE5 t0- 3 ® HV LONG RECESSED NYLON BUSHING , a KNUCKLE �0 •OGS HV SHORT RECESSED tMON BUSHINGHV W(LON HAT WASHER OOR Q� ••�4@HV WHEEL CARRIAGE NSI 302-303 SERIES I J n4y9- 4 : ? � 440.870x3/16'THICK NYLON WHEEL. I J =- ev' 2 7/9•NHt0.1889 NSI 302 SERIES S.S. RA ETS 5HV 1 3/4'ACCORDION PIN W/ @8 HEAD EXTERIORU1oat s 7/rS 7N 2 3/4-ACCORDION PIN W/JB HEAP * -J 4 I �4T,+'p "`I4 la•"^ '� '7 ® POLYCARBONATE IMPACT RESISTANT HV WINDOW j , I 'I �G I TYPICAL HV WINDOW BLADE 1a AND j j Ili_....I 3® T POLYCARBONATE HV WINDOW 1)k7A1L ® OOR+� VEOWREMENTS) or ® TE FOR ! (DOR® i I *POLYCARBONATE IMPACT RESISTANT HY�YR7D0'N BAYER MAKROLON 3163 PDLYCARDONATE I, J 7$•M.CUEP RESINS, LN-STABILIZED GRADE OR SABIC * x To 7RSDE INNOVATIVE PLASTIC LEXAN 103 RESIN ! I 0 0R J (SEE NOTE '� ON SHEET 19). • J (1) HV PIN 4@ SHALL ALWAYS BE USED AT ALL EXTERIOR ® a BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ OR POLYCARBONATE SOURCES FOR i 1 EXTERIOR HV BLACE. TYPICAL SHUTTER ASSEMBLY N".S HI PIN©O4(�c, AT 6ODOCC •••iw!® a (2) HV PIN 0' MAY BE USED 1N LIEU OF @ ANO ONLY AT t Extc- at �++ EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEA! W/ HV(D 00.724• i. BLADE'S KNUCKLE. 15aae (SEE NOTE•FOR sD¢nc tasu:+e ma u»i a611 M•' Gnu ro/++ BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7. Da . Q REOUIREMENTS) MST18NfA1 �- N I I iD:'J:S MF3➢913JI.M ASTM L8Y YA�O Pat 9 P3. t I I NF161PJV..SfNF+4"RI A 1kID AMUDTA +2366 P+1 +146D P.a1 (3) HV PIN(DOR @ w/ 1/2' O.D. 1/16" THICK S.S. WASHER- O y ,J1 ;�� rnjm.WL„ AS,M 6ro6 ,,,AW Pat ,,,=Pe1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET i NTp®coo ATM ca76 +6 n-.1 n n-7a! © � � 7� .,ALT maaa.m T,aD. WHEEL CARRIAGE DETAIL °0 °"� 1=°"" 02; °a'6 M"K ,T„ ASSEMBLY LAYOUT 7yuE w cuPaa ti++6305 o-+aur o-+CtAw R.Y. Sur IHflu1 N111 DIM I m T oeo T 3 mamma Am baa 1T1RL 61NOTN rink A2+1 616 P711t P+1 66M Ds/. {7] HV_BLADE -SOLID �& HV WINDOW BLADE DETAILS »� �ra ""°� �" °"OpaL FLOR10A BUILDING Ca),E(Non High Velocity Hurricane Zone 2015 EASTERN PETAL SUPPLY,INC. TM L10EN ,.: .,.... A■S■�■A■ BERTHA ter S IL ECO 1,Nr. Accordion Shutter System = 4i - H.Y.RALE#1 W/OR W/O H.V.MtMM� '- a4 , : American Shutter Systems �WMM DATE WN t7Y: U TILUT TES TING&ENGINEERING COMPANY Al90Ctofton, Inc. + 7X.o 77-792 3/13(15 IWB '1:73 15 O' ATE OF A M5 NW.zew n.a4 X%vlMu GaDfm5•nOMA 737 / Prxle (305)821-7.70.Fm,+(305)87+-153+ b268 Westroads OriVO x ..ORIDP •:Q���a� ,-mt 04rooea DRAWING WD West Palm Beach, FL 33407 5 15-085 .�,,ef'/••.......••�xz`� [0-00]8719 4 ONAL 0%A WALTER w YUJI a.P.0 PEr� / noww L><1.41676&Ca SH 4 OF 20 ' « 'NOTES ON HV LOCKS AND CENTERMATES: 1.MANDATORY CONDITION JI:ONE EI✓LOCK of SFWl.SE USED PTO10 1/2 DF'STiU1TER SPAN FOR ANY SPAN DR OR 12'ABP/E OR B�«)L2.A BE USED AS AN INSIDE OR UOUTSIDE LOCK,ATTACHEI „�T ANY OR 12 oN.Hv LOCK Q� Q.7 CENTERMATES W/(2 1 4'0-20 x 1/2'LONG FIAT HEAD S.&LLS.LOCATION OF LOOK SHALL e£AS INDICATED ON O«O« TYPICAL SHUTTER AnON. 2. ff DESIRED,FOR BETTER PERFORMANCE OR FOR SECURRY PURPOSES,UP TO TWO HV �« 1 OTIC BE ASM INDICATED USED AN INSIDE OUTSWE LICK.CONNECTION OF LOCKS TO CENTERMATES LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. p- 3.OFTIONAL CONDITION CONDITION at OR LIM II �y 42 IS USED WRNV H.V.u Sh LOCKING RODS 0 ARE NDT REQUIRED AT,(1URR(CANE POSITION,BUT MAY < i�6f`aR;i1!