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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Pagel of 2 f Cl •� � � � �k"1���� � t� lit��... 5 -A i.».' ,tk .'yJ,; Ar..u•+�4 a `5'dT -_e$r .e'a�., Fan 1 r t t eV t.bildd Deprt envf Scis Home ;log to ; user Registration Hot Topic ` Submit Surcharge Stats&Facts ; Publications ; FOCStaff DCIS Site Hap ; Links ; Search Business'-D� Professional Ys�� UE°aPuet °"a' Regulation P+odnrt est+nrnvnl etww>Prnrincl nr Anelltalk+n S.�Trrh>AnnFcn 1 List>Application Detail ^e '- FL 8 FL389•RS Application Type Revision Cade 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)209-6263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emau Category Shutters Subcategory AccoMlon Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer JA Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tlifit,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 John W.Knezevich,PE • validation Checklist-Hardcopy Received Certificate of independence Ft,38c, P5Ctrl t{V ACCpnt}IQN Cl y[,t,-Nltv_H..,nf Referenced Standard and Year(or 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 http://www.floridabuilding.org/pr/pr app_dtl.aspx?parani=w(iEVXQwtDgvYYHH2vJvx5... 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 0 Model Number or Name Description 389,1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and No0-HVHZ -Drw 15.OB6 bottom)ror storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL3&P R9 11 Asti:A.11,1f Dr%VGj5-0s6 nr1( 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 Level'D".Max span Is 12'-7"for 35 psf positive Ft.3F'.9 R8 AF A.S.S.A.INC. P,F R. DRVIG 15a?S6.rid! ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,S'-2'for 110 psf ASD load for HV3 blade w/o window blade .and W-11'for 62 psf,9'•6"for 55 psf HV3 blade w/window blade working i in unison.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" for+64,-64 psf.See sheet 5 for otherspans and ASD pressures. 8 .2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ-Orty 15.08S bottom for storm rotectlon Limits of Use Installation Instructions Approved for use in HVHZ:No F0,j;9 RS It A.S.S.A,,INC, ORWG.15.085,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 level"D".Max.Span is 16'-0"for 30 p.s.f negative FLW) Pa AE A.5 S.A-INC. P.F.R. 0RWG.:S-pfi5 Hv txir ASD load depending on centermates and locking rod configuraated tion for the Creby Independent Third Party:Yes HVS blade,8'-0"for+64,-72 p.S.f.load for HV blade for Keystone mountings 7'-0"for+75,=75 p.s.r,for metals stud mountings and W-0" for 110 p.s.r,for HVI and HVSA working In unison.See sheets 7,11 and i20 respectively of Installation drawings for other spans and Pressures. _ 389.3 Bard-HV Accordion Shutter-COMBO. Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)-Drtvg 15.084 bottom)for storm protection Limps of Use Installation Instructions Approved for use In HVHZ:No Ejjn_q R8 If A.S S A.INC 0A%VG.15.084.n(It 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 Othar.Large missile.Max.16'-0'span at 30 p,s,f ASO load for Blade 1 R4 87 P8 AF A.S.S.A.INC. P.F.R. DRWG 15-0a4,00 and 18'-0'ytar Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes res dvel ! Contact Us::1940 North Monroe Street,Tallahassee Fl 32399 Phone:850.487.1824 The State of Florida K an WEED employer.Copyright 2007.7013 State of Florida,::PrWacv statement::Accessibility Statement::8eh11 d 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 mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487,139S,'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 emalls provided may be used for official communication with the licensee.However email addresses ate 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.5„please click licit.. product Approve)A—pt.: M .evurit vr�:tuut it 1t c.l1i http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDq vYYHH2vJvx5... 7/16/2015 GENEML NOTES I.BEH �ONSHUTE SYSTEM SWM 04THIS TTN DOCUMENT (P. OHAS B RED FOR COHPUNICE 01 AO04NCE WITH THE 2014(Slh EDITION)OF THE FLOR.DATSE TOSTSNTESYSTEM SHALL NOT BE INSTALLED VELOCITY HU) CANE ZONLI, DESIGN WIND LOADS SHALL BE GETE W40 AS PER SECTION 1520 OF THE ABOVE YEA'i16HE8 CODE.FOR A BASC WIND SPEED REDURED BY THE JURIWVIGN MERE SHUTTER NS.L TABLE OF CONTENTS BE INSALLED WITH A DIRECDONAIJIY FACTOR Kd-OZS,USING ASCE 7-10 AND MVLL NOT OIC®THE MAXIMUM(ASO.)DMGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 14 19&20. IN ORDER TO VERFY THE ABOVE C04MM ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FORT REDUCED TO ASD.CESIGH KIND LOADS AREA•1: HV BLADES(1)k Q(1 BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(ASD)DESIGN PRESSURE RATINGS NDXAED 04 SHEETS II THXU 15, 19&20. ,GENERAL NOTES SFEET 1 IN ORDER TO VMFY Tta CWNPONENIS AND ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS IM USED 14 THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSE.HMEVEt A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS 44 WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTWS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERAED IN ACCORDANCE MTN SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 36-44 AIL REPORS: TYPICAL WINDOW BLADE&WINDOW DETAL SHEET 4 -IN BLADE(D /0214.01-03.10715.01-LL3•11004.01-05./1214.01-05.10317.02-06./0609.01-10 AND/0210.07-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND AMU E-1886 AREA : HV BAD (1)AND HV WINDOW 13LADE Q AND E-1996 STANDARDS(FISSILE LLYEL D.WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE OWERE APPLICABLE) -HV W41OO8 BLADE 0 10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILZ LEVE!,0.WEND ZONES 1.2 3)BASC PROTECION ONLY ANO 1 0725.01-88 A5 PER TAS 202 PROTOCOL YYPICAL SHURER ELEVATION&NOTES ON LOUIS SHEET 5 INSTALLATION DERAAS A-F,CONCREIE/BLOCK SHEET 6 2.W BLADE(D AND W VnNDOW BLADE® AGE ENGINEERED TO WORK IN UNISON MTH EACH OTHER UNDER THE GEN'3LN.UUMATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.Y.ACCORDON PRS(HIV SCREVS.USED AT SWU KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS STALL BE 114,275'AND/14X1.75'RISPECMUY,410-Hr MINIMUM SERIES CENTERMATE DETA'1S IN SHEET 8 'SrAINLM Sita SCREWS WITH 135.0 Fm YFDD STRENGt1H ANO 180 ION T-EHS E STRENDM.PNS SHALL BE COATED VRI BERTHA FN OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DE7Afl5 HV SHEET 9 COATING APPLICATORS.REGISTERED WITH ALEICAN SHUTTER MIENS ASSOCIATION.PINS MUST BEAR THE W MAROXG ON THBR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHW.L.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS MOICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 606746 ALLOY IS 30.0 kA AND 35.7 I:.:N FOR END CONNECTION DETAILS 1-6.CONCREfE/BLOCK SHEET 10 6005-15 ALLOY. F4WOMUM SPAN TABLES slim 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL Sat_`VS t0 BE STAINL'35 57ELL 304 OR 316 A'3 SERIES OR CORROSION RE95TANT COATED CARBON STEEL A5 PER DIN 600IB WITH 50 ksN MIL YIELD STRENGTH AND 90 ksN Fm1 TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SLEET 13 AND SHALL COMPLY W/FLDFVIA BUILDING CODE SECTION 2411.3.34. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 C.DOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AS 304 OR 316 SERIES STAINLESS STEEL WITH Y.W MBNVUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOUDMNG SLEETS FOR'ANCHOR SPEC3nCAMOMS:W BLADE(D 12.13,14,15 AND 20 INSTALLATION DETAILS M-R,WOM SHEET 16 HN BLADE 1)&0 W)DIIONC IN UNISON; 12.13&15 INSTALLATION DETAILS S-X,WOW SHEET 17 B.THIS BERTHA KY.ACCORLLON SHUTTER SYSTEM BEARS A U.S.PATENT 1G779,582-COMPONENTS OF THIS APPROVAL ARE COVERER.IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 LMED TO EASTERN DID CONNECTION DETALS 7-12&X,WOW SHEET iR METAL SUPPLY.Dr- s.IT SHALL TIC TIE RES'ON9fIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WIERE SHUTTER 15 TO BE ATTACHED 70 INSURE PROPER ANCHORAGE CC R&MOR TO SAE/GVAX AREA 3• HY WINDOW BLADE 0 ONLY ALL SPJTMR COMPONENT£ICES WKK]H REMAIN,THRU FASTENING IN CONTINUUMS COM/&T WITH THE BUILDING TO PREVENT WIND/FM(TRUSION. TYPICAL SHUTTER ELE1VATON SHEET 19 10.EACH UNIT MUST BEAR PERMW04T IA IEL FN IB A VISIBLE PLACE WTRI WARNING NOTE DURING PERIODS OF HURRICANE M"IRGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD CETarwcs AND ENGAGE OR LOCK AL Iry AND No LOCKS AREA 4: HV WINDOW BLADE(7 ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE IDCATID ON A RFADTLY V61BLE LOCAMN AT ACCORDION SHUTTER IN ACCORDANCE MRH SECTION 1710.8.3 OF FLORIDA 1MIDLNG COOS ONE LABEL.EARL BE INSTALLATION DETAILS. META STUD WALLS SHEET 20 PLACID FOR EVFRRY OPENING.IAmu,43 TD COMPLY W7iH srcnoN 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDON SHUTTER SNSWS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THOS DRANTNG PLUS ANY BUILDING AND TONING REGULATIONS PROVIDED BY THE JWMDICnDN%HERE PERMIT IS APPLIED TO. lA(a)TdS P.ED.PREPARED BY THS ENG NEM IS MGIC ANO DOES NOT PROVIDE MWMIATION FOR A SITE EPWFIC PROJECT;T.a WHERE THE SUE CONDITIONS DEIMTE FROM TARE P.ED. (b)CONTRACTOR TO EE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATrON INCLUDING LIFE EATERY OF THIS PRODUCT.BASED ON TNS P.FD.PRDWDID HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON HOS DOWM7T.CONSTRUCGON 174E AT SITE IS THE CONTRACTORS RESPONSIBILITY. (a)nes P.E.D.WILL B_CONSIDERED MAUD IF ALTERED BY ANY . OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROIECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MLL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND MED HALL BE RESPONSIBLE FOR TIKE PROPER USE OF THE P.E.O.EHGMIZER OF RECORD,ACTING AS A DELIEZVE6 ENGINEER TO THE RE0.ENGINEER SHALL SUBMIT 70 I=LATTER THE SITE SPMFK:DRAW:NM FOR REVIEW. (c)ORODM P.E.O.WALL SEM THE DATE MO ORONAL SEAL AND SG+AIURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CME(Ban High Velocity HUrricone Zone tpAA`�'(�{;r1.TIj4,,,, ®2015 EASTERN METAL SUPPLY.INC. r` ticf%( '��lvyBERTHA HVTM or- ZTM��co ,Nc. ■ ■ Accordion Shutter System % A S S A FIV.B."#1 W/OR W/0 FLK Ni=N MADE Amer(can Shutfer Sysfems N VEWWDaN DATE DRAW Of, u. TILLIT TESTING& ENGINEERING COMPANY TFOF TH' Association, Inc. 1 OLD 11-192 4/13/15 DATE- 4/13/15 ar5 N.W.sea a.s1.105.v.EWA Y 305)8 nay Ss1 Pnona:(sos;27,-1570.ra.:(3o5�7M-1531 t Pal We each, Drive 2 DRAWING No �'i,S''•A•, tT \NS. 4^1r' 000671 West ?Dim Beach, F1 33407 s WALTER A°ID�UT• .PM 4 15-085 11CURE/DATE nrna u 1.4167 5 SHEET 6 1 OF 20 r•raR Taos+nASt® „ VAwEs isle 1 491' ��'q i � 6'� �• o 1� 4(S o 4,1157- 1.999 • C (b)HV UNIVERSAL FLOATER • 5 HV 91'/18(• STARTER COVERED UNDER US PATENT yV 5458179 :QUALIFIED FOR USE W/ NV DLADE t(� HV BLADE T HV WINDOW BLADES 6005-76 ALLOY AND TEMPER QUALIFIED FOR USE W F1V 6063-T6 ALIOY AND TEMPER 'SEE WArTATIONS OF USE OF BLADE ON SHEET i9 BLADEL . ® 6063-T6 ALLOY A TEMPER 174' 6063-T6 ALLOY AND TEMPER Zl!� 71' 1� .670"3.5%, -!. •oI HV ADJ. ADAPT R W/LI� ` 12 R 1375' 007• };Z26• - 9-Wr G9-�8R-il5E-P�" .9zo BULGE 1 HV WALK—OVER TRACK ADJ. O QuauFIFn FOR USE w/ HV 9O HV FRENCH TRACK 6063-T6 ALLOY AND TEMPER BLADE 1 OUALIFIED FOR USE W/IN 6063-T6 ALLOY ND TEMPER SLADE0ONLY. � HV RAINGUARD BLADE Q 6063-T6 ALLOY AND TEMPER QUAUFIED FOR U E W/HV 6063-T6 ALLOY ANO TEMPER UVARE1 +.93r.