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HomeMy WebLinkAboutProduct Approval Florida Building Code Online FILE Co, py Page 1 of 2 ��1, i��` ��� '" a '� kk��� ak,•. � kt `r '�. `,�,r}�mresa �, � - ...,gs¢m,,.�,.�.- 1Gtid,i Detyaftmew! SCIS Home ;tag In ; User Registration t Hot Topics Submit Surcharge Stats&Facts Publications ? FDC Stott ; SCIS Site tdan links Search Busines �? n Professional °� product Approval `:'' USER:Public User Regulation �7t1� PnHn�cc nnardvnt bk,n<r>Pfod„cr or Annnr»rion S,,.rrh>Anniirnnr.n t�}[>Application Detail s 6� 55 FIL It a :.- N' �� r Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bteeiey@easternmetaCcom Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Aaordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer `f_- Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida Ucense PE-441.67 Quality Assurance Entity National Accreditation and management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE J€ validation Checklist-Hardcopy Received Certificate of independence Ei.389 p4 CCI itIV ACCQRt31bN Cl NDNHVH .pvH Referenced Standard and Year(af 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?param=wGEVXQwtDgvYY1I1-12vJvx5... 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 (ISummary of Products ........__...._.--,_�-........,._..� FL# Model Number or Name Description j r 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and {Non-HVHZ -Dnv 15-086 hOttom)for storm or Limps of Use Installation Instructions Approved for use in HVHZ:No FL38Q R8 11 A,&S A.IMC. ORWGy;'OS nag Approved far use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes f Design Pressure:N/A Evaluation Reports Other:Large Missile Level''D'.Max span Is 12'-7'for 35 psf positive Ft3B5 PS AF A.B.S A.INC. P.F R rrRffi'C, ASD bad and 13'-0"for 3S psf negative ASD load Ute HV3 blade w/o Created by Independent Third Party:Yes i window•blade,5'•2"for 110 psf ASD load for HV3 blade w/o window blade i and 8'-11'for 62 psf,9'-6'for 55 psf HV3 blade w/window blade working In unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls Is 79'for max.ASO pressure rating of+72,-72 and 84' `s for+64,-64 psf.See sheet 5 for others ons and ASD pressures. B .2 Bertha HV Accordion Shutter-8tede 1 Only- Extruded aluminum interlocking blades retained by tracks(top and j Non-HVHZ•Drwg SS-OSS bottom)for storm protection j Limits of Use Installation Instructions ! Approved for use In HVHZ:No F0$114 R It A.S.S.A-INC. DRtVC.!5-085.ndf Approved for use outside HVHZ:-(es Verified By:American Test tab of South Florida Inc. Impact Resistant:Yes Created by independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D'.Max.Span is 16'-0"For 30 p.s.r negative F1,389 R8 AE A.S_S.A 3Nt'. p F. r b. QRylG.15-rif S tiV_lxlf ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes i HV3 blade,8'.0"for+64,-72 p.s.f.load for HV blade for Keystone i mountings 7'-0'for+75,-75 p.s.r,for metals stud mountings and 8'-0' for 110 p.s.f.for HVi and HV1A working in unison.See..sheets 7,11 and i 20 respectively of installation drawin s for other spans and pressures. { 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FQIt9 R8 Il t 5 S A INCOPYyC I5•iIA4 ruff Approved for use outside HVHZt Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other;Large missile.Max,16'-0'span at 30 p.s.f ASO load for Blade 1 F1.389 91 A.,-2 A.S.S.A.TLI PXA. DRyir,i5-n4.i nYf and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Parry:Yes respectively Contact Us::1940 north Monroe Street,Talfahassee FL 32399 Phone:850-497-t824 The State or Florida is an AAJEEO employer.(;opyri9hl 2097.7013$late of Florida.;:i'rt lVy Stalement o;Accessibility statement::NSjimd`-tar m nt 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 850.487.139S.`Pursuant to Seaton 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 ernalts 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 tuck hen. Product Approval.Accnpts: x'l'UT111'.1111 n ccs http://www.floridabuilding.org/pr/pr__app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/201.5 GENERt9J NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRDOLCT EVALUATION DOCUMENT W,EDJ HAS BEEN VETMEO FOR COMPU NM DN ACCORDANCE VAIN THE 2014(5th EDITION)OF THE FLORIDA BUILDING ODDS THIS AOOORWH SHUTTER SYSTEM SHALL.NOT BE INSTALLED AT HIGH VTIOCNY HU1tRICANE ZONES. DESIGN WDD LOADS SHALL BE OETERUIED As PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REOU:RED BY THE JURISOICTION LW ERE SHUTTER Wx.L TABLE OF CONTENTS DE INSTALLED WITH A DIRECTIONALITY FACTOR U-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXDNM(ASD.)DESIGN PRESSURE RATINGS E MCA70 ON SHEETS 11 7HRU 15.10&20. IN OBER TO VERIFY THE ABOVE CtkOCtgN.ULTIMATE DESIGN WIND LOADS 0 7UNDNED PER ASCE 7-10 SHO.DE FAST REDUCED TO ASD.DESIGN WIND LOADS AAR A-1' HV B Ari . CU BY MULWLYING THEM Of 0.6 IN ODERTO COMPARE THESE W/MAX(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRV 15,19&20. GENERAL NOTES SHEET 1 IN ORDER 70 VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE IN ALLOWABLE STRESS FOR MIND LOADS WAS AM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HON VER,A WIRD DURATION FACTOR C0.1.60 WAS USED FDR VIIUKATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 ATLTL BERTHA HV.RiS. ON SHUTTER SYSTEMS ADEQUACY FOR WIND AND URGE MISSILE IMPACT LOAD IAS BEEN VERSED IN ACCORDANCE WIN SECTIOCO N 1609.1.2 OF THE ABOVE MENTIONED DE AS PER TYPICAL SHUTTER F5S£L181Y 59-44 SHEEP 4 TYPICAL WINDOW MADE&WINDOW DETM. -HV RUDE(D f0214.01-0.3.{0715.01-03,0T004.Ot-05.#1214At-05.f03117.02-06.f06D3.01-10 AND 10210,01-11 AS PER TAS-201,TAS-tae AND TAS-20 PROTOCOLS AND ASTM E-1866 AREA 2: HV BLADE(1)AND HV W1N00w s ATTF Q AND E-1995 STAN6ARpS(MISSILE LEVER.D.WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201.203&203 PROICCOLS LARGE MISSILE (WHERE APPU=14 -HV WJHDOW 6LAOE 6#050.5,01-08 AS PER ASID E-1866 AND E-1996(MSSN£LEVEL 0,MID ZONES 1,2.3)BASIC PROTECTION ONLY AND 0 0723.01-58 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 IWXAA71ON DEEMS A-F,CONCR'EIVEILOCK SHEET 6 2.W SAM AND HN WINDOW BLADE® ARE ENSINEERED TO WORK IN UNISON WITH EACH Mgt UNDER THE GENERAL LNITATDNS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS C-M.CONCRETE/BLACK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14.275'AND#14.1.75'RESPECTNELY•410-Hr MINOCCIY SERIES CSE NTERHATE DUALS IN SHEET 8 STAINLESS SIm SCREWS VAIN 135.0 Aat 11an StREHGTH AND 180 EsE TENSILE STRENGTH.PINS SKULL BE COATED WITH BERTHA LAIC DADROSHLELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERM ATE ALTERNATING DETAILS HHV SHEET 9 COATING APPLICATORS.REGISTERED WIN AMERICAN SHUTTER SYSTEMS ASSOCNTONN,PINS MUSY BEAR THE IFA WRIONG ON THEIR HEAD. 4.ALL ALUMINUM DaRUSIons su-,L.BE ALUMINUM ASSOCIATION ALLOY AND TEUT E.R AS INDICATED ON SHEETS 2 AVD 3.MINIMUM YIELD STREHLTH FOR 6065-76 ALLOY Is 30.0 Ari AND 35.7 lei FOR ENO CORN=M T OETARS 1-6,QTNCRETr.JB� SHEET 10 6005-T5 At=. MA)GMIfM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&SLOCC SHEET 12 S.ALL SC11M TO LIE STAINLESS SiM 304 OR MG A'SI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50015 WITH 50 IW WX YIELD STRENGTH AND 90 137 V24.TENSLLE STRENGTH. I ANCHOR SCHEDULE-CONCRETE @ BLOCK SFiEEf 13 ANO SCALL.COMPLY W/FLDfIOA BUILDING CODE SECTION 24111.21Z.4. CONCRETE SCHEDULE-CONCRETE&BLOCK SHEET 14 6.DOLTS TD BE ASTM A-307 GALVANBED SAID.OR ANSI 3G4 OR 316 SEAS STAINLESS STEEL WITH 35 IN LCIMIJ 11 YIELD STRENGTH- ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS W BLADE(D 12.13.14,15 AND 20 INSTALLATION DETAILS M-R.'A= SHEET 16 INSTALLATION DETAILS S-X,AVOW H'/PUDE Q&© WOOING IN 4^IS#>tt:12, OS&15 SHEET 17 8.1H6 BERT14A H,Y.AxOftOON STRUTTER SYSTEM DEARS A U.S,PATENT 08'779,552_f.OMi'ONfNIS OF THIS APPROVAL ARE COAIRED,IN NICOLE OR IN PARI E0'U.S.PATENT 0568 '4 ,179 ISSUED 7b FJlS7EFtt QED CONNECTION DETAILS 7-12&Y.WOOD SHEET 18 METAL sUMM7PPLr,aNc. S.IT SCALL BE TIE RtSPONST&UTY DF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TD(SURE PROPER ANCHORAGE_CONTRACTOR TO SFA/GULX AREA 3: HV WINDOW BLADE A ONLY ALL SMJrMA COMPONENT EXES WHICH REMAIN.11/RU FASTENING IN COUTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, I TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUSE BEM TSRIAME NT LAS-3.IN A VISIBLE PLACE WITH WARNING ROTE DURING PE IOM or HURRICANE WARNINGS HOME OWNER.TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HY AND HD CENEWAms AND ETY.AGE OR LUCK AL HV mat No Loo.. AREA 4: HV WINDOW SLADE in ONLY 1L.SHUTTER MANUFACTURERS VSEL SHALL BE tOCVID ON A READILY V103LE LOCAMN AT ACCORDION SHUTTER IN ACCORDANCE VAtH SECTION 1740.8.3 OF FLORIDA BUILDING CODE ONE 1A91 SHALL BE INSTALLATION DETAILS•MUTT.SND WALLS SHEET 20 PLACID FCR EVERY OPENING.LABF.UNG TD COuPLY WITH srcnaN 1710.5.2 OF THE FLORIDA BUILDING CODE 12.BERTH H.V.ACCORM01`1 SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WNH SPECS MCATEO IN THIS DRAWING PLUS ANY BUILDING M9 ZONING REGULATIONS PRV TCQD BY THE.IURSOICROH WHERE PERMIT IS AF AJED TO. .13.