—/6i 1�• ,,,§”'® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS p�OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACIONG POSITION (NON HURRICANE POSITION). Lo.FN LACI SHALL.BE USED AT CORNER CENTERMATES FOR ANY SPAN d AND RATALLADONS AT NOY TION.HV LOCKg or®SHALL BE USED AS AN OUTSIDE DR INSIDE TACK, ATTACHED To®CORNER CFNTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.MS.Two LOCKING RODS $ AT TOP&BO M SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. .•. •ONE ALTERNATE HV LOCI MAY 8E IN UEU OF 11V LOCI or FOR ANY SPAN AND E~ 69AIY� INST i10NS AT tSNY FLEVAT1OtL AL ERNATE LOpC lWY BE USzD AS AN SiOE OR OUTSIDE LOCK.ATTACHMENT + T2� OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR CENTERMATES SHALL BE UAbE W/1/4'0-20x3/4'ALUM. RNNUT AS SHOAW ON SECTION HVE SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SIAMER SPAN OR TWO C1••_Y5 rf �_ LOCKS AT 1/3 OF SHUTTER SPAN. ` •• I B,MANDANIVY CONDRNNa NSrAlAm m ONE HV LOCK 0 tr 0 or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'A90VE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 1 i TO 967,AND FOR INSTAL ATTONS AT ANY ELEVATION.HV LOCK!�'y or or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 a @ SYMMETRICAL CENTERMAIES'w/(2) 1/4=20 x 1/2'LONG FIAT NERD SS. SEE END ... MS.LOCA710N OF LACK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATON. USE OF LOCKING RODS 0 W/ CONNECTION ' t OR a TOP MN0 BOTTOM S COMPLETELY MANDATORY. DETYALS ON D r E Y 1 J x L Y P 0 A Y M Y 181F74 " HacNr. *NOTES ON HV "T" LOCKS AND CENTERMATES: CF CORNER RMATE 1' CENTER? ONE ALTERNATE FTY T LOCK 6G NAY BE IMLF.D IN LIEU OF HV LOCKS 0 ORkS FOR ANY SPAN AND I STAL1/1nON AT ANY ELEVATION.AL 1E LOCK Giq 1MY BE USED AS Ml INSIDE OR OR LOCK ATTACHMENT IIJJ �LJJ OF LOCK®INCLUDES USING REINFORCING LOCKETF�19,AS SHOWN ON SECTION M.SHEET 9,WHICH MUST BE �J+ j w .�"}3 m�1�]+jt w •----• CONNECTED TO CETtiFRMATIS 0 AN9 W/ 1/4'0-20 1 1/2'LONG&S.THREADED BOLT W/7/8'0 x 3/32' WINGNIR'OR W/1/4'm-20x1' .SAN 5.INTO A 1/4bx 5/8'RMiUT.LOCK WY BE INSTALLED AT MIDSPAN OR 12' �6 + n©•O+ a MAIOMUM A lOV.-AND BELOW MIDSPAN.USE OF TWO LOCMG RODS TOP AND EOTOM IS MMOATORY. 15- 0.,D,,,0a. 9•@_,�+�a(i3•� xNOTES QN HD LO do C_ T g�gTES: � lDfy(W�/HD CFtfiEFYATFS JI ORS W/W ONE ALTERNATE b LOCK Q MAYBE 115ED IN UEU OF PICAL M HV BLADE SHUTTER ELEVATION W LOCKS OR Q FOR ANY SPAN AND INSTALLATIONS AT ANY 0"ADGN.ALTERNATE NO LOCK®MAY BE USED N.T.S. A5 F RESIDE O=s%LOCK.ATrAcwENT of HD LOCK ro IS W/3 is x 3/a'F.H.SS.115.,AND INCLUDES RFJNfDRCEMENT AS SHOWN ON SECTIONS NDB AND SHFFT 1D.LOCK MAY BE INSTALLED AT MTOSPAN OR 12'MAMMUM SUOW OR ABOVE UMSPAN.USE OF LOCI=ROOS @ S COMPLETELY oprooL_ L on Agh Velocity Hurricone ne aaAAa�y„P, 7. Ci+2015 EASTDBN UETAL SUPPLY,INC. ' BERTHA HVTM _ �IL E C O T►N�. A.S.S.A. Accordion Shutter System A / l � tLv aaoE#,W/CR w/o KV.WiNTXAN BIAIJE 7TLLIT TESTING k ENGINEERING COMPANY American Shutter Systems aStAyTIpN OAre DwM+at ML . fl STATEOF Association, Inc. , OLD 11-192 4jR/75 DAL a/1a�Ts ••2` E3 N,r,xa.a.s w3,YVR,3:A commis.Rosa 331 {268 Wes(roods Drive x �"•. fll :(335yen-1510,Foc:(aas)3Y1-1ST, DRAWING Na West Palm Beach, FL 33407 3 .