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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Onlin - r Page 1 of 2 Fonda tD6(;i'irdii iltd Businesl Professi I Regulation E 150 .�i BCIS Home ling In 3 User Registration Hot TOPI6I Submit Surcharge i Stats&Foos Publicxbons i FBC Stan j BCIS Site Map I Links j searth-: G; :.° Product Approval USER: Publ c User PmduR Aoomval Menu > Predud or Aoolication Search > Application List > APPilraaon Detall FL # FL389-R8 Application Type Revision Code Version Application Status 2014 SCANNED Approved SCANNED BY BY CommentsSt. Lucie County St- Luce Countv Archived ❑ Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley , Irodriguez@easternmetal.com �0 /07 Technical Representative ST. LUCIE COUN BUILDING DIVISION Address/Phone/Email REVIEWED FOR COMPLIAN Quality Assurance Representative REVIEWED B Address/Phone/Email DATE PLANS AND PERM Category Shutters MUST BE KEPT ON SOB OR Subcategory Accordion NO INSPECTION WILL BE MADE 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 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 12131/2017- Validated By John W. Knezevich, PE 0 Validation Checklist - Hardcopy Received Certifcat-e�oTIndependence "FL389-R6=COf HV=ACCORDION-CI=NONHVHZ+odf- ` - -- Referenced Standard and Year (of Standard) Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code dMIAM VA`3YENSNS ON AiACHW$ ARE THE RESPONSIB UTY OF THE Year 2005 2005 2002 1994 THESE PLANS AND ALL RROPOM WORK ARE SUBJEeT TO ANY CORRECTIONS REQUIRED BY FIELD BJSPHCMRS THAT MAYBE flECMARY 110 Ol4 M TO COMPLY WITH ALL APPLICABLE CODES. http://www 12/9/2015 Florida 13uilding Code Onlin- Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/29/2015 t RE-E COPY 05/07/2015 O//2015 06/2222/2015 FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Extruded aluminum interlocking blades retained by tracks 1086 Blade 3 - (Non-HVHZ) - Drwg 15- (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-086.odf 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 "D".Max span is 12'-7" for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086.odf Created by Independent Third Party: Yes positive ASD load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for ISO psf ASD load for HV3 blade w/o window blade and 8'-11" for 62 psf, 9'-6" for 55 psf HV3 blade w/window blade working in 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 ASD 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 R8 II A.S.S.A. INC. DRWG.15-085.ndf 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 "D". Max. Span is 16'-0" for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.mJ Created by Independent Third Party: Yes p.s.f negative ASD load depending on centermates and locking rod configuration for the HV1 blade, 8'-O" for +64, -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 HVIA working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)- Drwg 15- (top and bottom) for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-084.pdf 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. 