(o)THIS PLED.PREPARED BY THIS ENGINEER IS GENERIC AH3 DOES NOT PROVIDE INFORMATION FOR A SHE SPECTTC PROJECT:La WHERE THE SNE CONDITIONS DEVIATE FROM TLE P.C.D. (b)CONTRACTOR TO eE RESPONSIBLE FOR THE SaXTION,PURCHASE AND IN TALATON PNCLUDOEG LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.O.PROAOED HE/SHE DOES NOT DEWTE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS ODCLUENT.CAN6TRUCTON SAFETY AT SITE 1S THE CONTRACTORS RESPONSWILHY. OBTAIN PERMITS IN THE STATE OF FLORIDA (N:)THIS P.U.WILL BE CON IDERED MAUD I ALTERED BY ANY MENS, RESPECIFIC PROJECTS aHE�BY A RREGISTERED ASC � EWHICH IEEmFENGINEER OF TARTEeN,: wfOpUS REVICIN. THE PROPER E F TP.E.D.EH TEOF INC DZE,XIEDNGINEERToT NGNEER 91ALL TOITUS UTERTHSITE SCFKav�FOR (e)ORGNNAE.P.E.D.SITYL BEAR THE DATE AND ORIGINAL SEAL AND-+:','NATURE OF THE PROFESSIONAL ENGINEER OF RECCM, THAT PREPARED I. 10 FLORIDA MIDING CODE(Han High Velocity HUrricone Zone ER r1,T/A4j0 2016 EASTERN METAL SUPPLY.INC. vicicec,-�u''; BERTHA HW 0. L E C o I N A.S■S T.A. Accordion Shutter System "�1 _ KY.RADE#1 W/OR W/0 FLV.WNDOW BADE American Shutter Systems N ot , SC=m GR DRu,H DIY: N.L IFS TILLJT TESTING& ENGINEERING COMPANY rfOF - s5 N.9. V..r,GM. ,, 9RX1S,ncia.55, ASsocTCTtton. Inc. + a_D 11-192 a/I3/1s DA£ 4/t3/Is p"'.:(305)871-1510.Fa.:(305)871-1511 4268 WCstroeds Drive 2 DRAWING No p'• �.� ^a'� � West Palm Beach, FL 33407 5 A" '/0 ENG EB 9 ub71� 15-085 ,A\ WALTER A TMt I,.P.E. < N.E. SEAL D� YURE/DATE rLMOA Ue(<167 5 SHEET 6 I OF 20 y -79 MR foow war „ VARIES.09 1.91 •1,81' 4.371 4455' i 1 4857• �_ ..999• 1 HV SOLD BL�R�� 3�HV UNIVERSAL FLOATER ,l 5 HV 90'f180' SrARTER COVERED UNDER US PATENT j 5458179 •OUlLJFlED FOR USE W/ HV BLADED OHV DIRECT MOU HV BLADE UI HV WINDOW BLADE* 6005-15 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-76 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 ALLOY �1 .37 ® LMn, 6063-76 ALLOY A TEMPER 124• 6063-76 ALLOY AND TEMPER •�" 065 'a- 3.5w 2.670' ].956' . J_'%-- .494 1.000' ro 670• 2276' 72 I 642 .,I • .915• A92' 00, '--� — q,07L c7 HV ADL. ADAPTER W/LIP `. �92D S �° u7s' 3.26- '• Aa 'za-u';z••fh'"'� HV WALK—OVER TRACK ADL. eLiDEQ� QUALIFIED FOR USE W/FIV ®HV TRENCH TRACK 55 6065-16 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/'FN HJ 6063-16 ALLOY O TEMPER BLADE(DONLY. 1 HV RAINGUARO BLADE Q 6063-T6 ALLOY AND TEMPER FO t 606]-T6 ALLOY AND TEMPER VAT. 1.9x' BLADE 1 t.9f5' VARIES 1.936- 60b3-Tb ALLAY D TEMPER Mot 7.917' 083' �].. =- o 060• _ , + •..._. 6J0 ' 4 6701 1.606' 6 AA 9701 1 HV HEADER/SILL 11 HV CEILING HEADER � 13 HD CEILING HEADER/SILL ��s'"'�• � I ONLY QUALIFIED FOR USE W/ HV ELADF , ONLY SEE SEC710NS FOR VALDI 6063-T6 ALLOY AND ttuPe QUALIFl-1:D FOR USE W/ W BLADES 14 HD WALL HEADER/SILL SEF. SECTIONS FOR VAUDFFY QUALIFIED FOR USE W/ IN 6063-TS ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 0ONLY. 6063-16 At LOY ANU IEMPER r� f COMPONENT A B t1 i2 z s MAx. r/6 7/a 2• 5•MAX.!0.192• 0.192• SL SIDE ANGLES —i-`N ALUMINUM ANGLES IJ z.5 7 Mu.,0.190 D.190BRI + O 6063-T6 ALLOY O TEMPER EIADE 1 ONLY./ �1 ! 2' S•MA74j 0.139• 0.i3Y 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND I.I. { FLORIDA BUILDING CGDE(bon High Velocity Hurricane Zone 2 15 EASTERN AETAL SUPPLY.INC. �.—._ BERTHA HV-1M 4•:• �tjENSF'•.• �'' 771 E C® I IPA C. A.S®S®A■ Accordion Shutter System FLY.BADE#1 W/CR W/0 ALV.WNXN1 BADE = = American Shutter Systems TILLIT TESTING g ENGINEERING COMPANY y 0=010M wtT orumx Dr: R� STATE DF Association, Inc. 1 j Z em.9.�$I-6t.�.9..RW 4G WOZ.rLO MI OLD 11-192 //rs/Is WE 5J13/15 q pt—:(WS)37- 30 ra:(JCS}671-13]1 4263 Westroads Drive z ! fl0SO": '- '®� lie tR� Was. Palm Scoch, FL 3340`1 3 r DRAWING No Tyro ' WALTER A.TUR Ja P.F 15-085 P.E. S7�'K[Tyro R+. RE/DATE n0R°A L. 14416, c SHEET OF 20 1 4,76• GAM PAWZD 45.--- PAM—.