• BLADE tl VARIES 1.4W 6063-T6 ALLOY D TEMPER w 670s ZIPr. 11 HAKCT.I.PDR1111P EILINQ HV HEADER/SILL i@ HD CEILING HEADER/SILL O iLY, OUALiFlE0�603R UaE-TSIOW/zFiyVO iMADE ONLY QUALIFIED FOR USE wJ HV B�aDE� - 14 HD WALL HEADER SILL 7f SEF. SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/iN 6063-T6 ALLOY AND TEMPER 6063-T5 ALLOY AND TEMPER BLADE(J)ONLY. 6063-T6 ALLOY ANO TEMPER COMPONENT A 8 T1 T2 XMN Y,OIt , 2• 5•MAX.±0.,92• 0.192" 1 ,FIDE ANGLES 20 CORNER POSTS 74 2.5" 7•MA7L o.,s0' 0.190' QUALIFIED FOR USE W/HV QUALIFIED FOR USE w/Iry ALUMINUM ANGLES G � BLADE AN QUALIFIED FO�USF.Yl/HV Y. ,C� 11 BLADE i 6065-T6 ALLOY AND TEMPER 6063--BI�LLOY AND TEMPER 2" 5'MA%.�0,139• 0.131' .6063-T6 ALLOY A©TEMPER !!! ROMA.BUILDING CODE(Non High Velocity Hurricane ZOne p.TlL(�TJ. 0201 EASTERNMETAL sDPPIr•Ric. P� ��GENSF ,9 BERTHA H TM /7il E C O I■ A■S■S■A►■ Accordion Shutter System N.v anDE gt w/at w/o ttv NiNDI7N RADE *= American Shutter Systems Da�nw DATE Drax, Rr. ML *; 4.1/.V = TICCIT TESTING & ENGINEERING COMPANY SLATE Df 'c� 9353 lac 3U,u.s<,3ee WWW G.S=•rto all Association, Inc. 1 D D 11-192 4/13/15 WL- 4/13/1s �� Ptxi,r<(305)871-1530.rQ:(30r;97r_ts3i 4268 Westroods Drive 2 DRNNING No LOEttO •^�=�''�oOCv1 West Palm SCOCn, FL 3'iUl 3 15-085 ,,,v WXTTR A TCLR x.PX4 F.E. J"iti�/rdfit�st'♦O�RE/OniE FLOROA U-0 44:67 5 SHEET 2 of 20 ,.060' 9' x376• �5. 1 a'-10.1 //4•-70 n/.'T f 31' /FM SWSIV'101 IIOV.STC OtW31 I)MCI 0 6N11D PA1Rm 71Pr1DL0�PID — .74r 43238L!=CRTOEA ♦ _ o _ , e NLTO(0404 10 11E RATm) 21 HV CENTERMATE s. Ic 323 E"'1 +aa nt OUALIFlED 1 & ONLY e t^� ® HV EGRESS LOCK 6063-TB ALLOY AND TCuaCR ® IED FOR USE W/ HV BLADE 1 & I ONLY QUALIFIED OR US-c W/FIV QLAllFlED FOR USE W/ HV 6063-T6 ALLAY AND 7ENPER ® HV CORNER CEITERMATE BIDE &®ONLY. BLADE UI &(9 ONLY. WAUFIFD FOR USE W/HV BLADE 1 ONLY ?B74 772 6003-TPLASTIC HEAD 6 ALLOT AN TEUPCR 18" o 2. uolnrn ro ' 4.45' SC11EW n 2.079' 1.753- �VA'AFTIR RMEONG 1/4"9-20 x3/4" eEFDReRNETv+c S.S. THUMBSCREW 1/4"16-20 RIVNUT* *soca 94"AU"HJN l202-T3 Turn)LA=F Avice no, <F I--•ham TJ sKw h rsw.PARr)(;820.As umuFA Rim fiY AY0L4 "^" " FRMIT II£JA70N HV MALE "T" LOCK CENT AT ! 4•x6 CHOW=razr+.PARMPPDYr,to.IDM a7M4 OR EOUA. HV "T" LOCK HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE w/HV BLADE 7 ONLY HV FEMALE "T" LOCK CENTERMATE QUALIFIED FOR USE w/HV 6063-76 ALLOY ANO TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/HV BLADE TOONLY QUALIFIED FOR USE W/HV BLADE(t�ONLY wr/HV BLADE 0i ONLY. BLADE Q7 ONLY. 6063-76 ALLOY AND TEMPER 6063-TB ALLOY AND IENPE �,�1_r,_1 t stf• .0 •'TNuu6rURN 063• CYLINCER OR .214'' •0`+7 ABY. ( _ � PTY CYUKOER 2U' 5• 0.875•MkI t.125'U- 3� HD CE14TERMkTE WZ o0 6OCKING RO iFZHD TE 6063-T6 ALLOY AND TEMPER OUNJFIED FOR USE W/HV BLADE(1)& R 't'�QVALFlED t FOR USE W/HV BLADE & 1 , HD CENTERMATE'S INSERT 6063-TG ALLOY AND TEMPER -i yAR:FS,t2•Nal. OWILIFlED FOR U5=W/ HV BLADE(j)& 1fj t/a' »ss taR 3/a0-te t.t 6063-16 ALLOY ANO 7ENPER 1 I >T1uM9Nt51 X[tY,7NV3vt1^itA(YS 1 ( � t1J2• D° - 6A KLY •I_--�"�13tS ^5 L'_.-.._- 1 Nin GY1RiDc�t 1 '- 1.76•Moa, LOCKING ROD '111/40 �4 0 QUALIFIED FOR USE W HV BLADE(j) L.373'♦ / O 114" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCxS SEIZES 2333 Noox DOZY Locx !� 6063-T6 ALLOY AND TEMPER (� HV 3/8"0-16 ACETAL l � 1,)5 INSTALLATION WILL REQUIRE A 7/16' HOLE ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/HV BLADE 1U& IA DTTSSIILED AT TRACKS FOR PROPER EA(BEDM'NT QUALIr-IED t /Y BLADE Qi QUALIFIED FOR USE W/ KV BLADE TQ FLORIDA BUILDING CODE(Ron High velocity Hurricane Zone Iz, ..".If d 7i� ®2015 EASIERN NET/:. L* SUPPLY, ,O. .......... 9 I BERTHA HViM a # IShutter �mLECOIHc. A.S■SA■ HvM1W/CCRW/O KV.WDONB ,/ o= American Shutter Systems Lv ' 6 Tft CA7E DR0W Br: ILL *'•'!Sj O� �� TILLfT TESTING & ENGINEERING COMPANY Aeg�PoiTon, Inc.• t OLD 1 t-192 L/13/15 OUE: 9/13/15 �' P r a3ss N.w,3ft. ..303.Vv1c:,:�CHAD .nnRQA 331 xAs ciatTe d6 Drive i._ A FL��1�;��? Phan:LJCS)8)1-1s3O.Ftrt:(303)071-1531 FF'•p-••...... `` -n,o3:sas�oo:a.wm West Palm Beach. FL 33407 3 DRAWING do $Oj. .F'... .•`�` ED-DGC0719 15-085 $f ul R ,INP• � �t04 TIUST 4'67 L4_1 • sIT� S k c Er P.E. SEAL/SIGMTURE/DATE e 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV Q HV GSA 3/6•°+�t I2 u1N. cE dt TO BOE P' 625' HV BLADE 1 �1 i : ® HV BLADE 1A \I ; NJ ptec2rrN BLADE .as2s' .0625 .oszs' II• a BtAOES •0 oPERIN HV LONG RECESSED NYLON BUSHINGo I nJ`—� KNOcxEE � aoa ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER (j)OR® v, i ® HV WHEEL CARRIAGE NSI 302-303 SERIES I `=.4 = 4 ,µ x'02•TSO• K 0.870%3/16"THICK NYLON WHEEL. 3 I -l1 n ^+; 2 TLB•Net - tN vnNODw 0.188"0 NSi 302 SERIES S.S. RIVETS 7 315•e S AAPAIM 03. e37:O0' 4� ETWM4 0625" WOE -M25* HV 1 3/4"ACCORDION PIN W/ 68 HEAD EXTERIOR j {f 3 oaB Emr w �3 3/4* .�yl¢CDt+.r- HV 2 3/4"ACCORDION PIN W/#8 HEAD * � I _o -1 F F27/45 •7-s - 4�4 POLYCARBONATE IMPACT RESISTANT HV WINDOW 4 �a TYPICAL HV WINDOW BLADE h1A L�NQ POLYCARBONATE BY WINDOW DETAIL OOR 0 a or�5R60 tftEUEt+s ©OR O POLYCA BONATE IMPACT RF'SIffANT tyWi IBAYER MAKROON 3103 POLYCARBONATE 1y MIN. RESINS, UV-STABILIZED GRADEOR SASIC HY x4 la B2ADEINNOVATIVE PLASTIC LEXAN 103 RESIN w I J O OR (SEE NOTE 'F ON SHEET 19)•(1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D OR ° I ® ( I POLYCARBONATE SOURCES FOR EXTERIOR BLADE. WICAL SHUTTER ASSEMBLY N.F.