16'-0" span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P.E.R DRWG.15-084.pdf Created by Independent Third Party: Yes for Blade 1 and 18'-0" for Blade 2. See schedules an sheet 12, 25 and 28 respectively Contact Us :: 1940 North Monroe Street Tallahassee 3 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Caovriant 2007-2013 State of Florida.:: Privacv Statement:: Accessibility Statement:: Refund stammer Under Florida law, email addresses are public records. If you do not want your e-mall address released in response to a public -records reel do not send electronic mail to this entity. Instead, mntact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.275(1), Honda statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emall address if they have one. The mails 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 Departrnent 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 dirk bete_. product Approval Accepts: ® KH M Credit Ar I_4o�*S&AFE http://www.floridabuilding.org/nr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 12/9/2015 i ! 2014 Florida Building Code a160 i Mills, Short F, Associates 60 1339 I D ' I Eight Hundred Eighth Street PRONa: MIR.= :ndmed I Vero Beach, Florida 32962 O;� as 0.0 30.0 a ASCU 7 I A 26.0 li 130.0' I1, 80.0 r Version 7.1 s.0 II 2004 - 20I2 33b2 I Building Permit Edition lb.0p Wind Load Program n JOB INFORMATION Client 3212 S.Lake View Cir_4106 Address 32l2S.L,ke View Cir.d106,Fart Pie,ee.FL Cominany Mills. Short & meneirt. Job Number 15-3620 Pre mer Jaen W. Short. P.E. TOPOGRAPHICFACFOR [fill Flat-N°Hill 0A 0.0 0.0 0.0 IL 61 I WIND LOAD DESIGN INFORMATION { Nemlual Wind land Prayurn OPENING EFFECr1VE T�-"P- WIDT11 LENGTII OIAXIMUM MAXIM1fUMING WINO LOAD FOR: ZONE ELEVATION HIND AREA NOA Approval Number Nna Pressure Per NOA NenuLnxturcr M°del Number (rec0 (fret) (fret) (ygry) POSITIVE NEGATIVE PRESSURE(pyn PRESSURE(py0 STATE OF �i �LOR�QP' tSO ONP%- RECEI!'rD NOV 0 51015 I. ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE ROOF PITCH IS LESS THAN 2712" OR <= 10 DEGREES FILE COPY PROJECT NAME: SIMOS NOA or FL# FL389-R8 ADDRESS 32J2 SOUTH LAKES VIEW CR. APPT.# 106 NOA or FL# CITY/STATE FORT PIERCE,FL NOA or FL# CLADDING TYPE: STUCCO OVER CEMENT NOA or FL# COMPONENTS `AND CLADDING OF WALLS IL ULTIMATE DESIGN WIND 1" SPEED (Vult) 160 NOMINAL DESIGN WIND!SPEED (Vasd) 124 EXPOSURE I D MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 10 WIND DIRECTIONALITY FACTOR 0.85 ROLL DOWNS, WINDOWS, MULLIONS, HEADERS,STORM BARS etc. EFFECTIVE WIND AREAS ENCLOSED BUILDING GCpl= +0.18 <=16SF 10SF>r_20SF 20SF>r_50SF POSITIVE PRESSUR� (ZONE 4+5) 57.8 34.7 55.2 lil 51.8 31:`1";` NEGATIVE PRESSURE (INTERIOR ZONE 4) -75.7 -45.4 -72.7 -43.6 -68.6 -411 NEGATIVE PRESSU�E (END ZONES) -93.2 45.9 . -87.1 -52sZ; -78.9 -47..3:. II' PARTIALLY ENCLOSED BUILDING GCpi= +0.55 <=10SF 10SF><=20SF 20SF><=50SF POSITIVE PRESSURE ( ZONE 4+5) 77.5 46.5 75.0 45.0. 