-- ." r 41 - c' rA-r 745' 45 4S ' fW I1 7JS=PHIAL 14-20 DE W7»>�LR"aiDutra PNMLD' tt 3T6 _ ... ,14 7 -���. , LA KVS 1aR3tIE (otrtwE P 21 HV CENTERMATE OUAUf7ED 1 &®ONLY � 2 , " HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER atwOFlEO FOR USE W/ 1N DLADE t & I/ ONLY z S• '- + QUALIFIED OR USE Wj W QUALIFIED FOR USE W/ W 6063-T6 ALLOY AND TEMPER HV CORNER CENTERMATE 81ADE{,7 & ONLY. BLADED&�`ONLY. Q AUFIED FOR USE W/NV BLADEC1 ONLY �- ,,e• 4' 6063-T6 ALLOY AND TEMPER PL5nC NEID MELDED TO 4.045 - SCREW 'rm`-' 7.O7A' 1.753' I - p.._.. _ x160'AFAR RNE11N0 „ 8 `y °c 1/4'�-20 x+ 3/rD�4®_0 RIVNUTx "j S.S. THUMBSCREW 1 .. *SCUM 2F A MWNN(2024-73 ALL"LARX FLMICE 7101 .r SrW MRSaR.PAGr r 0.420.AS IUT.WACIUI=BY AYU& _.I . PLM FRONT 0"ATM V MALE "T" LOCK CENT RE MATE 4 ar�slY TW",PAR:P»R T tR tx 07GS4 at Ecwz UA HV 'T" LOCK HV ALTERNATIVE LOCK -LOCKER-FOR--!T" LOCK CENTERMATE QUALIFIED FOR USE W/FIV BLAOE�ONLY V HV FEMALE "T" LOCK CENTERMATE QUALIFIED FOR USE W HV 6063-76 ALLOY ANO TEMPER QUALIFIED FOR USE / QUALIFIED FOR USE W/HY BLADE tOONLY QUAUftED FOR USE F( BLADE(1lONLY W/HV BLADE ONLY, 61.ADE Q ONIY- 6063-76 ALLOY AND TEMPER 6063-76 ALLOY AND D TEMPEAR' tlD3• � I - �. cYT uucER 2 OR .214'a3 d33 _..,062' .14 CYLIN' t In .545• 9.877'v n. oh 1-i^S'Moa. HD R 0 0 � R C C � �� �D0 o QUALIFIED FOR USE W/ HV BLADE 1 &CA) QUALIFIED FOR USE Wj FN BLADE I & 19 HID , " 6063 4.6 ALLOY AND TEMPER `!+� S r *jK.6063-T6 ALLOY AND TEMPERtr&L-1 TsNw. QUALIFIED FOR USE W/HV BLADE/1 & 6063-I6 ALLO! NDOR VLV DcER LOCKING ROD ,/4'. HD LOCK QUAJFlED FOR USE W/14V BLADE Cl � " " L.375'. 3� HV 1 4 0-20 AISI 304 er REDEN RAROwARE No2tssE LOCKS SMES 2333 HOOK oaLr LOCK. 6063-T6 At1aT ARD TEMPER <'."i'1'iV 3f 13 0-1¢ ACETAL l l " Q p,ltNSTALLATtON WELL REWIRE A 7/16-HOLE U S `SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/HV BLADE 1D&QA DRR1I-D TTM FOR PROPER ELtBfDMEN7 gUAUFlED r , 4 BLAUE� QUALIFIED FOR USE Wj EN BLADE 1Q F.QMDA(�U(�InG CL7QE(Norl High velocity Hurricane Zone \`�,SC`�•,.....•..,,f/9q; 01015 EASTERN NEPAL.SUPPLY,INC. Q; ��GENSF A S S A B o A FIVTM Accordion Shutter System !L E C® ,N C. ■ ■ ■ ■ H.Y.BADE#1 W/at W/0 KV,WNDON BADE j rtY American Shutter Systems N.N,T DCV---.*N Doc DP.aY.N BY: M.L Y( TAt5" TtWT TESTING!k ENGINEERING COMPANY o•. S Association, Inc. t OLD 11-192 4/13/16 DIT, 4/13/15 _.(1Q• ` C'm K.-.41.A.Sia.305.VPC—A Wi X4.6.FUDMW ]I. %� a•—EL13t{S�rs�� In"„:(xs76�t-s3o.F-;(395)971-fast 4.268 Westroads Drive 2 DRAWING No S•...•1 �� - Ad.cnm West Palm Becch, FL 33407 3 W-ER A Tuff 3,.P.E. . 15-085 n,000,LK.r 44T67 5 SHEET F.E. SEAL/SIGNATURE/DATE e 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/sc HV G0 HV 6lA 4WR@ 1 2 TJlBWE r¢P Ce 625• Q HV SLADE 1 =j ? 1 -8 91s•r --"i HV BLADE to - �;l W WINDOW BLADE .0625• .D6?5� 062&• BLADES® HV LONG RECESSED NYLON BUSHING I I n KNUCKLE •e OPENu+i .0a25 i x'1675• Y ® HV SHORT RECESSED NYLON BUSHING ( )HV NYLON HAT WASHER i J` Si30' 4� W WHEEL CARRIAGE AISI 302-303 SERIES _ J //-2 50• X 0.870-x3/16-THICK NYLON WHEEL. CfJ_-1 I I �� N� 2'r/B•eTa+. - HJ vm.•Dow 0.188'9 AISI 302 SERIES S.S. RIVETS SEPAPATION 7500• BerNEEN .062s•�M25• 3 © HV 1 3/4•ACCORDION PIN W/ JS HEAD * EXTERIOR` 4� O?�� 1 t 5 3i0s 9"• =s .7500' ' ® HV 2 3/4"ACCORDION PIN W/§8 HEAD * 7I5• POLYCARBONATE IMPACT RESISTANT HV WINDOW I _ itt� IBS+ TYPICALHV WINDOW BLADE AND - POLYCARBONATE HV WINDOW DETAIL OOR(D s or ®3((SEENOTE FOR REOURiEMENTS) OOR ® I i \ *POLYCARBONATE IMPACT RFSISTANT HV WIITDDW \ BAYER MAKROLON 3103 POLYCARBONATE * is I ( 12•wN. CE RESINS, W--STABILIZED GRADE OR SABIC EQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR4 TO BLADE INNOVATIVE PLASTIC LEXAN 103 RESIN i fttl O OR I i i (SEE NOTE F" ON SHEET 19). o - (1) HV PIN 4� SHALL ALWAYS SE USED AT ALL EXTERIOR ® "!N ; BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR POLYCARBONATE SOURCES FOR 4 HV®HI1DE. EXTERIOR L a� TYPICAL SHUTTER ASSEMBLY N.T.S. •HV Poi 42 OR�AT RBppR w,a�lm (2) HV PIN ()MAY BE USED IN UEU OF 0 AND ONLY Al E%ERIORBLAD � p (SEE *FOR NOTE y FOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV ,D o0J2a S KNatase (SEE maalc aanr ntu ar9t o0o n/1,' 0.0+3�M' BLADE WHEN CORRESPONDING TO INSTALLATION "I,", SHEET 7. og N afolnRE9ENrs) ImX � � S ; I iFtT.E T6➢5:14NCM ASN Uqp 9NR Dat 9.`AO Rs7. iLIXiMV.aiAfN:Of A 141D Am prw L2.'AD pal t14N p.at (3) HV PIN @ OR @ W/ 1/2" 0.0. i/16" THICK S.S. WASHER 0 y � -1. 3w=w .l. