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HomeMy WebLinkAboutProduct Approval 7/20015 Florida Building Code Online �� � • A m r s 4 e vg }y yrs rtihr. r, SCIS Home I Log In i User Registration i Hot Topics I Submit Surcharge 1 Stats&Facts i Publications)i; FBC Staff i SCIS Site Map Links i Search € Busines J��f .: � , tj�} ,I product Approval Professil tai USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail _ I aA FL# FL389-R8 .' Application Type Revision � I Code Version 2014 Application Status Approved i I Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmeta i.cpm i l I Authorized Signature Bill Feeley Irodriguez@easternmekal.com I Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report-,Hardcopy,Received i Florida Engineer or Architect Name who developed Walter A,.Tillit,Jr. P.E, the Evaluation Report Florida License PE-44167 , Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE i Validation Checklist,-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION GI NONHVHZ gdf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 j 2005 ASTM E-330 i 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code e - I + http.//w m.fforidabtdldng.org(pr/pr app dtl.aspx?param=wGE\XQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 1/2 7 7120/2015 Florida Building Code Online Product Approval Method Method I Option D 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# Model,Number or Name Description 1389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 3- (Non-HVHZ) - Drwg 15-086 (top and bottom) forj•storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 il A.S.S.A. INC, bRWG.15-086.-Dd 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, Other:Large Missile Level "W.Max span is 12"-7"for 35 psf FL389 R8 AE A.S.S,A. INC. P.E.R, DRWG.15-086.odf positive ASD load and 13'�-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf, 9'-6"for i 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. ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASO,pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use — Installation Instructions Approved for use in HVHZ: No FL389 RB 1,I A.S.S.A. INC. DRWG.15-085j)d Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created byl Independent Third Party:,Yes Design Pressure: N/A Evaluation'Reports Other:Large missile level"D". Max. Span is 16'-0"for 30 FL389 RB AEA INC. ?.F.R, DRWG., 15-085 HV.od p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade, 8'-0"for+64, 1-72 p.s.f. load for HV blade for Keystone mountings 7-0"for +75, -75 p.s.f. for metals stud mountings and 8'-0"for 110 p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 1389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions _ . . Approved,for use in HVHZ: No FL389 R8 11 A.S.$XjNCDRWG15-084.pd 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 Other:Large missile. Max. I.W-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. PER DRWG.15-084.pd for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12, 25 and 28 respectively .......... ........... ....... Contact Us 1940 North Monroe Street,Tallahassee FL 32399 Phone 856-487-1824 The State of Florida is an AA/EEO employer,Conyright 2007-2013 State of Florida. ::Privacy Statement Accessibility Statement Refund'Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Depahment 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,F.S.,please click here. Product Approval Accepts: ra 99 M ttVJApvww,floridabtAidirig.orgtpr/pr_.app ff.aspx?param=wGE\rXQwtDqvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUW%3d I 212 GENERAL NOTES: 1.!