& •Iry PIN 11 AT aE2aDHI9 w/aa' ow (2) HV PIN (a MAY BE USED IN LIEU OF(D AND ONLY AT 1sx�loR s EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W HV 0012+ 91ADE•S KNUCKLE. ( acard / 1D 3 (SEE NOTE*FORS=aaa:n Am ora: 9oa1 an,• o.ou m/rt BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. U46 a- 0 REoulREMENTS) -" --' iFn9'S TLSO SSIOMOM ASM DFJB 0,10p Px:• 9,500 P� TVP. i j`I nE10,PD1..S1R01^H AI RIO ASM DM ,2190 Pal 114]0 PaA (3) HV PLN ©OR W/ 1/2" O.D. 1/16"THICK S.S. WASHER 0 = It nnaAm Y 9s ASN OTDO sl9aao wi xB4Om P.1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. boyo !ti .71cmra0 M^M O2s9 a n_aj� ,:n m SHEET it 1 WEL CARRIAGE DETAILP23tS ns z 941:Y� ASSEMBLY LAYOUT L= a'aw-4 mw Dao C-1 C.% 0-1 owns iZY:a. sElr c,armN n rd elm 10407 too 0118 �-�— TIN2C 6 ROP 01 NTD A Y 6M ;392 P•u CM0 Pal. t 071 HV BLADE SOLID (A HV WINDOW BLADE DETAILS `°'="�°°" �°�` ""Y "D'"" am—L F1.NU BUILDING ME(Non High Velocity Hurricane Zone 4`12AV k••t`C!%'r4 m 21 EaslEfsN METAL SUPPLY,INC. = 11 BERTHA INC.M� A. � �A Accordion Shutter System H.V. Ella#1 W/OR W/O H.V.WINDOM BALE • � ��� TILUT TESTING rr ENGINEERING COMPANY American ShuHer Systems tm NJ Ocxmmow DATE DW"a,: MI. STAJFOF ams NN. g 1*a xl w2a�. �,Met""1 AsJOCiafion, InC. 2 OLD 11-192 4113/15 DAT@ 4/13/15 �M rRme:(305)871-15w.FDu:(M)a 1-1531 4268 Westroads Drive 2 cry;�ORID - a c1 0-0'e West Po€m Beach, FL 35407 3 DRAWING He 'rryr JOAiR� C16i 'AF ` wg7ER A.oUO V.Pr, 15-085 A-IRDP.E. 1f61l�k�i�URE/DATE "�t 44167s SHEET a 4 Of 20 �• a (� *NOTES ON HV LOCKS AND CENTERMATES: A D C D ��• Y N 5 T U Y.Y,r�v,ry •`ly'"`l3•®� 1.YAld1tiICIRY CONDITION•1.ONE FN LOCK®of I&SHAM.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ELEVATIONABOVE LOCK mor 2UAY BE USED AS AN�NSIDE OR OP TO LOCK ATTPCHEO TO tT CFMELUNTES W/(21 1/4.0-20 K 1/2'LONG FIAT WAD S.S.M.S.LOCATION OF LOCK SYALI.B£AS IHWCATED ON TYPICAL SHUTTER AT'ON. LOCKS� P TO TWO W WY BE USED 11S Ali INSIDR 80,EEF2 OR OUISDEPURPOSES.U MRIMANCLDCY,E OR FCONNECTION OF OR SECURITY LOOKS O CENTERIAATES 0 OR q SHALL BE AS INDICATED ON NOTE(T)ABOVE. LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER EIT:VATION. FTM l _ 3. OWD ONLY WHEN uWm Al OR LEMITTED lI •LOCKING I' ME NOT REOUIRED AT URRiCANE POSITION,BUT MAY ME.5-0�1 SIS AT ENHANCE PSH ON( NGNFHURRICMELOOKINNG RODS OR AN ALTERNATTVE DEVICE MAY ALSO'*1= 4A Ot{:FM1'LV R ®SHALL OE r—At COfiNER CQRER1141F.5'FOR AVY.SPAN a ANO DTSTA1.lAn�D3N5 AT ANY ELEVATION.HV LOCK or®SHALL BE USED AS AN OUTSICE OR U�S10E IOCf, �E�i ATrAGHM TD T%CORNER caJfeRWATE W/(2) 1/4 0-20 x 1/2'LONG TUT HEAD S.S.us TWO LOCPMG Roos k 6 AT TOP&BDT N SHALL BE USED.LOCARON OF LOCK SHILL BE AS DIDIC TED ON TYPICAL SNIRTER ELEVATION. 1 FIRST Al MEIMTE TO CqUOM WXL4UU SHUTTER SPAN SHUT BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. a } � qPE 5. t 39 ��••.ONE ALTETTNATE IN LOCK UAY BE N LIEU OF HV LOCK or FOR Alit SPAN AND T s 4 ° yt Itl:+TALIAnONS AT ANY-LEVATKIN.AL ER AT, LOLK NAY BE USED AS All INSIDE OR OUTSIDE LOCK.ATTACHUENT OF 1/4-6-20x3/4-S.S.THUMBSCREW TO 0 OR 0 CENIEPoAATES S16LLL BE NAIL W/1/4.6-20.3/4'ALUM. RMiUr AS SHOWN ON SECTION WE SHEET&ONE LOCK SHALL BE USED AT 1/2 OF SHUT1ER SPAN OR TWO T / FJ .r�-ffig C7 C_"s LOCKS AT 1/3 OF SHUTTER SPAN. 6.MANS CONDRiDN i Fr]R OV ■R, .N MURIONS: ONE FN LOCK w �''w®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR NtY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO BB',AND FOR IN�ALLATKIS AT ANY ELEVATION.HV LOCK(8 or®or 0 MAY B£USED AS AN D51DE OR OUTSIDE LOU.ATTACKED TO 0 w 0 SYUUETRICAL CENTERMATE6 W/(2)1/4'-20. 1/2'LONG FIAT HEAD S.S. gE QIp I M.S.LOCATION OF LACK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/0 CONNECTION �_ , OR @ TOP AND BOROM IS COMPLETELY MANDATORY. DETARS ON D r C U i J K L SHEETS TO& '�M:RJU " *NOTES ON HV 'T' LOCKS AND CENTERMATES: OF'CORNER 1 CENTERMATE ONE ALTERNATE IN T LOCK t(�2RINMAAY BE TE IM5(1��ALLED IN LfEU OF HV LOCKS OR FOR ANY SPAN AND 1,o,�on •�7.on.8�w10 3� O L04 0. T LUDESaL�JSING R NFORCUIG LOCKER- VAS STT iOH�'N ON SECTIOAS AN INSMN MC.SHEET B4OCW111CHRNUSrkOHMEXT IN BE 10' I�S I7•(�3��1 +�m --•-- - CONNECTED TO CENIERMATFS®AND @ W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8.0 x 3/3V / -O O.O• WINGNIIr OR W/1/4'0-20x1'SS.M.S.INTO A 1/4'6x 5/8'RM UT. CK UAY BE INSV,LLED AT UDSPAN OR 12' 6 7 oa 6 7 a MAXIMUM ABOVE AND BETON UIDSPM.USE OF TWO LOCKING RODS r9 TDP AND BOTOU IS MMATORY. 6. s;•@Dxr7<D•®-@-@ *NOTES QN HD LO EC CENTERMAT S: �J 1. tDCK wCS�J NLf COMMATFS.•{ W/ ONE ALTERNATE HO LOCO0 UAYBE USED DK LIEU OF PICAL n HV BLADE SHUTTER ELEVATION W LOCKS Qq OR W FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE FD LDCK 0 MAY BE USED N.T.S. AS AN INSIDE OR aLR LOCK.ATTACHMENT OF HD LOCK 0 TO IS W/3 fe.3/8'F.H.SSA-11.AND INCLUDES FMNFORCSAENr 1NSERT�AS SHOWN ON SECTIONS HDS-HYB AND SHEET 10.LOCK MAY BE DMAL.LED AT UIDSPAN OR 12'MMWUM BELOW OR ABOVE 1aDSPAN.USE OF LOCKING ROOS @' IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE On High-Velocity Hurricane ne 0 2015 EASTERN METAL SUPPLY,.INC. A S S A BERTHA HVTM /TiL E C O���. FLV.MADE g1 W/CR W/0 FLV,VANDO,DAX Accordion Shutter System American Shuffer Sysfems wc Dmcme. , DRA"W. Mi TILLTT TESTING&ENGINEERING COWPANT fl: STATE OF c Em K.34—,a.:,,Jw.wr x.caao s norm.v, AssocTction. Inc. , oIn 11-1 92 4/13/15 Dem 4/13/15 %�'• J�� 4268 Westroods Drive 2 Erne:(JOS}8T1-,STp,F. Lxs)aT,-7331 'roc' R '�C� ` .