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 1 e Fr-nom n r ems. SHEET ® E i rsma uprrr�s WHEEL CARRIAGE DETAIL .Ox0c6 mil,0 3 "a K e4' ... ^EMBLY LAYOUT .Ar[ or awaoe ASN I= C-1 nAn 0-1 Sur—M, a5N 01029 IOW T Vw t STADE$iT ASN 411" IT 6 aN0&t l A.lat A^Y efa C]V2 pA1. Sf W Dal. Cl) HV BLADE SOLID (A HV WINDOW BLADE DETAILS °�"� °� "nm"` °""' 'p.t aw-L FLORDA BUILDItJ6 ME(Non Hi h Velocity H1:rricane Zone lii,!! Q 2015 EASTERN UEFAL SUPPLY,INC. EN Mc _, BERTHA ter ST- T>ar• A.S.S.A. Accordion Shutter System Ky.a CE g1 W/OR W/O KV www aAx • G �� = TILLIT TESTING X ENGINEERING COMPANY American Shutter Systems2�jk OEV.R IM DAC DR"N Br; WL IEOF sus N.W.R-S-- 313,ym—0.Mm ft=A aN Aa3ociOttOn, Inr- i OLD 11-192 4113/15 DATE: 4/13/15 (]45)971-1530.F9.;(So5,�2T-1ss1 4268 Wastroads Drive 2 . t��,`` e.+9t a.aoa9nm West Palm Beach, FL 33407 3 DRAWING NO /ONp�E'l16���`�� WAL1ER A u'J1.PZ 15-085 P.E.'gti 9%RE/DATE aD�u" "16f s SHEET 814OF 20 'NOTES ON HV LOCKS AND CENTERMATES: A 0 C 0 �' / Y H S T u V,9 a •� 1.MgmArow OXOTION ft ONE HV LOCK®or SHUU,BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'TM OR OW 2 OF SHIUTTER SPAN FOR SPANS UP TO 105'AND FOR ILSs 7* ANY ELEVATION.kN LOCK or�$MAY BE USED AS AN INSIDE OR OUTSDE LOCK,ATF=-TO OR 46 I CENTERVATES W/(2) 1/4'0-20 K 1/2'LONG FIAT HEAD S.S.U.S.LOCATION OF LOCK SHJM1 BE AS INDICATED ON OmOQ TYPICAL SHUTTER AIION. 2. IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HV LOCKS �Q .I$0 OR WAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERNATES OLOGTIONt 0 LOCKS SHALL BE AS INDICATBE AS INDICATED ON NOTE ED ON ABOVE. SHUTTER ELEVATION. C/II 3. 12 6 usm g(1WO H.V.LlTacsh LOCWNG RODS ARE NOT REQUIRED AT{tURRCANE POSRION.BUT MAY -- 4 �60>:�0 ,§"'� BE USED IF DESIRED TO ENHANCE SHUTTER PERFO LOCKING RODS Qi OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STALKING POSUION(NON HURRICANE POSMON). Y— '+ 4. ONEFIV TACK SF1AL.BE USED AT CORNER CENTERUATES FOR ANY SPAN a ' AND INSTALLATIONS AT ANY ELEVATION.FIV LOCK( or SK SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED'M CORNER CENTERMATE W/(2) 1/40-20 K 1/2'I=FLAT HEAD S.S.M-- TWO LOCKING RODS AT TOP h BOTTOM SHALL BE USED.LOCATION OF LOCK SHALL EIE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUU SHVITER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. o� AT 0 �- �91f 9 1 5. #1 MUM ONLY FOR W-I CENTERMATES; a �y 3 • DNE-ALTERNATE FW LOCK MAY BE IN UEU OF HV LOCK or FOR ANY SPAN AND INST DONS IN AT ANY ELEVATION.ALTERNATE I=__0 MAY BE USED AS A1! YSDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4-S.S.THUMBSCREW TO 0 OR 0 CENTERMATES SAL BE MADE W/1/46-20.3/4'ALUM. ( { 6 RNNUT AS SHOWN ON SECTION WE,SHEET B.ON LOCK SHWl BE USED AT 1/2OF SHUTTER SPAN OR Two { j C�SLi6�9 v C LOCKS AT 1/3 OF SHUTTER SPAN. �` a9 81 LL4NIIIL20Atf CONDT110H J3 FOR KEYSTONE lNKUMni1O HSTAl1ATi0ALC ONE IN LOCK�a�Dr�SHALL 8E USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR/2'A90VE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I TO 987.AND FOR INSTALUTMRS AT ANY ELEVATION. W LOCK 18 or a MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO(23 Dr 0 SYMUETRICAL CENTERMATES W/(2) 1/4•-2a x 1/2-LONG FLAT HEM S.S. SEE END..... f M.S.LOCATION Of LOCK SHAD_BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/Q� CONNECTION OR(D TOP AND BOTTOM IS COMPLETELY MANDATORY. SHa-TS ON D ! [ N I J K L Y P D A Y Y k SHEETS 10& 18 M•� " *NOTES ON HV "T" LOCKS AND CENTERMATES: VOF CORNER 1 txnanm YOtN-"-'-'- CEWTERMATE g;ONE ALTERNATE tN'T•LOCK 6b MAY 9E INSLALLED IN.LIEU OF HA LOCKS OR 69 FOR ANY SPAN AND 111.51 1`11®AT ANY ElEVA1�NJ.AL TE L1XaC �ItAY B£USED AS All MSME OR SIDE LOCK ATTACHMENT NN�.Y� l�J/ llJJ OF TACK INCLUDES USM.REINFORCING LOCWe.AS SHOWN ON SECTION A,SKEET 9.WHICH MUST BE {Q•k.:J•n(l�j. m I�+ Ij ca ...-___........ CONMECTE:D TO CENTERMATES 0 LVID @ W/ 1/4'0-20. 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' v *wcNIA OR W/1/410-20x1'sS.M.5.INTO A 1/4'Cx 5/8'RNNUT.LOCK LIAY BE WSFALUED AT UODSPAN OR 12• ©��O• 'n®•�7 .�a RNODUM ABOVE AND BELOW MODSPAN.USE OF TWO LOCKING RODS ' TOP AND BOTOM IS MANIDATORY. @-a-TUR ov®.V !l/I Dc s-@ (3�- *NOTES (N Hp LOCKS & CENTERMIATES: 1.HTH LWK �1 HO aEMTRLLATFS/� 0R W�E ALTERNATE HD LOCK(D MAYBE USED IN UEU OF PICAL(1) HV BLADE SHUTTER ELEVATION NV LOOKS Q9 OR IW FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HHD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUT LOCK ATFACWEM OF HD LOCK 0 TO IS W/3/e.3/B'F.H.SSAS.,AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDD N-HYD AND DC-IIIc•SHEET 10.LOCK MM BE INSTALLED AT 1cDSPAN OR 12'"MUM BELOW OR ABOVE MDSPAN.USE OF LOCKING RODS OIs COMPLUMY OF.vul- t on High Velocity Hurricane ne \�A•A��ER A:TI(CiT'�.