=FLM S{UITFR SYSTEM T910NH DINT PINOOIIL.T kVALL.MTION OOCVNF7Q PEO. MUM WWTED FCR COMPLIANCE N M:COROARM WI M 114E 2014(30 ID11101Q OF TIE flOpol BUIIDNO�ivvuu�c 149/OOOAOION SIA/11EY1 SY9r61 IN BE NSYMIID AT Nql VODtl1Y ZONES- DESON WBD LOADS SHALL IE COMM AS PER SEDTW TOW W THE A80VE HOGONIED COOP:FOR A BASIC WD SP®TtECUMRED eY INE Jtr4sew OH VMFRE SHUTIM MRL TABLE OF CONTENTS FIE NSDolEO IMM A OROCTITOM 1Y FACTOR 86.0.61.USN)ASCE 7-10 FOR ISOYIATIONS UNDER 2014(SM ORION)FIC AND MOLL NOT IMBED THE lW("'(AS.0.) OM=PRE W RAI*=2 MMD ON SMS t21NN 17.23.26.28 A 20. W ORDER 10 vim THE ABOVE CONDITION,ULTILIATE OEM 1ND LOADS MORA ED PER ASCE 7-tO SHALL IF TEST REDUCED 10 ASO.OLSICN UND LOADS AREA le HV SLAM dk dh&A ILLY MULMPLVM TNA m Me N ORDER TO COLPARE IEEE W/MAIL(A")OESICN PREMIRE PARKS KOMATED ON SHEETS 12 THRRt 17.23,246 28 a 28A GENERAL NOTES SHEET 1 N ORDER TO VERY TMT AN210R8 OR THIS PJM.AS 7154E HERE NOT OVERSTRESSIA A 33 R NFRFASE N ALLOWABLE LOADS FOR MND LOADS WAS NOI USED N THEIR MMLYSS.BERDN Swgm(-CMIPOtA}(Ig _ _ l-7y _ S}EEr-2-- - --1W'.'A000ROION BMW=SYSTOft ACOQUACY FOR-140 AND IARCE'SISSEE'IWACT'LOAD-HAITIEDF VERIFIED N ACOORDA CC TIFM SECTION 1828 OF THE MOVE MBOONIED MM AS PER AIL--REP --yySEj(lp(PON� 21-P SHEET 3 -W BLADE - MMv ITIADE IQ/01u.Ot-o3,/ontHAl-os,/1Oa01-00./1214x1-d6.10310317.02-mo2- 10009.01-110 AND/oM110-01-11PE l-11 As R TAS 201.TAS 202 MD TAS 203 PRDr000ls. rWKOM.SHUTTER ASSEMBLY 36-13 SHEET 4 HV4YINDOW,BIAOE O/o606.o1-De:A6 TAS 201.202-h 2e3,PA0T00015 A-D o72'm-oe As PER TA4 2o2 PR*ocat:- _ ______ . __- - _ __ _ _ -- _ _____- _ .aAnc AREA 9• C�Au6 M/ 4NlNDfTW _d"I}�. - -- - - - (tYHFRC"APP M•Lil F1' -Hv BLADE0/0422x1-05 AS PER TAS 201.TAS 202 AID TAS 203 PROTOCOLS. IYPN'A SHIIT,IER EIEYAMION R IOLR ON LOCKS SHEET 6 2.W BLADE-1 ND W MADE&RE 010MOIED TO DORM N LMLO MEIN EMU ODER N AREAS WERE THE OE9SHR PAM TRANSITION NE N FROM 00 LD6 10 NIESM ZONE 4.EWA M6DLLLMION MARS A- ON E.CCJd1E/M= SHEET e MAF G ZONE LUST W CLEARLY VMM1FD N A000FW CE WIN CHW=30.OF ASCE 7-10 STAN MD.ALL UDtWM CONDITIONS AND FASTENER TWM SCHEDULES MAST BE MPMED TO THE INSTMLAiION MARS F-(.CONgE1F/BLOCI( SHEET 7 - - - -Cofflt" NO VM Zo"L-7N4 SHALL L NCWOE RMUIRt1EMS-FOR MN.SEPARNIOH TO WIS9'.DELIWA110N OF WID ZCM-4 AND 6 A3-ME11 AS IWJDIIY OF COYpONE7EII POR FN MADE t ---t �W�- M --- •2 ACCORORNH S UTI R3 SrSTEFS FCR OTHER WIND ZONE SRALL BE PREPARED AND CIRIMIED BY A-n0E60A-R044TERZD 0110"M OR ARCIAIET:f eASM ON BURONO CONFIGURATION AIG _ __ _ _ SHEET 8 ASCE 7-10�SW��OM AND SHALL BE SIMFRIIL ED 70 THE OFFICIAL AT THE DRE POUT 6 NO APPLIED FOR CFNIERMATE ALT)RNAHDETAILS W BEET 9 W MADEtO HV TRNU M BLADE ® ARE CIO NCER D TO MORN N UIS M MIM FACIM OTHER AIDER WE GENERAL LefFATIONS AHD CONDITIONS OF tISE NOCATED ON SIM 28. CENMMTE DETAILS ID SHEET 10 ED CpEWECTION DETAILS 1-0.CWM7E/e=x SHEET 11 3.BER1V,KV'.AOOOFUM PMTS Off SWMft USED AT MASS NAKNL AND FCR DIR T MOUNT OOEIa INN TO 1RADM VWL BE/14X.78 AID f 14%1.73 RESPMMMY,410-HT LIMIW WAXAN Al WAN TAMM SHEET 12 SERFS SIAMMS STFIL SCREWS WITH 13&0 la.VELD SIRE M AND 180 WS.TENSE SIROWM PNS SHALL BE COATED MITE BER11%W DACRDSWD COATING SYSTEM AS UMNACII R D BY APPROVOI CWTN8 APPLICATORS.RMTERED MIH AMWCAH SIERR6Y A SIEL6 ASS)CN M PINS MUST BEAR THE W