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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Pagel of 2 T o � Y t r�• 0 ''.m3" @':. � 3 ��I#��.+�Y� �I � {Ai b2 ��4+. i fll(j �r GJ3e$fTt2Cit Bc15 Home i Login user Registration Hot TOPICS ! Submit Surcharge t Stats&Facts ? Publications t FOC Staff ! aCIS Site Man I Links ' Search ! Busines Professi,nal aProduticUser yal USHp:Public User Regulation P—tour Anaroval+t.•mt>Nadutt nr Anrdltation S,•rrrh>Ananranair i lot>Application petal) ., FL# FL389-R8 AppllcationType 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 bfeeley@casternmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordlan 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..Ttllit,Jr.P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Jahn W.Knezevich,PE J' Validation Checklist-Hardcopy Received Certificate of independence ELM VH74 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 b Option D littp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHI-12vJvx5... 7/16/2015 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 of Products FL#— 114odol,Number or Name Description I 389.1 BerthaHVAccordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and j (Non-HVHZ)-Drw 15-086 bottom)for storm protection 1 Limits of Use Installation Instructions ` 1 Approved for use In HVHZ:No Fl,3&) R8 11 A.S.5 A.INC I1RY G-tS-oEzfi.ncft ! Approved for use outside HVHZ:Yes Verined 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 12'-7'for 35 psf positive 1`1.389 RS AF A.S.S.A.INC, P,F R. f1R4'X:t 5-0Sr.,d ASD load and 13'-0'for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes 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 unlson:Max.span for HV3 blade w/o window blade for installations into Metal Stud walls Is 79"for max.ASD pressure rating of+72,-72 and 84' { is+64,-64 psf.SeesheetS for others arts and ASD pressures. .2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and i Non-HVH2�-Dnv9 1S-08S bottom)for storm protection i Limits of Use Installation Instructions {Approved for use In HVHZ:No FL389 Re It A.%S.A.INC. DRWG.15.085.pdf j 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 1 Design Pressure:N/A Evaluation Reports Other:Large missile level-D`.Max.Span Is 16'-0"for 30 p.s.f negative Ft.3S9.R8 5Ea.S,S.A.INC. P.ti-F. DR;frG.1 ac)f,:;.riy_yit 1 ASD load depending on centermates and locking rad 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 I mountings 7'-0"for+7S,-75 p.s.f.for metals stud mountings and 8'-0' ; for 110 p.s.f,for HVS and HV1A working in unison.See sheets 7,11 and i 20 respectively of Installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and Non-HVHZ)-Dr1v 15.084 bottom)for storm protection Limps of Use Installation Instructions Approved for use In HVHZ:No F1369 RB It t,5.5,A.INC. ORW('15.084.nnf Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc. j Impact Resistant:Yes Created by Independent Third Party:Yes f Design Pressure:N/A Evaluation Reports f y Other:Large missile.Max.16'-O'span at-30 p.s.f ASD load for Blade I F1.:394 RO Ac A.S.S.A.INC, n,r,R. URV/G.I S- 54. f and 18'-0'far Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes ;respectively ; Contact Us::1940 Notlir Monroe Street.Tallahassee FL 37399 Ph-1 850-467-104 The State of Florida Is an AA/EEO CmplOyef.Sopyrialit 2007.2017 Stale of Florida.::Privacy Statement::Accessibility Smtement;;gnefund 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 mad to this entity,Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850,487.1195.'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 emalts 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 Accopts: ® iCiEci -%eC UTIIV.\I i-i it it'\ http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/201.5 GENERAL MOTES: I.EERTFU H,V.ACWRO(ON SHUnFR SYSTEM SHOWN 04 IiN6 PRODUCT 1=TKIN DOGIAFPR(P.EOJ IUS BEEN VERIFIED FOR COMPLIANCE DI ACCORDANCE VAIN THE 2014(5th EDITION)OF THE FLOR IDA 8UOL00XN CODE TNS ACCORd3N SMTRER SYSTEM SifALL NOT BE INSTALLED AT NiGM YEDCIiY 141tRRH/diE ZONES. OEM WIND LOADS SHALL BE C£TERIA`ED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REOURED BY SHE JURISDICTION WHERE STUTTER WILL. TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIO"A RY FACTOR Kd.025,USING ASS 7-10 AND SHx1j.NOT DTC®THE MAXDUN(TESD.)DESIGN PRSSIIRE(WINGS INDICATED ON SHEETS 11 THRU 15,10&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETFRMINm PER ASCE 7-10 SHRILL BE FIRST REDUCED TO ASD.LESION WIND WAS AREA A- HV BLADES(1)dC BY MULTIPLYING THEM Of Me IN ORDFRTO COMPARE THESE WI MAIL(ASD)DESIGN PRESSURE PA'nMC:S INDICATED ON SHEETS 11 THRU 15,19&20. GENERAL NOTES SHEET 1 IN ORDER 70 VFRVY THAT COMPONENTS AND ANCHORS ON TMS P.E.D.AS TESTED,WERE NOT OVER STRESSED,A 33 9 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS AZ USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR C0-1.60 WAS USED FOR VERIFICATION OF FASTENEIM GN WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION S UT ER SYSTEMS ADEOWLY FOR WDC]AND URGE MISSILE IMPACT LOAD HAS REIN VERIFIED IN ACCORDMCE WITH SECTION 1608.1.2 OF THE ABOVE MFNRONID CCOE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEIMY 38-44 SY,EIET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -NY BLADE 0 10214.01-03.10775.01-03.11004.01-05,11214.01-05$0317.02-06.10609.01-10 AND 10210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1856 