� 0 2015 EASTERN METAL SUPPLY.INC. ENs�':��':, Y__ BERTHA HV f 0�N�• ��5� "�A� Accordion Shutter System KV aABE#1 W/CR W/Q H.V.AAHMN DAM American Shutter Systems Dlse iRa, DATE 0PADW er YL ST T)LLFi TESTING& ENGINEERING COMPANY STATE OF ;Ct;� gyyy N,Y,Jau�st.sir.JaJ.ua�Jw Q.p,Dptj,narmt u1 Association, Inc. t - OLD 13-f 92 4ji3/15 OIIF. 4/13/15 Pa« :{SDS)BTt-/570.FD.:(3as)a71-tsTt 4258 Westroods Drive 2 '� �''• R{ `� 4- LLkcoOontcan West Poim Beach, FL 33447 s DRAWING No ��''�icSjNNAL G.```��` w1Ea9a regi rta:P.C. . 15-085 �k t L11A rLCTCOA Ik.9 44167 5 SHEET P.E. SFA�r31(iin1RE/DATE s 5 OF 20 PODRm C0.S'C�1E ANCHORS aTw¢vAN :.1. ' O CONCRETE (SEE SCHEDULE ON SHEET til N a= E705RN0 D>2 1 OR `LS 1 I Tp REOt)tRED ^t wmAs w a{n t�x+®TI y Sw IF a Di�otof Ism GtA4S...I rs uaa+ 2 acv,li 3 APF1CABAE EasnwC; 6vDls®aQl 'Y r-'lam so°'�'caAc- ' 1 9 \ aauT lO \ i ALTFFNAT 'I i !�L I ✓ /to.sJ4'ttIX T+ASHERHEADfI w t w15 s7o un, to su EWis a tY o.c. uc£of CHORS 0' I © 7 (SFT satmuLc ON SHEET 1s) APPLt AtnE My/ -71 DRSDNC ; EDGE or--� SLAB IF CLASS--. yvg ff / 1,2 1EDGE OF APPLICABLE stAD F i me�.aalw .o. O• APPLICAME POURTE __-_z `'J FLIT HEO CONCRETE Nt4wRS IV OAM CRE•'{:,'� � ♦ pCORED _._ .._.._.._..0 CONCRETE D' -RED CONCRETE (SIE SCHEDULE ON stiEEf T4) a aeET IV? l OR CONCRETE RED FIAT NFAD CBNCREiE ANU1dtS DA16e)a� RECU1RED D.— D. (SCE SCHEDULE ON SHEET 14) I7 .TRENCH INSTALLATION YAUD ONLY FOR UP TO+70•-75 PSF A.S,D. �F HV FLOOR INSTALLATION t (1)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER HV CEILING INSTALLATION SCHEDULE/3.SHEET 11 awss-; CONCRETE ANCHORS �� VAMIv . (SEE SHEET 15) 1114'aADICK r17Am T IWilIU w f1�I If) I O- i I m Ip 1 1 FUSRNO FJOSIWC EDtSTINO—•y _. iFD00lOC!m 0t iOMFWe ( 1/4- 1 CLASS CLASS -its w •w s »7 ____O � uw.as s.m+m rystm3%{D' [ym�tm o e� UAX 1 I I I -1(725 axnu a t t«To u�AID ncosr77A%z TI I'I 1 I I 11 1W X. L {6'-O•w To E'-0•WY IRLr 1 u I ' FL- 'S ANT AT r1gu rAtTLTd7t IUD 1 ; C1'R.)(IS NOL£SON SN:ET 1, ® 3/d WAX fto.3J4'HEx Ault 3 -� TE�rtR •�.. TER SCREWS 1� 8 0 tz'ox. $ �:1 `•Err'-:... 14x]{ NIX 1:EADJ I (` 1 1�._.... 1 1 I4•hXh7I{•+•5 YS Tp(SCREWS O 9-OC. t $• COIY.REIE ANCHORS 6 7 ] /11x3/4'SA.S. _._ i I i/4' �-iwlc t�vrxD Mrs f( O O 1 i• 012,a�. OR 1/4'6-20 S.S.NS. / O 9-O.C. W. I'• ••.'•,• WJ NUT a 9'O.C. (SEE SCIIETiUlL ONS t _-)' 7 SHEET 1{) I I DZM4/LOLL SmucnmL 1/2- -,t• 17 O 111 z.00'NLN.. WAL TRL(OOARAIDL EDGE OF T.-. £.D. SS33 SAAB /74x3/4-F.H.S.D.S. IF NRL 1 7/6" -I?". / AFPUCAP NCRETE ANCHORS V 9'O.C. - R[ D TE E£SHEET t3(D) D (SEE SdiE SEE NOTE 13(b) '. �E. —..- PCORED E'CN6;RETE WIE ON 071 SHtET t fR/OR-x CONCk'ET£ ON SH cr I .•. O: ...,....� OR EONCRETS BLOCK SHEET 14) OR CONCRETE BLOCK a r WRED REOWREu �( KEYSTONE MOUNTING INSTALLATION " � (g) HV WALL FLOOR INSTALLATION HV WALL WALK—OVER INSTALLATION IST.ul"572 MM P=UT.164'-72,{r RECUYtEO Muo+tal SS..M SP.W-0- MIS UARD INS 1� BE NN=FOR COMR�NATKW OF SEQD%ISEDGE t ROAWASLE W�PERFOSHAILRMS •E. E v OFF:DISTANCE ADJACENT TO AN OPERRXE EXIT ♦`.�IJ4rtADONS Or 1.5E FOR 1-SFE SHEET A FOR TYPICAL SlIUnER {SEE SPEGFT.ATi0p5 IX1 SI IEET 13) OR ENTRANCE �E aN SHEET 19 INSTALLATION DETAILS W f � HV B LA D E 2 NRW:ECSWIS CAN BE CC4AEvtp 04 ANY WAY TO SUIT lNr INSTALLA]HK FLO[ijDA BUILDING Lbs(Non Nigh Velocity Hurricane Zone OV1,�,K N.71�( ',•,,, 0 2015 EASTERN DEUL SUPPLY,INC. BERTHA HVTM ENgF'•.9 A Accordion Shutter System IL E C® INC, i . ■ ■ ■ Kv aonE g)w/OR w/o Kv.www+arm TiWT iF.SAmerican Shutter Systems 1191 0150 OArc ORa1N Hr: N Z,, TATE DE &ENGINEERING COMPANY L ,,'•, �� ers MAL SLL•�a,se.=,vma�A 0,100Mnor,rw MIU Association) Inc. I eLD 11-192 aJi:/Is DATE: 4/I 3/15 Plvose:(3Dsie7t-Is3D.r6.:(Sas)an-,s3t 426$ Westroods Drive a oFvSWING No c •. �' '�c�,� <- I;Vt� 0.a�1 West Pairn Beach• FL 33607 s �`�•,ss�Dr�a�c�,{�` MITER AL VLUI 006771tr.PF_ 4 15-085 P.E. SF 17 SI1;WRE/DATE FlnrzaA u�,i 4+te7 a7�OF 20 SEE END WALL CONNEC ON SHEETS 10 do 18 SEC NOTES ON TocxlnD RR7Sp,W L0013 o® oUT �� DIN—] "NG Gvss INSTALLATIONS W/ 1 HV **'�ALMINATE IN U=0 ON sNnT 5. B"E SMACK OETA0.IM M VAUD TOR ALL BLADE WZ HV CENTERMATES OFNIENYhtES A"UC&'m1 M kAADE0 OR 23 SEE END WALL CONNECTION 10•®�©' ©`®m DDSNNC MISS DETAILS ON SH O•O'©sono'®q I - 212•�,/aa0'-x I O•®a O•®w�•� 31/4' r _...___..__ 6 1/2• 7• OPPOSING 7 ANVAE W/(2)1/4'1 TAPCM 1/2" a ®.