­a:-O�a« 15—085 �'GSS�ONALE�GaC` �u1T©aO70un'a:PE .� ��Y41 LaA noRm Uc.14!167 5 SHEET P.E. 3FA�/1310;15E/DATE 6 5 OF 20 POUREDONCAE(E ANCHORS POURED CONCRETE SEE�� ATE rr" HEEP 13SCHEDULE REWIRED ON OR CONCRETE BCS CONCRETE/Jla1OR5 =NEAc3//4'S•SS. REWIRED REOUIR CONCRETE ANCHORS 7YOI.MRNOoON SIFA.Y 1) t 7isj OLE ON NllJ15/0.120 Q.C. {SEE SCHEDULE ON SHEET 13} 1 I' -- 4 fi 4MACHINE /44-SS.{ _ EWS "-20 1RJi52• ___ .2. -- __0 -- + ' 250' It U.. ". I - Ym. IOPiTG'NLPTIONAL - I T OR I�jOuw.sEauurcnv To cusstIll.5'J7RARON Ta CLASSGLASS-tomsCHEIAE ON SHEET 1l)--�f`(SEE SCHEDULE ON SHEET 11 -.. 111 HV WALL HEADER INSTALLATION NV WALL HEADER INSTB tAL TION 1• KEYSTONE t I 1@I,sEPARARWj TO GLASS ~ '+`E•"' AOR I I 1 d�TR1CJ—tsg SCHEDULE 0'4 W•*cT I1) 1 ' u ` UUI.SEPARATION TO MASS o �-'11 FOR L40E'9AO"'- (SEE$a1EDULE ON SHEET 11) O 9 19 I IAAt6Qle Q+9 W M [7c6TtN0 / �opinom GLASS--i r 1/4'Naz. E• ___ •• „N� 1 I OPIM14AL �:l i E Ex. /2' EO f - ,.____ •• 6'4 I__� ._- __ � 7/a•4-20.3/C SS. N"I' I I . --- L-EO-CEO- F`4LLIPS TRU55 HFAO 1/4'0-2021/x'SS,PH1WP5 DICFaNE SCREWS USING __....... CONCRETE AYC1Qi5 TRUSS HEAD MACUNE SCREWS ^...-_ ANCHORS / 7•_• 1/4'-2D NUTS O 12'O.C. (SEE SCHEDULE ON W/1/0-20 NUTS 0 12.O.C. POURED CONCRETE (SEE SCHEDULE ON SHEET 13) len. POURED CONCRETE SHEET 13) OR CONCRETE BLOCK /......_ OR CONCRETE BLOCS WALL R.c01ARFD / tC,O.'dCRETE ANCHORS RECiURED I 0 Pc+�o wf�TEJ SCHEDULE CH �F HV WALL SILL INSTALLATION SHEET 14) OR CONCRETE BLOCK WALL REQUIRED EO HV WALL SILL__INSTAUATION 'ow-Top WBMIKM ` r"""" INSTALLATION DETAILS W/ 1-SEE SKEET 4 fat Mr-AL 9ARTERa 6 ONTOR O,u CE DWANCE •SEE 11RRAR0NS OF USE /�\ J`' 22- VOUN10iG SECTIONS CAR BE COMONED (sm sPEancATIONs W7 SHEET 13) BLJJ'E©ON SHEET 19 LIJ H Y B LA D E 4R ANYWAY TO SUR ANY DRSiAL1Al10N. NuuNR, FLONDA BUILDING CODE Hon Nigh Velocity Hurricane Zone "0.�� ®201'EASTURIM NETAL SUPPLY,INC. BERTHA HVTM : /17,-MEM-7o , �. A.S.S.A. Accordion Shutter System * _ Fly.aonE iqt w/OR w/o Kv txwov arm American Shutter Systems O=ftRIaN DATE DPA%%m> NA. OF TII.LIT TESTING & ENGINEERING COMPANY �••, :Q a:as oLW.1aa�,SL.s�1t7.eR044 woos,nvRDA.Mlv Assl3eiatian, Inc. 1 0(D 11-192 1/11/75 WE- 4/)3/1S wa•:(505)S71-ISM.Fa.:(scs)s71-ISTI 4268 Westroods Ddvc 2 O(RAWING No �FSS,......• �[?\A`� • ©-0006aom�ca West Palm Beach, FL 33407 s 15-085 'i,ZONA n tql'`` WALTER A TTIwr,u.PF- 4 P.E. SEA!J «NATURE/DALE Rb:OA I c e 44167 5 SHEET 6 6 OF 20 POURED r....'-'---_ _.y .....�.. CONCRETE �SCREMAE ON SHEET u) - I m a (scc Wwwns1 OR ♦ oosnNc t � �°a 1 CYcaRR_ro �cE -;1BI LT (� t sAse «s�T,a , Mi\ICI81.E Comm j GSASS :1 i A.TE CH OCA ION I r O.A45 i I i i 010x3/4'HEX WASHER HEAD 11 13 OR 15 ; 3/4 F/aL TOc SCREWS O 12'O.C. DOE OF 1 3/B CONCRETE ANCHORS 1 ..(7�..:_--- (SEE SCHEDULE ON SHEET 13) ( £ �'•:�/• v EDGE Or EX15T1NG 1 EDCi Of 11' APPLICASLAB BLE i 51/8 OF: I /� 7/T t E'CGE OF m nPPUr�a E o: r APPUG➢IE POURED + -) Fur v.