NAAImm ON 11M HEAD RNMOIR OR SCHEDCU-CONCRETE ASK SHEET IES -CONCRETE ABDCHC SHEET 14 4.ALL ALVYHW 0TIWONS SHALL BE AIWNIAE A59 MUM ALLOT MD WPM AS MWED ON SHEETS 2 AND A ERtWY YFLD STRENGTH FDR 6063-T6 ALIM IS 31.7 W AN E AND 357 k9 ANCHOR SCHEDULE-CONCRII E&0-= SHEET 1D FD MIDI CR 6006- ANCHOR SCHEDULE-VIM BEET t8 S.ALL STRENGTH S ro flE s1FE1 304 ORM CASIOD SMT OR CW43.4. RES6/ANE GAITED CARBON STEEL A9 PER ON 600.e MIIH JO Mm NEN.YIELD STRENGTH AHO 00 kt1 NIL 1EISIIE SHEET SIREDIH A SNNL COMPLY W/FLOfdM BURDN6 OODE 56710M1 2411.3.3.4. ANCHOR I{STALIAT 0 I�pE'TAEs MR.WOOD SHEET 17 18 6.BOL73 To BE AMU A�107 O.ILYAlR®SRO.OR NS 304 OR 316S///T���iF3 SMMM STEL VIM 34 W WMAN YIELD STREiGTH. INSMUATION DETAILS S-34 11100) SHEET 19 7.SEE THE F7MLONWO SHEETS AOR RX90R SPOMCATIOM HIV BUDS%1414j9.16.17 A 2M ED CONNECTION DETAILS 7-12 64 WOOD SHEET 20 MTV MAGE 28. W DIAD£ ® WORIXO N UNISON:13.14 R IB ARRA 3, HTV BlAnffh ONLY 8.MMMOM J1 r SNIREI2 SYS1El1 BPAA4 A US PATINT E6'779,682.WYPONO115 OF 1K4 APPfl05DL ARE OOMEFEO.N M90LE OA N PMf BY U.Y PA{FNT/6Y6B.1T9 651FD N TaWIAL SHUTTER UVAM A NOET ON LOCKS SHEET 21 IEETAL INSTALLATION DETAILS AA-4%ATE SHEET 22 B.R SH AAL BE THE RESPONSBUIY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS'OF THE STRUCTURE WHERE SHUTTER 6 TO BE ATTACHED TO FKURE PAOPtR NKFOR W£ODNTRACTDR TO COGERMATE MARS HO SHM 23 SM/CAULK ALL SIUITER CON"M W=UM FILAR.TMPD FAV94Ki N LONINKNA CONFACT OATH THE B ILOINO 70 PREWW MIND/RAN NIWISTOR END COW-EDINN DETAILS 1-4 4 Y WNCREIF/MOCK BEET 24 t0.EACH UNIT MITT BEAR PERMANENT IASL N A VWK RACE NM WRNND HOTS OURWG PERIM OF MIURRMAYE VUFM S HOME OM M TORR.OR ONIUM IEHST PROPERLY CLOW ALL MIOOMUM SIM RABIES SHEET 25 WAFD*0 C FUM70 AND ENGAGE OR LOCK ALL HV AHD NO LOCK% ANCHOR SCHiDUE.CONCRETE SHEET 26 '11.SHIPM MVANWTU IOFTB UBEL SKgL SE LOCATED ON A PFAOLY VMUE LaCA7ICN AT ACCORDION SNMiTE7t N ACOOF"ACE WITH SECTION 1710.3 OF FLOR1➢11 BUILDING CODE.ONE LIBEL SHALL BE PLACED FOR EVERY OPFPAM LABEJHA TO COWLY TAM SOC'ION 1710).2 OF THE FLORIDA BUIDLO COOS. A�� 12.BERTHA,HIV.ACUNON SR M SaMa I STAILATOR SHALL OOMPLY MOT SPOCS DOMED,N THIS COMM PLUS ANY WADIXO AND ZONND REmAras PNOVM W TRE.NIR MMM oLf..Ei 4 HV �� ( ARF�ONLY WHERE PEFW IS AAMAED Tm TYPICAL WINDOW BLADE a MNOOWDErA9. SHEET 27 13.(a)TNS P.F.D.PREPARED BY 146 ENGINEER IS COMM AND DOES MT PROVIDE WOMMAN FOR A SITE SPECIFIC PROADUll L4.WHERE THE SIZE OONK110NS amm PROM THE P.ED. TYPICAL SHUTTER E AMION BEET 28 (b)COMIHAC(OR TO BE RESPONSIBLE FOR TME SELECTION.PURL1hL•A6 MIO*WAI A110N HNg1)DNO WE SAFETY OF DO PROOUCF BMW ON THIS P.M.PROVIDED K(SHE DOES NOT MUTE AREAS NJ WiNEGI B Anc ONLy iNDY 11E COIdiON6 0[7ARE0 ON 716 DOCIAIOR.OONARIICIipi SAF'E.Y AT SHE 6 THE O011FWAC70R'S RFSPON9IBIL7IY. (a)1B P.Ea WLL EE CONSOFRED NV ALD F M]FRED BY ANY WAM O W SUMON DETAILS,METAL SND HALLS BEET 28% (4)SIZE SPDXX PR LOIS SHALL BE PREPARED N A ROM WGISIM D DONEER OR ARCNMECT WUM MAIL BECOME THE DMIRR OF RECORD(EO.R)FOR THE PROJECT AND MD WILL. BE RESPOH E FOR THE PROPER USE OF THE P.ED.E?30 M OF RDCORD6 ACRNO AS A DOMI D EMME R TO THE P.ED.ET MEGR SHALL SiIBMT TO TN TATTED THE STIE SPCCMIO (.)ORMIAL PEO.%WL BEAR THE DUE AHD ORCIYL SEAL AND SOtMTURRE OF THE PROPESSMAL ETMICE t OF RECORD TMT PREPARED ff. FMDA BUILDING CODE 06 Nigh Vewty Numcane Zme A • - ``_`1`�NI Nb/ AAA `. P""� •��� yy A 2010 RA9TIDF METAL SUPPLY.INc. THIS ORO=SHALL ONLY BE USED TO :��� to �ERTNA NVTM O_MN PERMITS IN THE STATE OF FLORIDA �� 3; �� 1�C O,,,,, AmSmSmAm Accordion Shutter System s A >♦ i .WX A OR 1 kV,WINO 1H WADE k ILv.