® uea«s TO SYMMETRYCAL WNS,ErE '- CENTERMATES CE. RM ES MAN.srrAwnoN j (t,r/eonoN) itc,3/s sNs.o r2' I (4)o1D.1/2sus w TUM OC FULL La+arr W/ NV LOCK :. on 1251 L W HV LOC TO M� AT EAaI ANG.E(M,) (SEE SCHEDULE 5 ' * 5* FIN �* 3 ON s4wr 11) I/ 2, 1 1/2• -C7 a �l 3 OUT d *—� 10•©°"©• ®•©°` HVA HVB ©�®�©•O�®wlo.®3 a HVC -I DUREO CONCRETE OR r-EASIYlr.MASS CONTE ruou WML tooRE a I �s • �,! --------- ------- I----- ^E IsnNG�' ®•® O © SYMMETRICA 6 , Gas e �_.� I N �' NE+.s�ArunaN jr� CLI'SS O CENTERMATES �. ©,®oat�3•®«®,®„ Tacrss 5 W HV LOCK(Z6 ePnaNA1 (� NRI.51PhWncr" �"©•®— .� * M1E.4iaR) ®'®��.©a,�.� 04 sFiE£r 11) �I To CLASS LE WN A 1 OSET 1) I1`/ (�TEI� SR> ----- ----- ------- '--------- I _ OUT coNRS 0 ANCHORS 16"0c., x VARr"S f 0 U T _ 5 1/2"NAC.SLACK oUT -'{{�i1 cEXfER1�Zl HVE ��V JJ HVF*3k HVD CJ FLQRiI}A BUILDING CODE(Non High Velocity Hurricane Zone 1111101 itIlI1 m 2015 E&STMN U47AL SUPPLY•INC. ���,.•���R a:Tt1t/T'%, BERTHA HV,, ` P� Ere ✓'"_ A S A Accordion Shutter System 1 'z I E ECO 1 N c. . . . . IM BADE#1 W/CR Who KV,WWW KAm TlWT TESTING do ENGINEERING COMPANY American Shutter Systems IKx6vnDr DATE Dq*4 or u.L STATE OF :;C; sass N.W.=4•.r<s.xe.M.Vpcw G'mD',rc wu 331 Association. Inc. , . t t-1 s2 4/13/15.a�M 4/13/15 r:(WS)s71-1531 4268 Westroads Drive x �'•. DRAIYING No F1QpIDP,:l�� ® aoOOO x" West Palm Beach, FL 33;D7 3 /FS {� `� -0006719 wALnR A.nUff 3..P.6. ♦ 1 5...0185 1 na+W Lk-/44167 s I SHEET P.E. �2AI,I 1 Ait�t?E DATE 6 8 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE RD CONCRETE REGUfid�a,K•'T OR CONCRETE �K W/LL1 REOViRED BLORETE OR CK�1 REOUOtED BLOCK WALL REgUPlEp / -/—EXISTING CLASS( EXISTING GLASS CONCRETE ANCHO 7 FW, 2"MIN EXISTING CLASS O 15'O.G� !_ �ItNG GLASS ALN,56YMRON 2•Lft MC ASSS(SEE F 181 SEI*RAWI SD*DLLE ON FFkT '� � LCL S7AFMOV EO EO TO GASS(SEE 11 PLR attI OND TO PASS(SEE TO OAS(SEE SacuxEoNF#ET 1/1a-:3•MAX, O+91ETisTae tMUE��� Sam,EONsw 11 1QR MAX 0'%D (ansa-ssy coNr. HADEsmu 0) ON sir ID FOR I/2• 11111 s�1s D� CN FEET IO EC(LOCATE AT R ALUN.CLOSER EEnwat 5K1E 1 ETAaEsO�® AT TE.(LOCATE sTE 1/z ���& T aAm(DIT,0A D Q) OF 4Q) 1/2.MN. •----- ( +use 1'OR z•NAIL I ttD=I/2•SUS.,.. Nno 10.1 16* c ( --- (AS APPLICAS�.2•.1/a•.D'-2' --_- 0 is O.C. ---� _-__--„_ 4 (CM3ALUWNT6 ALLOY)AT mO7AT 4 (2)1/4.0 TAPC0 S AN R OSEE DETNL X FO({� WALL At I.O.C.(LOCATEADE CONNECTION OR I/ En1tEESIDE OFQ) 1 0R l�sEE oCOr x rOR ) OR ToTRACXs ®-©�-a ®. EE ETNLCQhX RSiDE calNRACKS SEE OErA'L x .s.T=a..Q•�• m TRACKS s�T.a ®a no -0.0-0.0- TO sRAzcs t MD CONNECTION3 END CONNECTION DETAIL 4 END CONNECTION DETAIL1) END CONNECTION DETAIL 02 POURED CONCRETE OR A MUIRED ON Y FON WAITS GREATER THIN 12'-0' —�PXC5TWG CLASS CONCRETE BLOCK WALLRECUIRED AIIL SL-.rAPAA01 Jt 1/2-5.0.4. TO cuss(Eff 0 1s .c "M SEPARUO; D� y------ ='='-c- t - -- - - - - - -_ ®cR®bR@oR I FOR ELATE(DNO CO. 1/2'mN. SC!ffALE QE yiF.T // ___________ -- MR a1 FfET"FOR ANCNCR 0 It F"Oe aN1E0Am ®..Y' O.C. _... - ...... ICIN 4 OR@ CONCRETE ..._. ANCHOR c 16, 1/2 RLN. 4 - L7 E ----- N EO $ OROOR 2"NiN. 2'MIT. SEE BI.tCt©AON SHEETS OF 9 SE FOR �CR�OR I�OR�OR� VIEW Y �N DETAIL X L POURED CONCRETE m i OR�' -© ®'�' CONCRETE BLOCX WXL �•�-©•° ©®®- �'®-0•o-a•®- TON REQUIRED ©O ©-©O-®- (}HV BLADE OR 14). HV WINDOW BLADE INTO 0.0 3-0.0.6- -© CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL END CONNECTION DETAIL© ®.Q- FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ®2015 EASTERN NETA;.SUMT,INC. -�--�- HERTHA HVUI _ IIi.IE�-qoura-. A,S,S.A, Accordion Shutter System Kv RADE fl w/CR W/O KV.WNWN IAACE American Shutter Systems T T1LlfT TESTING ENGINEERING COMPANY Dutra"»" DATE DPN- R1: M1. �.. STATE OF :4�T^ axs Ru.x14 ac,s =1GARU t[rtxu 31I ASsoatatton, Inc. 1 CLU 11-192 4j13/15 Mie 4/ta/T5 -ir, Pr:o„s:(sos)sn-15w.Fo=:(305)$71-Ml 4268 Wes1r0ads Drive x ORKWING No q��A ........_•.NG�C�\ - � zt9<« West Palm Beach, FL 33407 ± 15-085 AA SIONAi E �� WALTER A.11L Tr,r.PX- P.E.AAA�3tl1}rrJIlSd%RE/DATE FU R.^A I.L.d 4{167 - 10 OF 20 SCHEDULE 41 SCHEDULE Q2 SCHEDULE il3 MAXIMUM SHUTTER SPAN Z+'OR 'L-' MA)aMUM SHUTTER SPAN* 'L+' IMUM SHUTTER SPAN*"L+' (ft.).FOR INSTALLATIONS W/ OR "L-' (ft.) FOR R 'L-' (ft) INSTALLATIONS INSTAI ADON LEGEND " NpTES: CENTERMAXIM C) &®Dr or INSTALLAnONS W/ Et>TgS6 CONCRETE& W/ ONE H.V. LOCK ®or®or or, & W/ONE HV LOCKS WOOD (Q L+: A.S.D.D SIGN PRESSURE SPAN TtW. CP EN fdr.t4SORY POSIiIWE AS.DCESKUI PRESSJFIE R4TIAG. HD LOCK W/ NO LOCKING RODS or ONE HV LOCK or or L-:MAX ALLOWABLE SPAN FOR A GNTN NEGATIVE ® ® OR W/ NO LOCKING WALL A. B• C• D.E. M. N.0. P• 0. A.S.D.O-S,GN PRESSURE RATING. CENTERMATES®&®W/ONE HV 'T' W/ NO Lor 0 RODS® ODS MOUNTING F. K& L R, S.