&,t CONCRETE ANCHORS -t t nm�c m ♦ POUM W... . al RETE ) D H�nUr n CONCRETECSE saw EE aN s+ E(ta) He-xn 1a rw 1. OR CONCRETE FEAT HEAD Ht(cttE7E ANCHORS MA=Cla� REQUIRED o.' a =c"ro°E 01 SHVEr 44) I1 .TREN.CH INSTALLATION vAUO ONLY FOR UP TO+70.-75 PW AS.D. f F� HV fL00R INSTALLATION t OO HV WALK—OVER INSTALLATION DESIGN LIRE RATING&FOR SPANS PER V Q SCHEOU(E®3, SHEET it CONCRETE ANCHORS oasra: ,-i . (SM SMIMULE ' taas SHEET 1S) t/4'O'nw riaRx upom R/ 1 — �� a EIOSrING•-'i ' t ES%'it'iG _, NHN[FD rawagf81 Q EA57tNC ; IEO*XXOif OR 1/419 FORKS SDNWiM 10 015! /1 al/u�—'1 a Pxswm TAP OE111C1Qir W/ CLASS ? GV55 -�,�aomA.,w aea*F1) t -"'._.V urc vnnauF ra t a/i•u [m�dw0 R G' unX. -'�RFL saaau a 11) 0.G nR w TO C-tl•�Aa 10 I I I i•Eu.Dors WANS W=TIM H Sfi(R 0 EVWt tuOT (nPa(ME ND2 it ON 11 L 1/2• "' ----� at 'E ;rl1 w/sRER roan • «.r:<.sAExc--te-, TEX SCREWS Lux. 014x3/4' NIX FHFID�� i S' TEX SCREWS O 9'O.C. - /� 16x3/4'SA.S. -„ i 1 1/ice -' yi �-^l9HG t/4'h4D NYtS OR 1/4'0-20 S.S.Ns OaHCEE1E ACNous gp 6 7J 3 0 9'o.G 111 Um" I 0 1a Oc W/NUT V 9*O.C. 1 r(SEE SCNE'OUIE ON .T 1 1 / 1 ,j `r' WSUN^+1R1`I SI RR t SJF.EI'14) 7 OR 18 1 'F 2 00�NIN.:a 7bLLi TILL 11 OK 17 � 1/Z' 1' 17 1® � r � ' , eu. scE) IUDCorAmE ', EDGEOr ,{ SLAB IFJiiwS/4 F.H.SDS 9 8' 1 7/0' APFUCQU CONCRETE ANCHORS <NOTE 13(b) POURED 1;O:K'RE[E (SEE scirm E ON ON SHEET 1POL+'233 CONCRETE" NOTE 73(b) CR CONCRETE DLDCR SHEET 14) ON S4�cr 1 OR tED OR CONCREtE StOOK PCRETK HV WALL FLOOR INSTALLATION REOUIrEED K ECMO G�INSTAIIATION OPOCNAL CaE..RET Q ()L' Hy WALL 1Y9bK=.4yER INsJ�IJ. N N,A„SHUTITr VAN V-w QUA Q I S TIO }NOTE- THIS N01E FOR cGuirg om OF SrC170NC: R[YWA�YC WiTiE�H PERFC4INED <E D.a EDGE DISTANCE ADJACENT TO AN OPEPAMI EXIT 4 SEE(ryffAnON$OE USE FOR 1-SEE SHEET 4 FOR 11PrAL SHOVER (SEE SPEMFICgROKS o<)E1(EET,3> OR ENTRANCE. BLlDE tyu�A DN SHEET_ INSTALLATION DETAILS Wr/ J) HV BLADE kllnmaI1N MY w NY ro Sar IM IMNS C"STAILO "M FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015.EISTERN METAL SuPPLY,INC. THA HVTM S S A Accordion Shutter System TiL!E C O N c. ■ ■ ■ ■ KV.RXX#1 W/ars w/o KV.WWW RAIX Arnerican Shutter Syslems IEV.W OmOzw eal "TE aCAMN.W-1 YE TIWT TESTING&ENGINEERING COMPANY o:. ATE DE dES NAE b s.. m vmcsx Com.n x 133, Assaciotion, Inc. 1 1x9 11-192 4/13/15 WE 4/13/15 xS)sn-7s30.Fay:(SD3)Dn-1s31 4265 WestroadS Drive 2 ( DRAWING Na �fi'•. L�}� �s c-x b b7 emoaaH West Palm Beach, FL 33407 3 �';Fc �v EN DOOfi:19 4 15-085 r/air s�DNALti to��` vMTER A.RUR Jr.P.E. FLOWA 4e./44107 5 SHEET P.E. S rt SIGNA�fURE/DATE 6 7 OF 20 SEE END WALL 10 & Is SUwaifs ON LoamG RODS®,IN LOCKS Q d Q OUT 1N EwsnNG GLASS INSTALLATIONS W f 1 HV * AMME SLACKND XrMWC IN IDG:®ON WM BLADE W HV CENTERMATES ��«���o OR SEE END WALL CONNECT10N 10•®"'©'�'+'©'�°" DUSIING CLASS DETAILS ON S _ m --------------------- --------- t 2 Au 8 m 9-@-@- 5 3 1/4 2 G,/z' r (WS, /40 ^ OPPOSING ANGLE w/tetvs•�ru�xt ,/z- a�?•® SYMMETRYCAL ata,aa?TO I CENTERMATES l,a�/a•$us.o,z C€N RMATES Raw.strAFa,row _� Wf HV LOCK or EDULE i (m) i oc rULL$-U. 012' W/ HV LOCK i1� or 5 (SEE ON s4m-T 11) 1 ®�p.p�.�a,D•per J ' C� HVB OUT a HVC ,o•®�©•�°®•©°' HVA EastirG GRASS -aOWO cawcaETE OR y�, CONCRETE woo WALL 10'�°R©'�tJ_®o.