71.6 43.0 NEGATIVE PRES$Uj E (INTERIOR ZONE 4) -99.7 -59:8; —96.6 -58.0.j -92.5 -55.5, NEGATIVE PRESSURE (END ZONE 5) —117.2 0.3 '' -111.0 m 46.6 . —102.8 61.7 0 LIGHT GREIYAREAS ARE ALLOWABLE STRESS DESIGN PRESSURES I: II L C 0 OF I. 11/412015 Coastal Shuttei"o And Stuff (772) 335-9198 Port St. Lucie /-7n\ A n�IC C_� rf:_-__ / / / •� wI-cIIL TOIL r1B W CUSTOMER'S NAME PRODUCT LAYOUT SHEET ® Lt �op) •r T Eg2,u Fglarl lacf iH �p[� ih BMI Pion Dom'✓ ® a„ « /,0 /0 6 saao�r , I During installation we must have access in and I ACKNOWLEDGE AND UNDERSTAND THE ABOVE out of property for good installation. Owner, or someone with authority, must be present during installation to inspect and pay aMEISSAIGNaURE balance due. C i JNUTTAFA SC,N9L2uL E ®®�Ef� 1, tEAIIM 6V A4UOINR sIMNN S15ID1 04701H WINE BUAOwO C00E 11IS /CWMIOU SHUfiEA SISTER YAr eE M'WI I LDlas slue rE DETBRF M PER c,, DE!OGN 7Elm WIw A OIFINGS MpNVRY FAN1Ut KOW.&9. RU O6SFU iRL911E MRFGS wMGND ON 51FE1$ 11TN1 w OROCR To vEzrr THE ABOE covai H, INNATE 0F50 ar IM>RYNG nRll ar ae N ofmHR ro COIPARE INESE N ORDER TO VEIRFT DIRT HUMORS ON TIS PELF. AS M ILVR MCOAOpY 9WU0I SI s IDCOU/LY FOR MIID M -xu BADE tQ1m14a1-aY, p>lxGl-ax /1004.01-0a -Mr WNDOA B/DC ® josceol-OB M TM mt. 301 & -W BADE®/w22D1-OS AS TER TA4 mt. TM RELAY 2. W NADE(DOM IN BIADEGURC EIWNDRm M R IN OADE(}YD H7 MNWR OAOE ® AIE OIDRR[D!m 4. NL AM4HUU E MWRO S SMLL 6E IIIYNW ASSOa01N Epi eWe-1S ILW. x ALL SINEWS ro IyE smoCO & y 5 SIDE ]04 OR ]16 ASH: =aHN a swu cNIPLr w/ nONaA NAFWp coGEs6D e. BOLM TO BC Asw A-D07 GALVANZED STEEL. OR Usl S114 E 7. SEE THE FUXW%C 9UE15 FOR MLHNR SR.@KATY@ M a THIS WDIM N.V. IECORDDN 91UnER SYSTEM BEARS A US GSTERM IETLL BEPLY. Na 9. R SNNL 8[ THE DIY M TIE C0IURAE'rOR TO M SFIL/CNAX AIL SIMiBI COIRONEM EacEs WROI IEYAaI 10, E0C11 UHO YST BEAR PEtMNEHr EAA[EIT. w A Vmvr MAr 11. 9MiE1 YLWFACME7S MM SURE BE MOM ON A SHUL BE PLACFO FOR 09N OPENNa IABLLO ro WIEI 12. BERRM HV. IvcONcR SXUf1ER Bi6TEYS UFSTAIIAl1011 01 YwdE PEWR S APPLIm 10. to (e) THIS P.FD. PNPHlm BY NOS ENC.MEEt S GE,,saO AN (B) CMDRLLTUT W BE PESPoNSMLE F N THE SF]FCIEX, E FRNI THE NNYPANS OETMED ON IRIS OCCMQFT. CO (e) THIS P.M N BE C01l9URm alvWD O N.IDEO Br (d) BEERE9U�CP FORR NrEPROP R M W TN PTA E NCLMINS FOR REMY. (a) CMONN. PE.a SHNL BEM THE OUE AND OROFUI. W THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERIIRS IN THE STATE OF FLORIDA F LE VWIIO M W161WLE IN MCOItI NLCE WON TIE m14 (9H MUpU) OF TIE FIB FIE A k EffWM CODE mR A 0E90 MD ND® RERIMM W IIRE &RSUCIIMR W1ERE SMRTFR MLL 7-10 FOR WA110rWNS UNDER M14 M BVIGN) FDO AlD SIWL NOT a,,, 111E LMBNUY (ASD.) M 28 & 2M E 7-10 SHUT. W FIRST REDUCED TO "0, Ott! Mrv0 Y RAflDS R M) ON 9HET5 12 THRU 17. M A M & aM E HOl OOFMTRE4ED. A 3S R NOZUE w AUOAMIE LMD3 