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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 h u �� .` w•- ' g g m � ®:. •$ i`�a r{ �a'#" ;� x � s`" ���-i.rr ��y�""`'. ho6da 5l "-p3t me- tq SCIS[tome i Log In 1 User Registration � Hot Topics ; Submit Surcharge Stats&Facts Publications i FBC Stall BCIS Site Map Links Search PBruosfieno�>> umApproval nal grip USER:Public Regulation Pi.eturt Ansmnvat pt»H>Product or Anullcation SeArrh>gno0rn12n 1.W>Application Detail FL# 389-RB € ..N IM- Application Type Revision Code Version 10 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-6263 bfeeley@ easternmetal.Coln Authorized Signature Bill Feeley lrodriguez@eastemmetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category ,-Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `( Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit.Jr.P.E. Evaluation Report Florida License 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 !f: validation Checklist-Hardcopy Received Certificate or independence r BSi P9 CC; Hy ACC2M210o-1 ci NQNHVH7,yx1r Referenced Standard and Year(of Standard) Standard Year ASTM E•1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 203.202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D llttp://www.floridabuildiug.org/pr/pr_al)p_dtl.aspx?param=wGEV XQwtDgvYYI1142vJvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FOC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products i FL# Model Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interiocking blades retained by tracks(top and (Non-HVHZ -'.q rw 15-086 bottom !or storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No F1,380 ;18 1,1 a TS A INC C�txgy(._L5 .n;ll 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 FJ-5e9 RS r,.F. ASD load and 13'-0"for 35 psf negative ASO load the HV3 blade w/o Created by Independent Third Party:Yes window blade5'-2"for 110 psf ASO 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 j 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 See sheet 5 for others ns and ASD Pressures. Bertha HV Accordion Shutter-81ade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ)•Drwg 15.085_ bottom fpr stormprotection Limits of Use Installation Instructions Approved for use In HVHZ:No fl";_RB It A,%-S A INC. f)1?.WQ,L5.q,95.pdl j 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:NIA Evaluation Reports Other:Large missile level"D'.Max.Span is 16'-0"for 30 p.s.f negative Ft3R9 Rd AE A.S.S.A.IrdC. P.E.k. ORWG.15[185 nv tuff ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVI blade,8'-0"for+64,-72 ps.f.load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.f,for metals stud mountings and 8'-0' j for 110 p.s.f.for HVI and HV1A working In unison.See sheets 7,11 and i20 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 Pon -Dnvg 15.084 bottom for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL3F9 R8 It A-S.S.A.INC. 09WG.!S-084.ndf Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Oesipn Pressure:N/A Evaluation Reports Other:Large missile.Max.16'-0'span at-3O p.s.f ASO load for Blade 1 F1,.389 RS Ar.A.S.S.A.INC. Re.R. ORQbG.t 5•'194 rsaf and 18'=0`for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively Contact Us:z 1240 North Monroe Street,Tallahassee FL 37399 Phone:850.487.1874 The State of Florida is an AA/EEO emptoyer.Conv11411t 2497-2013 State of Florida.::Privacy Stme,nent:.Accessibility Statement::RMund 5tatemem 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 Ilia office by phone or by traditional mail.If you have any quesdons,please contact 850.457,1395,•pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,Ilcensees licensed under Chapter 455,F.S.must pmvlde 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 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,r,5.,please click here �P,rndd?uct Approval Acmpta: R—L—R,Ei M http://www.floridabuilding.org/pr/pr app-_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/201.5 GENERAL NOTES: I.