�— i harm GLASSG "®��•®�®-®°"` 5 MMET._ RiCAL IN �'0'�°��`�'�w �----- -__._. - i F SSPARA 8 -t�W®•©�i •(�5-j\.G�' _O CENTE M S r ©•®w�.®�®.®" (AEE S-CK nE 5 I Ong WR) To PARA Ort.s # W HV 0 6 pwtENcrt) ®'®°09.®v l®•�5 oV SHEET It) To Gess � ��• — ON SHEET I I OUTGON o 76.O.G # O a — ---- ---- - a # 3 VARIES F0 U-- 1 1/2"MAX.SLACK OL1T (WERM) HVE CC3� HVD HVF** FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone "J"11111111111111 J"1111111111yg1 ®2015 E&STERN METAL SUPA.Y.INC. ``�����gAE7!(�/T✓,���i BERTHA HVTM ` N Accordion Shutter System 1L ECO ilNCA S S A KV. MAX#1 W/OR w/0 KV.WNDDN RAM Y/ American Shutter S'stems xsexnnwMD7RAVANG u a Iki _ TIWT TESTING& ENGINEERING COMPANY e: SUTE OF e555 xW. R m " tom`u, Association, Inc. i wo 1,-1924/13/15 �- aiti,t pm;(DD5)at,_,•�D,rQ,;( r_T53t 4268 Westroods Drive z No %�Or !`LORI©P,.G��.` .--I:w1—O9 t°"' West Palm Beach, FL 33307 � Ssl.......�a XXUM A.ED-purr oE. —085 (�, Ng", E%;DATE Lk-!M1e2 5 I T P_E. 7'�t t , E% DATE D OF 20 RED CONCRETE OR POURED CONCRETE POURED CONCRETE U:RED CONCR-E COUNCRETE BLOCK WALL OR CONCRETE OR�C ALU REOViFED �..RETE OR CONCR LT REOUIFEU / REIXRRED CLOCK WALL REOUDWD E%5n4G GLASS EXISTING CLASS CONCRETE ANCRO ——[-.._-S - 2'MW E'x5nNG CLASS O 16'O.C. EXISTWC GV6S t �JJ/ 2•E6N. Tp(LASS(SFE 17 MN.LASS(SEE SG,iAAE CN S$T TTO�SM i IM ASS(SEE E F Eo m TO CLASS(3E tt FOR BfOE mAre sa-a tE ON SEEP ; TO QASS(SFE SCHMULE ON S11E 1/16-x3-MM ON SHEET 19 FOR 11 FOR O� SOEDLCE ON SHEET 11 R]7 esDE®AID (6061-T6)CONE. BAD6mL 0 ON SECT 19 FOR 1/2' 10N SHEET 18 � Vnr- ON SHM 10 FOR ALUM.CLOSER (LOG1T(SID 1 6LAOFsO+�@ aA'rs((LOCALE I." RtATaF'0)Lt U.-M R QA lJ I/7,•MR,, OF4& I +USE 1.OR 2-MAX i 1,0x1/z•SM.s,_. !10x7/2•sA1S. I _-- Ql5 APPUCAB:Ej+z'�i/8•rO'-x• I ----- O LE !a 16.O.C. _---_ 4 \ (6m-T&AALLUL .LoT)ATUM CUP Atio EKiIr (1) 2•S.LLs.TOQh 4 \ (z)1//44•'m0 TnvcoNs AIKIRORs TO rj SEE DEUUL X FOWALL At 1.O.C.(LOCATE AT SIDE CON ON(13' EITHER SIDE OF(!)) OR Or 1 OR �E DETAIL dF t OR ro TTucxs _®�©O-6 ®a SEE oEON x _ EIDE CONNECTION x 11DN -6.7-e 1O.®a TO 7-8-s 1O.®e. 0 0-0.0-0.©n To TRACKS 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL 10 END CONNECTION DETAIL 02 0 A TRIINIRED OF>;Y FOR SPANS CRFJNTIA THAN 12'-0• POURED CONCRETE OA A---- �1T1$ 6CLASSCON{RETE OLOCK WALLE#S'IR1C 4 4 RECU7RED —.-- ---------WL SEiARARON !1 1/2•S.TO CASE(•.EL O,6• .C.- MSL 5EPARq N Y / a —.-_ �J�^�'�II Filwt ellrAw Ca, 1/2'IAN. SD D4E ON s�EE! D! - - �OROR OT SIM 19 FO2 ANCHOR O I I FOR MAX HAND . -----Oe 0 ,2•D.C. rmi�m19 FV -- - °R 1�p -0 016" Ep 8 OR(DOR T NlN. 4 SEE UMOAT.ONS Cf USE FORSLAGE©ON SHEET 19 0OR®OR(qOR@OR(g VIEW 1 OR (fr PLAN L POURED ° u 0R ��®a©OQ ©®® DEAIL TION rE REOD �O O�0-O O�- V B DE 0 HV WINDOW BLADE INTO ®'®'®'®"�'©" CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL END CONNECTION DETAIL© ®�®®ap FLONA BUILDING CODE Non High Velocity Hurricane Zone � 0 zols EASTERN METAL SUPPLY,we. - �? �cErus ���_ A S S A WE ter y 7 7SAccordion Shutter System 7L77EC70 bac. IM BLADE#1 W1 CR W/O RV WHIM RAM 71LLTT TESTING 8 ENGINEERING COMPANY Amedcan Shutter Systems elxcaAmN DATE m>AxN�, ML STATE OF Q M55 Hb.5 '$1.M..3m,,mow"'MEN �y, Assoclatton, Inc. T OLD 11-192 4/13/15 DATE a/13/Is Pw.:(305)871-1uc.w:(�os)9T,-Is3T 4268 Westroods Drivp x DRA'B,NG No West Palm Beach, FL 33407 1 15-085 10NALWALTER XUTJr.PX-fWRrA SH s P.E SCI}' AT(t1RE/DATE 4 10 OF 20 SCHEDULE #1 SCHEDULE &2 SCHEDULE D MAXIMUM SHUTTER SPAN* "L+'OR 'L MAXIMUM SHUTTER SPM!