TAP WPD IUDS M4 )DI USED w TIFIR NMLY9S BfImM 1641E NPACf lOM HIS BEET VdeFlro N A0.bId1NKE WOH SE010N 1028 6 TIRE A60.i YFIIIONm CODE M PFA An /031702-M /0603D1-10 AND 1021WI-11 M PER TM ml. TM 202 IJD TAS 20.T PNROCOx % MID aTmal-OB M TER TM m2 PRM000L P CIOCCM YON FIDN MEN N AREAS WHERE TIE DESIGN ME5S11@S IMNMMN TROY W UUMON WON LICH ODUR UTAER >HE CUdIV1 U ffVO1C IS AND WNDURS OF USE elcajO p ON SHEET M M AND FOR ann r YOUNfr mHPDRNR TO TVEKS SHUL BE / i4r1.76 AHD 14K1-M RFSPECTNIMY. 4TO-M ISEYUY > MO W TU ME sRENCIH. PINS SNYL BE paOm MIN BERUM wCOAIOD ASHEN M YNNFICNIED A 1 ASIDE A4U2M0N PUS Mr BEM TIE HA YAYMEG ON THEIR HE L NO IEDH7R M NMCJUD M SHEETS 2 " I YWNLY Y&TD SUEHGiN FOR EONS-M A S 31.7 W MT 3 7 N I)R0.05EH RIMNN CMIED ww" zPml M PER 10R 50018 WTIH SO W M. YDD MENDIN AND 0 Mi NIL TESNE I.0 x4 EraLr soalEss sEv, wm u W IDHuuY Tm snRFNcm 13.14.lxlan a 2EA ae. 3 ® WKKwO N UNW.. 11 14 & 16 N'>76DBE CUBUFENI9 OF 7115 APPMN& ME OOHED. w MIME OR w PMT BY U.a M1EHT i5'45B,Im SBNm 10 E SCUm1E5S O THE STRUCNVE A1EFE 9NIIE1 S TO M ATT7D®ro sumzE HDNR AVnISR70E MNrRIcI R TO >SIEMO N CCMIMIOA courw MUI TIE BMD4W m PpEY'EM WM/M2E aa,I M C 6 G NOTE NERNO PENOLS OF HUPA10wE IYAPIFINGS 11011E OWNER. TERACr. M OnEi6. MUST PROPERLY OME Ill MYOE 1000011 M /{WIMON 9NIIFR N KCORDMCE WHIN SECION 171MU a FlN WRf,NO CODE NE IAGEL aLHDx moaz a THE i1D0M ewlnlFc caoE PLY tlfH SPECS NI1gL'Vro N TIS 01WYJ0 0.1E ATf! BMDPD AID ZOHPD IECUAIOIS PRtlREO BY TIE .Al1t6p0Rp1 NN PRQ/ME HEUOaUw FOR A BRIE SPFAiID PROEEOF, !+. NHUE 11E 91E CCMORKES OOMiE TROY TIE RED. N NSTAUASM IH W CO R0 BAPEN gl1Ys FROpIOf, MSEO ON TIN PRO. PROAOm IWJSIE OOHS NOT OEAUE GH sAFEIr AY sTE Is THE cONTPAema's MSPaNSMUIv. SMM JRE OF THE PRNEAIODL ENGNEFR OF, RECORD MT PNPN® B. IL EC01MC. RILIT TESnHO & EMINEMNO COMPANY 61se 6a 2&14 sR...tm noel wm&4 IIRFM a FT.uw : rs6swt-I610 . rm : Tsminl_m1 TABLE OF CONTENTS AREA 1• Hy BIADES (h M & 1%i GENERAL NOBS SHEET 1 STSTEII Po COINQAS 1-2D SHEET 2 SYSIEY ww ONPM 21� SHEET 3 TYAC& SIKI110R A40I&Y 38-0 MEA 2_• HV B)A9E? AND w WiN00W SHEET 4 B ApF (� i1YHFR I eY El TYNC& SHINIER OVATION & NOES ON LOCHS SHEET 8 OSTAUATKN DETAAS A-C, CONCJd1E/8iOCR SHEET 6 RbTAUATON 06INIS F-t. CONOEIC/&OOK SHEET 7 CENIFRIl4HE DEVVIS NP SHEET a CENIEWTE ALTEANAnNO DEPAS; w SHEET 9 CE2EIFR M DETNLS NO SHEET 10 END CONNECTION DETMS 1-6. CM0WWGLOCK SHEET it W M SPAN TABLES SHEET 12 ANCHOR SCH 3lRU- CONCRETE & BMK BEET 13 ANCHOR SCHEDULE- CONCRETE & BACK SHEET 14 "HUR SCIEORE- CONCRETE & BOOR SHEET 10 ANCHOR SCEDUlE- HOOD SHEET is ANCHOR SCHMIE- W000 SHEET 17 RSTALAHIO/ DEIAW Y-R. WDCD SHEET is OSTAUARDN OECNIS S-K. W000 SHEET 19 END COWEECDON DETAIIS 7-12 & X. NODD SHEET m AREA 3• W BLADE Q ONLY IYROAL SHINIER ELEVATION & HOTS ON IDC16 SHEET 21 I SNUATOR OEfAYS AA -CO. CONOETE SHEET 22 LIINERIOME WAU HD SHEET 0 ETD CONNEDIM CQADS 1-6 & K. NNCPETE/61DO( SHEET 24 UAXMUY SPAR TABLES SHEET m