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HomeMy WebLinkAboutPRODUCT APPROVALRECEIVED MAY 17 ?19 ST. Lucie county, Permitting FILE C �A REVIEWED FOR Ocean CODE COMPLIANCE ST. LUCIE COUNTY SOCClb Balcony SCANNED BY St. Lucie County Richard Devellis Residence Front Door 4/4/Zn319 Florida Building Code Online - �..yam • � a . ". a rr . 5CIS Home Log In User Registration Hot Tall¢ Submit surcharge Statsa Facts puWiWtlons Contact Us V aCIS MW Map ❑nks search Fonda .� s�'-'�'t Product Approval FI L E C ti USER: Public User ///y �//�� I i-Oss /_/ �� 4 Praautt Approval Menu > OmeuR ar Aerr G - > gpolicatlen Lilt > Applietiln Detail lf- L FL# FL389-R9 REVIEWED OR Application Type Revision CODE COMPLIANCE Code Version 2017 /� /+/�' 1 Application Status Approved ST. LUCIE Chi U' TIC Comments BOCCO' Archived �.. SCANNED Product Manufacturer American Shutter Systems Association, Inc. BY Address/Phone/Email 4268 Westroads Drive St. Lucie Countv West Palm Beach, FL 33407 (561) 209-B263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ii:., Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL322 R9 COI AM RICAN SH TTER YSTEM ASSOC,, iNC. DRAWING 17_ 107 CERTIFICATE OF INDEPEND NCF pDF FL389 R9 COI AMERICAN SHJJTTER SYSTEMS ASSOC,, INC. DRAWING 17-1n6 CERTIFICATION OF INDEPENDENCE W.PDF FFL389 R9 COI AMERI AN SHUTTER SVSTEM5 DRAWING 17 108 CERTIFICATE OF INDEP NDENCE PDF Referenced Standard and Year (of 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 htlpsl/floridabuilding.org/Pr/pr app dtl.aspx?param=wGEVXOwtDgvYYHH2vJvx53MwsXdCOtOXOsoPMYK7UC8%3d 1/3 4/4/2019 Sections from the Code Florida Building Code Online C Product Approval Method Date Submitted Date Validated Date Pending PBC Approval Date Approved Summary of Products r I Method 1 Option D 09/18/2017 10/18/2017 10/19/2017 12/12/2017 FL tt Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 17-108 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 11 AMERICAN SH TT SYSTEMS RA N 17 108 BERTHA HVACCORDTON SHUTTER SYSTEM.PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "O".Max span is 12'-3" for 40 psf Created by Independent Third Party: Yes Evaluation Reports positive ASO load and 13'-0" for 35 psf negative ASO load the HV3 blade w/o window blade,5'-2" for 110 psf ASO load for HV3 FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11" for 62 psf, 9'-11" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 Created by Independent Third Party: Yes blade w/o window blade for Installations into Metal Stud walls is 79" for max. ASO 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 1 Extruded aluminum Interlocking blades retained by tracks (top Only- (Nan-HVHZ)- Drwg 17-107 