= American.Sh~ Systema oRUTM 81i TTLIJT TESTING&ENGINEERING COMPANY M am N.t axe.a.Lt..ata VINOW GNIM .MAUI 338 AssoolaltonA Ino. 1 OID 11-Ma G/la/u lWtr W 13 1 Phan.:(306)071-13M.FaA t(3W)871-1631 4260 Waetroade Drive 2 NG No WALTE�aoa7w40DO ol` west.Palm Beach, Fl 37407 4 JW1084 P.E. St�Yt DATE SHEET rn1 woo.euoe OHV SOLID BLADE O HN GLADE �HV UN FLOATER ®� f 18D• STARTER COVERED UNDER US PATENT 179 COVERED UNDERUS PATENT 3488179 �pRUSE W/ O6065-T5ALLOY IND TEMPER QUALIFIED FOR USE W/HV GIME; 10dcQ2 (:AD HV BtDE(v&®1 HV WNDOW 6093-T6 ALLOY AND 7EYPER /HV 6063-IB ALLOY ARDTEl1PER •SEE OF BLADE ON SHEET 28-- ---- --- _ 1 6063-T8 ALLOY AND TEMPER ND• EMPER - - Al. - -- ,O6S HY ADJ. 7 1 - — - O QUALIFIED-F HV- -@Hv wAl,K-ovig irRAcK - QUIWRED FOgt�US W -W 9 HY AW, FLOOR I -TB ALLOY AND TEMPER 606]-76 AllA$N NPER QUA11 OR �5E W/ HV Qftm / HV SLIDE a U ONL. 1�4V_ RAINGUARD ® bi 6063-T6 ALLOY AND TEMPER OAUFIED FOR USE W/HV LLO AND-TEMPER BLADE 1 4 2. VAFO 1.9]0' ft3-T6 ALLOY AND TEMPER 1s r_ .aer _..981. ow• too•• 1.666' �• eTb 1 HY HEADER/SILL X61• 11 HV CEILING HEADER ® 1® HD CEILING HEADER/SILL Q ED FOR USE W/ HV.BIADEMONLY, QUALIFIED TB LW W. PEIP)ONLY Q ED MR USE W/HV MMEQ 14 ND WALL HEADEgLS1LL SHD CEILING HEAD�SILL SEE SECTIONS FOR VAL SEE SECTIONS FO VALIDITY. QUAIJFI FOQ USE W"HV RR USE W/HV 8WE 1 do 2 6083-T6 ALLOY AND TEMPER 6063-70 ALLOY AND TEMPER B1ME 1 ONLY. 606)-T6 ALLOY AND TEMPERO O 6083-T6 Y AND TEMPER WMPOMW A a 11 72 VBLADEjAuFlm 11 Y E Wl% YwLi Y 2' 113 © 2' S MNI. //8' 1/0• HVQ Y Y 0.090 Y 1' 001 ® z' r wx 0.19Y 0.191• 161U2 • g1 SIDE ANGLES 1 LIINU NG Fg ® 95• r MAx. 0.190' also• w 2�Q ED SWTS ul FOfi MISE W/W QUALIFIED FOR USE W/L HV �TIauFlBLADE�1 & 8063-1�11)ANDEMPER B6)3M-T6�Al �i1ND�TIEMPER 6063-78 ALLAY AND TEMPER pauuulwurni FLORIDA BUILDING CODE Vskedy LiTtcone Ione ...... ..4�J,�j4 - •2016 L61ERN NEFAL SUPPLY•dG r���\•' .���s�.�9 BERTHA HVil+ A S S A Accordion Shutter System ■ ■ ■ ■ V. 1 NON.V.wow WME aIV.lux o:• ,rte T�'+ Am61tOOn Shultw Sydems vATt CROWN IM ILL F 7ILLR TESTING t EHOINEERINO COMPANY A6aodollon. Inc. , aD 11-W/ 04113115 am 04/13/15 S=KK 3/a 6L.SW..aha VOOM GODOM nW=331 PAon. [707)671-1670.Faa.t7ae1671-1671 4288 Weelroade Drive a \ 1s o�CCer°°W°o1i9 West Palm Beach. FL 33407 7 ORAYANO No AL EN4,0 15-084 "r/hU111111ii6o� W IM A MUT J.AL -4 FLOM Ud6 1"107 ISHP.E. SEAL/SIGNATURE/OA7E EET 1) .713• SEllia fWQD MW PAlam mm • , 6M V* iD • am TM062' � - � J1 ----- 2t HV—�ENTERMIATE_ — - RM FOR USE W/ FN GLAD &®ONLY ® HV LOCK 8093-T8 ALLOY AND PER QU ID Fat USE W/HV BLADE 1 & ONLY QUAIFIEO USE W/HV -®QUALIFIED OIt USE w 6063-T8 ALLOY AND IEYPE LADE i & ®ONLY. BLADE & NLY. -- - — - _ - �ALIFIED-FOR USX W/aHV-BLADE 1 ONLY - o. - - -- 8 -- - — — -- -8065-T6 Y D TEMPER -nSM RDI4- -p MaDFD 7SCRE - _ _ -- •Am RMNG — - - �_ L X 3�4'- sEFDRE IRIYETING - S.S. THIJ BSCRflN 1 MO-20 RIVNU" *sniffs 71414 AMMIEM(=4-T3 am)WX FLVW nw 219Y4 SFUEr WSW.PARR I 09M AS+WesAMRM err MO. PLAN 0 im.a VA.M ® N MALE 'T' LOCK CE 0*"W i MXK FMWPOW.NEW JORSEY 07034 OR E WL © LOCKER FOR 'T' LOCK CIE MATE QUALIFIED FOR USE w/W BLADE T)ONLY ® ' ® � ® IN ALTERNAME QUALIFIED FOR USE W/HV BLADE(j)ONLY 8063-TB ALLOY AND TEMPER QUAUFlED FOR USE W/ HV BLADE 1 ONLY QUALIFIED FOR QUALM C&USE W 11V 6063-T8 ALLOY AND TEMPE6063-T6 ALLOY