* 'L+' IMUM SHUTTER SPAN*'L+' (ft.).FOR INSTALLATIONS W/ OR 'L (ft.)FOR R 'L-' (ft..) INSTALLATIONS RNS'(ALATICFI LEGEND'L+' - NOTES: &0 or or INSTALLATIONS W/ CONCRETE& SNOOD (1)L+:LWDMUM ALLOWABLE SPAN FOR A GIVEN W/ONE H.V.LOCK or®or or & W/ONE HV LOCKS MANSORY POSIRYE A.S.D.DESIGN PRESSURE RATING. HO LOCK ®W/ NO LOCKING RODS Dr ONE HV LOCK or or L-;MAX ALLOWABLE SPAN FOR A Ghe^ti NEGATIVE CENTERLtATES & W/ONE HV W/NO LOCK! G RODS ® OR W/NO LOCKING WALL A, B, C. 0. E. M, N,O,P. 0, A.S.D.DESIGN PRESSURE RATING. ® ODS MOUNTING F. K&L R. S.&V. LOCK®%V/1W0 LOCKING RODS®TOP & (SET NOTES Y.tt) (VALID FOR MM-1rtNc Q (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES SHEET 7) FLOOR/CEIING C. H. I, 11,J T. U.W &X WALL MOUfniNGS(N IDMOM)OR FLOCR/CEIUNG: OWICRETE t1 WOOD INFrALATIONS 0 CONCA4NE&WOOD CONCRETE MOUNTING & M 45A vmL ac^t EL90I W ASa I WALLAIIOfS GIVEN A PQ$(NE AS.D.DESIGN PRESSURE RATING, ro WNL MOI t .)G FLOOR/COLING ttul MatNtwc Fl,oOP/COLLYc yglNfalG DET MND MAXIMUM SPAN 'L.4'FROM SCHEDULE MOONING pR GIVEN A NECATNE AS.D.DESIGN PRESSURE RATING, 0 OOeN�) (•a�7 figOR/ct•:71+r•NOtLN'I6 (.�o'`sR 7 FLOG ia.NaAtravc DETERMINE WYMM SPAN 7 FROM SCHEDULE. L4 W L-pJ i+(NJ t-YQ l 4 (W •t-IW L 4(9) L-(W 6 MAIOMUM SHUTTER SPAN"L+OR 1-'FOR 35 l 30 OR tfi'-0- IW-0• 16•-8" 30 I6'_D14'-10• 3_ 16'-0• 30 1W-C, 16'-0' INSTALLATIONS INTO WOOD SNALL BE UMM TO FINAL MAXIMUM ALLOWABLE SPAN E EQUAL 14 TN{E 35_ 14'-t0• ta'-io' 15'-Y 16'-0' i•-to- 5 15'-2' 16'-10 IDS EBF.AS.D.OFSRi PRESSURE RATING. DETERMINED SPAN BETWEEN L4 anID 40 13'-10' 1Y-10' 14'-2• IV2w 40 IV-10• IS-ID' 40 14'-2' 15•-:r 1 (3)PROCEDURE TO DETERMINE MWMUM SPAN FOR 45 tY-1- Is-1, f3'-4' 14'-3' 45 13'-1' 73'-1' 45 13'-4• 14'-3' t FIV CORNER CENTFRWTE/3 WY BE USED AT ALL COMBINAMNS IN BETWEEN WALL MOUNnNGS 50 12'-5' 12'-5' 12'-6• 13'-7' 50 12'-5' 12'-5" 3o_ 12'-3' _7S.LO _3'-t' MOUNTING INSTALLATIONS. SPEOFICAMONS W/FLOOR/CEILING MOUNTINGS: .. 55 - - '-1' 12'-11' _ 55 11'-10• IV-1v 55 It'-1'- It'-,1" SHALL BE AS INDICATED ON M4NMTORY COND!TiO`1 j2 FOR A GIA N POSITIVE AS.D.DESIGN PRESSURE IV-4' IV-4• 11'-Y 1 - 60 17'-4' it'-4' 60 f0'-2•. 70•_71' NOTE is.SHEET S. RATING: DErER65 10'-10' 10•-10" 11-1• 11'-11 65 10'-10' 10•-10' 65 9'-5' ID'-1' L,+-MiAE.• 70 to'-6' t0'-6' 1G'-9' ti•-5' 70 _10'^6' tD'-6' 70 8'-9' 9-4' U+,MAX.SPAN FOR WALT. CEILI NG INSTALLATIONS. Ls+�MAX.SPAN FOR FLOORJCOLtNG MOUtnING 75 l0'-1' 10'-1' 10'-4• I1•-1' 75 10'-t' 10'-i"-� 73 - V-9' 'f 1DICEPi THAT LJh@dUM SLTJi1FR SPAN 1+'OR INSTALLATIONS. 80 G'-ID' W-10' 10'-0' 10'-9' 80 V-10• 9'-10• 'L--'AND MkVMl1A ASD.DESNG PRE8h1ES RATING FOR FOR A GNEN NEGATIVE AS.D.DESIGN PRESSURE 85 9'-6' 9•-6" 9'-9' 10'-5' 65 9'-6• 9'-6' 16'MLIATIONS INTO CONCRETE OR ATE BLOCK RATING:f0'-1' 90 9'-3• 9'-]•� SHALL BE UW ED AS FOLLOWS: - CETEPJBNE: 95 0•-0' 8'-B' 9'-2' 0'-70' 95 9'-0' d'-G' 1- CONNECTIONS TO KEYSTONE MOUNTING L-.MAX.SPAN FOR WALL MOUE MNG INSTALLATIONS. LIMITED TO -64.