-.D.a:d•'(ec000aleal West Foim Beech. FL 3340: a DRAWING No s'' •... :• 15-085 *15;,s/QMALO ," o g-Isi 4 SHEET P.E. SEAI'f i3!C2Ni1�1RE/DANE 6 5 OF 20 POURED CONCRETE ANVORS CONCRETe (sEE soz oN SHEET 13) m a ar(u E OSTINC ,m 1 OR 'xeuEal van I'(s¢xl®uc dy REOULZrO •'I„TTA EIME9„O ' 0 ".._i EOCE Cs I a sNm 10 rw ' w wpm x ; AiWJCLASS-OetE E> 1 S i AL1Et•'`tAT i - I I 'i i it UpCAilry ERE/UTc3/4'HE%WASHER HEADY1 13 w 15 TDf s�cETas to tY a.c. EDGE s 06 - 7 -�-- (���ON SHEET 13) / APPLICABLE "t( EDGE CF SL.Q' t31GE OF /J; ',i APPUCMAZILE IF W '0• o• APPLICABLE woemPOURED / D, COi)fURM FU7 PfJ'J=CRETE ANCIK)16 'MA=a,9w CONCRETE L REOLLRED CSEE SClO]RDLE ON SHEET 14) -I,I la nwc mRo - ._ ___.._._ Fi.TT HEAD CONCRETE ANCHORS �� POURED REQUIRED ®a� toe RE 0._ a csEe suumuRE ON sT+Tsc 141 It .TRENCH INSTALLATION AUD ONLY FOR UP TD+70,-75 PSF A.S.D. QF HV FLOOR INSTALLATION t Q HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING h FOR SPANS PER HV CEILING INSTALLATION SCHEDULE 03' SHEET'11 --} CONCRETC ANID,ORS �Ta/S--I rw.Srraamn w. (SEE SCHEDULE ON r —�� �-- y lµau wsaw,q O_ RED Slim 15) 'm rrl E7OSRRY..—'y_ I ' FxiSiLVa 7TD4Cl°DIR nffi PUPM 7 t EJGSAW-i aAaxo,m O,SI CVS,—, -�• �� r'TDs]s TuroM NbaAS GL155 , GU`s -`(VI W�}L'Ov S4II„) -_�—OO 3/4•Yt1 n@QWDR O 0• YAX. �D}7 1 ;I I I mi ro�a,s n ) ae rca w t°c-a•sow,ua I r� �I 1 ;r ,/4• ' 1 c.°co•in 10�uma�T I:! I I �Mo. SrNNrt AT nrnr IASIDa71 IGrD , (T*P-)c`s NmE 1r«,sEo„ .,/2• B �• _--. oa Q D.• I I; W /4-HDf - r 3/B I o I ux I I-f is R tri 0 TEx Scm. i 0 19'D.C. 114113/4- HEX HFADJ d �. i'•fR .� 1 R• ,I '�41 r'.. \ SI4•o-3Qi:I4.55 Y" TEK SCREWS O 9.O.C. I 3 __ 114r3/4'SA.S. _ -.._ 1 4• 3 •.• DR 1/4-e••2c ss.Ns. I CONGREIE ANCHORS 1 - _ 6 7 Lir1 0 9-o.a ✓ I�0 I i � I •I;:.•f,'': -us,Hc o .-m N°rs W/NRR a 9.O.C. (SEE SCHCOULE ON S I 2 -7 (••' °•,.•,-, SHEET tt) ^ t 7 a 18 / I .' 2.00 F@L' =TUC NoH SMVCMA4 L Y -a• I p w" (t>EcoR4m / t:DGE F tf���'''\\\ •.1•-• E.D. /J ARAB IFS/a'F.H.S.D.S. r lON, 1 7 O' 1 7/A -CONCRETE ANd{ORS NOTE 13(0) SEE NOTE 13(b} 7. POuRrD CONCRETE (S?SDTEDUIE ON ON SHEET 1 __ ..__..._...._.- CRICONGRETE BLOCK SHEET 14) OR CON CONCRETE--• ON SHE<r i '.'•.'.•+ •.'.••:.• REQUIRED RE CONCRETE ELQ"N a•acziAl. � � � REou1aED �j KEYSTONE MOUNTING INSTALLATION c POURM +^J HV WALL FLOOR INSTA TION Q HV WALL WALK-OVER INSJALLATION —MUM' "'s'•°Qt'""'M'A-.61,-n Pt ON_.RRED —MUM y/Rttx SPAv E-O' GUARD INS KIM THIS INST-LLAT.03 SHALL BE NOTE FOR C2ANOTION OF SECDGN5: •E D.a EDGE DISTANCE REMOVABLE PERFORMED I-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECiTIZADONS ON MEET t3) ADJACENT TO AN OPERABLE EXIT 1 SEE W ADONS Or USE FOR OR ENTRANCE BADE 1A !15HZET 19 INSTALLATION DETAILS W/ (1 HV BLADE ASSEMBLY SUIT a MI LTE t ON. FLORDA BUILD CODE(Non Nigh VelocityHurricane Zone I,AVO'WAY TO SLIT NS AN BE AO0N. A.f!(����y,, G 2015 EASTERN METAL.SUPPLY.INC. ......... . 9° �,�■ /"', � � � ERTi'iA HVTM L > ITL�EC O �p�. , Accordion Shutter System N.V.MADE g1 W/CR W/o KV,WINM RADE American Shutter Systems Drs«v11;,, I7Att QRAW^,Rr: „1. TINT TESTING g ENGINEERING COMPANY o'•, z, E OF 4y„5 N. 6LW 9.b.a05 VPaW A GgOS ROMA 171 Association, Inc. I OLD 11-192 4/13/15 GTE- 4/13/15 ••_ t •• � RIXF:(3M}e)f-1530 (c37e7f-sal 4268 Westroads Drive 2 DRAWIANoWest Palm Beach, FL 33407 3o, ac•- l 5,�A`S�� AC1j1hALRRAT:LD.ie,P.E.P.E. Sc ?/SI;OA RE/DATE ` 4i1b76 SN7 SEE END WALL 10 a 18 ��� LOCKS `i INSTALLATIONS W j 1 HV SEE 1�ES I L6�Rros 9 W S, ate OUT m IN Ewsnas cuss **,wo kSOLADC LACK O TA ruff S VA a`06 s. t/ BLADE W HV CENTERMATES -.M VA O OR SEE END WALL CONNECTION 10•�ce©' ©`®« FEwSTING CLASS DETAILS ON SHEETS 10 a 2S2•.1/8'd'-2' I ®'®ao O9'®n�`O$ 3 1/4' 7• 6 1/2• 7- (wrl-T6 N1DT)ILIAI. .—.._.._....___ ANCLE W/W 1/4Y TAPC08 1/2. 4®•® OPPOSING SYMMETRYCAL aloarss 10 CONCRETE I- CENTERMATES CENJ TES (roP/e01Tou) /10.3/4'SH.s.0 12- WN.SEPARATION t47/10tr/M1 Tuae"I D.C.TIAL L&Cirr. W/ HV LOCK �or� W/ HV LOCK Q or �SCH� MQLfn1') 5 IN�' * 5* �* 3 oNs�E�,a) I 5 (-O * - ©w®oi©.Ou®a10•®°" O nI HVB OU I n lo•�«©•�®•©a HVA © ® O.O O .00CC•YYY® E%iSIiNG CLAW C OO•© O O, en m 6 7 �°8 0^10 /"'' -POURED 00-CRETE OR 6 7 0,6 •7 Si l0•®°"®�®°i ®" / W1xRnE mocN wul �x snrc 'fl'®"�'®°°®'©a. $YMMETRICA 6 7 a 6 . j 1' - s s •®°°0'�"�•� _j 'CLAM 1O -� ---L�� (�OPTI N 0.5.0.6 4- (SEE su�P.e 5 I amu CENTER ES To C.Ass ON SHEET 11 —T — — ®��-- * W HV 6 (WTERICR) ®.® Q9 ©0 1�•�5 ) WEN sFrl aw�ncN To clhSS {/JV'�y m�• (5>E SCHEDULE I N ®ON6L _..ON SHEET 11) (INTERIOR) ------ ---- ------ --- --'-----_ ...---._----- _._._._ OUT � CONCRETE �-- — — 1 v --- ------- ------ ANCHORS 0 1 6.O.C. � —1 — 2: a OUT [_ 6 1/2uax %ACK oUT 5 (MERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \,µip1111NUrrd ®2015 EASTERN LOAL RIPPLY.LNC. ,,• tip a:Tlt�;T✓,,,' BERTHA HVTm Q'. \GEN A S A Accordion Shutter System {{. ECO �wc. ■ ■ ■ ■ HveaaElw/aRw/oKV.N1NXV1RAM k? /�•*± TIWT TESTING h ENGINEERING COMPANY American Shuster Systems oc-VWmON DATE o-AWN er• U� a: STATE DFe>sx Na.34t,s1.5a.M.oxaa¢n cA>an 1L0UN}3, Assoclation. Inc. , oLn 1 t-tsz 4/u/1s au• a/13/1s pr—:(305)871-1330.t,:(m5>871-153, 4268 Wostroads Drive z DRAtY1NG No 4i .F�ORIO�,\G�a�' ° 1 o eeOoMxro t5 est Palm Beach, FL 33407 3 15-085 ........� ALTERn6GOAAU U.//44167E 5 I P.E. `CAI,/,al4i{(pTP1�tE/DATE a SHEET OF 20 RED TE POURED CONCRETE J�OURED POURED CONCRETE OR LOC ` OR CONCRETE OR C04CRETEE .� OR CONCREIE CONCRETE CONCRETE 8K WALL BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED - J—EVSRNG GLASS EXISTING GLASS CON41kTa— i1oXI/2- { — jt' �( 2'Ll0I E%1 W.GLASS �EXIS�G GLASS � '�'['-- •TO cm(SEE !WL SDVAA,1GT `SC EDU E EN SFEET �' -Ass(SM SEPARATIONTD GLASS(SEE Ii FR 8ME pua TD LASS(SH is GLASS(SETSCHEDULE 014 9#ET 1/,G•s3•MAX. OL%FET 19 FOR 1 £BAD ON DANS SUEDTAE GN SHEET 11 FOR 9ACEC IAM (6063-T6)CONT. +Q)41 Q) Ri SLEET 19 FGi 1/Z• 'tiara E�T9 DArViON SW 19 EOR ALUM.(CLOSER I(E�LR;O(WC�A�HTtRADC5(1)a u�fR 9DE1�• --- �a �' `'O"'vOFp) I +usE r oR z'MAx — (AS APPUCA8UE)a2".1/8•.o'-2' ALUMINUM CUP ANGLE-.- - 6soc. I �----- O ( 6 ALLOY)AT 1)pasMIDNEK, f 4 - (2)1/4'0 TAP.ANS ANCHORS TO —Jl SEE DETAIL X FD$� //�� WNL AT 1'O.C.