AND TEMPS W/HV BLADE 1QONLY. BLADE 1 ONLY. 1,917 t 3.151 a&83* CaZMER OR — .214'• .OB] .214•• KLY Cn*c 4 �i ae7s•wh HD CENTERMAJ u t.t2s•Mos. O QUIWFIED FOR & 2 ®QUALIFIED FOR USE W/ HV BLADE 1 , & 2 O a O 60 ALLOY AND TEH11 CENTE RT MPER 6063-TG ALLOY AND TEMPER / V 12'UK •® O 1/4•rzo ss oR s/a'►+a QU/WFlED f0 �Y D TEN E 1 &2 (�TlAuesa+Ews 3t/Y cn MER &1V oft Qa OR KEY s CWADER ® LOCKING ROOD 1.Ta 1b.. S'• CY/410 ® HD LOCK QUALIFIED FOR USE W/AND=EIIPER ACETAL REGBLADE 10&© 8083-TB ALLOY AND HARDWARE MORTISE LOCKS SIXffS 2333 NOOK BOLT LOCK. ®� 380-16 SERIES S.S. THUMFl!-,rW2§ QUALIFIED FOR USE W HV LADE 1 2 D LLED AT TRACKS FOR PROPER 1BE DMENT QUAtIF! FW HOLE FOORUNBBLADE O&© QUALIFIED,FOR USE W, E & FLORIDA BUILDING CODE (Ln •yd'& urrtwne Zone ```�V�`.`R •�TI����4/// " O 2015 UWRH MEML SUPPLY,INC. A.S.S.A. BERTHA HVT� IL E C O Awa. Accordion S V. hutter System 'BLADE 1 W OR W W.!NOUN MADE&RY.BLADE Amertean Shutter Syehme olscR M a1R CRON EM M.L. g TIWT IESRNQ& ENGINEERING COMPANY :,• STA7E OF f e169 Na.Sea S1.SW 3w.V71 M GMCOa FWWA 3310 Aseaotallon. Ina. 1 aD 11-Ru MA3/13WD 04/13/15 .� 4268 Westroads D vna.1(aea)ert-t6S0.rm,(sos)e7t-1637 rive : q F• • West Palm Beach, FL 33407 s DRAWING No 's��(e9NAL�tN�;��°� MIM A.TIWT Jr RE 4 15-084 P. S ���;Nj►�URE/DAi� F10ROs M.}"167a SHEET a/a a 41 ' SHUTTER ASSEMBLY SCHEDULE FOR fo 3 HV QA HV A AND HV Q BLADES. HV BLADE 1 n -Q _NV BLADE-1A HV BLADE 2 - — - - — MO or HV..LONG_RECESSED NYLON -BUSHING— HV SHORT RECESSED NYLON BUSHING U_ HV NYLON-HAT WASHER _ EXTERIOR _.— 4 ® HV WHEEL CARRIAGE AISI 302-303 SERIES -- - 41- �> • g - - 0.870"x3/16" THICK NYLON WHEEL. or 3 0.188"0 AISI 302 SERIES S.S. RIVETS 1 or c( @ or 4Q3 HV 1 3/4" ACCORDION PIN W/ #8 HEAD 'I` 2551 EMCHTS1 W@ or(D 4f�3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD �` EXTERIOR POLYC® (SEE SHEET 27) IMPACT RESISTANT HV WINDOW j ( or " T1fPtCAL SHUTTER ASSEMBLY (1)HV PIN Q SHALL ALWAYS BE USED AT ALL 00MOR SCALE:3/8•= 1• HV PIN @ OR @ AT t16TTOtd KNOCK=OF HV ACCOBOION SYSTEM W/HV 1Q OR BLADE'S KNUCKLE. 00.324 HY®e= (SEE NOTE U FOR 3 (2)HV PN @ MAY BE USED W LIEU OF 0 AND ONLY AT REQUIREMENTS) 0084M BUM KNUCKLES OF HV ACCORDION SYMM W/KVp2 d DLADE WHEN CORRESPONDING TO NSTALLAMONS*W AND`OW SHEET 22 B (3)IN PN®OR 0 W/1/2"O.D. 1/1 S'THICK S.S.WASHER SHAIX itUSFD FOR- MOUNT NSTAUATION PER DETAIL X, WHE&24EL GAi�RIAGE DETAIL N.T.S. . ASSEMBLY LAYOUT Ig11111111111/I/// N'TjL FLORIDA IONLDINO CODE Non WI h Velocity Hurricane Zane �0��,��T","•Uu,EN•.l/)'�4i� 0 2015 WWW METAL SUPPLY.M. 1LX-c=e c. Aw w w/yw Accordion Shutter System 8" 1 11DR W/O ttV.UM W X R H.V.BLADE z 9 A L F MUTT TESTING do ENGINEERING COMPANY A�BKoa/t Shutter System V. arsesrw I Daunt Bn ar•.�( k.Qa� WW MM.saa.St,W.aoe,VAa1N WWM t OMA 331U Assoatatlon. Ina. 1 OLD 11-1N 1J/IS aaO o4 13 is Ph» -poeje7/-t5T0.Fm:{3031M1-fsst 4268 Westmeds Drive 2 '" We Palm Beach, FL 33407 a OPAWING No Mtunlla�`` WOM A=Mr Sr.P.