-72 p.a.f.AND 8'-D'SPAN, SEE 1.2->MAX.SPAN FOR RDOR/CO+LINO MOUNTING 100 8'-9' 8'-4" 9•-0' 9-7i00 B'-9' - 8'-4' MOUNTING Q ON SHEET 7. INSTALLATIONS. 105. d' 9•-4' 110 8'-4•.._,_7-7' 8°-7* 9'-£ 770 8'-4•_.. 7•_7. FlNAL W10MUM ALLOWABLE SPAN IS EOUAL TO THE 115 6•-r 7'-3' 0'-4• W-TI" ;_18 a':.2= r-3' SEPARATION TO GLASS SCHEDULE 7mGt MuM BETWEEN '+'.121,'.ti=tAND i2-' 120B'-0' W-if' 6'-2' 8'-9' 120 6•-0" 6•-11' (4) WA TO ANCHOR D RMATU WITH FINAL MAXIMUM 725 Y-70' G-8" G'-0' 8'-5' 725 T-10' 6'-e' ALLOWABLE SPAN AND NEC4TfT A.S.O.DESIGN 130 7'-8' 6'-s' 7'-70' 8'-1' 130 T-e• G'-5• WIND ZONE MINIMUM PR RATING TO D17ERUINE MAXIMUM ANCHOR 135 7-7' 6'-2' 7-9' 7'-9' 135 7'-Y 6•-2 SEPARATION 140 7'-5' S' -"-tt' - :-7 7'-6' 140 r -n -5' 5 ' ASTM E-1996 _ 145 7'-3' 5'-9' 7'-5' _T-3' 145 r-3" s'=e' TO GLASS 150 7•-2• V-7' T-4" 7'-0' 150 7-2' 5^Y 155 T-0' - T-2" 6'-9' 155 7•-0' W:r 1 THRU 3 1" 160 6'-1T S-2' T-1' 6'-T 16D 6'-11• 5'-2' 165 W-10• V-1- 7--0' G'-4' 165 5'-10• 170 G'-9' 4'-11• 6'-1f' 6". 170 V-9• 175 6-7, 175 6'-7• _{-9•- J) H V B LA D E 180 V-6' �'-B' V 6"-8' $'-10' 180 6'-6' 157- 6'-5" 4'-6' 6•-7' S•-5" las 6'75• V-6' 190 6'-4• 4'-5• 6'-8' S'-6" 190 � 6•-4• 4•-5' 195 -6•_]•'...._4'-3' _5-S' S•-5' 195 6'-3' 4'-3' 240 6'-2' 4'-2' V-4' 5'-3' 200 6'-2' 4•-2' 205 6'-1' 1 4'-)• 6' 5-1" 205 W-r 4'-1' FLORIDA BUDDING CODE(NOn High Velocity Hurricane Zone `\\\\\\1t111i11t111/ NINA B 2015 EASTERN METAL.SUPPLY.INC. 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I4 12 10 9 d 0 6 0 14 12 10 9 e 6 6 0 14 12 10 9 a 8 6 '14 11 12 l0 9 0 6 6 4 t{ 12 /0 9 d B 6 43 14 12 t0 0 D e ♦ 3,5 A2)krAMUU EMBEDMENT OF 1/4'0 x 3/4'ALL POO SC D SET AA12HM 9VLL It 7/e'INTO THE POUTED OUNCiEM NO FStMWW 14 12 10 9 0 8 6 43 14 12 10 9 8 0 6 53 14 12 10 0 6 6 6 4.0 INTO STUCC3 SEMI BE PEOfi7ED.1/4'0-20 S.S UKMNE SCREW USED SHALL BE 1 1/2'LONG NIHMULM SHOULD STUCCO Ex ST,ASO 14 12 10 a 73 5S 33 - l4 12 10 Die a 6 5 74 I2 70 9 6 7 33 7 4 •56 ttY�44b6 a U5G Poe 1'UNUUU FOR WALLS WITH N O S JCCO. /4 12 10 9 6 d 6 6 14 12 10 9 6 8 6 55 14 12 10 9 6 8 6 4.S SAx of 9�.7 ID V-0- /4 tt 10 9 6 7 4 - 14 t2 to D e 6J 5 M 14 f2 I9 a 8=, 5 33 3 A,3)N CASE NEW PREOLST STONE.PRECAST CONCRETE PAtiE15,PAVERS OR ANY VENEER BE FOUND ON THE°..705DNG tYALL OR f1.00R 11 12 10 9 3 73 43 - 14 12 10 9 0 a 8 IS 14 12 10 9 d 6 43 ]S ANCHORS SHALL BE LONG 04OUGH TO REACH Tlt£MAN STRUCTURE EECNO SAA WALL FINISHES.ANCHJRWX SHALL BE AS INDtCA,TED ON 14 12 99 7.5163 43 - - 14 12 10 0 5 74 53 { 14 12 10 9 6 6 43 33 NOTES AI)a A2)AWVE.FOR UbTNLATIONS ONNAUM SONG OR EIFS WITH OR WITHOUT METAL SrUOS CONSULT IVIS EMOK03L FOR is 12 10 9 0 6 0 - 14 1Z 10 D e a 6 J N 12 10 9 a 83Ih5RAl1ATICIN 1Nf0 FJFS WITH PETAL STUDS SCE SItiF.T 20. 6'_p• _.____.� .ry._.__W _ 14 t2 10 9 73 55 3 - 14 12 10 65 1 U-4 3 14 12 a a5 5J 4 J - 14 tx to e e 6 - - 4 12 I 9 a 83 s 75 14 12 10 65 e 5 4 - (a) TO DxsnNG CONCRETE Tu0m.(AsTu C-9O) 14 12 s as ss s - 14 12 10 9 a 03 43 35 14 12 10 a 7 s Ss 3 -1/4'9 TAPCON OR TAPCON WITH AMANCED.TWZ Oros+TEDVIOLM ANC140M AS NALNUFACTURED BY I.T.W.GUADOL u 12 10 9 e e - - I 12 Lo 9 a 7 s 4 14 IZ 1D 9 73 s3 4 3 -7/4'r x.3/4'ALL PDMS SOLID-SET ANCHORS,AS GaTRONED BY ALL Po9rrs SCREW.BOLT a SPEC ITY ooWSANY. 