(iaA'fE AT SIDE CONNECTION VJ DR Ly EnNER SSDE OFQ) I DR (A� 1 OR SEC DETAIL X rOR 1 OR TO TRACKS SIDE COLLNECDON �.©•�j.B •� SEE OE ON X TOR d 6•7 v 6 10. SNE CTO TRA K$ .c.�.e-C�•Q�• TO TRACKS .ST s Io.Q�a o�®��•®'©'®. TO TTrAacs + 1�•®-�•�'©•©a ®•�-©•moo•®� �-®a�-ate®•mss o-�-�•®-m•�aa�•� ®Q�-� ON 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL(j) END CONNECTION DETAIL Q 0 F RD7UIRED ON:Y FOR 5PAltH GREATER T�12'-C POURED CONCRE,E OR EX4RNC CUSS CONCRETE 51OCK WALL ATG 4 4 ——_. — REQUIRED 1, 02-S..TO CLASS CLASS(SCE O 16 MN.STPARADCN ) a.h------ ------- rF��7 `7�'' 1f I'M BABE mLBN. 50 A.Q£WI T D -_--- _- ^-___ V ® ti!'� ON SCET 19 FUR ANCHOR 6 _ __ 11 FOR BLADE®;SN t ------ 12* - CONCRETE BAUM0a Q� 12'R.C. rj OR}� . ANCHOR j CEO t --_ - u _ I ___ EO $ R(qOR 2'MIN. 2' AN./ 4 SEE UMIrAT.OHs C{USE FOR ���CLA� y BLADE©ON SHEET 19 @-@-(BOR I@OR@ VIEW Y 5 1 OR � PLAN f DETAIL X !PWRED CONCRETE OR p.©.©-D , •®� 1 �^CA6-?�, sO'O ,tt�� �' TON CONCRETE BLOCS WALL � �•�°•N'J'+LY-©'tiy- REQUIREO L10I ' '®' ©•O•©a©•(J•®°' 1 HV BLADE 0 HV WINDOW BLADE INTO �.�.�.®,p.®.. CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION D END CONNECTION DETAIL© aQ•® FLQfZIpp BUILDING CODE(Hon High Velocity Hurricane Zone ®2015 EASTERN META' SUPPLY,INC. E -, BERTHA 17vTM /7T7107E7C70a�. Accordion Shutter System KV.aanE,€T w/OR w/o KV.utroo+i MAX American Shutter Systems W T1ETCRMM DATE DR."HT: WL 1TLU7 TESTING k ENGINEERING COMPANY OF Association, Inc. s LLD 11-192 4/13/15 1" '&7N 4/13/15 y, STATE� EXS MR.]St 5t.,SL S E,vRDAu GY74TF rlri�t 3)1 I pw (305)87,-15343.r—(WSA71-33i 426f3 westroods Drive 2 : OAAG No West Palm Beach, FL 33497 j is-ass P. Ari N} ' tfURE/DATE FLORA U:.1 44167 s ` SHEET OOF 2 SCHEDULE Bt SCHEDULE2 SCHEDULE it3 MAXIMUM SHUTTER SPAN* 'L+"OR •L-" MAXIMUM SHUTTER SFAN*%+' IMUM SHUTTER SPAN*'L+* '-• ,7,yltaTiCN trr:FND - NOTES.! K0.4 (ft.). FOR INSTALLATS W/ OR 'L-' (ft.)FOR R 'L-' (ft.) INSTALLATIONS &®or or INSTALLATIONS W/ CONCRETE& yr�0 (1)L+:TMOIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V.LOCK 0 or®orF�ey��or R� dr W/ONE HV LOOKS MANSORt' POSITIVE ASA.DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or ONE HV LOCK or or OR W NO LOCKING L-:MAX ALLOWABLE SPAY FOR A Gn'tN NEctT1YE CENEEEWIATES®& Wf ONE HV W/NO LOCK! G RODS / WALL A, B, C.0.E. M, N.0. P. 0, A.S.D.DESIGN PRESSURE RATING. LOCK®W/RY(7 LOCKING RODS®TOP& (S�NOTES t,It)® ODS FOR-.-JIM a MOUNTING F, K&L R.S,k V. (2)PSCOEDil7tE TO[)^cTERar"7E MAXIMUM SPAN FOR BOTTOM SEE NOTES SHEET 7) FLOOR/CEILING G. H, I, 11,J T. U.W&X WALL MIX7 mc5(TOP/BOTTOM)OR FLooR/CEILING: Jn� CONCRETE&WT100 MOUNTING MAXWww CO.NORE9E&YfOGD D,$TAUATWNS V � MAX", CONCRETE & M GIVEN A-pOS1T1UE A5,0.DESIGN PRESSURE AA71NG, 4=CES01 01 DCWN PRESSLFE WNf=/COLING WALL t�� L MOIMRWG DEiERUINE WNIMUM SPAN'L+'FROM SCHEDULE.wlrc uOInmNG IM111C & A'"'c A' NouKras: GIVEN A NEGATIVE A.S.D.OCSrA PRESSURE RATING, n00II/CaUtr M0UHTIK n w.uolaa:Nc DETERMIA'E MNt[uVu SPAN 1-'FROM SCHEDULE. L4 00 L--J t+ PO 1-Qk1 l+ (N t-(N t/ (O t-(IQ IN MAAMUM 51 INTMERO SPAN'LSHAL1. OR MI FOR 30 OR 16'-0' 16'-0- 16'-0' 16'-0' 30--", _76'-0' t6'-0' 30 16'-O' Iw-w INSTALLATIONS pf.TIONS INTO WODD PRESSURE BE LIMITED TO VNIM M FETE HEEDALUDACE SPAN E EQUAL N ME 35 14'-10' 14'-10' 15-2' 16'-0' 35 _1C-10' 14'-f0' 35 15-2• 16'-10' 705 P� AS.D.DESIGN PRLSSVRE RATING. 1,171MUM DI3ERIAINFD SPAN BETWEEN'L+'AND 1--'. 40 13'-70• 13'-1o' 14'-2' TS'-2' 40 /3'-10- IS-10- 40 14'-2' 15'-2" (3)PROCEDURE TO OZ-TEP.MIhE 1.IAXIMUM SPAN FOR 45 13'-1 IS'-1' 13'-4' i4'-3' 45 73'-1' t3'-t' 45 13'-4' i4'-g' i HY CORNER CEf7T63ip11TE/3 MAY 8E USED AT AL COM81NARONS IN BEDWEM WALL MO[MfDNOS 50 12'-5' 1T-5" 12--5- 13'-T- 92'-5' 50 13'-3• i3'-i' MWNIIND INSTAttAMON&LOCKW SPECIFICATIONS W/FLOORfCOUNG MWNTINeS: "g$ _ _ -1' 12'-U' 55 11'-10" Il'-70" SS' '-tf'-1 7l'-f t' SHALL BE AS INWATED CN UWMTORY CONDITION F2 FOR A GVEN POSITIVE AS.D.DESIGN PRESSURE II'-4• 119-4' 11'-7' 12'- 60 11'-4' 71'-4" _ 60 10•-2` l0'-71'' NOTE 15,SHEET S. RATING: t+.6M, 65 10'-10" 10'-10' 1T-I' fi'-11' 65 to'-10' 10'-10' 65 9'-5' 10•-1` LIM,1+X.SPAL7 F7)PL NAIL MOUNTING INSTALLATIONS. 70 f0'-6' Id-6' 10'-9- 1T•-S' 70 10'-6' 10'-6• 70 8•-9' 9-i L2+s W1X.SPAN FOR rLOOR/COUNG MOUNTING 75 t0'-1- l0'-1' 10'-4' 11'-1" 75 10'-t• 73 - 8'-9' 't"t'EBCEPi THAT MAXWUM SFTJFIER SPAN 1+"OR R FRONS. 80 W-10' W-10• 10'-0' 10'-9' BO 9'-10' V-10' '1.-'Atm MA70MUM ASD.DESNG RAG'S.SURE RAJIM FCR FOR A GWEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9,-6• 9"-6' T-9' 10:_5• 85 9'-6• V-6' ACTA'AAMONS INTO CONCRETE OR C*%V?ETE FLOCK RATING: 90 9'-3' 9�-3' 9' 70'-1' 90 9,-J• 9•-3• 57VJ1.BE LIMITED AS PoLLOKS: DETFRFaNE: 95 fl'-0' 8'-9' 4'-2' 0'-10' 95 9'-0" 6'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING LI LW.SAN FOR WALL MoUNRNG INSTALLATIONS. 100 8'-9' 6'-4' 9'-0' e'-7- 100 B•_9• B•-4" LIMITED TO +84;72 P.a.f.AND 8'-0' SPAN. SEE L2-w M.SPAN FOR FLOOR/CEtLAYC MOUNTING _. MOUNTING®ON SHEET 7, INSTALLATIONS. 105 6'-7• 7--it- 8'-S' 9•-4' TOS W-j; 110 B'-4' 7'-7'- 8'-7' 9'-2' 7 70 8'-4' FINAL W XMUM ' OWAME SPAN IS EOUAL TO THE its 87-2' T-3' e'-4' 8'-n' t1s -6•s- T-3• SEPARATION TO GLASS SCHEDULE MM01UM BETWEEN t1+-,-t21',11=AND?2--' Y20 8'-D• W-' W-2' W-5- 120 6'-O. 6'-11' (4) WA TO ANCHOR D SCHEDULE WITH FINAL MAXIMUM 12s r-10' G'-8' ti O' tl'-5' 125 ?'