AREA HV BADn AND FIV VAN OQ W BLADE hAl AND E-1995 STANDARDS(MISSILE LEVEL.0.WIND ZONES 1,2&3)&/1220.01-10 AS PER TAS 201.203&200 PROTOCOLS LARGE 19550E INHERE APPLICABL£) -EN NZtDOW BLADE 9 10305.01-as AS PER ASN E-1886 AND E-1996(MLSSU LEVEL,0,WIND ZONES 1,2 3)BASIC PROTECTION ONLY AND/072501-88 AS PER TAS 202 PROTOCOL TYPICAL.SHvnER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION MAAS A-F,CONCRETE/BLOCK SHEET 6 2.NN BLAVE0 AND W WNDOW BLADE ® ARE ENGINEERE)TD WORK IN UKISO"MRH EACH OTHER LINDFR THE GEJNERA.UUTATNONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CDNCREIE/BLOCK SHEET 7 3.BERTHA H.Y.ACCORDION PIS(3N SMRM).USED AT BIAADF5 KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHUL BE 114.275'AND 114.1.75'R'FSPECINELY,410-HT ML\WUM SMES CETNIEMMTE DErALS W SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 tat NEED STRENM AND 180 W 70MLE STRENGTH.P•h'S SHALL BE COATED WITH BERTHA W OALROSHIELD COATING SYSTEM AS MMNUrACRURED'BY APPROVED C04TERLPATE ALTERNATING DETAILS HV SHEET a COATING APPUCNIM,REOMMIED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARNONG ON THEIR HEAD. 4.ALL ALUMINUM OCR USIONS SHALL BE MAWATM ASSOCIATION ALLOY AND TEMPER AS Ih=ATED ONSHEET.2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY Is 30.0 I.M AND 35.7 W FOR END CONNECTION DETAILS i-6,CDN RME/6LOCK SHEET' IO 6OGS-T5 ALLEY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE..&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS SIM 304 OR 316 A51 SUMS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 1sT MDL YIELD STRENGTH AND 90 ko MRL TTNSRE STRENGTH. 1 ANCHOR SCHEDULE-CONCRETE&BLACK SLEET 13 AND SHALL COMPLY W/F10PoDA BUILDING DE SECTION 2411.337. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 S.DOLTS TO BE ASN A-307 GALVANIZED STIL OR ASI 3G4 OR 316 SERB STAINLESS STEEL WITH 35 W MIM"YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET IS 7.SEE THE FOUDWINC SHEETS FOR ANCHOR SPEanCA7gNs,HV BLADE(D 12.33.14,15 AND 20 INSTALLATION DETAILS U-R.WOOD SHEET 16 MY BLADE(D&Q WORKING IN UNISON. 12,13&15 INSTALLATION DETAILS S-X,WOW SHEET 17 EL THIS BERTHA HK ACCCRMON SHUTTER SYSTEM IFAS A U.S.PATENT 16'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO FASTENN END CONNECTION CETAIS 7-12&X:WOOD SHEET 18 METAL SUPPLY,INC. ' 9.IT SIVJL THE THE RESPON9ry&UOF The CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHADIER t9 TO BE ATTACHED 70 INS1ftE PROPER AVCIHDTU6E CONTRACTOR TO SEAL/CAULK4REA 3• FIV WINDOW BLADE (Fid ONLY ALL SHUTTER OOMM04 EDGES WHICH REMAIN,THRU FASTELURO IN CONTINVOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, I TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNIT MUST BEM PERMANENT LABEL IN CE A VISIBLE PLAWITH WARNING NOTE: PERS Of PEROF HURMCWE WARNINGS HOME OWNER,TENANOLTS,,OR 07NMINS PROPERLY CLOSE ALL HV AND HD CQAEIaWTa AND ENGAGE OR LOCK ALL HV AND NO LOCKS. AREA 4. FIV WINDOW B ARF(n ONLY 11.SHUTTER MANUFACTURER'S.LABEL SHALL BE Loch=CH A READILY VISIBLE LOCATDN AT ACCORDION SHUTTER W ACCORCAxE WITH SECTION 171 DA.3 LIF FLORIDA BUDDING CODE ORE LASM SWILL BE INSTALLATION D-RALIS,METAL STUD WALLS SHEET 20 PLACED FCR EVERY DPENNG.LABELING m COMPLY WIN SM1,CT7ON 1710.&2 OF THE FLORIDA BUILDING CODE 12.OVUM N.Y.ACCORDION SHUTE7R SMWS INSTALLATION SHAED L'C04PLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUDDING AND ZONING REGUAINONS PROVIDED BY THE rURw6-RDX 141IME PEAW IS AF41LM To. -M(I)THIS P.E.D.PREPARED BY THS ENIGDNEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SIE SPECITC PROJECT.La WHERE INE SUE CONDITONNS DEVIATE FROM THE P.C.D. (C)CONTRACTOR TO OF RESPONSIBLE FOR THE SELECTION,PURCHASE AVD INSTALA77ON HCLU IVIG LIFE SAFEETYY OF TNS PRODUCT,BASED ON THILS RED..PROVVE)HE/SNIE D06 NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO IE TCONDITIONS DETAILED ON THUS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE caRESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.ED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY IEXIM (d)SITE SPF.CRFlC PROJECTS SHALL 8E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHOECT WHICH MILL.0=- UE ME ENGINEER OF RECORD(E.O.R)FOR THE PROJECT AND WHO W111.BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGOIIR OF RECORD,ACHNO AS A DELEGATED ENGINEER TO THE PX D.DNGN MER SHALL SUBMIT TO TMS LATTER THE SITE SPECIFIC DRAWOK.S FOR REVIEW. (e)ORGHAL P.E.D.904L BAR THE DATE AND 0057 AL SEAL AND SC NATURE OF THE PROFESMM L ENGINEER OF RECORD THAT PREPARED R. n7 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone '00, 1:t A.j/ Vi.,� ®2015 TYSTER N METAL SUPPLY,INC. 41CFi ' 'lam BERTHA HVTM TEL A.S.S.A. Accordion Shutter System A TRV.DADE#1 Wj OR W10 FLK WlWN BADE 1TLLIT TESTING& ENGINEERING COMPANY Amerfean Shufter Systems Cv,N, DEScmrnon GATE OMR474 DY; MA. mow'•. ww N.Y.3wV-S.3M WM AA 09MOM 110M ROA 331 AssoclaftOn. Inc. 1 OLD 11-192 4/13/75 OAR- 4/13/1!. @p - c PNwm:(305)871-1530-Fa.:{3Is)171-1531 4266 Westrocds Drive z "' .•' '` -11;47-0.d- West Palm Beach, F7 33407 3 DRAWING No �J4r SNA L E ;.A` WALTER AL DiiNly.P.E. , 15-085 P.E. SEAIN%ft 11UREjDA7E �tO`L�1 44167 5 SHEET 6 1 Of 20 � 3Y 2R Ir�00d Oa0[® • �'.`-�' 1x481' �o� 1s1a' e74 y 4 �'r• �Ca• g � � � t,zo0 -I C 4257' 4.999' HV SOLID BLADE 37HV 5 9(r j1$0' STARTER COVERED UNDER US PATENT# 5458179 3�HV UNIVERSAL ER - , QUALIFIEDFlQUALIFIEDSLADE( D FOR USE W/ NV BLADE tQ ®NSLQIRECT MOUNT Hv BLADE T IgA HV WINDOW BLADES 6005-15 ALLAY AND TEMPER QUALIFIED FOR UklS}E W Hv 6063-T6 ALLOY AND fEMPER 'SEE Ll!