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC., Approved for use outside HVHZ: Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant: Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f Created by Independent Third Party: Yes negative ASO load depending on centermates and locking rod Evaluation Reports configuration for the HVi blade, 8'-0" for +64, -72 p.s.f. A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17-107 PRODUCT OF EVALUATION load for HV blade for Keystone mountings 7'-0" p.s.f. for metals REPORT.PDF stud mountings and 8'-0" for 110 p.s.f. for HVIA working in unison. See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party: Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 17-106 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Approved for use outside HVHZ: Yes SYST.PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Created by Independent Third Party: Yes Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AF AMERICAN SHUTTER SYSTEMS ASSOC., INC, DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Oaak Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 phone: 850-487-I824 The State of Florida is an AA/EED employee ;'QQydaht 2007-2013 State of Florida.:: EdStatement :: 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 mall to this amity. 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 Department with an emall address if they have one. The emails 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 it you are a licensee under Chapter 455, F.S., please dia h ,re-g. Product Approval Accepts: M W ©E hUps:lifloddabuilding.orglpr/pr app_d0.aspx7param=wGEVXOwtDgvYYHH2vJvx53MwsXdCOtOXOsoPMYK7UCB%3d 2l3 I. VICTIM NV. ACCORDION SHINER SYSTN SHOWN ON THIS PRODUCT EVµU H THE DOCUNaN'(PLO. HAS BEEN VO0iE0 TOR CfA4DUNCE W ACCOROWCE Yfllll M17 (60 OPTION) of ME-iiDRmA you NC COPS NJ ACCORDION SHIM SYSTEN SRI NOT GE WSTALLID AT W6N tfl.00iY ZDRFS OESMN WINING) LIDS Sml1 BE OETERWNEO AS. P{N SECTION III Of THE ATONIC eENNONED'COOE. FOR A B/5X: WIRO SPttD'REOUREp BY THE JURRDIC7LY1 bEEPE wounrE Plu. 6E OISTAIED Wi1H A OUECTIOMett fACTOT x6-655. L9NC ASOi 7-10 A'A SHILL NP, EXCRO THE uAga oo G, S ) DMON ME V N E MINOR WOIMTED Ol SEBTS 11 }oval 15, 19 B 2O ON ORDER TO oro` Y ME AOg2 COINGTON, N.rWAIE PEEN AN LOU130LTa( W FEE "SCE 7-10 SPILL. RE FI PT PCOM T TO ILE, 061, ,,,0 TOADS W WLL]PT.YWa THEM W LL6 W ORDaenO DO,WARE NICE. all MAX, (A3D) DESIGN FRESSDRE HAi JagEov D'ON WNEfl3 it MM 15. 