-i0" 6' 8" ALLOWABLE SPAN AND NECATTdt A5.0.DESIGN 13D 7'-8' 6`-5 7-10" s`-1• 130 r-8' 6'-5• WIND ZON MINIMUM PRA cairRE RATING TO DETERMINE Mf"UM ANCHOR 135 7_,7- V-21 r:9' r=9= 135 7'-7 6-z SEPARA170N 140 T-5'� 5•-1 t" 7'-7` 7'-6' 140 r-S• s•-n• ASTM E-1996 145 T-3' S'-9' T-5' T-3" 145 7'-3-3' S-g•__.. �O GS 150 V-2' S-7' 7'-4' 7•-0' 150 7'-2- 5'-7' 155 T-o' S'-5• 7'-2' 6'-9 155 7'-0' 5 1 THRU 3 1" 76D B'-1T 5'-2` T-1' 6'-7• 160 165 6'-f0' V-t• V-0' V-4" 165 r-lo' S''T• 170 679' d'-71' 6'-it' S'-2" 170 6'-9- 175 W-7• 4'-9' 6'-9' 6'-0' 175 6'-7' 1 BG b'-6' 4'-6'.. 6"-6' S'-70' 180 7-6' 4'_6" HV B LA D E 785 785 V-5` V-6" 190 -6' S'-6' 190 V-4' C-5• 195 V-5' 195 6'-3' 200 V-2' 4'-2• Y6'-1' S'-3' 200 G'-2' 4'-2' 205 s'-9• 4'-l' fi'-3' S'-t' '205 s•-1• 4'-1- FLORIDA BUQ.UING CODE(Non High Velocity Hurricane Zone 8 2015 EASTERN{MWETAAL SUMY,INC. I,N,L1N77N,NTAAA B T14A V `••`�'7 4 A;T'LUT`''�� A A T E c o it �. Accordion Shutter System HV.a"#T W/OR W/0 FLY.WNM BADE TILLIT TESTING &ENGINEERING COMPANYeltcan Shutter Systems r, y„K . .* 4737 N.W.3w,St.5w.X3.WWWGM m+rna.0.tRM 35l Association, Inc. I OLD 11-192 4/13/15 pA1E' 4f 13/15 : $ F6onb;(jM)VI-1630,Fc„;(363)971-f Al 4269 Wes(roods Drive 2 DRAWING NO " w f7 a.. West Palm Beech, FL 33407 3 t x_085 ...... E DOTE nDFWALTEuA If 441s y. r15 � 6 SHEET OF 20 MAXIMUM MCt OR+'POC{tSG [int }IEb)QF�()R A t1ti€T FRAM IAF'R"PAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE ORCONGREfEBLOCKSUBSTRATES AID DEM MEGAIK M=Mg RA (SFE RC4INTUG5 C.A d N ON SHEETS a d'n MWE am 1.ANCIMORS TD SUBSTRATE SHALL BE AS FOUZRS: Pam iO'E am Pain 0011 E (A) i0 DRSTINO POURED CONCRETE(Yin.rc-3 Mxi) V WALL S LL MOUNTING Q CEFUNG MOV117INGF(8)FLOOR MOUM)NG -1/4'0 TAPCON HID TAPOOH WITH ADVANCED TH SA"RY TEV4,O1=ANC-RS,AS 1MNUFAC1URril7 BY BU9DOL(lEn."r.' c 9AN -1/4'0 It 3/4'ALL PORTS SOLID-SET A%CiORS.AS DISTRIBUTED Or ALL POINTS SCREW.MT 4 SPECIILTY COMPANY.(Y'at.fe 00 =Iw"MM nrmae IAIY FRESIL E It1/K om mown FF-Mm 9Otc -1/4"0 BLUE TAP CONCRETE ANCHORS Wl CTAP AS MANUFACTURED B1'FLORA FASTENERS 004ECT,INC.(111n re n 2 k.0 30 40 1150 75 LO t20 160 2Os 30140UO4 7S 190 1122 160 RDS 30140 6O 175 1 9O 112011601205 7APCON .PCON OR ADVANCED "1/410 TAPMA,ANCNO$5 AS YANUFACVURM BY PCIIIES Ft5TtT4£RS.Dom..AND DISTROUTFD 4K ALL F41M SCR,�;,'OLS d SPECIALTY T1IRFAO"AVI TECILYG.OGY COMPANY OR AW ODiM APPRVVV LICENSED OR AURHORLTED VEtiDOR REGISTERED WIN TH£A XIBON i SHUTTER!SME]i[5 ASSOCIATION,THC 14 fI 0 D 6 6 8 IA 2 IJ 9 8 6 6 l4 1Z 10 0 B 8 6 a OXM FC-3 k4.? 3'-O' 14 12 i0 9 0 3 6 6 14 12 10 9 a 6 6 E t4 I2 14 9 6 0 6 6 ALL PCiN€S SOLHD-5LT OR LESS 14 12 t0 9 6 D a 6 14 12 10 9 a a b 0 14112 10 19 0 a 6 5 BLUE TAP W/CAP NOTES: t4 12 to 9 6 6 0 T 14 12 10 4 8 8 0 14 12 10 19 a B a 6 A7)1ENIYVY ENBEDYENT INTO POURED CONCH=OF TAPCOK OR TAPCON KIN ADVANCED THRMFTFM TECIONAOGY ANCKM AND TA1PE R4 14 12 10 9 a 7 33 33 14 12 10 9 a a 5 a 1; 12 10 9 8 8 6 S TAPPER# 1{ 12 10 9 a B 6 0 14 12 10 9 8 8 6 0 14 12 10 9 B e 0 AS ANCHORS S F 3/4',AND FOR SIDE TAP x/CM ANCHORS S 7 1/Y. 4'-0' 1 4 12 I0 9 a 0 a 4 4 12 t0 9 a a 6 43[.4 12 10 9 0 8 4 a3 A2)M.NOYW E110EDYEF4T OF i/oro:3/4'ATE.POINTS sam-stT AMawRS SHALL BE 7/8'Dna THE FroNtED GONC¢TE.Na pp12YBEDMENr I4 12 10 9 6 a 0 14 12 10 0 a 0 a &5 It 10 0 6 8 6 43 IND STM'x0 sNAL BE PM)4TTED.1/4'0-20 S.S.MACHINE SCREW USED SiVL BE 1 1/2'LONG WNUUY SHOULD STUCCO D(W.AND 14 12 10 9 73'i 3.5 - 14 12 10 9 a a a S 12 10 9 a T 53 4 + AT41e ar USK fug 1'MIND"FOR WALLS WITH NO STUCCO. /�12 10 9 a e,""6- 6 14 V 70 9 D 6 6 ..S 12 la 9 a e 6 A3 tlraY u1',H[IT t9 5-0. 14 12 t0 D a 7 A - t4 12 l0 9 0 es 5 33 12 10 6 I 5 ' 3 A,3)IN CASE TWV PRECAST$FORE,PRECAST CONCRETE PANELS.PAYERS OR ANY%TNEIIM RE FOUND ON THE 00STINC WALL OR ROM I 12 t0 9 II 73 43 - t4 V i9 6 a 6 4S 12 10 4 a 0 4S 73 ANCHORS SMALL BE LOW ENOUGH TO REACH TRT!U04 SIRUCWI r.BELO:O SAO NAIL nVS HM ANCIORACE MIALL BE AS INRCAtED ON 14 12 93 TS a3 13 - - 14 12 10 9 a 73 03 4 12 t0 9 6 0 43 33 NOTES At1 a A2)AEON,.FOR PWAUAT704S ON'VHNYL$02Ma CH E1FS WITH OR W940M ME7K STUDS CONSULT TAS DIGINEER.FOR 14 IS 10 9 8 6 8 - L4 1t 10 8 e 6 S 12 l0 9 9 6.S S 3s INSTALLATYIN KID ELMS WITH METAL STUDS SEE'Sf=2C t; 12 HN 9 7S Sb 3 - t4 12 1D at5 9�i33 3 t2' a 63 S3 4 3 11 12 10 9 6 a - - 14 12 10 a 03 S I2 10 115 0 0 4 - (B) 1O ETISOHa CONCRETE BUOCiH:(ANDA C-9O) 14 12 6 6S &5 3 - - 14 12 10 6 03 AS 3.5 12 1tl e 7 5 JS s - 1/4'0 TAPOON OR TAPcON WTM ADVANCED TIWADFORY TEDfINOLOCY MCHDR%AS MANUFACTURED BY LT.W.DUIU)m 11 1096 a - - 14 72 10 D S 7 5 4 i2 10 0 73 33 4 3 -114 0Y.3/4'Al P&NTS SaUD-SU ANCHORS.AS Cb7RS3USED NY ALL POINTS SCA'EW,BOLT d�CIALTY cOAL ANY. -114'0 BLAZE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA F/S V;RS DIRECT.IAD. 14 12 10 0 03 4 - ^ 14 12 9 7 6 43 4 - ! 0.S 7 AS 43 3.5 - -114'0 TAPPER+ANCHORS AS MANUFACTURED BY POBERS FASTENERS,ONO.AIM DISTROUTM BY ALL POW15 SCREW,BOLT d SPECALTY 14 12 1a a3 7 # - - 14 I2 12 0 73 53 4 - 14 12 9 T 0 43- COUPAWr OR ANY OTHER APPROVED LICENSED OR AUHHORIZO NIENDOR REGISTERED WITH TIC AUERCM SRJTTER STSTEENS ASSDOATNSN,W- 14 11 T 53 43 - 14 I2 4 7S 33 4 - 14 12 9 7 8 {3 3 14 12 10 9 8 0.5 - 14 12 00 6 # - t4 12 /0 a 6.5 6 3S - NOlf_; T4 12 a3 7 353 T3 - is I2 a i:3!SS"4 3 - i9 S e 5 4 S - B,1)MBN11fUM 09MUDNT INTO CONCRETE OLDCX OF TAPWt BLUE TAT W!FA'ANCHORS AND TAPPER+MICHORS IS 1 T/4'AIM TAP03N T4-12 93 73 tl - 14 12 9.5GA 5 - 14 12 0 6 63 4 - - y17ITM ADVANCED THRFAOFORM TECµiR)LOOY ANCNORS 1S 1�. 13 83 63 5 33 - - 14 12 t0 11S 6 -1- i; 12 8 65 S 4 D'-0w 14 12 10 9 a - - -• 14 ti 10 0 73 43 - - 14 12 63 7 5.3 4 - - 6,2)LINJANY 0430TWENr OF 114 P Y 314'ALL POINITS SOUND-SET AN:}lOft;S SFi4tt.BE pYRRp.Y l 9H{D T}1£=NVM BLDC1;,He 14 113 73 0 4 - - - Tat 11 7 5,5 D 3S - 11 0 58 43 S5 - - - LOIBEDLIE]MT INTO STUCCO SHA1L DE PF7alIF1ED.