ANCHOR SCHEM41M CONCRETE MFA 1 EN WMDOW RLAnF hEIY ONLY SHEET 26 TTPIUL mom em & TAYMRY OLUL SHEET 27 IYPICIA SHUTTER ELEVATION SHEET m AREA 5, HV WMOOE RI ATIF MOy UISTALLATON DEMM NET& SNU PILLS SHEET 2M � � � � A S S A AmOrlmn. Shutter .Sc&E& ms Ax&00)ONODP Inc. 4268 Weseach. L 33 West Palm Bs6ch, FL 33407 d SIRS rASwDE LET/L wMy. M BERTHA ter S Accordion Shutter yster V. BVDE 1 A IN 1 HV. IRDO'9 BADE & NV. BUD ORAPNOI aLR "R e' w: LLL 1 m tl-1N N/O/N OOF: M IJ/1! x DRAWING Ne - _ _ _ _ s US PAIENF C.11t1� ��.�ngx�El'ul 11 110 �RI— ❑PI b I.BIT 6321 e6• I 11 FIV CEILING HEADER ED FOR USE W/ NV 8' 1 ONLY. SEE SECTIONS FOR VAUD WO T6 ALLOY AND RMPER If- YRN YMNL I'r IM01121 111 SIDE ANGLES FlED FO JSE W/ ITV BLADE I & Q 600-76 ALLOY AND TEMPER FLOATER QOEDPoVBADEQ& 2 TEMPER (xv BOHV WALK —OVER T� QUALIFIED FO�L�w HV BIAOEI Jt &DQ� 6065-T6 ALLOY AN MPER 6] • mp' QE0 RB•• 1©HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BADE Q( ) SEE SECTIONS FOR VALID". 600-16 ALLOY AND TEMPER COMNNDR A D T1 li MADE © Y s• uu I/W 1/a• wp ® Y 6. ALAS. 0.102' 0.182• w(z 1® 20• T W. aim. 0.190• wQ1 IL ECO1Na. MILLET TESUNG & ENGINEERING COMPANY z 71 t• sw OHV TRENCH TRACK OUAUFlED FOR USE IN NV BADE 1Q&Q ONL. 600-76 ALLOY AND TEMPER .1 • wr 14 Imp QUALIF L_tlEAQEB/(SILL WALIFIED Mum W Nv BADE Mum 6mE-m ALLOY AND TEMPER X Y t [[I I Y 2• 0.125 s I D lamol 'QACORNER POSTS LFlED FDg� USE W/ W BADE 1 & Q 6063-T6 ALLOY AND TEMPER A.S.S.A, Amerfoon ShuRor Syeteme Asaoalatton. Ina. 4268 Westroods Drive West Palm Beach. FL 33407 1@ HV RAINGUARD QUALIFIED FOR ME W/ HV BLADE 1 & 2. 600-76 ALLOY AND TIIa R u6t• SHD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BADE QO&Q WG6 TB ALLOY AND TEMPER DRAWING No FOR USE W/ rN E 606a-76 ALLOT AND M1 �J I :,m• 1 PLAN A FRaKf DLYAaDi © LOCKER FOR �Tw LOCK CENTER ATE QUALIFIED FOR USE W/ NV BLADE 1QONLY 606a-T6 ALLOY AND TEMPER I O 31a ® LOCKING RODA QUALIFIED FOR USE W/ NV BLADE©&® 60w-T6 ALLOY 00 TiiMPER 0 TPINSTAIATKRE WILL REQUITE A 7/16- NOL DFRIILLED AT TRACKS FOR PROPER EMSEDMENI ONLY 600-76 ALLOY AND w Y OUALHIEO FOR USE W/ NV DLADE 1 ONLY 6O66-T6 ALLAY AND TEMPER QUAUFlED FOR USE W/ NV I 6066-T6 ALLOY AND xlel .oaT 11a' if" OVALIFlED FOR UDE W/ HV BLADE n1 0 & 2 6063-76 ALLOY AND TEMPER 1�+M 1grogr6f LoLo 'A t A SI/2• CY1/PA 71LUT TESRNO & ENOINEFAING COMPANY ens xa xa. a t %7MM uwn = ml PAnr : (366)811-16]0 . Ea : (amje7l-IaJI .-en6: �mLwn msPULT P 810Rmm ATWf A.e, FYflM Ve. / H:CI $Q2 I P-m p6} Dar¢ IWID rAnaD ®FWM QUAUFIEO�0 RUSE W/ HV BIADE(iJ 6f ®ONLY. I m Np KWa616 1 /400-20 RNNUT8 Isum wN M16aw uTas-n AL" wYl nuD6 nw alb Tarmfr PMa/ Wm. A9WJEfK anm O ca a ®P.1PA49f/. ID .IX4Y eM1. aR fnYt. OU#Z MR AMMJ Fa USE W W WADE 1 ONLY. v Z mmrrmmOP �$ O/ • m MENT IW{OW® 6 2W NOT( DOLT 10IX. QUALIFIED FOR USE W/ NV BADE iQ, ® &02 FLORIDA BUILDING CODE m Ih h VIdb, BDaIoo,N, % 0 2o1s r1sDm1 uLv.L ssPLr, e+c seRT A My AmSmS.A. V.RAcicWord °nY kH� B E American Shutter Systems ,W1 ORW wn IX m: MA Assoolatlone Inc. I om n-w ana/u sae a u 1: 4268 Weetroods Drive a o N West Palm Beach.mtAWWG , FL 33407 a e AWNG SHUTTER ASSEMBLY SCHEDULE FOR HV M, HV AND HVIQ BLADES. 