/RATIONS OF USE OF BLADE®ON SHEET 19 1 6063-i6 ALLOY AND TEMPER t2� 6063-T6 ALLOY AND TEMPER 3?&• ,5�yt (TrPJ 7 9 .670• .556' .994 1' 670" J Yl6' - 72 I 842 I` ' r /�• ��� •r' 215 A92' HV ADJ, ADAPtEg W�UP ` 3 O 3.2 fi' - 0,07j: ti7E9-i$R-N i•Ijr••i f9 0 1.375' ' �HV WALK—OVER TRACK HV ADJ. BLADE 1D QUALIFIED FOR U E w/ HV 9)HV TRENCH TRACK 6063-i6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR 115E W/FN � HV 6663-16 ALLOY AMD TEMPER BLADE TONLY. lLY HV RAINGUARD BLADE ID 6063-T6 ALLAY AND TEMPER QUALIFIED FOR U5E W/ HV 6063-76 ALLOT AND TEMPER VAn-*E4 1.93'," BLADE n T' Y,91S' VMES 1.9 6' 6063-T6 ALLOY A D,TEMPER •� 1.917• _ 8, o -.�3' 063• 'al .063' e7' 093. .093'' .._.......__ .100' ...� .12" .p6p• - 670 .093- pvt m fi 670 1. � G.21A• 670 - 11 SIV CEILING HEADER (p HY HEADER/SILL Q HD CEILING HEADER�SILL 3529 O t ONLY, QUALIFIED FOR USE W/HV ITLAOE 1 ONLY 6063-Ts auoY AND TEMPO QUALInED FOR USE W/ HV RLADE D - 11 4 HD WALL HEADER/SILL SEE SECTIONS FOR VAUD SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ !N 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE (ONLY. 6063-T6 ALLOY ANO TEMPER 1 + COMPONENT A 6 TI T2 X Y t k YLOii 1 Y i Z" •;0.:25" Y I Y 2' S' ! 1/8- tje• 3' r j 3' 0.030' ® I0.192' 0.192' 16 ,SIDE ANGLES 20 CORNER POSTS QUALIFIED FOR USE W/LW ALUMINUM ANGLES 19 2.5• 7-MAY. D.1s0• D.190• BLADED QUALIFIED FOX USE W/HV OUPLIFlED FOBLADE W/HV 6063-T6 ALLOY AND TEMPER BLADE ONLY. 2' S•MAXI D.i39_ 0.131' 6063-T6 ALLOY AND TEMPER 6063-7'6 ALLOT AND TEMPERI 1100A BUILDING CODE(Nan High Velocity Hurricane Zone ��.•• p;TIC[ft, 0 2015 MI00J METAL SUPPLY.INC. EN Accordion BERTHA t VTM fTIL E C O LNC. A,S.S.A, Accordion Shutter System rA3 - �-�- Itv BADE#t w/OR w/o ILv iMNDOW RADE * .V�I� = -riwT TESTING &ENgNEER(NG COMPANY American Shutter Systoms _, oeawnah I WErsv.,N aJ: R.� '. STATE OF :w a s7 sm.3Nn a s4.w cuac s.n«mfi 321 Assoalottonr Inc. 1 a D Il—I92 Il13/ls oA a_4/m/15 NL :(3osM7t-1530.F.:(30.')571-1531 4265 Weslroods Drive 2 DRAWING No O� • ''COFilO.•G�\��� .-D: o cc L.— West Palm Seach. FL 33407 5 15-085 WALTER'h 5101'JFL .a`` FioRan Lj ulciE s P.E. 9ti$fGI 400RE/OATF SHEET 6 2 OF 20 1660' 8 9' aS76' F 1 l-50+1 t/i'-70 G27 y .715' 45" 4' I • S/ �1$E10 1MSA m t (2 TYP.) LE low 316 4 •4 ( "�'}r L9�KCM(011W.E [OWOYC P.ATm) 21 HV CENTERMATE `1—' y7 �Xfi ) ® HV EGRESS LOCK OUAUFIED 'E'SP/'EiP'SOm t &@ ONLY 2 3.023' QUALIFIED FOR USE Y+/HV QUALflED FOR USE W/ W 6063-T6 ALLOY AND TEMPER FOR USE W/ IN BLADE 1 & I ONLY BLADE Qt &®ONLY. BIADEd& -ONLY. 6065-T6 ALLOY AND TEMPER ell HV FO CORNER CENTERMUE FiEO FOR USE W/HV BLADE(I)ONLY •a'7• .ta' ,6 6063-T6 AUAT IND TEMPER 1'W�nC READ 1.7 ar R' 0 YOf0E0 TO a.DaS' SCREW q".. AF'1M RNEnNa 06 1/4"1-20 X 3/4" 1/4"0-20 RIVNUT' �k�� SSS. THUMBSCREW *SO]t5 94"ALL MAN♦2°24-T3 ALL"LA=FLANCE 71MI SNRT MIT=.FART/0920.43 M140 AMRW 6f AVM LF I- sem------� - A CIEW TCMPK PAAUPPCW NEW JMXY 076H OR EOWL IRA1 't fRRA O.EVAtwN V "T" LOCK CE R a ALTERNATIVE LOCKER FOR "T" LACK CENTERMATE �OUAUFIED FOR USE W/HV BLADE T ONLY HV FEMALE T. LOCK CENTERMATE HV "T" LOCK ® HV 6063-T6 ALLOY AND TEMPER (� OUAURED FOR USE QUALIFIED FOR USE W !iV QUALIFIED FOR USE W/HV BLADE TOONLY QUAUFtED FOR USE LO HV BLAME t ONLY W/HV BLADE ONLY. 81 Ed)ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TCMPEA' C! a 3.161 LCtLNCFR OR .. !-• �(Ij/ eEY CYLINDER 211' -Sen .545• .. ~Ia ..-• _I + ' �� 0.675'W'. CR 405 HD CENTERMATE W/ NO LOCIING ROHD CENTERMATE Wf D a o QUAJFIED FOR USE W/HV BLADED&tA) QUALIFIED FOR USE W/HV 8LADE 1 &. T 4S INupT I ,tea• 5� 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER VAWM Ur MX QUALIFIED FOR USE W/ HV BLADl`7 Ert & 6063-76 ALLOY AND TEMPER i I ACLIN.iNN05Oifl6 THUYBUM t1/2• - Cilll.Tk'R (SFE OETAtS1 Dp OR KEY Cri1Ntk7t 1.78'Na>t. LOCKING ROD DH LOCK QUALIFIED FOR USE W HV BIAOc- 1 w 1.375 / Q6 HV 3�$0-16 ACETAL HV 1L4" 0-20 AISI 304 BY REGENT NaRDwaeE MazrLSE LOCKS sMaEs 2333 Noox DOLT Loc1c 6063-T6 ALLOT AND TEMPER ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/HV BLADE 70& d D�tILLED A n7RA0KSLFOR PROPER IRE A 7/1EMB6-HOLE QUAUFIEM U tt ��S BLADE} QUALIFIED FOR USE W/ tN BLADE T� FLORIDA BUILDING CODE(lion High Velocity Hurricane Zone .� i ©2015 EASTERN MEEK SUPPLY,INC. CENSF'`�9 BERTHA HVTM /71L E C .NC. ASAccordion Accordion Shutter System tLV.9-AM#1 w/OR W/O KV..WNM RADE Aerican Shutter Systems n., D=p � arz mDP,%W BY: M.L 'r! € TILLIT TESTING&ENGINEERING COMPANY S kr� 268 Wfstron. Inc. t Dt0 a—ts2 4/alts twc 4/u/ts i A �_�_,(�Q• :a`� Rt55 N.1f.]AS(.U.71-'1b.N0.F rJOCS).RpiW}71U . �yrh;—[r� te,.lt�rVi, fl,,,,,:ts*yy71;y3D,E,.,(3osye7l_tut 4268 Westroads Drive 5" DFtAWTNG do C� � .I.sttecoo Rt.wm West Palm Beach, FL 33407 ] ............. a`� W-Ma719 , 15-085 0Mhllollg111p\`" w1.I101 A TILLIT dr.P.E. S SHEET P.E. SEAL/SIGNATURE/DATE tea"O`t a4tcr 9 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR are. �] HV( t HV CA 112'UIN. CE TO RUDE t�P ..