//4'0-20 S.S.41AL14ONE SCREW USED ST4Ll. I 1/2`LONG YtTAY1,ry STMGOLD StMRXD T4 12 tt OS 45 - fi M BS 7 'I 4 - 14 HOS T SS 6. 43 - EAST;AND 1'FONU M FOR WALLS WITH NO STUCCO. US 63 93 1 - 14 12 9 6 4.5 - - 14 17 7 5S 4S s3 - TO'-O'-14 ti 10 D 7.5 - _ - ii 12 t0 •65 5 - 14 12 6 5 5 4 - - B.3)IN CASE THAT P'RECAS'T STONE,PRECAST CONCRETE PANELS.PAW-R5 OR AIT VENTER BE FOUND ON TEE DaSRA'C WALL.OR FLOOR, 14 1 7 5 35 - - - t3 D3 63 a S - - to 73 S ; 3 - - - ANCHORS SHALL BE LONG ENOUG1t TO REA`.3H THE HAI{STRUCTURE Ot71TN0 SAID WALL FINSHM ANCIGRAG£STI LL BE AS HNDCAS£O ON 14 11 73 Al - 14 115 B 5 4 23 951 6 5 4 4 - 1FCTES 8.7)a B.Z) FOR MSTALIATIf516 CH VINYL 57DRHO OR pF5 WITH OR WTarINUT HEAL SILOS CONSULT TNS(TNGINEFR. Os s 5 - 14 T2 o 53 4 - - 13 10 a3 6 4 J FOR 9NSIA'lADON INTO ETES YHTYH METAL STLI05 SEE SHEAT 2O. t4 Ti-10 - - - 14 12 9 6 4S - - 14 103 7 s5 43 33 - - (C) ANCHORS SHML.DE INSP UED FOLLOV4W ALL OF THE REWUYENO DONS AND SPEG7FTOATIO.NS OF T7£ANCHORS MA.NII'FLTUREA ZS 4S S - 12 9 6 45 4 3 - 9 7 43 3S J 14 10 7 - - - 14 !OS 7 53 A3 -- - - 15 aS SS 43 7S - - (0) SEE SCtMELiUNE BELOW FOR EDGE OSFANCE(Co.)VERSUS SPACING ROATNONSHaa FOR ANCHORS, 93 7 {5 - - 14 115 7S a S f2 9 6 l3 4 i+ 12 iG - - - - 14 12 9 sS - - - 13 10 53 5 4 = - ME DMTAHCf 'S tPAGIKC SI"HED1(IF FOR ANCHORS; IA a3 4.5 - •• f7 a Ss 4 33 - - a 6 4 3 - UkXU Y ANCHOR SPI-XNCS ARE VALID OUR EDGE DISTANCES IMOCATED SCLOW FOR E 0.LESS TPM Dz V41IC.TFD.NED0CE AN"-ITER SPACING 13 93 fib ; - - 03 8 5 4 - - UY WIXTI LYM SPACING'S11,"A'M 0}J SCHEOUIE Or THE FOILOWJNC FACTORS. 9 63 - - 14 0S 7 53 43 - - TI a5 53 43 33 - 1WDl10Ep SPAClR3 08YAalF i1$aYC FA-^TOR 9V.L NOT BE LESS THAN YOAMUN SPACWi ROKATED FOR EACH ANCIrCR Tl/$. 13'-0' L4 12. - - - 14 113 7S 5 - - 12 9 6 - -_7 FACTOR IDS a - - - - 10 75 s a J - - 73 53 4 3 - - ACTUAL TAICON NTD(AONANCDD uL FONT SOLID SET I BUT,TAP W TAPPER 4• 23 RLS - - - - - 12 4 8 43 4 - - 95 7 5 4 - - �D OR EDGE TAPCON TNAEADFOMA tECHNOLOM /CAP e u 9s 6s s - - - as 73 s ; - - FACTANCE .�'` ' 4< It - - - '- 14 103 7 - _ - ti 95 53 43 - - _ E:O. MIN.SPACING+3' M9H.SPACING 3' .SPAI,2NG..3 1/2` Y31 SPACING a 3' 3 3/4' A. 10 73 - - - 9` 7 43 ].5 - i 5 33 3 1- - _ _ i ttv BLADEW CON-=d FOLM o3aen 0MOM a= I MMED CONCRETE a POURED CQW-nTE It KUM iDN7taE m4a1ESE aax 75 a - - - - - it a 55 43 - -1- - 9 83 43 - - OW w' RFT EIl•3 7/Y MX.M-21 3 CONORM�'Oa ED tr UK � X LVL EL..3 I/! EEL.2 1/Y 12 96 - - - - - 9S 7 43 -i" - - - - os e 1.0 0.90 1.0 _0._73 1.0 044 1.0 9 83 63 0t - - - - - 60 5 -4 2 1/2` 081 1D .__.. _.__..... 0.67 1.0 AS a a 4 - - UNISON♦ 2' .._.. 0;71 - - 0.51 7 - - - - 13 65 - 9 65 43 - 1J/4' - 081 .- - ++ 0.43 9S 6 •• - - - 10 73 0 0,35 - 93 RORIDA BUILDING CDDE(Hon High Velocity Hurricone Zone �.TI�(/�AA.,,A 6 20)5 EASTERN NEPAL SUPPLY.INC. BERTf�Y ' rENSe4-4 5 _ HgFw/oRw/oHv NN0YeaaeppS � Accordion Shutter SystemL American ShuHer Systems TT'. VE�7R01T DATE WWI Bt^ 1u CC` THWT TESTING &ENGINA AWG COMPANY STARE OF rim Tau xx.3GA S. ,.av,lwarMOENs,nNN4U 311 ASsoc(atian, Inc, , OLD It-192 4/13/15WE- 4/13/15 --- P1wrt :(3cs)an-t530.Fac:taasla t 1531 4258 Westroods Drive 2 {ORKWING No West Palm Beach, FL 33407 s 1S^�$J f�iF�StONAtti�At` WALTD!A It=:4 P'-. 4 A[�ATURE,/DATE FLOROA uc.,1 44157 b SHEET 13 4E 20 0 C -2 u 200 4 z U j 1 O ca rXr G y� of a ��w a.a.aas O NZ In 6.�1L � 4 NW= 4yl q'M Q L d� 2 u ' 2 j? naaarimnnAarrinnl lnAilotll tIll�ii lr 1611 #i#1411 IAIIfni 11111 z aio ��� enaNnN-0NnrnNn�aY�nn`��r{n»IlNlnli»IIrnlllY iY v� �Nnn NNimNNn NNNNNN YnnnN#v�nN#r#YIN {I I;nnl Imnllnl t INi , 1»t 11�i l luggqY� bC3 rw- nNnn#nN nnnn n.Nn»a nnn�an qn»#N„ NN�YA�N »�In�nr�n»Y YA�N�e i»�1 J zn NL!! �qN n:n nN'»Nn Nnn nNnn nn nnnn»Nman NNnN'n Nin Nn�A NaY nnn�N�n�n�.� F� Wd� � �Nn»tNgNN»nN»N nnnga AN�N»�Nana»»»NO»NN»»N»Nna nn nN Nnmann N#Nn»nNn ~�.• N»ggqNN»Nq NN N»n nnNn»#»q naNl»»ANn n�n�»Annan»nNn»NN»N Nn Nn N{{qm _ LL i$I 1 ~ 1 t nww°�#wlan rn N�An YlIn I ,nl linslllYll l��I llgl , , 111111)ii ( 1111#.11 `"\ ���,,,f' qpqqq nnnnn#nnnnnYnamenNnAwrYlnr`,lll Inl I l!nl l lal i i�l l lYI#1I'�I F•W ��. 1c �{nnnnnin rinnnnn Rnhn�n'�n�nNYn»nn:»Anvyl nAllnnlln}.i In111 m#11 \;• J\• •• • �� Ir6�( iGS J`. 4 6-•y N. hnnh�w nn#nnn#wl^n'anwn^�nn hAn m'a�n�mYw nngnVN'�n YYnh# te lnAlln(11 �•; W AJY[ 8n#wwnnnnlnww#nn n �wnn�nnwNmm�` wn#n A,7NnNjrg y:• �GN 4 ® $n n rnlnnnlnnhn;n nn#n ni wnn nwwwwln nwn nnnn n�wn nm nnio-'�i�n n'�n#dn '�}}}hA•• 'y v x $inn nnnn wr rn nn nn;ninn nn nFnnnnni.n nn nn nnni.nn nn nn nn nn nin nnnn nnjnn ��r,/• �.•-''�J4���'I�jl �n ..Yl In #Il lnitl ll111111111111111.IIIt11111111#1111111ji1 p r}q �11 n - h71111111pN w � o#'an�in�•�itla�iM w".i'� �1f11n11°�IIIn1111111i11111111 i1111t1 , 1111111 a yi r �c•m•a4mm^n Ax•D�•p.NNgAf f�n�`�Y 1 I'� 1 1 A`�1 I 1 n 1 1 1 A 1 1 1 1!Ijl i 1 i 1 I til I W i�piC}I r«a«�.�goPo.O Yq��q{(N�`a � °Emr nn'� •��nnvf�nfl�.1#1 n�g.1 1 1 1 nN 1 1 1 n 1 I �� -wNN^naw•migggaN n(wYmq°afgm »q�y?r.'#nnf YY`A�^YY 11�f'11�a 11 14y1..11�� r ff jj - q �ni -inn ��f1 qq uv�r �..h_i__..q«r#«qce#«ani mnnw»ENnAo r;'naavnn.o1r:I.ilinf2NnrY2n^ QC$««.a1- "1««.«««:! ”«i««.^•�««=«i« ngl�#7,n,.--1 nn e"n,= «VDiv««0Da DID D DID DID«u=««�«a«« ««rtaj�_«qui='nP�aaab�mgaamw aro mm mq qq n�q ammo...mm nm 1�1 a,gmm - mmmmmqmgmmmmmauml I l l l l l i i 1111`1 1 1 1 1 1�1#1 I I I I I r i l i l l l l c�gggnnmm ............. 0@jmlillllill 11 llllllill 44[[ pmggq@o#@@qm mggqqqOqqmm ggqqqOm mWgmmgq mqq m#gllllil , 11111 SP PPWWPWPWbPpaP WPWWAPPPPWPpW WlP P�W WP 111111111 •O la! $oog000 000Pw22O^ga o#ao gm;oPm'eoo'e^000laono 000lom q#oma�^000 eeeq n«««««vvvvDv«««n nnnn« aln ia it k in 7q n io 'o� � is i/ o m io