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCIAENT(P.EO.)HAS BEEN VERIFIED FOR CAMPUA CE RI ACCORDANCE WITH THE 2014(5N EDITION)OF THE FLORIDA BUILDING ODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN YAA LOAD'SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COc'.FOR A BAMC MUD SPEED REWIRED BY THE JIIISDcnaH WHERE SITTER W51. TABLE OF CONTENTS BE INSTALLED WITH A OGECTXKNALLIY FALTER Kd-0.85,USING ASIDE 7-TO AND SILL NOT EXCEED THE YAX'JLUM(ASA.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THR1T 15,19&20. IN ORDER TO VERIFY THE ABOVE CGNIMM ULDVATE DESIGN WIND Laos DETERMINED PER ASCE 7-10 SHALL BE FEW REM)CED TO ASO.DESIGN WIND LOADS AREA.1: W BLADES 0)At QA BY YNATNPILYING 7101 Of 0.6 IN ORDERTO COIPARE THESE W/MAX(ASD)DESIGN PRESSURE RATMOS INDICATED ON SHEETS 11 TIU 15,19&20. GOMM NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P•E.D.,AS TESTED,WERE LOT OVER STRESSED.A 33 R INCREASE IN ALOWARE STRESS FOR MRD LOADS WAS I=USED IN THM SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WINO DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN W000. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND TARGE MISSILE E IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE YENIONEDCODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSE\eLY 36-44 SHEET 4 TYPICAL VNNDOW BLADE&WL40OW DEI IL -FTI WMEO (0214.01-03.{0)15.01-03.11004.01-05./1214.01-05.10317.02-OB./0603.01-10 AND 0210.01-11 AS PER LAS-201.TAS-202 AND TAS-203 PRDFOCDLS AAD ASM E-1866 AREA 9, HV 8 An n AND IN �j+ NDOW BLADE AND E--1796 STANDARDS(MISSILE(EVE.D WIND ZONES 1,2&3)&11220.01-10 AS PER TAS 201,ZD3&203 PROTOCOLS LARGE MISSILE. - ,(WHERE APPLICABLE) -HV%\=M BLADE 9 10506.01-0.S A5 PER ASTM E-1066 AND E-1996(YSBRE LEVE.0,WIA ZONES 1,2 3)BASIC PROTECTION ONLY ANO 1 0723.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ECEVATNON&NOTES ON LOCKS SHEET 5 DWALLAMON DETAILS A-F.CONCREFE/BLOCK SHEET 6 2.W WADED AND W WINDOW BLADE 9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNOFR THE GENEFUL LDOTATIONS AND CONIRTIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CDNCREIB/BLACK SHEET 7 3.BERTHA H.Y.ACCORDION PIS(IA SCRE15),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO IRA=SHALL BE 1145275'AND 114x1.76-RESPECRIRY,410-HT YINOLUY SERIFS' CENTERADVE DETAILS W SHEET 6 STAINLESS STEL SCREWS WITH 135.0 kv I'If1D SIPfNCRN ANO 100 Lai TENSLE STRENGTH.IPFS SMALL BE COATED WITH INERTIA W Mb20SWELD COATING SYSTEM AS YNNUFA=,RED BY APPROVED CENTEYATE ALTERNATING 0£WLS FN SHEET 9 CONTING APPLICATORS,REGISTERED WITH AMEICAN SHUT'ER SYSTEMS ASSOCUUNCN.PINS MUST BEAR THE W MARKING ON THEIR HEAD. 4.ALL ALUYNNUf1 DMISIONS SHALL BE AU MDRIJA ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-TS ALLOY IS 30.0 W ALA 35.7 LEN FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6WS-15 ALLOY. YAT<N"SPAN TABLES SHEET 11 ANCHOR SCHEDULE ONCRETE DIN RIDCK SHAT 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR J16 AIS SERIES OR CORROSION RESISTANT COATED CARBON SEA AS PER DIN 50018 WnN 50 IW LIN.VELD STRENGTH AND 90 Nal MW.TENSILE STN.ENGM ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORAA SLMDPW COOS SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE AMY A-507 GALVANIZED SIFEL.OR AN 304 OR 316 SERIES STAINLESS S1EE7.WITH 35 k9 IaN3AUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE INC FOLLOWING SHEETS FOR ANCHOR SPEdFlCATILWS:W MADE O: 12,13,14,15 AND 20 INSTALLAIHON DETAILS Ll-R.WDOO SHEET 16 FIV MADE O&Q WOR1aRG W UNISON:12,13&15 INSTALLATION DETAILS S-K,WOOD SHEET 17 B.THIS 6:PI,H.V.ACORDICN SHUTTER SYSTEM BEARSA U.S PATENT 1G'779,582 COYPONETOS OF THIS APPRO/AL ARE COVERED,IN WHOLE OR IN PART BYf U.S.PATENT 15'456,173 ISSUEDTO FASTFIDN END CONNECTION OETARS 7-12&I;WOW SHEET TR METAL SUPPLY.I.C. 9.R SHALL DE TIC REFLOMNS&71TY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THESTRUCTURE WHERE SHUTTER S TO BE ATTACHED 70 INSURE.PROPER ANCHORAGE CONTRACTOR TO SIN./CAULK ARA • HN WINDOW B Anc ONLY ALL SHUTTER COIAPOTADIT EDGES WHICH ROLAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUIDINC TO PREVENT MND/RAN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH�FANIT