�J • 10 W Bt ADE , ® W BLADE 1A +ti JJ\{I1 ��mnaoo BADE a62S = � 04x4 .oat ® W LONG RECESSED NYLON BUSHING ; xtgx}}} �I KAMKILE o JST3' Y HV SHORT RECESSED NYLON BUSHING . ® W NYLON HAT WASHER (01)OR ta't,� I l MT PORIta1 �•;f� 3�- 4l@ HV WHEEL CARRIAGE AISI 302-303 SERIES I I 02,7'a- X 0.870'x3/16'THICK NYLON WHEELI 44 %� n 2 7/B•Nxt W TAN KYW 0.18800 Asst 302 SERIES S.S. R4cTsCLw 3,5'e I SEPe ON mss- 03 oa.7,Do UNI © TLY 1 3/4'ACCORDION PIN W/&8 HEAD * EXTERIOR j ;f o oPL71�NGS s'/ r r .1 EAS ® LN 2 3/4-ACCORDION PIN W/§9 HEAD * �� 411 47,5' 'o �a�-�� —c�ti ....7 POLYCARBONATE IMPACT RESISTANT HV WINDOW j j '� L �a + TYPICAL HV WINDOW BLADE N1 AND POLYCARBONATE HV WINDOW DETAIL I j OOR @n lI I ®_ Q6 or t( NOTE E11FT °• j i (DOR ® j *POLYCARa0NA1E IMPACT RESISTANT FiV WIIIOOW i I BAYER 11AKROLON 3103 POLYCARaOHATE * 1 112'teN.CLO V CE RESINS, DV—STABIUZED GRADE OR SABIC Ellf �EQUIREMENTS AT EXTERIOR BLADE KNUCKLE FORx To tuo u INNOVATIVE PLASTIC LEXA.N 103 RESIN Hy lgr O OR I I (SEE NOTE 'F' ON SHEET 18). ' Ii (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR ® NNo BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR L ® j i POLYCARBONATE SOURCES FOR EXTERIOR HV BLADE' TYPICAL SHUTTER ASSEMBLY PRWDM N..S (2) IiV PLN @ MAY BE USED 1N LIEU OF®ANO ONLY AT vm®aocT'gon EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Wf HV(D 00.324• Bin's KNUCKLE. ua (SEE NOTE•FOR tP¢tK PCA'n ssd Prot am M+• Wnu m/t: BLADE WHEN CORRESPONDING TO INSTALLATION "11', SHEET 7. 04 . REOVIRENENT9) T ipCJtL Mn 4IYl1CM A4Y PUB 9A0P,Poi. 9.100 0.k nm:cn.SIARiWt N ma ASTI PTVB t2--AW"I t3,Q0 "L (3) HV P1N fl OR W/ 1/2* O.D. 1/16"THICK S.S. WASHER O y nmarL uPotcWs wrn o+Po aapm-A. 34:W=Pal SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. Ij + SHEET : q>trMA FAP /sv cz 118 n-qf n rt-A. \� :1 j � m�nrn.ar euw I��rcm:•e WHEEL CARRIAGE DETAIL �J r A= C wY n, SSEMBLY LAYOUT NUE a" w DDOMIM o-t p..3 a awss .T.'S �t�cmwro roTu otr�v :oar WPB r .tma etn nwxr SiDOL-.H AM M^u UB PSP]Osl Bete p+1. n1HY BLADE SOLID (A HV WINDOW BLADE DETAILS NBt pil 888WPt1 FLORIDA BU0111 CODE(Non High Velocity Hurricane Zone .............At1li' ®tots F:LCTERa uEra SUPPLY,INC. ,. rceA ABERTHA HVTM _ TL ECO„N,. � Accordion Shutter System HV.RACE#,W/OR W/0 KV.H16DOA'HALE !J`*y TIWT TESTING&ENGINEERING COMPANY American Shutter Systems wwwaPIv DATE WAN R,., UL _ SSS!llgTF OF 8333 nn.9.r_a.X.I.rnwu"COM ruWA 33IW Anociation, Inc. t OLD 11-1192 4/tilts DAM 4;113/,4 r%-. 4268 Westroads Drive 2 West Palm Beach, FL 33407 3 DRAWING No s 15-085 i>1G�� EB-0006719 .� rAbA ti nOrt 3..PL SHEET P.E. t(T,,1]NN}URE/DATE6 f 1141137 a 4 OF 20 ,L��,�}yl,•®o'"j ,A�(�3%,� 'NOTES ON HV LACKS AND CENTERMATES: ®,®y!�•�y� 1. •ONE ITV LOCK®of 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR S OW 2 OF SHUTTER SPIN FOR SPANS UP TO 105;AND iOR' N ST TIOK4S ANY ELEVATION. FIV LOCK 4 or 414Y BE USED AS AN INSIDE OR Wl19DE LOCK•ATT.=ED TO OR { CL7AEAMIATES W/(2) 1/4'0-2A x 1/2'LONG FLAT HEAD S.S.LLS,LOCATION OF LOU(SYAL7.BE AS iNWCATEO ON TYPtGI.SHIJTTEFi ELEVATION. 2. IF DE51RE0,FOR BURR PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO OR NAY BE USED AS AN INSIDE OR OUTSIDE LOCK CONNECWN OF LOCKS TO CENTMVAIFS V OR SHALL BE AS INDICATED ON NOTE(1)AEOVE. LOCI ON OF LOCKS SHOT L BE AS MCATED ON TYPICAL SKMER ELEVATION. Q ONLY MEN 3 TS!•T WJTWO N.V.LOtlCtk LOCKING RODW=CIDNORM 41 OR LIM S ARE N07 REOUlREO AT URRICANE POSITION,BUT MAY ^, 4 C o,-CO ca 04■ �"� 1E USED IF DESIRED TO ENHANCE SHUTTER PETTED E. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STALKING POSITION (NON HURRICANE POSITION). 1. 01<FIV lAC1C Q6 SHALL BE USED AT CORNER CENTERUATES FOR ANY SPAN AND Di5TN1AT111NS AT ANY ELENA..HV LOCK or®SHALL 8E USED AS AN OUTSIDE OR WADE..E ATTACHM TO CORNEA CEN ERMATE w/(2) 1/4 0-20 x 1/2"LANG FLAT HEAD S.S.M.S.TWD LOCNING RODS cgs -_ AT TOP h BD N SHALL BE USED.LOCATION OF LOCK SiiVl BE AS 1NI11CATED ON TYPICAL SHUTTER B.EVATIOH. '�C/r— MA1DtNM SHU TER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. # 5. fl VAUD ONLY FOR p�p6n }} ONE ALTERNATE HV LOCK MAY BE '71 LIEU OF KN LOCK or FOR APTf SPAN AND ) Yi< INSI TIOtiS AT ANY MEVATION.ALTERNATE LOU(x3 MAY BE USED K AH SLOE OR OUTSIE)E LOCK.ATTACF/UENT (D Y�„ Nlv �: OF 1/4'o-20x3/4'S.S.THUMBSCREW TO 6 OR @ CENTERVATS SILALI.BE MADE W/1/4 E-20.3/4'ALUM. ( I paz RNNUT AS SHOWN ON SECTION HUE.SHEET S.ONE LOCK SHALL BE USED AT 1/2OF SINTER SPAN OR TWO t / C�SUSj C LOCKS AT 1/3 OF SHUTTER SPAN. J� ® 6,PARDATOKY CONDITION iS FOR KE11ME MDUNT1!NL`INSWIA_TKMLS+. ONE IN LOCK 0 m la or®SHAl.BE (I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP B• I TO 9 ,AND FOR INSTAL ATIONS AT ANY ELEVATION.W LOCK @ or or�§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO a QJi�SYUUMICAL CENTERMATES W/(2)1/4-20 x 1/2'LONG FIAT HEAD S.S. SEE END MS LOCATION OF LOCK SFWi BE AS INDICATED ON TYPICAL SWM ELEVATION.USE OF LOCKING RODS W/(1� CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY mmoATORY. DETAMS ON SHEETS 10& 0 r [ N I J k L Y P to ■ Y Y x ' TYP ;TULI " 'NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHTOF CORNERANID 1 'te a _-� CEhTERNATE ��_ONE AND ALTERNATE HV'T'LOCK 40 MAY BE INSTALLED IN LIEU OF NV LOCKS 0 OR pg FOR ANY SPAN AT70 INS"TALIATION AT ANY ELEVA G)I ALTE32NATE LaK(SO Y SE USED AS AN INSIDE OR OIRDE LOCK ATTACHLIENT OF LOCK®INCLUDES USIHC RONPoRCWG LOCKER_ j,AS SHOWN ON SECTION FAG,SHEET 9.WHICH MUST BE cONNECEED To cENTERmATEs @ AND @ W/ 1/4.0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 J;7/32' WMNUT 6�',7�•���,D■©%• 7O• �^ UkXMM�AND 1BELOWI WDSPAN.USE OF TWO LIOCKQ G RODS®TOP AND BOTOL*RNNUT.LOCK MAY BE AILED AT LIS MMkNDATORY. OR 