10 HV BLADE 1 y ® HV BLADE 1A { 1 20 HV BLADE 2 HV LONG RECESSED NYLON, BUSHING ® w SHORT RECESSED NYLONIBUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'x3/16" THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.SI RKIETS ® HV 1 3/4' ACCORDION PIN W/ g8 HEAD ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD ® (SEE SHEET 27) IMPACT RESISTANT HV WINDOW e (1) W AN ® S ALWAYS SE U= AT ALL.. DabWk ROT®avnE.OU x .N- OF NY mcoRWoN SY51EM w/ 1Qj OR xv (2) w m e w 8E U W uw Q O AND ONLY AT FOn m Room IONC1126 a NJ AIXOROnN svmN W/ 1N© RIARE WHM CORROMNDNO TO RWa MNS'CO• AND •OO•. SKET 21 I 1 (3) w AN fa OR Q WA 1/Y MD. 1 /lw tw= S.S. WASImi EXTERIOR TYPICAL SHUTTER ASSEMBLY SCALE: 3/8' - 1' e 24' o p . IYP. O �i WHEEL GARRIAGE DETAIL N.T.S. IL ECOENe. TRJJr TMnNO a ENGINEENNG COU= C11141 Jql. St. $ d4{ tTp'J LVlgy fly yll Pews : lamfan-1Saa . im : nM]Q)1-teat mur r, re un / ener �eFti-'1�LIa�741 (114� A.S.SwA. American Shutter Systems Assoclattene Inc. 4268 Westm ds 06. West Palm Beach. FL 33407 IERIOR OR®AT mans. *MR W) RYOIcono Zme > Y. R HVn :er Syste)n BwE a NV. BIDE our BIY ut tWm auto DRAWING Na 15-084 ®s©.OaOv 10 .�n RMER ELEVATION rr I OR ON W LOCK AND NT RMATES- O ELAOIB�aO1W m,mavl Ih ONE W LOCK ® or ® SNNL BE OSm AT 1/2 m BNOTIER wm fOR ANY SPAN oR 1r ABWE OR GF SNWIER SPAN FOR sPANs W TB 10.K:Arm roR �rr�TansF iNr EEEYATmn LN Lnpf r �WT BE NSm m AN MW OR WMIDE LOQE, 1MIM M ay qt 7y TWRS F5 W/(4) 1/4Y-20 x 1/2' LONG MT LOAD W% MS LOCARON OF LOCK SWIL SE M CArAIEu ON IYPIfAL-SNIIIFR ElEYARON. 2 T ff OE51Rm, FOR BEmA PERFOPoNNCE qt mN Smvw PDRP= LW TO 1B0 IN LOCKS R9 QB OR J lI y BE USEDD AS AN OI�E OR OIRSME IDOi. COnNMnM W LOCKS 10 CQOEMUES OR ®SHNL BE AS 1NNCum ON NOES (1) ABOIE: LOCKOF LOCKS SWU SE AS INDICA ON TTPICKL SNORE! ELL AWK W ON OF SNI STACKING ALOLL OR WO OF CORNER WINCNNf OR W/ 1/4' -20x1' S.SNS.TW6 A-1/4'h 5/6' RIVNOC Top WY BE NSfNiFD AT 1".1 OR tr W ABOVE AND BELOW WOSPAN. USE OF TWO Lociaa; R003 AND BONY IS MAEDLATOR/. CENTERMATE *NOTES 1' LI ONF ALTERWIE ND LOOK® MAUSm W LIDT OF NY IOa6 OR mR ANY SPN1 AND WSTAMATKES AT MWI &LIMMON. ALTE X MLec, QWY SE INm Aa Ill OBOE ON g1 j IDaC ATlACHU f aF !a = GA TO M W/ O je x A/C FJL SS1Lr ANO D C PElliaRCa@!f aSDif QD AS SIaRN ON SmOOES EaB-IN�AHO SNEEf M LOCK WY BE MS AT aDSPM OR 11' WaWAf BOON O(1 ABOVE 1 A`L USE OF 10C30N6 RCOS ® N CowumLY O nWL IL ECOENo. TUM TWHO a ENGINEEWNG COMPANY ss»LL<]tC A1 W4Y aV6W II4R\m P,v+: EmbTIll-19a. Eu: ELasMrl-Iml mM ®QVa1P NN]al A Dell b. Pl ElaBd Ma. J u1m A.S.S.A. Am/Etaan Shutter Systems AmaataKan, Inc. 4268 Wastfaads Drive West Palm Reach, FL 33407 E O wN 0 r' I u) YPr11 SMUNER 7S� 5E;M • E D. vN DEWYY p ERnE-cz I �L-ITC 0E TNLT TESTING & ENGINEERING COMPANY ewf xx xv. sa, m m won ulm4 nam\ u RE aIN nr9 W.1111A IWf Mlfi) h.a ilOap\ D4 I A VW -WALL SILL IN TA t 4TION INSTALLATION DETAILS W/ (') HV BLADE A.S.S.A. American Shutter Systems Assoclallon, lnc. 4268 Weslroeds Drive West Palm Beach, TL 33407 DRAWING No co R NA:NOM: (SQ S<MWIE ON w Nmf MR CDU!Mbk ON K eE • E. D. -�I-FO-OE1�aigN 117 ♦ FOR 1TPr11 SMNOR (SM W<DkA➢ ON WEErl4) 2- NOMaDC MCmN4 F/D! M COYOME9 Of ANY MAY TO SIRT ANY MTAaAOgL i �3 �MiTA AAD91[ E 61 filFa m A� PM M 6 [q( APPIJU&E 9AB� r APHxaIE PWRFO �E D. CN1F MT NE1D WNCNNEIE ANOIg6 REWaED FlAT HDID CDNOaIE HKNBRS PEOaRFD (!D: SG®aE OH SNFEF ]B) (� ARE °N 9DE' 1ST It TRENCH INSTALLATION 0 Hy WALK —OVER INSTALLATION Wau ONLY FOR UP TO +706 -75 Psr P ItE RAinO k FOR WP PER 9ofDalE N. 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No iaCs ®,.® OUT IN' r EN6 NO G/5a INSTALLATIONS W/ M HV *# ORIME 91Alit rM NVr G VMG ms Nt ' Oa G to • BLADE / CENT ATES �� ,■, mN et�E© Oa0 ®a O 10 •®o,®. ®a®.©" Cmsnm CASs � ------------------------------------------ S SYMMETRYCA OPPOSINGL sus. o rs• CEy(� NV 0 K A ar W/ Hy LOCK e o Nut sv+.�xnmN RILL muart. ro CAss 0 #� HVB- C IN O E O O I SNEET 12) HVD Lf'SlyUm ` U T. . iij Amoll "@,mJ �- A.S.S.A. TIWT TESNNO & ENGINEERING COMPANY American Shutter Systems eaa as at v. ma..n r++ose. nam. a: Association. Inc. Rene : (]m)S/1-1]N . !m : (lmjOT-1511 4268 We9(r0049 Drive �saamlo Wes[ Palm Beach, FL 33407 1N1F11 A aLT b. PL REAM � / NIM hE** IILDING CODE m Nb O MIS EASRPN No G +n• ---- I O Ea' GA �J SF£ GETNL % Fl •®- Sloe CONlTC(N 7D 07 0: E0.0 a�-o•® ,N DETAIL D OR r �wwn WxcxBE PGIalID CONCNLRE m OR CGNCWflE ON WNCPEIE WNCREIE 6LOCK MALL REggfQy aCl( WALL REWOifD BIDCN IIAft R[GIRI —E]IISnM O1A55 CUSa MNCRM 2' IR ExS11Na CIASS u Grnncmixn m tAisssc M Nx O ---- I • USE I OR 2' WK 1 q (eoea- a AINA') Ar IGONocNr (x)I/ •r nPooNs Axcxoxs ro OR O� sm OR G� nm Ar a� AT D( O) u2�[ u+ 2+� Gni NR S2AN5 WGIEIi TVN 1 CREG: BLOCK MALL ExaNIC uwEo � aws 4 uN sPAn+mv Y sib'------ --- - - +/22- wN— lr 'b' I — a sm xa _oR4 ___-s,�©°R���� 2• 11M. ♦SEE GNJ[NbN3 eE OSE FOR L BVDE OX RRET ?B m@m(g.(D VIEW Y OR Q� PLAN DETAIL X O ©•e�-O O ®• TALLATION n_Lly BLADE O HV WIN OW BLADE INTO ®•®'®®O•©' CONCRETE OR CONCRETE BLOCK WALL. fND GONNEGiION DETAIL© � ®•® ®-Q�•®-Oa RMIDA BUIID[NO CODE 1m High Yakut Nurrt(Wne lA A:71((%T✓ a ®zou rwsEmE uEw. survLrwe BERTHA A S S A 11 IL�E C O � � � Accordion Shutterr Systei Amerlean ShuH�r ma V. BUtE I p tll p N.4. MHOBW RALE a IM BIRD TIL EESBNG A ENGINEENING CONPAN7 Sya% oatmmv arz oamw ec Ny FATE OF ..'4 3 em ,�._�, �, xA va«ARuioe. RvaH a� Ass"kallon, DRIoA +. `� °Au•. (=,Wl-fax . rm i (wa)m+_+y+ 4268 Waffirocda Driva i West Pdm BeoeGPAWING No h• . J3A07 a _ _ SCHEDULE i1 MMIJUM SHUTER SPAN 'L+' OR 'L-' 00. FOR INSTALLATIONS W/ M ® & ® or or W/ ONE H.V. LOCK ® or ® or or HO LOCK ® W/ NO LOCKING RODS or CENTERYATR ® & W/ ONE HV •T' LOCI(®W/LINO LOCK[ G RODS ® TOP & BOTTOM ItsEE NOTE ((Nalm-) 1XN10REIE @WOAD HSVMAnoNS VYL uanrriNc fiDtlVCE{1Nc ua1NNp L♦N I L- L♦ M L- SD OR IC-0' I IW-o' 16•-Ir l6•-0- 35 H'-10' H'-10' 13'-2' 1C-0- 40 13'-19' 13'-10' 14'-2' 45 15-1' 1Y-1• 13•-4 14'-r . 