10 A 2,,w OROFR TO tVRTY THIT CONFOVEHiS µWO WAVE ON NOS P.EO., AT -Co-EO YlCQE NOT OUEO.STINVOID, A W A I40JUDI E W ;LMaI sE SiTLS$ FOR NMI M,,WAS I$ MM IN TRIT, ANALY HOWE". A WINO TAPATON FI{CfOR C I.6D WAS USm.fWl IERRKA.lION OF FASfENER3 w WOOD. DEAN"n.Y. ACCOROi011 WMER OYSNIFS AGEOLMCY MR NANO AND W1OE LWWLE wPAOT LOAD PABB[EN Y'IEO IN A{COAOANCE V, 3ECITDN 18Ds:1.7 W IN •soR, WENTIOEO OOOE.as PER ATL REPORTS: -NV BLADE Q F0214.01-03, 10715.0T-0, 11100I./121141-01, 10317.IYE-06, 10601 01-10 AND ®0216A1-11 AS PFT EJ TA$ L02 a,,, 9-TOJ patIoc013 AND Ami E-Low AND E-106 WANOMOS PuWLE LEVEL 0. g , MINE, 1. 2 t 3) A 1122041-10 AS DIET TAS =I. 203.. 3.203 PROTOCOLS LAGS U,Vu, -HV W NWW PLAOE 0 /OSO1.01-08 M PER ARM E-IBB6. AND E-1900 (M PJ LML It, BID ZONES 1, 2; 3)' WSC w101[CIgN ONLY AND / 0725.0i-59 A5 KR TA9 202 PROTOCOL, 2, W BLADED HNC W 1ANCOYA BLADE 0 ARE N,,,tJ M NOR, IN UNISON MN E" DINER UPON ME GENERAL NNTIP ONS AND COHOTILON$ Or USE McarFII ON SNGET' LR 1 BENDti HM ACCORCpN nwW WI SCRLW9). USED. Af CAGES Nlw w AN TOR OOEC1' A10INr DONRECOON TO TUCKS WHALL BE j1427Y µMD F14A1.75' RVsTCTNELY, 410-W UOIIMUII SCRIPT CONTI STEEL SGEWs ISIX 135,p XN Y�E1D SI VNCM AND M W 1ENSLE WRENCH. PwS V*j. BE COARD MEN BERDa NY DICHNSHELU COARNC'SYSITU AS 4NiPFACTWifD IT, "PROVED CMIOVG AP%,MATOIiS, flE07L'IEREO WRfI ANERCNI 9LTTah SYSNM5 A550LUTNW. PWS JIM R,,, TW Ni MAW0x0 ON NOR. RD40, 4. ALL ALUMCIOM E%NUSIOiS SILALL BE AURNME ASSoaA1 WL ALLW MT 1EMPCR. AS OiV,aTED ON 3HR13 2 AND 1 MLMMUM NITB S'R$NGII( M fiO0 -T6 AHOY 6.304 W AND 35.7 W FOR .EGOS-75 ATIQY. 5. A.I. SOUPS TO BE SLVMESS gFE1 304 OR 316 AV VORM OR CONMN q NE06TAR COVED C,RBON Sm, AS PLR ON 50016 WDN W0 M MUM HELD SeENCI AND 90 LA RON TENSLE SWENJ AND SNVL CCWPtY N/ FLONM E4nDW1G {ODE SECTION 2411.3AA. E. EoLvs TO LE ASTM A-wo, GAVANQM STEEL. ON Ag W4,OR 310 scors STAOAM3 STEP."WDH 33 w UNPIAP, HELD VRCRRPx 7. SEE ME FOLOWHI SHECS FOR ANCHOR SPECRCAnONS: W BUCE (D 1 12,13.14,15 AND 20 RA BLADE O k a WDgLNG IN UNI30M 12, is 6 15 s THIS eER1NM HV, ACCOI NON SHUTER V5 SEAS A U.S, PATENS 06'219A82. 0ou"N"' N6 Or 1M0 ar"BWAL ARE camEv. W WNGLE DR IN PAW of U.S PAW Ar-56,170 ISSUED To CASIrRN METAL SUPPLY, WC. 9. N SIN" EE iW RESPONSIBIl11Y M THEEJUIN, Ll TO ENISOINUOUS4C W' THE PON NE WHERE TO TREE L9 10 BE ATTACED 10 i. PC PROFIT AfCCMDE CORNANON TO SFµADUTU( ALL S1fIIIlER CWPCNENf FDCL^ Y.14Oi R[MA4A MRU FA51ENWa w DQIIINBDVS OaWAq NNH THE ORWIa TO iTEVEIlT W.xO/RUN w1RusW1 IO FALH UMT NUST OEM PERWNEW LABEL IN A VGIELE PUCE IM, WWNwO trolE: OVAWO PERIODSOF INRRMf2E WAwINOS NONE V'IJ ITN A14: OR ONERS, JIM, PROPERLY CLOSE ALL W AND M CEIITa lb AND EtXAGE OR LOCK ALL w Afi'No LOCKS, /l. WNURDR UAWFACNRETYS LADEL 511A1 BE. LOMI[D ON -A RDADLYV LOCOR IN AT ACCOR010N WHUNER W ACCORDING,,Mitt WEGIOON MI 1709A3 OF MITI ONLONG COOS ONE ,,U iFLVl BE PIACEO FOR, EVERY OPENwO TARRING M COMPLY: YA1H WCTON 1709.93 OF ME }LOTTO EUAOND. L00£ 12. BERRbt H.V. ADOOROWN SNUTIFA SYSTDES WSILATION SNAIL CONEY NT1N SPECS W01G= IN BOB DP.LYM'0 PLUS ANY OPILOI G; AND ZDNwG'. REGALvicar; FIRKIN N' INC AUR6pcnON twour FERW a APoMiD 70. 