12' ��•�aTe•t©�(i3•Q *NO & CET ES: 7. : ONE ALTERNATE NO LOCK(D MA�YB?E, USED M LIEU OF PICAL C1) HV BLADE SHUTTER ELEVATION HV Loacs 2 OR FOR ANY SPAM AND INSTALLATIONS AT ANY ELEVArm N.TEOUIE ND LOCK @ iMY BE USED N.T.S. AS AN BESIDE OR OUTS KDE LOCK.ATTACIOIEw OF HD LOCK A TO 1C�LS W/3)8 x 3/8'F.H.SS.MS•AND INCWDES ROFIFORCFA7EM INSERT AS SHOWN ON SECTIONS HDB-FNB AND M SHEET 10-LACK WY BE INSTALLED AT &9DSPAN OR 12"UkVMUM BELOW OR ABOVE WIDSPAN.USE OF LOCKING RODS @ Is COMPLETELY Opr&Lq- 810011 CODE on High Velocity urricone ne A.7j�(% ' 0 lois FAsYm METAL SUPPLY,INC. P -- A A BERTHA HVTIJ Accordion Shutter System /TLE CO N G. FLV.BADE#1 W/TDR W/O KV.IAWW RAIX TILLIT TESTING k ENGINEERING COMPANY Amerlcon Shutter Sysfemts DL1CA9nai M" r ORUN 9i': uL STATE OF Assoaiatian, Inc. 1 OLD i 1-1s2 �I13115 w c 4/s3/1s (xi5)6n-15x.Fo.:(3os)an-tszl 42&8 1S'estro0ds Drive z DRAWING No F tC� ` •-*� nT�oocxcom West Fotm Secch, FL 33407 a s' ... LD-DDDGJ,9 15-085 "N',S��NAL��p•`` Wr11ER A.TAUT J..P.S. t P.E. SEA�%E31ISf1U'RE/DATE nC+OA Ua !4+167 6 sHSET of 2D CONH3TEIE ANC11O.25POURED +�,mKMa+ ,fle ...�.._ ' CONCRETE (SEE SCIHEDU.E ON SHEET 13) ' WOKS I9s t �R `L7 MSTINC W U'tYf y t REOVIR-N _ ECCE OF "�19iE0R 9/R m GLASS- i Rswtaa+ �� 3 asm+�+w ~•- B IT APRXJH E DUSTING,� anacsd)a� ` i-•-q�- + i 9 t1 CH CLASS 1 o AnoN 010.le HEX WASHER HED (I I 1 1 13 OR 15 J{a'�in+. TDN SC2EM$0 12'O.C. DOE OF I to ' ]/6 OOHCRETE ANCHORS 8 6 i + 7 1 (SEE SCHEDULE ON SHEET 13) APPLICABLE• 7 EWE OF ;Hj 1 ' EDGE OF--� 'I! ' SUB IF --i SAAB IF + 1/2 t EDGE OF APPLICABLE . i +ca awaaw APvIP`/dE O. 0. ' LAB IF J-MILE POURED ` J FIAT HEAD CONMR-IE ANCHORS °L`u CONCRETE J D: �.� (SM SCHEDULE oN SHEET 14) -t i+Eat HUC�An ____. FLAT HED CONCRETE ANCHORS OR ®eCINNU.'RE REOUOtW vA1am:� �;� u- a (SEE stJmutE ON sNFsr t.) It .�$�pICH INSTALLATION AL10 ONLY FDR UP TO+70.-75 PSF D. Q HV FLOOR INSTALLATION (f)HV WALK-OVER INSTALLATION. =!ON PRESSURE RATING h FOR SPANS PER (� HV CEILING INSTALLATION SCHEDULE i3, SHEET 11 CONCRETE ANCHORS n Mss ~1 (SEH SCHEDULE ON Slav 15) rJ.'D AONN®lliaAOTWI @— ExisnNc "1 Exs1 NG— + f70snNG - r 7E0*CLW'm v.Ta FOPM I 1/4- xr�Hnvnr to am OttiS•--i I ' rAaW)6 TM1PPON+AVpHpf6 x/ GIJSS GVSS ;tta nomas w om tt) .li______.Oj t»nuwraH n 1 J!a•urs[1s1NN3HN a 6' MAX (a1 toeau a. tq (SC RR IP W Kd SDNH kO 1 I1C RR_V 1 tAFM CPN I! !i 'I �'u/A4x. l'! SZ" -7 E o, ' 11oaj.'HDCTER ! t mPd(2E NaNE1»�w sIm+I 3/6 'wx. N " 3 © t I +r+t SCREWS • I'3a,Nr.suuxr-li.. Q .. 'HEx HVD_._i' I 0 1z•aC: , . TEK SCREWS o v'O.c. I lu=s/t-s.Os. ---- '1 s �'•/+'.-malr SS us OR I/{-o•zo ss,ws. I CONCRETE ANCHORS - 6 .7O o s-o.c -- - uo.. 1 ? o,r ac M!NUE 0 9'O.C. ' (SEE SCHEDULE ON 7 :;. 1 ° 14) ,1.. 03vw Nam ST+n1aflAVt. 1/2' rT5;@z.DODNW. tbu(bEOOMIhE 5� 1Or 1.,3/.'F.H.SD.S. 1 7 w 1 7/1 �CONCR£TE ANCHORS /// NOTE 13(b) E NOTE 13(b) BRIBED COtaCt£SE (SET somxu ON ON SHEET 1 POUR-77 CONCRETE ON SLEET 1 ,_�~�r'.•'••���'/ .••-.,-'C OR CONCRET-c BLOCK SHAT 14) V _ p,�RED WE CONCRETE ELO, °P"°14L K NV WALL FLOOR INSTALLATION Ea3irty �( KEYSTONE G64,n IALLATION caH RETE © HV WALL WALK(OVER INSTALLATION P.Ecu3rED uw,N aertTTx sPAv c-o- IV RAINGUARD INSTA TIO_ D(IL SKALL BE ME FOR CwBMATx1N OF MMQgs: IF, t�±OVVAa�Wrc i PER_B,m t as1ANCE ArMACFNr TO AN OPERABLE Ex1Toms of 11se FOR I-SEE S~!�4 FDR T SP<�F,��»fl1�aN�'E'13) OR BiALE t�Ala SHEET 19ASSEMBLY INSTALLATION DETAILS W,/ (1} HV BLADE w ANYWAY TO SW ANY INS NNSTALiA BE to FLORIDA EUILDING CODE(Non High Velocity Hurricane Zone ��``• ��A.i'11��TJ,, ®2015 EASTERN PETAL SUPPLY,INC. BERTHA HVTM ��Qv V�ENSF Accordion Shutter SystemTa EOCewcA■ ■S A■ Ev K1J!DE#)w/6(w/o KEv,w(rovly a:orE American Shutter Systems DEscp N HurE op,r. BY, NL TIWT TESTING k ENGINEERING COMPANY o'•• TATE OF ;: 4_-norc Jer s,5v.X5.ww"coos.ftorzt s+ Association, Inc. 1 OLD 11-152 4/13/15 MR: 4/13/15 :t3C5)971-1530.Fm:(,10)87J-1531 4268 Westroods Drive E DRAWING No .-,;:tmamocu�n„t West Palm Beach, FL 33407 3 '�iAF`SSlOfvnl��,G`o�` 19 WuiUR A.rrLUT J,P.!~ . 15- 085 P.E. SN '/SIGNATURE/DATE"LK.1 44167 a SH7ET OF 20 SEE END WALL CON ON SHEETS 10 & 18 `f INSTALLATIONS Wf 7 HV ����L�M� �L���® OUT 9D' I N T-FpSiiNG GLASS **AND KTkJt7A7E IN ILOC®OM 91EtT S. BLADE W/ HV CENTER AT � Mrs o ®°t�°©•O"® la'©° OR SEE END WALL CONNECTION 2•a2'a/6YJ• I O•®0°�•®w�•+l,J --------—— --- -- ------------------ 61/2, T (`w TG MM x aE POSING �w/(2)1/4*0 T, 1/2• w®,® SYM METRYCAL uo,aNI Ta ."IErs I- CENTERMATES CE RM TES frw/eaNDu) /50,3/x'Sxs.0 12• # euN.st4aannan {gj,D.r/zest *M SEE SCHMULE I O.C.�L&� w/ HV L CK WP W/ HV LOCK or 6Y { C"'M 5 \0 �3 � 1 2 a 1-- ©w®w®.�a®ala•®« 0 v (D HVB OUT ®n HVC 10•®"v J•��•©O1 HVA ©w®w©• 7OmOv 10+�3 a E1D50t�MASS -POURW CONCRETE OR CONCRETE WOU WALL ®°"®'®"` SYMM_ETRICAI IN l/•l'J•�°LJ•7 '®" A?LAriATTDN —_...-- ! �— 1 8 •®w®•�w 1t�•tD5 `\61(81 C� CENTERMA ES >n crass —I GLASS , * ( ®•,c®�w�•®6`®•®°° cSEE SCDIriE 5 * W HV OC 6 OPMONou) ON sNEEr WN.SEPT ARATIC}1 { © / TO 5G1J35 �sHEEr II Tio IN �D ) ---- ---46 , ------- --- — ------ OUT ,l j�conut� , l nucNaNs '------ - --- _ * 16.O.C. 3 vAta:S * VT_ " ® OUT 1 6 1/2•WX SLACK HVD oUT {°G ) HVE HVA'** FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone (D 2015 DSERN&M&Sl1PP1.Y.INE. BERTHA HVTM Accordion Shutter SystemN /WricOin-. / * * * tLv BADE fT w/oz W/O Itv.N1NX1A'Date American Shutter Systems NJ OMWn o.x a g_ „� Tlr; ylr _ TIWT TESTING Ec ENGINEERING COMPANY Ass"Iation. IRO. , OLD 51_192 t t3 15 auv 4/13/15 n'• STATE OF rt e3S!N.1v.34A sc sx ws,v.msn cv v�s ram.J31 ! / 4C7� 1 brae (3[6)87,-1590.F:(xi5)er,-ts3, 4268 Wastroods Drive 2 DRAMNG No "®ZV-0O L West Palm Beach. FL 33407 3 is—�85 F •........