£ a 15-084 P.E. SEAL/SIGnATURE/DATE F1OAvA m#"vii a SHEET e OF 28 °' *NiTES ON HV L CKE AND ENTERMATES: A N C 0 M N U 7 T � • t.MANDIGINW CMURMONJU ONE W LOCK Q er SW1U.BE USLD AT tj2 OF=SPAN FOR ANY SPAN OR 12'ABOVE OR OF OCHLRiER SPAN SPANS UP TO 109;AND FOR TANS T ANY 8"A''00' HV I%, S". µAY USED AS AN Uf5lOE OR OWSiDE LOOK.At1AgIED TO OR SL {2 42V 20 x t/r LONG FIAT READ$.S.N.S.tOWW OF LOCO AS IEU ON �0i 2 -IF DMED.FOR BETIER PERFORWINCE p�FOR-SMM PURPOSES UP TO TWO HV - - - -- OR SEND 8E AS iNgCAY BE LISED ASTED NOTE AN INSIGEABOVE OUD�IDE LOCK.CONNEL'i1p1 OF LOW TO CENIFRNR7M lOG OF LOCKS SFULL E AS IleI1G1 ON TYPICAL SNORER ELt:YAtWN. - _ PO LOCKING X' WwMAL CONN" OR JR I>YSI(L1G 1 RODS ARENGT REQUIRED AT LLiRKtiINE SWN.BUT MAY AN 0' +^ - w MAY ALSOusm F DESIRED BE WED A STAC�POSAWN(NON NUREGCANE PGSNK)H}�� ALTERNATIVE DEVICE -. A AND BI4. MPORTW�M� EiEYAIX NV f�WK � S11AlL BE USED AS d115WE OR WSDE LOCIfUSED AT DORM CENIMMES FOR AW�� - (�) - - — — ATOP&ACHED SLU11�MATELI�1/ LOCK x 1 2"BE AS RIWCATED ON 3YP1GL SHUTIIR flE/ATWN IMKBWU SHUTTER SPAN SHALL BE OE1F]7LMFED AS PER SCHEDULES SHOWN ON SIW 12. a� a 9 ONE ALtIFNATE FIV LOCK MJ1Y IN LIEU OF KV LUCK or FOR ANY SPAN ANO 6 fit! i tNST TKtNS AT ANY ETt1AAT10N.AL TE LOCK MAY BE USED AS AN OR OUTSIDE LACK.ATIACHMEINT / D _ OF 1/4 f-2WIV S.S.THUMBSCREW TO OR CFNNRW1tE5 SFIALL¢EµADE M/"/40-20./40= I a aFP WVW AS SHOWN ON SECRON HUE,SHEET a LACK SHALL BE,LSDD AT t/2 W sSPAR LOCKS AT 1/3 OF SHUFIER SPAN. MOTES ON HV 'T" LOCKS AND COMMAIM, ,. SEE ENo DIVE IUTERNAtE W r,ACK MAY IN LEV OF Hv LOCKS OR FOR ANY SPAN CONNESHEET 11 OF LACK AT AW W=0ES USNAWK BE USED AS AN VISWE OR LOM G gFaNFO /LOX o-! A' 1�Wt;N SECTION M% SHM BOLT W WHW ATIACHMEW DETAILS oN r o x v x MW BE SHEET tt 1YP. 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'I' CORNER CQ(IQtNA1E aj MAY BE USED AT/4L Ll+-MAX,SPAN FORHINT MOUNTING INSFALWTIONS. _ - MO(HING INSTALLATIONS.LOCaNG SPECWATIONS V 1JAX.SPAN FOR LLAOR/CELLNO MOUNTING 80 9'-10' 9'-10' f0'-0' 10'-D' 80 9'-f 0• 9'-f0 SLWL BE AS INDlfi1TED ON MANDATORY CONDITION/2 O6Ti12L1110NS 85 9•-6' 91-6' 9'-9' 10•-S- 85 91-6• D'-8' NOTE P.SHEET 5. 90 9=3' 9'-3' 9'-5' f0'-1' 90 9'-Y r--r FOR A GNM NEGAINEASA.DESIGN PRESSURE RATING. 95 B'-0' 8'-9- 9'-2• 9'-10' 85 9'-0' W-9- DETERMINE 100 81-9- W-4' 9'-0' 9'-7' 100 W-9- 8'-4' L7--NAIL SPAN FOR CALL MOUNIM INSIA11ATIONS. 105 W-7• r-11• W-9' 9'-4' 105 8'-7' r-11' L2--LUX.SPAN FOR LU M/CEILM MOUWNG 110 8'-4' r-7' W-7' 9•-2' 110 8'-4• r-7- SEPARATION TO GLASS SCHEDULE 1NSfA°"10NS 115 W-2' 7'-Y 8'-4' 8'-11' 115 W-2' 7*-r FINAL MA101AN ALLOWAOE SPAN IS EQUAL TO THE 120 6'-0• W-11- W-2' W-9' 120 8'-O- 6•-110 MINIMUM SERYEEN W.'L2+•,•L7-'AND 12-' 125 r-lo' W-6- e'-0- 6•-s• 125 7'-to• e•-6• WIND ZONE MINIMUM 130 (4)CO TO ANCHOR SOEWLE WITH FINAL MA1awM 135 -7- 6 W'-2*r-8• -;tr-1o• 8-1- 135 r-8- 8•-S' ASTM E-1996 SEPARATION ALLOWABLE SPAN AHD NEGATIVE A.S.D.DESIGN ' r-9- 9• t35 r- *r-7* e'-2• TO GLASS �RE RATING TO EMUNE MA)UMUM ANCHOR 140 7 r=5' S'-11' 7'-7' 7'-6' 140 7�5' S'-11' SPADIN& 145 ?*-,r5•-D' 7'-57 7'-r 145 T-Y 7-9• t5o 7-2- 1s'-7• r-4• 71-W 1-507'-2- s-r 1 THRU 3 155 T-0' S'-S' T-2' V-9• 155 7•-W S'-5' . 160 W-11' 1 W-2' r-1' 8'-7' 160 W-111 5-2' 165 9'-lo• S'-1' Y-0 W-4' 165 6'-70- V-i' 170 W-9• V-11' 6'-11- G'-2' 170 8'-9' 4-11• 175 6'-7' 4•-9 6'-9' 8'-D' 175 V-7' 4'-9• ISO W-8' 4'-6' 6'-8' S'-70' 180 6'-6- 4'-8' 185 6'-S' 4•-8' 8'-7' S'-8' 185 8'-5" 4'-6' 190 8'-4' 4'-y -e- 5'-5' 190 W H V BLADE - 195 e•-3' 4'-s' 6'-s' s'-s' 195 e•-s. 4._y. . 200 e'-2' '4•-2' B'-4' W-3' 200 6'-2• 4•-2• 205 6'-f• 4'-1' 6'-J' S'-t' 205 a•-1' 4•-Y -- FLORIDA BUILDING CODE Non NL h Vaiocit N9rric6ne lone A;.... 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N�Iwl'.