7-0' 14 12 10 6 03 4 - - 14 12 9 73 B 43 JS-14 104 7 ILS 45 35 - _ -V4'9 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORZA FASTE10IS DIRECT,NC. 14 1210 63 7 4 - - 14 12 10 9 73 53 4 - l4 12 4 7 75 4-1 - -1/4'0 TAPPER+ANCNOM AS MgArACTURM BY POWERS FASRIERS,INC..AND OwRSUTED BY ALL POWAs sCREW,am&sPECALTY 14 fl 7 S.0 43 - - 14 12 9 73 33 4. - IS 12 9 7 6 45 J COMPANY OR ANY OTFS?APPROVED LICENSED ORAURIORIZO VENDOR RE=ERED WITH THEAMEAACN SHUTTER SYSTENS ASSOCfAAON,N0. 14 12 10 B 6 &5 - - 14 12 f0 9 6 6 4 - I4 12 10 8 63 5 J5 - Nolm 14 12 R 7 SS 3 - - 14 12 a 5A S3 4 3 - 1S D5 6 3 { 3 &1)MI1tA1l7M EIIED TH fF DF CONCRETE BLOCS OF RS IS ,GLEE TAP Wf CM A'iGF]!G AND TN'PEta/LILIDR$1$1 T/4'ANO. TMC6N fi 12 113'73 . - - - 14 12 03 0 13 J - - 14 12 8 . 63 4 - - 1ftT11 ADVANCED 7}RFADEDRM TFLTTNW.DDY ANC(ORS 5 V. 13 93 6S 6 J - - 14 12 LO 0 83 0 - 1{ 12 0 63 0 4 W-c' I4 12 10 9 5 - - - 14 12 f0 9 73 4.5 - - 14 12 e3 7 5.5 4 - - 02)MONLAUM EUBEDMEHT OF 1/4-0 x 3/4'ALL POINTS SOUO-SET ANCHORS SHALL BE D4tRE1Y 0/090ED DRO THE CONCRETE%=K ND 14 13 73 6 4 - - - ti 11 7 33 3 33 - - 1t E 5.5 43&5 - - - EMBEDMENT INTO STUCCO SHALL BE PEAIRTED.1/4'6-20 S.S.MACHINE SLEW USED W44LL BE 1 1/2'LONG MINIMUM SIDUD Slucco .___. _ ,.. _.._,__..__ FJOSL AND 1'MINIYW FOR WALLS YOR1 NO ST.'000. 1t 12.65 7 63 1 - 14 0.Y 7 SS 6 43 - il3 85 53 1 - 14 12 9 7 6 43 - - N 11 7 &S 43 36 - 10'-O' 14 12 10 9 73 - __ - 74 1I 10 e'63 3 - - 74 12 6 6 S 4 - - GS)N dL:E THAT PREGL,'T SION�PRECAST LYIh'CRETE PANEtS,PAYERS OR AlY VEX[ER F019N0 W THE E765TUiC WALL OR ROOIL 14 103 7 5 33 - - - 13 6315-1 3 4 S - - 10 75 J 4 3 - - - ANdiOS$IVL7.DE LONG ENOWH TO RFACI THE MOAN STRUCTURE OOIND SAID WALL SWSHM ANCHOP-E SM BE AS INCY.ATED ON 14 11 75 55 - - 14 1ISt 9 6 J 4 - 2.5931 6 S 4 4 - NG7FS Ai)&8.2J ABO{' FOR NSTAW ATI NS ON VINYL.SONO OR EFS WITH DR WIOiOUT METAL MOS CONSULT TT6S ENGINEER. OS d J - 11 72 8 BJ 53 4 - U iG 63 5 t 3 TLP{97SLl1ATi0N INTO En MANN METAL STLAS SFE SFEET 29. 14 1] IZ - - - - - 11 12 9 7 6 43 - - N 703 7 53 45 33 - - ?3'0 0 - 12 8 6 4.5 4 3 9 7 4.5 35 3. (C) MC4CRS SHALL BE PISTALIED FOLLOWING ALL OF THE REDOUNENDATICNS AND SPECIFICATIONS OF THE ANCE?R'S MANUFA.^NRER, N 14 103 7 &S 43 - - - 11.5185 53 45 75 - - - 13 7 43 - - 14 is 73 a s - - 12 9 e 4.5 4 _ _ _ (D) SCE SCHEDLRE BELOW FOR EDGE OSTANCE(ED.)VERSUS SPADING REIATONSISP FOR ASCIiORS 12'-0' li i2 t2 - - - - - 14 12 6 ne 55 - - - 13 10 65 5 4 - - - EDGE DISTANCE VERSUS SMCINO SCHEDULE FOR ANCHORS• 11 5 53 4 33 - - a 6 4 3 - - - - NA2IMUM ARCiOR SPACINGS ARE VALID FOR EDGE VIStANCCS INDICATED Ba.DW.FOR E 0.LESS THAN THE OMWWW.REDUCE ANOiOR SPACNG 13519.5 6 - 13 95 fiS 4 TTY MULTIPL`.'DIC SPAC%0 SHAWN ON SCHEDULE Ur THE FOLLD'A'NG FACTORS 9 6-51- _ _ _ _ - 14 193 7 J3 43 - - i1 65 53 43 33 - _ _ 1,`EDU.'LO SPS OBfNNEO INSOIC FA'TOR SHALL NOT BE LESS 1NAS UUWM SPACING INDICATED FOR EACH M01011 N'E t4 12 - - - - - - 14 ns 73 o 5 - - - 12 9 6 45 4 - - FACTOR - - 10 T3 5 4 3 - - - 73 53 4 3 - - - ACTUAL. 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