•�G : 4 E ��'�� wALTM U.!44167 5 P.E. JLALIpf{+t�Tt�?E/DATE SHEET 6 8 OF 20 POURED CONCRETE OR ` POURED CONCRETE POURED CONCRETE RETE / RED CONCRETE: CONCRETEBLOCKBLOCK WALL OR CONCRETE OR BLOCK ALL REQUIRED ._ BLOCK WACONCFLL REQUIRED BLOCK WALL REOVIIi£D _�EY+STING GLASS( OOSTING GLASS CONCRETE A"0. -E)OSTRIG C1A65 Rai, L-Raz 7 - _C I Z•MIN EXISTING GLASS O 16'O.C. t�� �JJ-- _] /J 2•MIrL r— To{LASS(SEE r U — MLL SETfNAT10N SCHEDJ L ON`.S1kET l@L S7:PARAIaE ; Lft SM-APMOV Eo (9 TD GLASS(SEEZ 11 FDR SAX(DAND TO CUSS(SEE � ro Doss(SEE SafDLtE ON SHEET 1/i6 iJ•MAX ON 9fFr 19 IDR 11 FDR EEt 9E OAND SCHEDULE ON 9� 11 FOR FLADMND (6063-T6)CONT. EIADES(D QJ ON OR ET 10 FOR 1/2• ON 96tT 19 DDRB ON STEET Ia FOR ALUM.(CLOSER (LOCATE AT 1 aADFsmA® a(L 90E t/2 \ ` ERAOESOde Q$ aAt6md O) I OF(D) I +USE 1'OR 2•MAX /10s1/2•SAAS. I ! (AS APPUCAEL4.2•.ij8•.0'-2• I _—_-- itfui/z• 16'O.C. ---- ALUMINUM CUP ANGLE O 16.O.C. ----- —� 4JI/ (6063-T6 ALLOT)AT AII0NE1GFa� W\� (2)1/*0 Tn CONS ANCHORSS. &ro WNL AT I.O.C.(LOCATE AT Tj SEE DETAIL X FO3./ OR rE'71+ UTHER SIDE Or(E)) I OR SIDE CONNECTION ( OR SEE DETAIL X rOR 1 OR ®• TO TRACKS A�� SDE CONNECTION .0-(D.0-B •®a SEE DETAIL X F d .�v©.XOv 8 I •®. TO TRACKS -0 ( ®a ®'® Q�°©'�� SIDE°°To s t�®.�•�p•¢�A 1 •a®-Q�•�,•� Q•©q •o 3:10,3=31v 6. 6 7• 0 Qv,�( 0� ®� ®•Q•`CJ'"©•Q•®' 6 7 •0__6 7 0 d•©r�_�0Q ®' -6.Ta. 6a���7. END CONNECTION DETAIL 01 END CONNECTION DETAIL 02 0 3 END CONNECTION DETAIL f REQUIRED ONLY FOR SPARS GREATER THAN 121-0- POURED CONCRETE OR —�E705TINC CUSS CONCRETE E3LOCY.lYN1 GLASSIC 4 4 RONCRED WL SEi•'A2VICN f t 1/z•S.M. - ZIl�•____________ ——— ro DESS(ON 0 16 a Medd Ru»oc Y b------ I1 EOR ELA'fEM CON 1/2'IAN. 7D O,ASS D _______-__ _ __- ____ t,/�® l,l'� SCEOD w CH SHEET /q�p J _ acl 9£II t9 FOR PdECNCR O 11 FOR[iA')E®AIA V� ------ CONCRETE ___ ®CR�LM 1�OR� CONCR T sAd7fS Oh Q1�1 12.O.C. 0 - N SISOCS m8 FOR --- - aR@ ANCHOR OO.C. _ -21MN. 4 _ LJ _ urs_ 2• iN, 2'FRN. EO ...— _—" r SEE UMGAT?O:S OF USE FOR 8 OROR (9 E0.AGE©ONSNEET 19 1©OR �ORL�OR� VIEW_1 5 — (CDR �' PIAN I OR�' aO�©•O�®fi�•®a DETAIL X 1cPOURED reCOOFLoaEWHi ® ®'©'©'� ION REQUIRED '®'©'�" ©•O�©�©•O•Qa 1 HV BLADE 0 HV WINDOW BLADE INTO p•Q�.®.Q�p•Q�. CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q END CONNECTION DETAIL© �.p FLORIDA BUIIDiNG CODE Man High Velocity Hurricane Zone 20+5 EASTERN METAL s pmy,INC. ` .'..c.—...—..�.. E — 1 BERT A HVT LECO w7. Accordion Shutter System ■ ■ ITV.aAOE#11 W/OR W/O H.V.WWW RALE American Shutter Systems OlscsePox oArr ORA.R rm ul TILUT TESTING 8: ENGINEERING COMPANY Association, Inc. 1 CLD Tt-ts2 4J1a/t5 Turu aJ:3/TS STATE OF :Q vs ntr. s�s.am tsrmaA arsFx F IRLA nI p' Pnce;(dos)aF+-/s».Fn.:(dOSJ871-+53t 4268 Westroods Drive 2 �R'•., ORI +'C1`$ e-.I,or:w«9oo,I<wn West Palm Beach, FL 33.107 y ORAA'INGr�No '''iip's/O(IJAL�\,�•�'` WAE.IER�AOmiRiJr.P.C. { 15-085 P.E. 'ritF} 1��i)RE/DATE n .1.167 5 6 SHEET10 OF 20 SCHEDULE 41 SCHEDULE &2 SCHEDULE 43 MAXIMUM SHUTTER SPAN* 'L+•'OR "L MAXIMUM SHUTTER SPAN* 'L+' )MUM SHUTTER SPAN*'L4' -••••••_....._._-.............._- (ft.). FOR INSTALLATIONS IN OR -L (ft.)FOR R -L-'((L) INSTALLATIONS INSf IAu DON LEGEND '-(�1ES: CQUERMAIESP 0 &g or or OR W/ SYMMETRICAL CONCRETE& WOOD (1)L+:UAXIYUM ALLOWABLE SPAN FOR A GIVEN W1 ONE H.V.LOCK or®or or & W/ONE HV LOCKS MNJSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. NEGATNE HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or 6 or� OR W/ NO LOCKING WALL A, B. C. D. E M. H.O, P. 0. pg, DESIGN pR�USPAN EF 7MNO. � CEMERMATES @&®W/ONE HV� W/ NO LOCKING RODS® IDS MOUNTING F, K&L R.S.&V. LOCK® W/TWO LOCKING RODS®TOP& (SEE NOTES t.tt) (VALID FOR MWNRNG Q (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t,tt SHEET 7) FLOOR/CEIUNG G,H. I. It,J i, U. W&X WALL MOUNTINGS(TOP/BOTTOM)OR BOOR/CEILING: r� t-7 E&W000 MOUNTING CO.YCREIE&WOOD MSFAU.LnOHS V ,naw 74aiNAt CONCRETE & Al LDiIAAI 1 n6H01 Asn DEPM INSTALLATIONS GIVEN A POSt1LYE AS.D.DESIGN PRESSURE w.nNC, A� WALL MOUNt07G FLOOR/CDLAG RSC r�'C DLTSWINE MAXWUM SPAN •1.+'FROY SCHEDULE 1°Ow MOUNTING PPCROOA/C m 74N A NEGATIVE AS.D.DCMA PRESSURE RATING, ROC Ml.WIALON4 OETOT M MAXOMUM SPAN'L-'FRWJ SCHEDULE CIIL- L 1 (Q l-(AS L 1 (9) 1 L-(iQ 0 MA uum siwn-R SPAN 1+-OR%--FOR 30 OR LESI 16'-0- 1 16•-0- 16'-0• 16•-0' 30 I6'_O- 16'-0' 30 16'-0• 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL UMMUM ALLOWABLE SPAN IS EOUAL TO THE 35 14'-t0' 14-10- IS'-2- 16•-9- 35 _ -14'-10- 14'-1D' 35 IV-2, 16'-10' 1D5 Inf.AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 1*'AND 1--'. 40 13'-10' 13•-10' 14'-2' b5-2' 40 /3'-f0' 13'-1D' 40 14•-20 150-2' (3)PROCEDURE TO OETUN2r.MJUOMUM SPAN FOR 45 13'-11 13'-1• 13'-4' 14•-3' 45 13'-1' 73•-I' 45 13•-4' 14'-3• IN CORNER CENFFRMNE>13 IIAY BE USED AT ALL COY87N41IONS IN BETWEEN WALL MHWMINCS _50 12'-5' 1Y-5' t2'-8' 13'-7- s0 12'-5' 12•-5- 50.• 12'-;!! ,._f3'-Y MOUNTING INSTALLATIONS.LOCKING SPECIf1UnONS W/FLOCR/C79UNG MOUNTINGS: 55 _ - '-1' 12'-11' 55 11'-1D' it'-7D' SS 11'-i' f1'-11' SHALL BE AS IN01CATED ON AUWDATCRY CONDITION F2 FDR A CAIN POSITIVE AS.D.DESIGN PRESSURE NOTE(5,SHEET S. 11'-4' fl'-4- I1'-Y lY- �60 11'-4- 11•-4' 60 70•-2' 65 10'-10- 1O'-10- II-I' -11•-11- 65 10'-10- t0'-10' .615 9'-5' 10'-1' Ll T MIK'---- LlDET MAX(.