� R.N.R it ~��i� �f.N• '�RRRB g1I I MIT I7I SPECIt 1CATIgNS qN ANCHOR REQUIREAAENTS t3gURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (9E IpONfti69 G 0.a K ON SHEETS a k'7) 1.ANCHORS TO SUBSTRATE SHALL EE AS FOLLOWS; IOIEIOO am - rOUED C011eEu (A) To EISSR HO POURED CONCRM Oft f6•.3 IMG wxm EOWALLSPAM .SIU.MOUNTING @CEIUNG MGUNRNG ©FWOR mouNiiNG -114 t TAPCON Ott TAPCON Ernes AOVAHDFD TiNFJlOF'0let TBpONDIOCY ANClHORS.As MANIIFACIURED to 1f.W.BUL11Ex.(1.h f6�3 -1J4h%314'ALL POINfS 50110-SET ANCFfORB.AS DISiRBUIED 0T ASL PO{t0S SCRLIS BOLT k SPlCYLn CCMPANf.(Kra fc S AM calm eza -1/4.1 EE31E TAP H%ttC#SE AHCtDRS W/CAP A5 MAESUFACTIZtED 0T FtARDl1 F7SIINER9 NAAE6T x fe-2 Doi) 30140140173100 tm teo W140 60 73 NO tm tao tae ao 7a »1m f00 2a6 TAPCOMUPCOM NtlFt AO LACED -+/4 TAPPERF AtNCNOl6 AS YAMIFACIt4tED Bf POWERS FATTFNETis;INR.ANP DI5INBUTED of ALL PTliis SCl+EM;BOLT k SFf.GALn } / 6 O TtiRFAOFORM TBCiBDtAT.Y tAMPAtiY OR AHK OTtER APPROVED 0UlKED QR A1J0WtE1ED VF2IDOR NlAI T11E ASETeONt SHUTTE7t SYSTQAS ASSOCIAIDtL iR:. S'-Ir 4 11*1161 0 8 5 e 6 14112 1012 0 e a 6 14111 IO B a a • s. Sab-SO (186•f6..S 2r) Oft IM1412 1D 1 9 a a a e,1to 112 10 9 0 16 1 It a 14112 1a 0 Is a • a BENNE TAP W tJP Np .w tt 12 IO 9 s a a 7 14 it 10 O e 4 0 O 14112 1 9 8 • e _ __- AI)Wel ptBEDLEH1.Mo,POUM CONMM OF.7APCON.OR TAP'CON 1111111-AMANCED 7HAF/aFM-TEMNUM IWpppg AIA-TAPPfR4 - - 12 t0 • a 7 88 3A 1 12 10 e 6 14112 t 9 a • e - TAPPFRt ANCHORS 19 1 3/47.AHO FOR BLUE TAP WJ CAP ANCHM 15 S 112' i2 10 9 a a • a gi4 I 12 t0 9 8 a • 6 14112 t0 0 6 a • S8 4 12 t0 0 80 0 4 14112 10 0 6 8 0 45 t4102 10 0 3 6 4 3A AN 2)LOWN E IREDLENF OF 1/4{2 3/4'ALL POKIS SCUD-SET ANCHORS SHALL BE 710.INTO TK POURED CONOREM NO MOMENT 14 ill tic I B. a a a 4A 14 Ill t0 9 a e 6 53 14112 10 9 6 a e 4A INTO STUCCO SHALL BE FEliAERED.i/4'#-20 SS.MACHINE SCREW US@ SCUD BE t i/r UIP Ifff"_SHILL SE000O W.NA _ 11211019 A 0.a 3A - 24112 10 0 0 -5-- - 14 1Z t 9 0- aA - •` Ly[gICM OF ts[.Ftll _- ""- - 14 11 t0 9 . a At 6 14112 t0 9 a 6 -r ea t4 /Z 10' 9 6 - _ • I Ae 06sasl la - - - - -- ----- -- - -- 5 14 1S M 9 a 7. 4 - ti iZ t0 9 0 0.6 5 35 t4 12 t0 a aA 5 3A 3 A.3)IN CASE THAT PREGLIF STO7E.PREMA4F CMCRET'E PALM-.PAVERS OR AIT VENEER BE FOUND 04 7HE O 41OD WALL OR FLOOR I4 12 10 9 a 7A 4A - r4 12 10 O 8 a '6 4A 14 12 10 9 • 0 45 ANCHORS SEWS.BE LORD ENOUGH TO REACH TEE"SHOICRW BMW SAID IOL FtHSMES. SHALL BE AS INDIGAIM ON tt i2 7b 4A - - 4 1 0 9 6 6 as 4 t4 1 10 9 8 4A 33 NOTES At k A2)A00NE.FOR OISFALLAtt M ON WiYL SCUD OR am wN 0R wnw MEDS mw COW'IAT TIES ENGINEER.FOR TO 0 0 a - 14112 1019 0 0 • 6 14112 10 0 6 e8 6 3M 0710 En NIIN WK STUDS SM SHEET 25A - 4 10 7.5 3 - 14112 HIM 7 &51 4 3 14112 Ifa3 10014 1 1- _ _ - t-12 10" O 0- a - - 14-112 10' O 6 0.8 - se 14 12 IO ad 'B a - - -14 12 a ee eb 3 - - 4 12 t0 O 6 ea 4A 17 14 12 10 6 5 3A -LIT'12 t0 O a - - 14 12 t0 9 8 7 3 4 14 12 10 O 7A3Y C' _ .I4 1Z 10 6 as - - t4 12 0 7A 6 SS - H OA 7 aA 3.0 ^7 4' - - tt 12 10 9 A 4 - 14 1 7 7b - - . . " , k SPCLLION.17 4b - - t 12 10 9 7A 6A 4- - 14 12 9 7 6 3 AtY OILER APPROVED LiCFNSED OR AVnDR�O VENDOR F6FIS►EIHED M01N1 71E AMFRDGN Si1UI1'ER SYSIEIa ASSOCIATION.DNC. 4 12 f0 0 8A - - 4 1t f0 9 8 6 4 - 14 i t0 8 45 a 3s 4 12 me 7 55 3 - - is 12 8 W 8.a 4 3 - to 3 6 0 4 3 - 0.1)MINM UM DISM31ENT INTO OO WRM BLOCK OF TAFCOK BLUE TM W/CAP ANgM AND IAPPM+ANCHORS 1S 1 I/4•AND IAPCON to 12 9A A a -- - - to 12 Ile a a5 5 - - to 12 a 0 ea - - NSM AMANCM IMPEADFORM TECHDVW ANCHORS 14 1 ,a •b as a 35 - - - 14112 to a 4A 3 - - 14 IMP 4 - 0'^0' t4 12 to 0 a - - 14 12 to 9 7A 4A - - 14 12 a8 7 a.8 4 _ _ fit)LOURAI EMBEDMENT OF 1/4"d x 3/4"ALL POINTS SOUR-SET ANCHORS S1WL SE OMMY EYE M INTO IM MNCI7EM GLOM No i4 to 7A a - 14 11 7 6b 5 33 - - 11 b as 43 3b - H>f8FDMENT INTO StUCOO SHALL RE PERNTTIM iJe#-2o S.S WOUR£SCREW FEED SHALL.BE S t/2'LIM tun"SN6tU S ucM tt 12 6 aS L5 - - 14 12 e3 7 SA 4 - - it OS 1 5.5a 413 - - EOM AND H-MMM FOR VIIS WIN NO SI ICCO. lA 0.5 4 - - - - 14 12 0 7 e - - r4 1/ 7 &5 43 3.6 - t0'-o`is 2 1019 7A - - -114 12 10 a &S a - - 14 r2 a 5 6 - - fi3a N CASE TWR Pf57CASC'STQFF PROU51'CCHCREFE PANE19,PAYERS OR ANY VPM BE FOUND ON THE COSTING WALL OR FLOCK i4 7 a 3A - - - 13 Hua GA. 5 4 3 - - to 7 5 4 3 ^• - - ANCHOM S1tALL BE US Mi E7DIK'N 10 RFAgE 71E APA SIRI.P" ODIDID,SAD WALL FYYIES MICHORFOE SHALL BE AS OiDMED ON t4 tt 7A as -• - 14 to 2 a 5 4 - - oA 6 5 4 4 - - NOTES 0.t k fi7)ABOVE FOR MSIAUANOM ON WM MMD OR ECS NSM OR MIHOUF NEW SPUDS CgS4FL7 INS Eta.MML 0.6 a 6 - - 4 12 a 6A 4 - - 13 10 83 a 4 3 - - FOR MI INTO•EIFS WRH META.STUDS SEE SHEET 28k 1t'-O• 4 12 1C - - - 14 12 9 7 6 4A - - 14 QA 7 55 4A 36 - - 0A s -- - 12 9 6 4A--441- 3 - - 9 7 45 A 3 - - .(0) AIICFIORS SHALL BE INSO41En FOttOWI!!fN ALL OF THE ROCS ANO SFEdE%'ATDtG OF TE AtkNi0R5 MNMIFACRAIFR. li IO 7 - - - 14 7 a5 4b - - - rA as 4A 7e - - - A QI - - - - 14 IA JA a - - 12 6 4A ♦ ^ _ AC7H2N FMARONSHIP MR Mm 12•-O' /4 12 1 - - - 14112 8 e5 e5 - - 13 10 6.5 5 - KQQE DISTANCE VERSUS SPACM SC IMIR 10831 fb as 48 - - - It a 53 4 3I -• - - a 6 4 3 - - - UNMMN N4lCN1OR SPACINGS ARE VALID FOR EDGE DISTAMCM INDICATED SEUM FOR E 0.MS THAN THE tDICK ED.REDUCE ANCHOR SPACING 36 OA 6 •- - - - 1S 43 as 6 1 4 - - - 6 5 41- - - BY YULTPLYNO SPACM BMW OR SMIFDUEE BY INE FOILOWR70 FACTORS. 0 6A - 4 OA7 S.8 14,5 - - - it a5 lo.6 4.5133 - - - REDUCED SPACING MOMLESS IFMN MMMUY SPACING MOIOYIED FOR 1151 ANCHOR IYM 13'-0 t4 f2 - - - - - - 14 to 7 5 6 - _ - 2 9 6 4.3 14 - ^ FACTOR ACTUAL Ob a - - - - - 10 7A 6 4 31- 7A 4 3 ^ TAKM 12 9 a 4A 4 - - - 9b 7 6 4 - - - �p EDM TM= INFOCIP SRLF TE'CfBWEAGY �'PONE SOW SET BRIE TAA TIJ CAP WE TOPER+ 9.5 - - - A A 5 4 - - - _OR IXCF-D. 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FULL M." ism &SEE ANCHOR SPACING SpELLAE M SUMMONS S NTC MOOD FPoME t psi B RUM OR SLEET 10.AS UWED BY SPAT AND ASD USIGH M%(SEE NOTES 1 d 2 ABOVE} L 7.SEE ANCHOR SPACING SOHEDUE FOR NTIA11ATIDNS INTO POURED 3 Zr 111 COMORM OR CONCRETE 9GCX WALL ON SIEE79.1S 3 14 AS UMM BY SPAR AM ASD DE9BN LOAD(SEE MOM 1&2 ABOVE). 6 LMSM SEPARUM TO GAM SWEyRL PER ASTM E-19M d�a ) ® O WPM ZOW MMM SFPARWM W BASS UNUUnVD V=I D H W a tw 6 "v' I TM 3 DUSTING GLASS MN.SEtAFA 1W 10 QASS Ass ELEVATION S1a®uE ON SIM n FOR MME(D 4 ..'__ ------------ Aro a em 200 raR aATaseDel® --------------- T \ 4 AND W/a OR aOR MR3 (SEE EE�iE A CQlIF10WFS TYPICAL M HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE hAl SHUTTER*" N.T.S. FIMIDA HUILDHIO CODE H(h VeloCity HurricaneZone) ```YppU111M1HgU,/,,AA'''''' m 2015 USTERN METAL SUPPLY,WC. 11:T�cc/l BERTHA HVTM IL E CO �N�. A.S■S.A. Accordion Shutter System Y l ux A x OR V/0 V.ulnar WX&M MADE Mint TESANG a ENGINEERING COMPANY Ameltean ShuHer systems e�„„D, atMN an IL M .as MV.MU SL.St.Gar,WROFAA CNOa4 Rams 331 Aeeoelallon. Inc. , OD 11-10400/13/13 Dae 04/13/15 .— �-+� (305WI-155.F-:(MWI-1331 4288 Westroads Drive 9 �'s,0,r'• FCORIOQ`:��``� '-'""e�a�cftd91 West Palm Beach, FL 33407 a DRAWING No s.........��, �. WALTER A,11%T CJr,R a 15-084 �ppjE SHEET P.E. S�}r 1 M