UUST BEAR AND ENGAGE OR ENT OCK u IN AA V518iEW 40 TIC L��LACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARWRGS HOWE OWNER,TONT.OR OITLENS,WUST PROPERI.Y CASE ALL W AND HD AREA 4: FN WINDOW BLADEin ONLY 11.BUTTER"LIFACTLRFR'S LABEL SHWA BE LOCATED CR A READILY VISIBLE LOCAICON AT ACCORDION SHATTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE IASEL SfWL.BE INSTA�TTON DETAILS,METAS STUD WAIS SUET 20 PULED FCR EVERY OPEIRG ETi.VO IAB7D COMPLY KITH SLCIIOR 1710.f12 OF THE F10ROA MOLDING CODE 12.BERTHA N.V.ACCCAOIaH W SHUTTER SYSTEM'S INSTALLATION SHALL DPLY WITH SPECS INDICATED TIN THIS DRAYVNG PUTS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE&IFSDM`RDN WHERE PER WT IS APPLIED To. /3,(a)THIS P.E.O.PiUPARED BY THS ENGINEER IS GIDIMC AND DOES TSA PROND'e INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.EO. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.EO.,PROVIDED HWNE DOES NOT DEWTE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON TIS ODC(Af7D.CONSTRUODON SAFETY AT SUE IS THE CONTRACTORS RESPONSIMUM OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE ONSDERFD INVAJD IF ALTERED Or ANY MEAL'S (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA FzE S; RED ENOMIMt OR ARCHITECT MUCH MLL BECOME THE EL87NEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO W,LL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.EN51KEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.ED.ENCRFEP.SHALL SXI MU TO THIS LATTE2 THE SITE SPECIFIC DRAWINGS FOR RENEW. (c)ORIGINAL P.C.O.SAND.BEAR THE DATE AND Of=H&SEAL AND SIG WURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. m FLORIDA BUILDING CODE(Hon High Velocity Hurricone Zone A.]`/AAI/I ®2015 CASTETIN METAL SUPPLY.INC. r oErg'-�v'y �6, � BERTHA HVTA D� IEL EC . ■ ■ ■ Accordion Shutter System & Q ttv. Q1 w/OR w/o ELv 1MNDOW aAOE N o: 4r: Al E Amertcan Shutter Systems 7F� TILER TESTING&ENGINEERING COMPANY DFsar.'PROM DAT DRAW m: M.F. �o'L. I TEOF m$KM 3M SL V.3x5.mm r nCRDA 331 ASSOctaHanS Inc. 1 OLD 11-192 4/13/15 WE. 4/13/15 - _ f7ae:(395}671-1530.Fex:{305)671-1537 4268 We5troads Drive 2 S��.. ....10 a m� � «^ West Palm Beach, FL 33407 3 DRAWING No WALTER A. 7i�,.PE 4 15=085 SHEET P.E. SEX i1°Rb`u`1.4167 e 1 OF 20 VARIES .918• I,i91• e o ti .f5f• os _ 11 I r. a fJ71i 1355' t 4) 1.999' si .37• �- 3�HV UNIVERSAL FLOATER 5 HV 90.1180' STARTER COVERED UNDER US PATENT f 5458179 QUAunED FOR USE W/ W BLADED ®HV DIRECT MOU 0gLDE t -` HV WINDOW BLADEe 6005-15 ALLOY AND TEMPER QUALIFIED FOR USE W FN 6063-76 ALLOY AND TEMPER 'SEE UIXTA710NS OF USE OF BLADE ON SHEET 19 BIADEQ ® 6063-T6 ALLOY TEMPER -7 6063-T6 ALLOY AND TEMPER ABS 7 56- 870• .5 (TYPa -_, ._ .994-• 6. ,. 670' 2.xxs• 7z 6fx �, . 1I' a r nl - l• $� R15• .092• S . �7 HV ADJ. ADAPTER Wf UP ` + +378• 00 -•_ - R..O7j: /Q .920 3. 6' QUALIFIED FOR USE W/HV U HV WALK—OVER TRACK ®SIV ADJ. FLOOR TRACK BLADE(1) OUALIFIED FOR USE W/W 9)HV TRENCH TRACK 6063-16 ALLOY AND TEMPER BLADE(OOUALKIED FOR USE W/FN CUAEJFr-D FOR USE W/I& 6063-76 ALLOY AKO TEMPER BLADE(1)ONLY. � HV RAINGUARD BLADE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U$E W/HV 6063-76 ALLOY AND TEMPER - WVd'3 t.9N.• B ( LADE 1 i' 1.976• VARIES 1936• 6063-T6 ALLOY O TEMPER qJ 053' ._ O61• .063• 3. 091'' w .tOD' Al' • _ 060 670 '• 091' 093' �_ 4 670, 1.686• .o 670 _ o _ 330 in, HV CEILING HEADER A I - 1@3 HD rEILING HEADER/SIL x70'`979 Y QUALIFIED FOR USE W/ W BLADE t ONLY, QUALIFIED FOR r, W HV IME t(�ONLY 6063-T6 ALLO A.4D EUPe QunuFIED FOR USE w/W BLADETO U4)HD WALL HEARER/STILI SEE SEC71ONS FOR VALID SEF. SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ tN 6063-T6 ALLOY AND TEMPER 6053-T6 ALLOY AND TEMPER BLADE1C)ONLY. 6063-T6 ALLOY A14U TEMPER COMPONENT A H TI TZ � @ z' s•MAX! 1/8• i/a• 2' 5'M97t.10.192' 0.192• 16 SIDE ANGLES —` 20 CORNER POSTS QUALIFIED FOR USE W/TN ALUMINUM ANGLES ,9 2.5• 7•LM.,DAA 0.196' BLADE(1 QUALIFIED FO USE W/HV I QUALIFIED R USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-BLADE TA EUALLI ONDYTEMPER ® I 2' S•Mxj DJ;59, 0.131' 6063-TS ALLOY ABLADE©.TEMPCR 110RDA BUILDING CODE(Hon High Velocity Hurricone Zone 02015 EASTERN METAL SUPPLY.INC. Q�; \GENS�c.:9`,,; BERTHA HVTM " _- /717E-C-O 1 N A.S,S■A■ Accordion Shutter System *= Kv�#t W/OR w/o KV.VWNJPN SAGE TIWT TESTING g ENGINEERING COMPANY American Shutter Systems o73�DDN WE gRAwN a+: STATE OF z 63M Kit.Seu 6L.Ste.