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6• 10'-6' 10•-9' /Y-5 70 101••6- 70'-6' 70 1 8•-9- 9-4 L2+-MAX.SPAN FOR FLOWCSUNG MOUNTL14G 75 10•-1' 10'-1' f0•-4' Il'-1' 75 10'-1" f0'-1' 75 - 8'-9- ttEXCEPT THAT UA MUM SHUTTER SPAN 1+OR INSTALLATIONS. 80 B'-1D' 0'-f D• 10'-O' 1D'-9' 80 9'-10' 9'-to' 'L-'AIM LIARiMUM ASD.DISNG PRESSURE RATING FCft FOR A GIVEN NEGATIVE AS.D.DESIGN PRESSURE 85 9'-6- 9'-8' 9'-9' 10'-5' 85 V-6' 9•-8' IN51ALLAMONS INTO CONCRETE OR CONCRETE BLOCK RATING 90 9'-3' W-3• 9'-5' ID'-i' 90 V-3' 9'-3. MREO SHALL BE U 'AS F01104b. 1- CONNECTIONS TO KEYSTONE MOUNTING OE17:RNNE. 95 fl'-0' 8'-9' 9'-2' D'-10' 95 9'-0_ a-0' LIMITED TO +64,72 U MAX(. SPAN FOR WALL MOUNTING INSTALLATIONS. Too 8'-9' 8'-4' 9'-D' 9'-7' 100 B'-e' 6'-4' p.a.l.AND 8'-9'SPAN, SEE 13-®LATIH. SPAR FOR 8003/COLING MOUNTNG _ NOVNn1NG MOON SHEET 7, INSTALLATIONS. 105 8'-7'__7-/1' 8•-S' 9'-<" 105 B'-7-- _7'-11' 110 81-4' 7•-7' �8•-7' 9•-2- 110 8'-4- 7'-7' RIVAL IW7MUM ALLOWABLE SPAN IS EOUAL TO THE T1s e'-2' Y-S" B'-4' 8'-11' 115 V-2- 7-3• SEPARATION TO GLASS SCHEDULE MOIWLHM 8'- 6'-i1• 8'-2- 8'-9' 120 8' 120 0' 6'-11' (4)CO TO ANCHOR SCHEDULE WRH FINAL. MAXIMUM -. 125 T-10' 6'--8' 0'-0' 8•-5- 125 7'-70' 6-8' ALLOWA[AC SPAN AND NECATr✓<4 A.S.O.DESIGN i3D r s 6'-s- 7•-ID' B'-1 130 7'-8- 6-S MINIMUM PRESS)R£RATING 7D DETERMDE MA1mLUM ANCHOR 135 YMY 6'-2- r=s'-....r=s=` 135 7'-7- 6•-2• WIND ZONE � • 140 V-5 s•=11= V-7- Y-6- 14D ASTM E-1996 SEPARATION 145 7-3' S'-9' 7-S- 7'-3' 145 7'-3- 5'-9• TD GLASS V-2' V-7' 7'-4• 7'-0' 150 Y-2- 5'-7- 155 T-O- - T-2' 6'-9" 155 Y-9- s•-5• 1 THRU 3 1" 16D 6'-II' V-2• 7'-1'_ V-7' 160 61-11• 5•-2'W ies 6'-70- 5'-i' 7'-0' 0•-4- 1155 6'-10. 5'-Y 170 61-9' V-111 V-11' V-2- 170 V-9• V-1 i' 175 6'-7' P-s' 6'-a' 175 6'-7' Y-5' 180 6'-6' .1-B'.. V-8- 5'-10' 180 6'-6' 4'-a- � H V B LA D E 185 W-5' 4'-5' 6'-7- S'-8- 185 6'-5- 4'-G' 190 6'-4' 4'-5' 6'-2' S'-6' 190 <'-5' 195 6'-3' 4'-3' 6'-5' 5'-5" 195 6'-3' a4- 200 6'-2- 4'-2' 6'-4' 5'-3' 200 6'-205 6'-1' 4'-1' 6-3' FLORIDA BUILDING (ODE(Non High Velocity Hurricane Zone 9 2015 EASTERN METAL SUPPLY.INC. "PEPSI frit"r''�,,, BERTHA HVTM E ■S S■A A Accordion Shutter System i fTi L ■ ■ Kv aaoE#I w/OR w/o Kv wNDary aADE TILLIT TESTING &ENGINEERING COMPANY AIT18TtCOfi Shutter Systems .11 06C2PiUM GIC tNUSN M 14C y, G, '* 2 4735 N.W.3w,,A.3M.3(q:rteriM r.PrgOs.liGRBA 33w A59OciOtion, Inc. t OLD 11-192 4/13/15 DATE, 4/13/15 1- Pr—:(30M71-1530.Fd:(305?a7i-1537 4268 Westrocds Drive 2 • ^- ; rDRAWING No ils, e-mat e1 -r.�+ west Polm Beach, FL 33407 a oF•:.F •'�\�o� ER CM79 A TrWib.P.E CDRID.. WALT4 15-085 �sst;;sA*r C C DATE R°R°A u.1 44767 8 SHET OF 20 SPECIFICAT)ONS ON ANCHOR REOUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE It"ITINCS N:0.&X ON SXQIS 6&7) 1.ANCHORS TO SUBSTRATE SCULL BE 1S FOLLOW&* I== max FOAM COMOT= (Il) TO DUSTING POURED CONCRETE(Wm re-3 Iii) @WALL SILL MOUNIING ©CEIUNG MOUNTINGHO FLOOR MOUNTING -1/4'11 TAPCON OR TAPCDN WITH AlAWTCFD THREAOFORY TET IOLCSDGY ANCHOR;AS MwUFAMURM BY I.T.W.BUILVEX.(WN.re -3 Ev) SAHANCHORS SPACING 1/4'0 x 3/4'ALL PO'NTS SGUD-SET MCTHORS,AS DISTRIBUTED Of ALL POINTS SCREW,6O'_T&SPECIALTY COMPANY.(Wt.ire>3 7m) ((� A=Must lamnE FTE17E Wail W U1 DE390AXAMINE F4TSSA ipiPM(M KEGM P�10s=AA2c -1/4"a BLUE TAP W Kwc ANIGHO(S W/CAP AS kmmAclum BY FiDRIM FANEHERS CRECT.INC.(Wn re-2 W) 30 w YA A Bo L20 160 2W Jo w 75 9D/�160 2IN3 30 w 60 7s 90 120 160 203 TAPCCN OR _1/4.0 TAPPER+ANCHORS AS WM.1FACTIM W POWERS FASTINOM M.AND DISTRIBUTED COY ALL POINTS SCION.eOLT A SPECUI.TY 30 4 0 o e n 6 14 72 l0 9 a e 6 6 I{ 1 10 9 e 0 s c TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED UC04 M OR AUTHORIZED VENDOR ROGISTEREO WITH THE AMERICAN SHUTTER SYSFEY5 ASSOCIATION.CNC iHREAOPORM TECHNOLOGY Fc-3 k„ It 12 10 9 e a a a 14 12 10 9 a e 6 0 14 12 10 9 8 8 6 A 1 DR tM 14 12 to 9 d a a a 14 12 10 9 8 0 6 a 14 12 10 9 a a e 3 ALL UC TA $DUO-SET 14 ]2 10 9 0 9 a 7 i{ 72 10 B 8 b 0 0 74 12 10 9 6 8 a 6 BLOC IFP W/CFP HO7Lr. 14 12 l0 9 e 7 6 7 14 12 10. 9 8 e 6 8 14 I2 10 9 a a 5 n TAPPER+ Ai)1CUUM EMBr"DUENT INTO POURED OONNCFEM OF TAPCON OR TAPOON WITH ADVANCED THRENWO7Y TECK40LOGY ANCHORS ANO TAPPER+ f 4 12 IO 9 a B 8 a 14 12 10 0 d 8 6 6 14 12 10 9 9 8 B SS ANGIITIS IS 1 3/4".AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. 14 12 10 9 a 6 6 4 14 12 10 9 6 a e .5 14 12 10 0 It 8 { 33 AL2)MA UM EIBEDME11T OF 1/4'0 A 3/4'ALL POINTS WJD-SET ANCHORS 9981 BE 7/6'INTO THE POURED CONCRETE.NO eflBEDRENT 14 12 10 a a e a 1.5 U t2 10 9 A a 0 55 14 12 10 B e e 6 45 4 S¢ AId6 a<usE foR INTO SIUCCD SHALL Be-PERIW1ED.1/4'0-20 SS IARC VIE SCREW USED SHALL.BE 1 1/2'LANG ICNYUU SHOULD STUCCIO DOST.AND H 12 10 8 73 Sa]S - tt /2 14 B 0 e 6 S 14 12 10 9 6 7 5,31 4vjzE �9�19 1'MDaMUY FOR WALLS W'flll NO STUCCO. 5.-0. 14 12 10 9 6 a 6. 6 It 12 10 0 0 8 6 33 74 12 70 9 8 8 6 i45 14 12 10 B 0 7 4 - 14 12 10 9 8 63 5 33 14 12 10 0 63 5 331 3 A3)IN CASE THAT PRECAST STCNE.PRECAST CONCRETE PANELS.PAVERS OR ANY VEN'EM BE FOUND ON THE FOISTING WK.L OR FLOOR 14 12 10 9 617.514.51- 14 12 10 9 5 e a IS 14 12 10 9 E B 43 75 ANCHORS SAWS.BE LOHC ENOUGH TO REACH THE YAM STRUCTURE BEHIND SMD WALL FPIM .ANCHORAGE SH AI.BE AS INDICATED ON 14 12 93 T3 53 43 - - 14 12 10 9 e 7S 53 4 u 12 10 9 e 0 u 33 NOTES At)&A2)ABOVE.FOR UISUIlAi10N5 O4'NNTL^aDi71R OR Of5 WITH OR 1YITFIOIT IAET18.STUDS CONSULT 1NG ENGINEER.FOR 14 12 f0 9 5 0 0 - 14 12 10 9 8 8.. 