&V. LOCK @ W/TWO LOCKING RODS 0 TOP & (SEE NOTES 1.11) (VMM FOR MOUNiWOQ (2)PROCEDURE TO DETERMINE MA'aNUM SPAN FOR BOTTOM SEE NOTES t Tf SHEET 7) FLOOR/CEILING C. H. I. 11.J T, U. W&X WALL MCUN 14CS(TOP/DonCM)OR FLOOR/CEILING: n/1 CO.NCREIE&ri000 MOUNTING MpyN CONCRETE&WOW NSI'htUTNS V fu>y>w n MvtbM CONCRETE M GIVEN A POSITIVE A.S.O.DESIGN PRESSURE PAnNG. v"UskmWAil MOUHR`NG nOpR/O r�.sw° [ xuy uamtwD PFCM-41V 1 DETERMINE MN(ONM SPAN 'L+'FROM SCHEDULE aa>hc YDUHIWG °�' t �ra 7 /�� GIVEN A NEGATIVE A.S.D.DES,GN PRESSURE RATING. I+F��} (.a�1 FLAOR/cEuuc lroU!mN0 (+a+-) FLOGyL-114 I""�'—U"�' DE(ERuthE W%(uUu 5'1'AN'l FROM SCHEDULE, L4 ('U L It, t-I4 L f(At L-- L# ('J L-{q Ilil IN MA%'MUM SHUTTER W SPAN k]. OR 1-'FOR 30 OR 15-0• 15-0• 16'-0' 15-0' 30 i6',D' 16'-0• 30 16'-0' 16'-0' IBTALLATIONS INTO WORD 9L5LL BE LIMITED TO FINAL MAXIMUM NdAWABLE SPAN 6 EQUAL TO THE 3$ 14'-t0' id'-10' 15'-2' 16'-0 35 tt'-10' 14'-iD' JS 15-2' 6'-1D' 105 W AS.D.DESIGN PRESSURE RATING. WAupM DEFERMWED SPAN BETWEEN'L+'AID'L-. 1J•-10' 13•-1D' 17-2' 40 131-10• tY-10' 40 14'-2' 15'-2' ])PROCEDURE TO OETERMNE MAXIMUM SPAN FOR 4$ t3'-1- 13'-1' 1J'-4' 14'-J' 45 73•-1' 13'-1' 45 13'-4' 14'-3' t IN CORNER CENTFRMATE}3 MAY BE USED AT ALL �ouD7NATIONs IN BETWEEN WALL MOUNTINGS _ W/FLOOR/CFIUNG MOUNTINw: 50 f7-5' 1Y-S' 12--g- 73•-7' 50 12'-5' 72'-5' SD 12•-3' 13'-1' MOUNTING INSTALL411ONS.LOCKING SPECIFICATIONS 55 11'-70' 11'-10• 72'-1' 12'-,T i55 11'-10' il'-ID S5- 11'-1'- _ N'-11' SHALL BE AS INDICATED ON ALAFfbA70Rf CONDITION f2 FOR A G111N POSITIVE AS.D.DESIGN PRESSURE • 17-4' 60 11'-4' ,1'-4• 60 10•-2• 10.-71' NOTE 15.SKEET 5. RATING: - - 9'-5' 10'- DE IMUINE 65 10-7010-10MAX. 70 10'-6" 10'-6' 16'-9'^ 11'-r 70 ,O•-6' f0'-6- 70 V-9' 9-4' L,+-VM,SPAN FOR WALL/MAN G MAMA INSTALLATIONS. L2+=IMAX,SPAR FOR RDOR/CEiUNC tAOUNiC:G 75 10•-,' 10•-Y 10•-4' ,1'-1' 75 to•-1' 10'-1' 75 - '.-Srtt D(CEPT THAT WYMUM SHUTTER SPAN-L+-OR NSEALARONS. 80 W-10" 9'-10• 10•-0' iD'-9' 80 9'-10' V-10' 'I.-'AND MA70MU7 ASD.Dcsm Prom=RATWG FOR roR A GYEN NEGATNE A.S.D.DESIGN PRESSURE 85 9•-6' 9•-6' 9•-9' 10•-5• 8S W-B' 9;76' INSTALLATIONS tNTO CONCRETE OR OWCRETE BLOCK RATING: 90 9'-3' 9'-J' 9'�S' 10'-1• 90 9'-3' 9'-3' BtW.L BE ANTED AS FOLLOWS: DETERWNE: 95 9'-0• B'-9' 9'-2' 7-10. 95 9'-0' B'-0' 1- CONNECTIONS TO KEYSTONE IIOUNTU:G U MAX.SPAR FOR WALL MOUNTING N'STA12AnDN9. 95 d'-9' s'-4' 9•-0' 9-I ,5 8'-9' 6'-4' LIMITED TO +64.-72 p.s.l.AND 8'-D'SPAN, SEE L2--W-X. SPAN FOR FLOOR/CEILING MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-T 7-11' S-9' 9'-4' 705 8'-7-�--T-il' 110 W-s' 7•-r 8'-T 9'-2' 110 8'-4' r-7' Fl!NAL 77A%IMUM ALLOWABLE SPAR t5 EOIIN.SO THE . 115 5'-2' 7'-3' B'-4' W-11* _ 715 �•-2- "r-3' SEPARATION TO GLASS SCHEDULE M`"'M°M e£'t,7`F"-'+•,-e2F-:•L,=AND - 120 B'-D• 6•-il' B•-2- d'-9' 120M B•-0• V-11' ' (4) TO FPSCNEGULE MNNNM 125 7•-10' V--D' 8-5' 27'-10' 6-d• ALLOWAAL SAN ANb TCATJ<A.S.0.DESIGN 130 7'-B' 6•-5' 7'-,D' 8•-t'_ 130 r-B 6'--5' CiM WIND ZONE MINIMUMESSLI RE RATING TO DLTERDI E MAXIMUM ANCHOR 135 7•-7• W-2' 7'-9`. ...7'-9'� 135 7•-7' s•-z' SEPARATION 140 7`-s 5-„ r-r 7•-s' 140 7-e• 5-„ ASTM E-1996 145 7'-3' 1'-9' r-S 7'-r 145 —F--r s=9= TO GLASS 150 T-2• 5'-7- r-4' T-0' 15o 7•-2' S--7' 155 7•-0' V-5' r-2' 6'-9' 155 r-o' s'=s 1 THRU 3 1" 160 5-11' V-2' T-1' 6•-7' 160 V-11' S'-'�• 165 6'-10' S'-7' 7"-0' V-4' LCIS 61-10' S'-Y 170 6'-9' _ 4'-11' 6'-11' 6"-2' 170 6'-9- �•-i,' 175 6'-7' _4'-9' 6'-9'- 6'-0" 175 V-7' ' 180 6'-6' 4^s' H V B LA D E 105 6•-5• 4'-6' V-7' S'-L' 1135 _ _6'-_5' 4•-6' 190 6'-4' 4'-5' 6'-6' V-6' 190 6'-4' 4'-5' 195 6•-3' 4'-3' _6'-51 5'-5' 795 61-•3' 4'-3' 200 6'-2' 4•-2' 6'-4- 5'-3' 200 6•-2- - 4'-2' 205 6'-1 1 5=1' 205 1 W-1, 1 4•-, FLORIDA BURDIN&CODE(Non High Velocity Hurricane Zone ®2015 EASTERN KETAL SUPPLY.INC. BERTHA HVTM fffflTlltflllfNN/F � AS,SA. Accordion Shutter System r4 Ftv BADE§1 w/OR w/o M.Wlrnaw l3/DE • (' r TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems t1L14xnnoK GTI ow„N s.:1f1jLY. c. * = uss N.M.SOL.u.sx 5n1 dens.nDan.�, Association. Inc. I me 11-192 4/13/15 OHF: 4/13115 `s •'.-- A - --��- Pmm<:<s ;67T-1sw.Fes:(Sos�vtt-151T 4265 Wes(roods Drive 2 DRAWING No <-md;a,ecowx.wm West Palm Becch, FL 33407 s Off:•.fCDR1a1�.••G���.` yxt>A�TAl�,l'&.PX 4 15-085 OF 20 E/DATE FIDS`Lk-9 4+167 3 SHEET