=.VR 81A GAR00C.Flo 331AB30CiaHOrt, Inc. i OLD t I-i92 yts/1s RDE ally/ts rP.E. 1-1530.Fu:(JC5]871-1531 4269 Westroods Drive i D2IWING ND WDSt POim Seach7;9 , FL 33407%ALTER A.TED-ODPt Jr.P.E15-085 Sr('!g66ik0RE/0ATF FLaRN9 1x i+4,61 a SHEET 2 OF 20 4,576' ,• .90.1 +/f-tmi/• f 1'-7'J GIST_ -T 2. 3' .745' 0 749' i * k°334' ( nP 8M[D PAT."® 1,4-2"0ICP47 I.IU,d .062' r ..., A I g• r am .}te' EW - .11aAa cru•D6r RAA �__.-_r •p�= RATTD) 2 1LL2Sr1L-� ® HV EGRESS LOCK Qt1P11FIED 6063-T6 ALLOY AND(EMPER& ONLY ���FOR USE W/ W BLADE HV FLOATING CENTERMATE 01-73ONLY ° - s' Y+ QUALIFIED OR USE W/Fry QUALIFIED FOR USE W/ HV 6063-Tb ALLAY AND TEMPER BLADE &®ONLY. BIAOE�1 & ONLY. OITA FLED FOR USE W/HV BLADE T ONLY �- ,is . 74' 6063-T6 ALLOT ANO TCtIPER PiAS11C HERD �. 76' 1.75 tAaS' MDV)m 70 SCREW r - ©..-. -1760'AFTER RNE= 06• S/�471- 101ABSCREW 3/4-0-20RR RIYNIff; -• x�9004 kwM (1024-n NLOr)LU=rLMM n&1 -T 111 S1W RUMN.PMT)0820.AS MQAWACR$RD BY AYtM t--ZVAWA OFiW TOP"PAICPPON.t&.M JM=07054 OR ECOC PINI '� FROtff alYATK71 � " ATC 566' _ HV MA " HV "T" LOCK HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/HV DLADE i ONLY � HV FEMALE "( LOCK CENTERMATE ® QUALIFIED FGR USE W HV QUALIFIED FOR USE W/ HV BLAD-c(DONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE ONLY W/ B�E�an� BLADE QI ONLY./ 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPE 1.917 1.9tY 3.761cnjNam- -- 0 214 74• v .003 A6Y-. 1 �A 2m _ .5{5' 0.075'11n` ,a „ ° +-125'w— H 0 6OCKING ROD HD C " m O° 0 0 QUALIFIED FOR USE W1 HV BLADE(!)& A QUALIFIED FOR USE W/ by BLADE 1 & HD ,S a. 6063-76 ALLOY AND TEMPER 6063-T6 ALLCY AND TEMPER t •: ERT yATCES,Ir u7+. QUALIFIED FOR USE W/ HV BLADEQT & +/a•�-7o ss aR 3/e'a-+4 1.130' 6063-16 ALLOT AND TEMPER 4M� CrAMW RLLRSCVXM t1/2• t - cd;0ER (SI DUALIST Da OR KEY �.....:.__ 1. 4.++ G1LNDiFt - . 1.78'Moa. LOCKING ROD A ". 7/4 a HD LOCK L.S75 0 QUALIFIED FOR USE w/W BLADEQ (ig HV 3/8"0-16 ACETAL3�i HV 1f4" 0z0 AISI 304 T3Y REGENT HARDWARE MORISE LOCKS SMES 23M NOOK ODLT LOCK 6063-T6 ALLOY AND TEMPER SERIES. S.S. THUMBSCREWS OUALIFIED FOR USE W/Hv BLADE TD&0 ED ATAOTRACKSLFORE REQUIRE ER EMBEDMIV ENT QUALIFIED 1 N n BLADE OLE QUALIFIED FOR USE W/Lry BLADE 1Q FLORIDA BUILDING Coo((Won High Velocity Hurricane Zone 0 2015 EASTERN KrAL SUPPLY,INC �(,ENSe BERTHA HVTM S S A Accordion Shutter System r--� =LTE CO 1 N e. . . . . KV.B..A l#1 W/OR WHO KV.WNW BADE * f 'CC= American Shutter Systems M NJ DCV-gn , alE OPJ W DY: TLL •k+� TIW.TESTING.'ENGINEERING COMPANY Association, Inc. 1 OLD n-Isz yu/15 DOC- Tru/1s tsu K.w.awn a. l--w» A 0(305 natal all .......}R\ � n,m„;tyyLa71_;ypt,Ft;(}gsya7l_1531 t Pal Beach, Drive 2 DRAWING No s;-.....•.��; ��tRscoo:a.corn 'Nest Palm Beach, FL 33407 3 �rA,SfONA q . WALTER A TELT.,.P.E. 4. 15-085 nORDA Ila/W67 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR s/8 HV C HV @ 41 1r mN i TO BLADE P +`• HV BLADE 1 i 1 - ® HV BLADE 1A IFIIx 3 �I nv mn o+ [LADE s 067.1 .0625' i ® HV LONG RECESSED NYLON BUSHING c I � •� 'm apps, •7675 Y \ 0, ® HV SHORT RECESSED NYLON BUSHING 3 (TYP)HVNYLON HAi WASHER Q FTV WHEEL CARRIAGE AISI 302-303 SERIES I 0.870'.3/16'THICK NYLON WHEEL 3 I n `� 2 71e'RasCLEAR trr mrmw 0.188'0 AISS 302 SERIES S.S. RIVETS 3t'a SEPARAnC l BETWEEN03.7500' © BLADE HV 1 3/4'ACCORDION PSN W/ ¢8.HEAD * EXTERIOR�C :JJ c CN a.3 am 11•• ® HV 2 3/4'ACCORDION PiN W/¢8 HEAD * _ i _ o "`,47� / 7,00• 4 a 2s ® CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW i 'i � � TYPICAL HV WINDOW BLADE AND 1 EOLYCARBONATE HV WINDOW DETAIL (DOR(D 4 or ® ( I N.T.s. rEl. EENOTE FOR jOUtREMENTS) ; (DOR ® ' ! �e POLYCARBONATE IMPACT R' &rANT HV\ILQQ'BAYER MAKROLON 3103 POLYCARBONATE I 12'wIN cLro v icE RESINS, UV-STABILIZED GRADE OR SASIC PIM rUIREMERMAT ERIOR BLADE KNUCKLE FOR L ro B1ADE INNOVATIVE PLASTIC LEXAN 103 RESIN 14V14V MIi I j O OR (SEE NOTE 'r ON SHEET 19). (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR ® �N ,i•: Mi BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR j j I POLYCARBONATE SOURCES FOR 44 EXTERIOR .raF�E HV BLADE. TYPICAL SHUTTER ASSEMBLY I 7rnrx P117Fart6 sMaAD Nr.s (2) HV PIN j MAY BE USED IN UEU OF 0 AND ONLY AT N, u®KE u IFoa .. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D cOJ2s (SEE 's K U Fa3 BLADE WHEN CORRESPONDING TO INSTALLATION "Il'. SHEET 7. 048 - REOU ROAENIS) TVP. t ! TElt�ti rEla 9NJUM AStY 6656 VAX Prt. RAW Psi. (3) HV PIN©OR @ W/ 1/2. O.D. I/16-THICK S.S. WASHER 0 �y :1 i nn um womwA11an AM.DI° 730 0" 1;CJD Pwl 1 nnartex lmevs AM. 6106 3aom P,,. 3+5.006 prl SHALL BE USED FOR DIRECT MOUNT INSTALI.ATiON PER DEVIL X. 8> li ieeec SHEET +I} wRa+m 400 AM ax ,e rt-�/ 17 n-oA V EEL CARRIAGE DETAIL sus¢mar,, C1tl 6w3 nx z ASSEMBLY LAYOUT ROE ar UU-0 AM 6105 a-1 a iv C-1 CA,se FIT.' sar ramwn As,r DIM Ewa r om r AM Cts la'1'tLSIPO1C11 Anal Icw ARY 816 CAC D+L 8Na Drl. Ci _HV BLADE SOLID (A HV WINDOW BLADE DETAILS V7IDL 5I6>�W�2.a�'6ArC 'a01 q0 6,01 P,A am-1 FLORIDA BUILDING ME(Non High Velocity Hurricane Zone 0 2015 Dls1ERN uETu SUPPLY,IdC. ............... ��1 BERTHA HVTM _ METE - A►������■ Accordion Shutter System FIV.RADE#1 W/OR W/O FIV.WWW BADE �l` = American Shutter Systems 00CRI"c" ,,r „DR'"B TILUT TESTING& ENGINEERING CDUPANY A930CIafIOn, Inc. 1 WAD 11-1 s2 </ ate: a/13/15 ATF DF *� 8]65 N6.3tu. Ra 3w.Vp--AA 0400x1.FLOP=3376 VAT( PbM.:("5WI-1330.F¢,;(395)871_13.31 4268 Westroads Drive z :,4'oo-Dt kxaooar West Palm Beach, FL 33407 3 DRAWING }�Wa 5+7•,�•.........,.`G\�V��` wA1,A 001r.LL1777dr.P.E. 15-085 OVAL EN V\` 'D.Ut P 44167 4 P.E. �tl/$1;&%RE/DATE 6 SHEET OF 20 0.0- @-0- NOTES}NOTES ON HV LOCKS AND CENTERMATES: A 0 C 0 • � Y N 5 T u 0OR ,E�,T�. •:,r�_,{� 'L't7„0''1J_a 1. •ONE HV LOCK®oY�SHAUL BE USED AT 1/2��SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE ELEVATIO LOCK��or 1AAY BE USED AS AN INSIDE OR F SHUITTER SPAN FOR SPANS UOUTSIDE LOP TO I CK,AAND TT pGH TO ONS,(T ANY OR 11 CENTERMATES W/(2) 1/4'D-20 x 1/2'LONG FLAT HEAD SS.NS.LOCATION OF LOCK SHALL BE AS INDICATED ON OgOq _ TYPICAL SHUTTER AMON. 2.42MIF DESIRED, FOR BETTER PERFORMANCE OR FOR SECUPoIY PURPOSES,UP TD TWO HV ;IINI OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK CONNECTION OF LOCKS TO CENTERMATES ,,,„_,,,,! OR 1.SHALL BE AS INDICATED ON NOTE(1)ABOVE. _`�SYV• LOG ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. q p— 3. -1 024D ONLY WHEN UMA&IM CONDITION JI OR LIMITED MgMkIM QDINDMON f2 IS USED N.V.tOCIESh LOCKING RODS NAE NOT REQUIRED AT URRYCANE POSITION,BUT MAY 4 9-006®r „G @ BE USED IF DESIRED TO ENHANCE SHUTTER PERFO CE.LOCKING RODS OR AN ALTERNATE DEVICE ANY ALSO BE USED AT STALKING PDSMON (NON HURRICANE POSITION). ?< a <.UNQkTDRY CONDITION A&ONS NN LACK 0 0 SHALL BE USED AT CORNER CFNTERUATES FOR ANY SPAN A AND PETN.LADONS AT ANY ELEVATION.NV LOCK or Qq SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO 2�CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG MT HEAD S.S.M.S.TWO LOCKING RODS YOM SHALL BE USED.LOCATION OF LOCK SiNAIL AT TCP&BOLBE AS INDICATED ON TYPICAL SHUTTER ELEVATION. I IIII MAXMUU SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. If�lT�' £•�tig� 5 ALTERNATE TO MMQUDRY OAE ALTERNATE MV LOCK MAY BE 'PT UEU OF NNV IO(OC or FOR NTf SPAN AND• 1 VALID ONLY FUR HY L INSTQIATLC,S AT ANY RADON. ERNATE LOCK 2 MAY BE USED AS AN SIDE OR OUf51DE LOCK.'ITACN. OF 1/4`0-20x3/4'S.S.7HUUBSCREW TO OR CEUMATES SHALL BE AIM'W/1/4.0-2053/4'ALUM. RNNUf AS SHOWN ON SECTION NVE SHEET&ONE LOCK SW1L BE USED AT 1/2.OF SiMTEIR SPAR OR TWO C_ LOCKS AT 1/3 OF SHUIER SPAN. T� ® 6.MAX11pam CONDrtXIN i3 FOR KFYSEONE 160IlAEONa NSTAIIATON& ONE EN LOCK w or®SHALL.BE USED AT 1/2 OF SHUTIEF2 SPAN FGR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 967.AND FOR INSTALLATIONS AT ANY ELEVATION,tN LOCK @ or§or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACHED TO 123 or 0 SYMMETRICAL COMRMA70 W/(2)1/4'-2E3 x 1/2'LONG FIAT HEAD S.S. SEE IND- M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE Or LOCKING RODS 0 W/ COKKECTgN OR @ TOP AND BOTTOM IS couPLIETELY MANDAmRY. OETA13 ON 0 r E N I J X L Y P 0 V M I SHEETS 10 @ 18V•� " *NOTES ON HV 'To LOCKS AND CENTERMATES: HEI �7GF CORNER CQIJDITIOIJ AT VALID ONLY EM W-r I Q9�S& AND CEN1ERIWMJ&AbtjL1 CENIERMATE ONE ALTERNNAIE ICJ T LOCK GQ MAY BE 1NS�AALED W LIEU OF HV LOCKS OR Q-5 FOR ANY SPAN AND �j Tw OR 6�•U7 o.