50 IY-5• fY-s' tY-0• IS-r 60 il'-1• t1=4• rl'-r tY-1 - 70 to-r I le'-r 1 101-9' 111-5• 75 lO-t• tO-1' to'-.' 11'-1- 80 9'-10' 9'-10' 10'-0' 10'-tY 85 91-5' 1 91-e 1 9'-9'N7*�� 90 9'-r 9'�P 9'-r' 95 V-0' S'-9' 9'-Y r 100 8•-9• e'-4• W-U'• 105 V-7• r-11- 6'-9' 110 e'-4' 7•-1' 8•-7' its B'-r r-r . 6'-4• - 120 W-0• W-11- 5•-r 125 V-le• 6'-W 6•-0•8--S- im r-r W-s• r-l0•' 139 Y-T• 6'-2' r-W 140 r-5• V-11• ]'-r145 T-]'W-9- r-5• ISO ]•-r s'-Y 7'-r r-a' Iss 7-0'8'-9- ISO W-11- '6'-2' 1 T-Y W-r 165 6•-10• S'-1' r-o• 5•-1• 170 6'-9' 4'-11• 6'-tt• 6'-2' 175 180 B'-6' 4'-0• g-0' S'-10' 185 190 6'-4 4•-6' I V-5' 5'-5' 195 e'-3' 4'-3' 6'-s' 200 5•-r r-2- W-41 s•_3- 205 W-1' 4'-I- "- F.•_t• MAXIMUM SHUTTER SPAN' 'L+' OR 'L-' (H.) FOR NSTALLATIONS W/ ONE HY LOCK or or W/ NO I11CK1 RO (SEE NOTE t) CONa @ MID W1 A[6 �a xv1 I1511451G 1t 71 HaaV05W114110UGP19 SCHFI1ul F Jlt vammum SHUTTER SPAN* -L+' R 'L-' (H.) 'INSTALLATIONS & W/ ONE HV LOCKS OR W/ NO LOCKING DS Pi�W rvew N�1 PaT CMICIRVEa rlrbR/®Hi NOA1rvA �MaAmx9 L4 M I t-811 lr IW-0' S9 15•-2• ' 40 14'-2' IV-2'13'-1• a t3'-41 I4•a' 50 11'-3' Ir-10 55 II'-1' 11'-is* Su 10=2- Ia-IV 85 91-1. 10'-1' III 75 R1sreT.mi1 Ismo CONCRETE & WOOD MANSORY WALL A B, C, 0. E. M, N, 0, P, 0, MOUNTING F. K & L IL S. & V. FLOOR/CE31NC MDUHTING C. H. 1, 11 & J T. U. W & X 0 MAIWUM SHUTTER SPAN 14• GN •L--' MR OSTALIA110N9 MO WOCD SHALL DE LIMITED TO 105 W. ASD DESIGN PRFSSIIE RATING. iW CORNER CFHIERNATE /3 WY U USED AT ALL uDUNONG MUkULAM)R% LOCMNG SPECi1G11ON5 SHNL DE AS ND&JED ON MANGATa1T OONa1M)N i2 NOTE /5, SKEr 5. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1. 1O HV BLADE - FLORIDA A.S.S.A. TUN TESTING & ENGINEERING COMPANY Amadcan Shutter Syalama m61 N6 M" 9. a. � IMuaA (WOMB, 116LA AI Aaeoclailon. Inc. 100110 15Ta . Im : O 5WI-1551 4268 Westroads Drive r-'^ West Palm Beach, FL 33407 ®-aTMUT NDIfDI Ue. / NI57 NOTES. • NOTES. (1) LY. MW WM AILOk'SLE SPIN OM A WO1 A OL POSIIYE DESGN PRESSURE RATING. L-: MAIL AUOWA&E SPAN FOR A GUTH NEGAINE A D. 01 PRFSSLUE MIND. (2) PROCEDAE TO DEIaNIM MAXWUM SPAY MR WALL MOUNTINGS (TOP/DRMIG OR FTOOR/COURG: GIVEN A POSH A.S.O. DESIGN PRESSURE RA1WC, DEIpWwE WMMVu SPIN 'I+' FROM SGMEDNE GNON A NEGATNE AS.D. DESIGN PRESSURE RATING. DETERMINE MXaMuM WM L--- FROM SCHFE1aE RIVAL MAXIMUM AUJ WAb1E SPNN 5 EDIML TO NNE MGRGMI OETFRUN D SUN 9ETl1FBF 'L+• Me 'L-•. (] PROCEOUFE IOBEOTRN WALL YDUNTDIGSSS faN W/ FLaal/cOI Ma8mNG5: FOR A GIVEN POSITIVE ASD. DESIGN PPESSURE PATINC: DIMMUNE: LI+e MAC SPAN FOR WALL MOUNMG It6TILWIONS �A NNL�AN FOR IIOOR/CEDFNO UOUNTNG FOR A CNEN NEGAIIIE ASD DESIGN PRESSSIIfE RATING LI-- MAN. 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