6...D 14 12 10 9 0 fit 3 13 IHSTAlIADON INTO EFS WITH METAL STUDS SFE SHQ.'T 20. 14 12 i0 9 7S 5b 3 - 1444 i2 m 65•7 i{5 4 3 74 i2 a 6.5 SSI 4 3 1{ 12 10 9 a a - 14 12 to 9 n n3 5 14 12 10 83 5 5 4 (B) TO DUSTING CONIMETE MOON:(ASTU C-TO) N 12 5 e.5 33 3 - 14 12 10 9 0 05 43 35 14 12 10 0 7 1 5 35 3 1/4'0 TAPCON OR TAPCON WITH ADVANCED THNiM.MRM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BLILDEIL. 14 t2 10 9 a 0 - - 14 12 10 9 A 7 S 4 14 72 10 9 73 33 4 3 -7/4'0 x•3/4'ALL POUTS SCUD-SV ANCHORS.AS DISTRIBUTED BY ALL POINTS 9.REW.BOLT&SPECIALTY CMVAHY. 14 72 to 0 03 4 - - N 12 0 73 0 43 35 - 14 0.5 1 5S 4S 33 - -1/4'0 BLUE TM CGNCRi-TE ANCHORS W/CAP AS LIAIIIIFACTLIRED BY FLORQ&FASTENERS DIRECT,INC. N 12 70 a3 7 4 - - N 12 I to B 75'a3 4 - la 12 9 7 T3 4.6 - 1/4''A TAPPER♦ANCHORS AS WSJiACRM BY POWERS FASTENERS.INC..AND DWRSB M BY ALL POINTS S'CREA,BOLT&SPECIALTY N 11 7 53 7 - - t4 12 9 7.515.5 4 - 1S 12 9 7 8 43 3 N_ AYY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VEt430R RECISTERM WITH TXE AUER#A'N SHORTER SYSTEMS ASSOCIATION.BIG, 14 12 10 9 8 6.5 - - t{ 12 _A. a 6 4 - 14 72 10 8 63 5 SS - NOS.. 14 12 83 7 its 3 Yi 12.e BS SS 4 3 - 7S BS 6 3 4 3 - - 9.0 UNNUM EH9EOMENT INTO CONCRETE SLOCA Or TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 Ile AND TAPOON 14 12 93 7.5 0 - - - 14 12 93 a 65 S - - 74 12 8 6 63 4 - - WITH ADVANCED THAEADFORM TECHNOLOGY ANCHOR$IS 1•. 13 LA aS a 3.5 - - 14 12 10 8 ISS 1 0 1-114 12 E 63 5 4 14 12 10 9 5 - - - I4 t2 10 9 14 12 83 7 55 4 MBLMUM EMBEDMENT OF 1 g•-0• - - 8.2) /4'9 x 3/4'AL POINTS SO'JD-SEN ANCHORS 9U11 BE ENTIRELY E]CDFDDFD GEED THE COM,-RETE @LOGO.N7 74- Ta 11 T SS D 33 - - f 1 5 53 45 13 - - - E1BEDUDIT INTO SRICCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW'USED MOLL BE 1 1/2'LONG LIMM NM 940LRD STUCCO 14 12 0 OS u - - 11 12 fi5 T SS '--f1 109 7 SS 8 4S - ETasf.AND 1'M4IIVW FOR WAIS WITH NO STUCCO. 113 a3 53 4 - 14 12 9 7 044 - - 14 77 7 10'-0'14 13 10 9 .5 - -_ - 1{ 12 10 6'63 3 - - 74 71 a 6 S a - @.3)N CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAYEES OR ANY YEV[Fii BE FWND ON THE17oSRNG WALL OR i7,00R, 7{ t 7 3 y - - 73 95 53 5 a 3 - - 10 73 3 4 3 - 44040M SMALL BE I=ENOUGH 70 REACH THE MN STRUCTURE BEHIND SAID WALL I'DISHES.ANCHORAGE STULL.BE AS INOxAlED ON 14 f1 73 5.5 - - 14 11.51 9 6 5 4 12.5 051 5 5 4 4 - - NOTES ELI)&82)ABOVE.FOR a1STALlAAWG CH VINYL SIDING OR EPS WITH OR W1D+OIT META STU7S COINS THIS EN--%EFT. OS a S - 14 12 1 8 BS 55 4 - t3 10 63 5 4 3 FOR INSTALLATION INTO EF5 WITH METAL STUDS SEE SHEET 20. 24 12 10 - - - - - 24 12 9 7 d 43 - - N 705 7 SS 43 3.5 - 23 2.5 5 - _ - 12 9 8 45 4 1 3 9 7 43 33 3 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RFCODU&"l1CHS AND SPECIFICATIONS OF TN£AncHoR'S wNUFA^R1RFA. 74 10 7 - - - - - 14 M5 7 35 45 - - - 13 L5155 43 73 - - B5 7 43 - - 14 t3 75 6 5 - - 72 9 a 43 4 (0) SEE SCHEDULE BELOW FOR EDGE OCTAVCE{ECJ SYFRSJS SPACING RElATFJXSwP FGR ANCHORS I 12 to - - - - - 1T Iz a as u - - - 13 l0 ss 5 4 - _ - EDGE DISTANCE VEBMS SPACING SCHEDULE FOR ANCHORS: IS 33 45 - - - - - 11 0 534 33 - - - a 0 4 3 - - - - UMUMUM ANCHOR SPAONL5 ARE VALID FOR LOGE DISTANCES DIDICATCD BELOW.FOR C.UMS THAN THE O.OICAIFD.R6MILE ANCHOR SPACING JA 93 B - - 13 93 &S 5 4 - OS 8 S 4 BY MULTIPLYING SPACING SMN ON SCHEDULE BY THE FOLLOWNC FACTORS. _ - - _ - 14 105 7 33 a5 - - 11 63 53 J3 33 - - - REDUCED SPACLYG OBIAIHEO tNSNO fA-f03 9t1t1 1107 QE LESS 71VN YI,7YUN APACING INDICATED FOR EAI H ANCHOR TYPE. t3'-0. 14 12 - - - - - - 14 n3 75 It 5 _ _ _ T2 9 e 45 4 - - - FACTOR 03 & - - - - - - 10 75 5 A 3 - - - 7.5 33 4 1 3 - 7S e5 - - - - - - 12 9 6'4.6 4 - - - 95 7 3 4 _ _ _ _ MGE TAPCON TAPCON FU A17V OLOG ALL PONT SOLID SET SLIDE TAP W/CAP TAPPER+ Ns A. - - - - - - 13 93 63 S - - - - ns]3 5 4 - - - - �/ 0f2 C4C7ANCE TNflEADFDRM TLT]WOLOGT M2L SPACOI6 14'-O' 1�12 - - - - - - 14 t05 7 S5 - - _ - 1i eS S3 45 = - ED. IAN.SPACING-3' Y5L SPACING-3- NCH.SPACING-3 1/2' LO.SPACING m 3' 3 3/4' 4' t0 7s - - - - - - s i 45 is - - - - 7 3 u 3 - - - 7 V 8 D Pomo + & ram m4tt2 Etmc roonED cm4cREte& POURED zNc uiE t ETANED HSE��ftaoc 19 e - - - - - - it 8 55 4Z - - - - 9 a3 43 - - - - - W CONCRETEAIN ,SL.� w, 1/2'EBL Fn.z t/I CONM�EMOCK 3 �NCRETIE � EN,FM.3 1/Y EA-2 1/I 73 1s3 10 ss - - - - - os e s ^ - - - BLADE WORKING 3' 1.0 0.90 1A _0.78 1.0 ON t.o 15'-0"9 ISS 6:r { - _ _ _ _ a3 6 3 _ _ _ _ _ 2 1/2' - 0.81 1A -"-.. - ...__._... - 0.67 1.0 to - - 03 a S - - Iy3 e 4 - IN UNISON♦ 2' 0.71 7 - - - - - - 13 63.55 - - - - 9 05 4S - - ..._ 0-91 - - - 0.43 - 15`-0' 11 - - - - - - - 23 O5 6 - - - - - 10 73 3 - - - - - OSS l 0.33 B a 6 4 6 4 3 - - 7 5 - - - - e 6 4 - -1- - - RONA I1JILDING CODE(Kon High Velocity Hurricone Zane :TIQ/7% 0 20)5 EASTERN MCIAL SUPPLY,INC. _ //�� BERTHA HVT>w 'pENSF''9 ' 4� Accordion Shutter System -TIL E C O I ro C. A.S.S.M■ )LV.RADE#1 W/OR W/O KV.WINDOW RAGE American Shuffer Sysfems a „Y,9 DTT oB,„B. M. gjATE OF TIWT TESTING&ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/13/15�1! E 4/13 15 oats x.9.35a 5:.sa.3w.YfBSaL rah7rP7e5,FSDRaA 331 4268 Westrocds Drive x Ph-:(SDS)e71-1578.Fac:(305)871-1331 1 �•'• .... 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