®ox 1 D• � STAlLATION AT ANT ELEVATION.ALTERNATE LOCK L30 MAY B£USED AS MD INSIDE OR ADE LOCK ATTACHMENT �, OF LOrEC®INCLUDES USING RETNFORCWG LOC ,AS SHOWN ON SECTION HVG.SHEET 9.WHICH MUST BE �' �t •Q'J°`17• '3 w ----,.... COIUNECTED TO CEN-"RMA E5 0 AND�W/ )/4.0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8.0 x 3/u• 'M NCNUT OR W/1/4'0-20x1'SS.M.S FNNIO A 1/4-ox 5/8'RNHUT..LOCK MAY BE INSTALLED AT MDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN.USE OF TWO LOCKING RODS @ TOP AND BOTOM IS ALNaDATORY. •��Q•�aii •tj�?soa(i3•� *NOTESLOCKS & CENT IES: 1. .ONE ALTERNATE NO LOCK 0 IJAYBEUSED IN UEU OF ATIO HV ICAL 1 HV BLADE SHUTTER EI EVLOCKS OR I2 rOR ANY SPAN AND HNSTALLATIONS AT ANY C..EVXIM ALTERNATE HD LDCK 0 MAY BE USED AS AN INSIDE OR OAR LOOK.AITAC14VEM OF HD LOCK QI TO lS W/3)8 x 3/d'CH.SS.MS.,MND INCLUDES RFJNFORCEME NT INSERT AS SHOWN ON SECRONS HDB-H1�AND SHEET 10.LACK MAY BE INiFXLEO AT M:DSPAN OR 12'WWMUM BELOW OR ABOVE 19DSPAIN.USE OF L.00IONG RODS 0 LS couPLFTEt.Y OPDONM_ A G' on High Velocity HurricaneZone: A.T11!%r•,,�, SIB 2015 EkSTERN METAL SUPPLY.INC. .......... % BERTHA HV T" TTI1. E C O��@N:. A■S■S■A■ Accordion Shutter System R.V.BLADE g)W/CR W/O KV.NINUDN BLADE _ American Shutter Systems Ilscnma M50F - TILLIT TESTING& ENGINEERING COMPANY STATE OF QZ 4 w:s NLY.JBts x,R.aa,%RwT wcoas.Iu�.uT Association, Inc. i OLD i 1-ts2'`l—'(30s)e71-1510-Po.:(305)37I-1631 4266 Westroods Drive 2 •-I.4�0oo1— West Palm Beach. FL 33407 3 L1ER A TtUTIJ:PE P.E. SE%L(�31ti)ikt111 RE/DATE rLcaoA Uc s 44167 s -CONCREte ANCHORS POURED DONCREIE POURED (SEE.SCHEDULE ON OR CONCRETE BLOC( CONCRETE SETEET 13) REC'nRED 1/4-o-2W/4•S.S. RCONCM'mEO REW RED CONCIME ANCHORS MACRHE SCREWS CONCRETE AWMM 018 1ON x(s¢wom-D®ON$A=a (� ��DI4 x/ 0 120 (SEE SCHEDULE 04 SHEET 13) SHEET 13} NU15 O 12'D.C. t/4Sr-2`CE`;- 13 +3//4 SS. Mn. i` 4 MACRNE SCREWS U9NG 1/4'-20 tRRS 19 n E D:• I .250'Nw. O-Z'. 13 oR 13ISj U- O I .250'Way O• / , � I1 Ym. OPRONN. ( �•OPnIONAL .w,1 . i 1!l 431PaRi � i MEMO,E snaa4E a sm • uw.sEPArwnon ro CLASS � a nww° t T�l OR I E n+e�—(SEr scutwe ON SLEET 11) E>TSTHc Hvaom•® Mw.SEPARAnON To 0-40"'+ J 1 cups �.. (SEE SCIIDULE ON SHEET 11) _... .. @C HV WALL HEADER INSTALLATION A A © HV WALL HEADER INSTALLATION + KEYSTONE UOSONc --_-. MON.SEPARAMI TO CLASS �'- ♦ 1 iJ UST NC -(SEE scHEDu1r ON SHEET 11) W 1 tx mrwrot lt�q�l to o cs D� �l�OR(�! UIN.SEPAAAnON TO cuss HLAs 1I (SEE SCHEDULE ON SHEET 11) n P. NCC 9x0'" a= n Tal 1 nxam•� ExLsrwc OPTIONAL �~ N .I I j 1/4• i Y E I f OPTIONAL 13 oR OS E D. s . —. O• i li /2. �rrO- Xl 12 4R(4 „1/a'h2O SS SS. u� PFp111PS TRUTRUSS HEAD 1/4'0-20x3/i'S.S.PHILLIPS -AM NE NE SCREYA USNi".. __._.. CQN'.YtE7E AVCIORS TRUSS HEAD UICHINE SCREWS ANCHORS1S 1/45-20 HUTS O 12'O.F (SEE sGH`1—ON W/1/4'-20 NUTS O 12'O.C. POUCHED CONCRETE OR SCHEDULE ON SH.-.7 t3) / Min POURED CONCREr-e SHEET 13) OR CONCRETE BLOCK OR CONCRETE BLOCK ---'--i-- (QyiG ANCHORS RECUIRED WALL REOTURED D I O J (SEE SO4EDULE ON (F),HY WALL SILL INSTALLATION POURED CO UaEUE SHEET 14) OR CONCRETE BLOCK W'ui REC ' (g) HV WALL SILL INSTALLATION NOW FOR OONRNATM'^`SECTIONS: INSTALLATION DETAILS W/ 1-SEE SFW 4 NOR TMCAL SHurTER ,E(L=EDCE DISTANCE •5rr utRTAlHoms OE ug roH ASSEMBLY N G SECTWIS CAN BE CODHSM (SEE SPmnCATIONS TSR�13> eME S�r Kw SH&1s (� HV B LA D E IN ANY WAY r0 SUR ANY lWAI1AnON. N1num FLORIDA BUILDING WDE(Mon Nigh Velocity Hurricone Zone 02015 EAS7D?N METAL SUPPLY.INC. 'V\cBERTHA HVTA, /MiMic O i N &S■S■A■ Accordion Shutter System KV.&ADE#i W/CR W/G KY W WN RAM American Shutter Systems 4EV.N, VESCRIMCH DATE WAVN DIY: u.1. '43' $ATE BFr111T TESTING & ENGINEERING COMPANY r�Kr1S7 N,, Association. Inc. , OLD 11-Ie2 4/13/15 w+c 4/1,3/15Pnw,;(305)071-1550.r.:(305)VI-1ST1 4268 WeslroaJs (hve z DRAWING No f..••••..�G\-'ll .—I. «•Q•� West Polm Beach. FL 33407 3 15-085 �n,,AAAONA 11ti11,,0 WALTER A nun b.P.E. 4 P.E. SEALJ���hATURE/BATE FMA 1k.1 44167 0SHEET of 20 e SEE END WALL 10 g 18 SEE WPM ON L"MG ams IN LOCKSp s® OUT `90 F-1N 'f f DMI �i,� TALLATIONS W/ 1 HV :*AM AL�IN LOW 0O�r 5. f/ BLADE W HV CENTERMATES �DEFAIL MI��o OR SEE END WAIT CONNECTION 10•QO9YJ'tH"LJ`�° E ISTINO CLASS 1 I 1 ©•O•©m©•�] •®a ©•®a�•®�®•®p _ter--__—.__—_---...__--. --- - ------------------ 3 _— _ _—_.__—_.-..__ .Jl 3 t/C )• G 1/2•ALLM Y T —(=/(,)1/4.0 TAPOIN 1/2. ® OPPOSING SYMMETRYCAL TO m'I� I CENTERMATES �k CENTERMATES (4l/lm1/2 uS.TO TM itos/4•s�.s.o t2• W/ NV LOCK or tZSI W � �Nia�CLASS �N AT rAa,rorctE(T,r) I ' O.C.Ivu_ItT11cTr. f HV LOCK or (SEE SC14EDULE 5 ®a * 5* IN �* 3 «�S,EET,1l f ,/z 5 r— 1 * 1 1 paA@-©.0a®a1G.paa HVB OUT ®a 1o•Q�p•�©•lJa HVA © ® O.O�O°^O'O HVC °a m 6 7 8 10 3 a COMM� -1'Otl#D coMaE,E OR cotmRE,E RiOOH WALL 6 .O7 `©�®`7O•�I 10.@oaQ,®-0.®"-- .�• oat a8 a: ----------------- �- L c ® ©'® O ® SYMMETR_, ICAC IN �•7 •�a�b�Q•�aa ( I-- 8 • w 9• 1 5 \exisnr CENTERMATES '"T SEPARATION � f CLASS 01 r ®•®°^C� ®�®•O°� (SEESCHEov,E 5 � T-Tic _ r/C��7y* W NV D 6 OPTIONAL H) ®•®�O•©��.� 043HEET11) ON SHEET„) ----- ----- ------- ----------- Y — OUT CONORE�E 16.O.C. a 3 vms oY/� - ® �* 1-0Voa(D. OUT 6 1/2•WX RCY. A oUT (E tel HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone "%%%hill/il4,q ISI 2015 EASTERN Ih7AL SUPPLY,.m1 �T , BERTHA HVT,, " _ ML Aice' $ A Accordion Shutter System CO 1 a C. ■ ■ ■ ■ KV.BADE#1 W/OR W/o IM WNMH RAM Amertcon Shutter Systems {r _ TILLR TESTING k ENGINEERING-COW= STATE OF 4 a sxs N.N.yeas ss�w.»¢ry r+°sax5 masa as: AsaoclatlOn. Inc. 1 OLD 11-192 463/15 tWe: 9/13/15 -q_ r-6p-t rt-:(sasy67r-Isso.rm:(.30)871-1s), 7268 Westroads Drive 2 �y•, DRAWING No Ft0R1©P r\�4'��` °"°T�-OW57 9`°" Wes. Palm Beach, FL 33407 s AL 15-085 •','�s5r {4iNA��G`\� rAtuN A n-f 4..67 4 HEET P.E. CA1„ iC1f3E DATE Ft07O"�` i 44767 c c 8 OF 20 POUitFO CONCRETE POURED CONCRETE CCNCPOURED RETE OR CONCRETE CONCH NeLOCNEOR kALL OR CK WALL BLOCK WALL REQUIRED -.. BLOCK WALLi REO RED BLOCK WALL REDLruKED ExtSTi4O CUSS(( EXISTINC CLASS CONCRETE NLGFO EASING� .---7 2•YW /�511NO CUSS O 16'O.C: — 1L'L ROL - --T--S j•__ l_ 2'WN. 7t' TO CLASS STP pF WL SUVA4 C 1 904DULE ON SLEET �':EYh7AION i• LM Sr`PNWION ED EO TO CUSS(SEE 11 TOR 9AOE(DNo �TGLASS E I TO QAS(SLI SOEDtAE ON SOFT i/lora•WAX. ON S£FJ 19 MR 11 FOR BON SHEET SawIE TSLEET It TCR EUEE mA*o (6061-16)CONT. HlDFS m&Q1 CIL SHEET 19 FOR 1/2• QLf S'ETT 9 TbRR _ tN SHEET 10 FOR ALUM.CLOSIDR(LOCATE ELr�SIDE l'..Y—� wmO& AT�E�irHFYi 9nE 1� , I Ok Ql ' asDFs tem �0i OF 4) 7 WN, - iii O I USE 1'OR 2•VAX. I 1 Rost/2•SA1.5. I .--- (/As�wvucA81E)■z•.1/e'.o'-2- ------ �1K•si/2•S.YS.,- @ 16'O.C. ALUTANUY CLIP ANGLE 0 16.O.C. ----_ 4 ` (6063-T6 ALLCY)AT NIONEISNf 4 (2)1/4.0 TAlCONS ANCHORS&TO rj SEE DETAIL X FOR,i WNL AT I'O.C.(LOCATE AT 'I SDE CAt3LECTION OR ERFIf3t SIDE Df Q) 1 OR(� 1 1 OR ® SEE OETAA X TION 1 OR ®I' ro TRncKs SEE DETNL x 4 530E CTO TRATIONCKS -6•7.8 0. ®-©•0'© •®- SIDE CONNECTION Q-®01©•Q7.-6 ,O.®- .6.r,.B-Y.�.�. To,RACKS ®e, p'®-©.®,©.®. TO TRACKS 111 ®-�•t�''©•�°' END CONNECTION DETAIL 10 END CONNECTION DETAIL 02 O 3 END CONNECTION DETAIL 4 RMUIRED ONLY FOR SPANS CREATER THAN 12'-0' /-POURED RCONCRETE.D MOCK WALL � 4 4 ————— ,r—EXSTNLG CLASS ^. _—.— GLOR ASS �� S-- t, ,/2 s.tt - --------- m0-4ss�(� 0 16' .0 F.@L SEPASn7 JL 1 b------ - -" (DOR SCHEDULE FDR aroEmf,.o ca. 1/z-FaFL. TD Koss(SEE ---------- ------ I --- S �l.J""V�'Oft ON SHEET 19 FOR ANCHOR a I1 FOR eIi.'7E SRA 4 ©OT I(9OR@ CONCRETE tiNtE50& 12"O.C. / - ---...`S s QAO(5 m19 IOR - QR@ ANCHOR F/ v 4 -1 VINED _ OR�OR 2'WN. ♦SEE liYITAT!ONS EE USE FDR VIEW Y B1AOe©ON SH2T i9 )�OR@OR�OR�DR� 5 1 -OR ®4 6 DETAIL X OR®. L POURED CONCRETE Km ®.©.0.6p +.Q•®- 0-a�z0j�-©-® ®'1LATION CONCRETE,BLOCK WALL �'®-©'Q�-©•®- REQUIRED ��v®"©•�"©•t�- ©•O•©-©•O•®- (j)HV BLADE OR a& HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 O'®-®'®-@-@-"END CONNECTION DETAIL 6 Q ®-® -�'® FLOEBDA BUMTiG CODE(Non High Velocity Hurricane Ione' ``Sa1"R 1C.71( pri6 0 2015 EASTERN PETAL SUPPLY.INC. B RT A HVTAK Accordion Shutter SystemL A `®t�ACOa M KV.aaoEt w�oa w/o H V.x+war arm American Shutter Systems oaa6ProF oArc OPAXa Dr YK TILLTT TESTING & ENGINEERING COMPANY STATE OF 'C 6m Na.Aa,sl,s SOS.,ix4rA CAROM num.an Association. Inc. s OA] 11-192 4/13115 nat„ 4/i1/i5 Ane s:(3o6�T1-1s3O.ro.:(M)871-95314268 Westroods Drive 2 G��``` e-m-O'2R'�.L— West Palm Beach, FL 33407 3 ORtidTNG No Ftp` i 5-085ssONALti ,�•° WALTER A T0. F J.P.C. L6 SHEET P.E. �R;iiid%RE/DATE L`'I"67 OF 20 SCHEDULE mi SCHEDULE 192 SCHEDULE iI3 MAXIMUM SHUTTER SPAN* •L+•OR "L-" MAXIMUM SHUTTER SPAN* "L+' AAXIMUM SHUTTER SPAN*'L+' NOTES,FOR INSTALLATIONS W OR -L-- (fL)FOR R -L-- (it.) INSTALLATIONS INSTALLATION 1PaID& or p INS"LOCK / CONCRETE& WOOD (1)L+:WIMUM ALLOWABLE SPAN FOR A GM W/ONE H.V.LOCK or©or or W/ONE HV LOCKS MAdNSOW P09M A.S.O.DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or ONEor p�c�or L-:MAX ALLOWABLE SPAN FOR A GIVra4 NEGATIVE ® "'TTffft''"'''' & OR W/ NO LOCKING WALL A, B. C. D. E. M. N. 0• P. 0• As.O.DESIGN PRESSURE RATING. CENTERMATES & W/ONE HV WRODS ® ODS MOUNTING F. K&L R.S, &V. LOCK®W/rwo LOCKING RODS®TOP& (SEE NOTES t tt) (VALID FOR MOUNTING BOTTOM SEE NOTES SHF17 7) FLOOR/CEILING A PROLED(1RE 70 DE7WITO ALVOMUN SPAN FOR KN� CONfJLF]E&WOOD MOUNTING C,H. I. Il,J T. U. W WA &X WLL MOUNTINGS(TOP/DOTTON)OR FLOOR/CrJUNG: 1um= cQNCRETE&WOOD TIMA1lATION5 V � MAOM CONCRETE & M GNEN A POSIM A.S.D.DESIGN PRESSURE RATING, WNL MOUNTING FLOOR/COLING YfAll 1N17NIANG INS1 DETERMINE LMMUM SPAN 'L+'FROM SCHEDULE. f8O91C MOUNTING " & 7P71w NL �oR GIVEN A NEGAM A.S.D.DESIGN PRESSURE LUTING, (COal) _ t awn,) fL00R/CFAA:MOta1RNG (FPo�R�) Fl !LL WW1ma6 DETERFIME MAXWUM SPVJ 'L'FROM SGi.T,:DUV_ L 4 C* L-p'J i: L-t+Il l!{0 L-(N t 4[a1 L-(N MA Yd7UM SHUTTER SPAN 1t OR 1.-'FOR 30 OR LES 1b'-0' 16-0' Ili-D' 16'-0' 30 I6'=0' 16'-0• 30 18'-O' 16'-0' INSTALLATIONS INTO WOOD SHALL BE UMf1ED TO FINAL.W73MUM ALLOWABLE SPAN IS EQUAL.TO THE 35 14'-t0' I4'-10' 15'-2' i6'-D' —35 K'-10' 16'-10' 35 15-2' 16'-1D' 105 p3f.AS.D.DESIGN PRESSURE RATING. "'MUMDETERMINED SPAN 1 SPA4 BETWEEN +'AND - 40 13•-10' 13'-f0' 14'-2' 15'-2' 40 13'^10 13'-11)' 40 14'-2' t5'-2' (3)PROCEDURE TO GcruwNE YmmuM SPAN FOR 45 t3'-1• 13'-1• 13•-4' 14'-3• 45 13-1• 73'-1• 45 13'-4- 14'-3' t W CORNER CENTFRMATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-S' 12'-6' 13'-T 50 1Y-5' 12'-5• 50 _12•-3' 13•-t' MOUNTING INSTALLATIONS.LACKING SPECJFICA71ONS w/FLOOR/CEILING MQUNnNCS: -t i' 55 11'-10• IV-10' S5 11'-1'� 71'-11' SHAD.BE AS IND7UTE0 ON MANDATORY CONDITION J2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE TT-4' 71'-C 11'-Y 12'- 60 17'-4' 11'-4' 60 10'-2' 10•-11• NOTE 15.SHEET S. RATING: 65 10'-10' 16•-/0' 11•-1' 11•-1Y 65 1O'-10' t0•-10' 65 s'-5• 10'-1' DETERMINE,• 70 t0'-6' 1I - 1G'-9' FT-5• 70 10'-6' t0'-6' 70 8'-9' 9-4' L14�MAX.SPAN FOR IAL.MOUNTING INSTALLATIONS. 75 t0'-1' 10'-1• 10'-4' IV-1• 75 10'-1" 10'-1'� 75 - 8'-9' M7�TI� �FOR �/��C MOUNTING _ 1't'E%CfPi THAT AU`tDA'JM SHUTTER yP417 1+'OR 80 9'-1D' 9'-10' 10'-0' 10'-9• 80 9'-10• 9'-10' 'L.-'MTI MAXIA M A.S.D.DES=R�SUVE RAT.11,13 FOR 85 9'-B' 9"-8' 9'-9' 10'-S' 85 9'-6' 9'-6' Th STA11ATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 90 9'-3' V-3• 9'-5' 10'-1' 90 9'-3' 9'-]•' SWU DE LIMITED AS FOLLOWS, DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Lf MNL.SPAN FOR WAIL MOUNTING INSTALLATIONS. 95 9•-0' B'-9' 9'-T I'-10' 95 9'-0' B'-D LIMITED TO/1+64,-72 p.a.I. AND 8•-D'SPAN. SEE L2 M4X.SPAN FOR FLOOR/COUNC MOUNWMG 100 8' '-4' -9' e•-4' 9'-0' 9'-7• 100 V-9' 6MOU14TING I@ ON SHEET I. INSTALLATIONS. 105 8'-7' T-17' B-S, 9•-4' 105 W-7* -V-11' 110 B'-4' T-T 8'-T 9'-2' 110 8•-4' T-7' Fl1NAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' 7.-3' W-4. 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