13. (0) TITS PLO IYEPA4E0 BY 1M4 ENQEEER a GQIERIO AND DOES ART, PROyEE-wFOgU110x.TOR A SIRS ram; PROJECT; Le. NXTTE THE WE CONGTON, DEPOTE.IRON ME P£O TO CON RXCUM TO W RESPONSIVE. MR THE ELECTION, ,,M, MIL W9TAWIXIN INCWUND NB WADY W LIDS PRODUCT, MW ON THE TING P.E4 PROW4iED HE/SHE DOR NOT OENAR Follow, CETAUM ON THS ODDMENT. CONSTRUCTION AT SITE IS THE COHIWCIOR'3 Rf9�O�A&Ury. (a) No PEW WILL BE CONSIDERED W" IF ALTERED eA ANY MAIN, (A) WILE SPEC6c PROIECTS SHAL BE PREpA PIT OF A DORM RECWERrO EIAXNEER OR AANORCr THKN Stu. BEGONE NE MCNEII( of RECORD. (EORI FOR THE PROTECT ANOWHO YnLL BE ORESPONSIBLE MIR ME PROPER USE OF ME PIG. ENGWEER 0!. RECORD. AC5N0 AS A MLEC9E0 MCoM TO ME P.ED; MNM IDYL SMAN, To M199 FORLATT THE SITE WP 40 W OMWI:tlCS FOp (a) OJ00001. P.ED. FULL GEAR THE MR AID tt;w L sEw. AND SIOUMRE OF INC PgOF PIRCONu EN00tEER CF PECOTO MAT PREPARED IT. OXII7 mum M. IL ECOIEEL7. TILUT TESTING A .ENGINEERING COMPANY Wf!tlt tvw R,. SL. b WISI1...N A •A _A AREA 1: MY BLADES C Q AlJ GENERA. TmTES SISTER! COIOONDOS 1-20 SHEET 2 SYSTEM OdePONENIS 21-37 SHEET 3 T"'IM SHUTTER ASSEMBLY W-44 iYPIG4L vANDOLY BLADE A vowDOW DETM AREA 2• BY RUDE (D AND H% WIADDW SHEET 4 BLADE f(Ai (WHERE APPI MOREL TYPICAL SNIDER ELEVATION A: NOTES ON to= SHEET 5 I VULLANON MILLS A-F, CONCRE7E/DLOCK SNEFT B INSTALANON DUALS O-M, CCICRETE/BLOCN SHEET 7 CENIERUATE. OETMS NY SHEET B CENTER M ALTFRNANNO DUALS W SHEEI 9 END DUNNECIpN DEIMS 1-6. CONCRETE/OLOCN SHEET 10. Natown M SPAN TABLES SIRE 11 ANCHOR SCNEONE- CONCRETE yBLDCN SHEET 12 ANCHOR MICELI CONCRETE A BLOCK BNEET 13 ANCHOR SCHEDULE- CONCRETE A BLp:N SHEET 14 ANCHOR SCHEDULE- WOOD SKEET IS 01517ALLAnON OUALS U-R, NOOO SHEET 16 INSTILLATION DETAILS S-X, W000 SLEET 17 END CONNECTWN DETA4n 7-I2 h X: WOOD SHEET 16 AREA. 3• NV WINDOW BADE ryl ONI Y DPTCAI-•SHUTTER DEVAnON .%G 19 AREA 41 HV WIDOW RI AD (11 ON Y wSTAtlATIOry DETAILS, NETµ. SHED WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. Amorlean Shutter Systems Assoelatlon, Inc. 4288 Westmods Deve }Neat Palm Beach, FL 33407 No 10 Ot HV SOLID BLADE COVERED UNDER US PATENT e 5458179 OF USE OF BIAD�N SHEET 19 9 OY 3 u'r oar 670 666' 11 HV CEILING HEADER O FIED FOR USE W/ HV RUDE 1 ONLY: SEE SECTIONS FOR. YAU 6063-76 ALLOY AND TEMPER Lo ®Mir ®i6'i'L1-=�I SIDE AN ES 1FIED_FOR USE W/ NY (Z)Bx-oMHSAL FLOATER QUALIFIED FOR USE Wj NN BL+DEO WDS-75 ALLOY AND TEMPER I'LANNOONV L=77r ALUMINUM ANGLES OVAURED FO .USE W/ Hv BLADE (II 606S-Ti ALLOY ANONLY.D TEMPER �OOR063-T6EflM! �A( ALLOYOYUTEMPEI. B�HV WALK —OVER TRACK DUAIRILD FOR USE. W/ rid a06a-i6AIBioYE 1D TEMPER IWPil w A 8 TI T2 >� um1/V t/B' Q� 2' V U.c Q.HIi' 0.1"' R 23' Y' Ma..i 0,1W 0.1w 2' 5' MA%. MI30'' 01131' 0207 DLTEC0. wc, 1LT EC0 * . nun TESTING h ENGINEERING COMPANY R# ilY. yb{ 61. p., y6. NMM. VHIORn RneM #. L4 99E' 842 f JMv Q9 HV TRTR GUALIEDIA E ONLY. W Hv BtADE17ONLY. A.S.S.A. American Shutter Systems Association. Inc. 426S Westmods Drive West Palm Beach. FL 33407 AND TEMPER b RAINGUARD DUAUFW FOR U([t$gt�)E 6063-76 &EX 16uPER. OR W/O KV. M. MER.FOR "T" LiK W NT RMA QUALIFIED FOR USE W/ W RUDE IOONLY 6063-16 ALLOY AND TEYPER Jalz d 063' m Y - a .I i T. m 2 HV MALE "T' LOCK CFP ODALIF6.0'FDft USE W/ HV RLADf T pNLY 6003-i8 AtLDY ANpT[YPCR HD CENTERMATE Wl NO LDCKINDROD OVAL 6063 FOR USE W/ HV PFR 63-T6 ALLOY AND iEYPFR LOCKING RODA OVALIFIEO FOR USE W/ HV BLADE(]) - 6065-T6 ALLOY AND TEYPER 6063-T6 JAW H�j 8"m-16 AI HD CE S QUALIFIEDHD,SE Wf, W RIME(!)&.p 6063-16 ALLOT D TENFER zt72' -+ 41Hb QUALIFIED FOR USE YJ/ KV BLWE(D em]] TgtEW, wc. 1 IL ECOINc. * TIWT TESTING a ENGINEERING COMPANY • faa xs. 3v« A a.. am. Aupu v+Acn9, name .0 Fnmp • iA1 E\ !�d .f5>I-ISW . Fe• t L>5])6)1-I531 1mnulerawoAA<m ®-OOC6TO 11 nK1W A: RwR Jl. P.E. iTC R01bQi � Y MI6) HD LOCK BY 1S6ea WR4.]AWE YQ6RSe Uq QUALIFIED FOR USE W/ HV A.S.S.A. American Shutter Systems Association. Inc. 4268 Westroods Drive Wast PCIM Reach, FL 33407 KY. 2017 iB' TER AMER'S; as]5'+ . 1 dE5 Ya•. ]:61Y6nad1 1 N LlIIM1�Ji :s Tw H MT LOM, LDE D& 0 h Velocity Hurricane 11EWN METAL SI Y. MC. R HA"gw Dn Shutter Sysb OR W/O HV. WMM HAD 6An 06AeN e+:.ce j2TtI wn; w/xg DRAWING No SHUTTER ASSEMBLY SCHEDULE FOR HV M HV 6JA 01 HV BLADE 1 HV RUDE to ® IN LONG RECESSED NYLON RUSHING ® HV SHORT RECESSED NYLON. RUSHING ® HV NYLON HAT WASHER © HY WHEEL CARROCE AISI 302-303 SERIES. 0.87043/16' THICK NYLON WHEEL, OA88'0 A51 302 SERIES S.S. RNETS ® HV 1 3/4" ACCORDION PIN W/'®8 HEAD NY 2 3/4' ACCORDION PIN W/ IS HEAD ® POLYCARBONATE IMPACT RESISTANT -HV'WINDOW I(1) HV PIN 0 SHALL. ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION .SYSTEM W/ HV O OR HV 6 BLADE. EXTERIOR (OR Q� I I; I Ui OR I EXTERIOR (2) HV PIN iU MAY BE USED IN UEU OF ® AND, ONLY AT w PIN U EXTERIOR BOTTOM KNUCKLES OF HV ACCORDIONS SYSTEM W/ HV iO ap,>x>• euE[s KHacK1E:. BLADE V114EN CORRESPONDING TO INSTALLATION"It', SHEET 7. • _� (SEE NOTE* ran O REWomau s) (3) HV PM (g OR ® W/ 1/2` O.D. 1/16" THICK S.S. WASHER • 0 •� I SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. ' ` SHEET ll n•�--:. -_. :1�13iL1'1Ri I:\llllll 675' POLYCARBONATE SOURCES FOR(R w,cu lwliRmas ilruc+aE yVwO:r> ma4r moms �imu vuy¢ owm IeuYaei, yb wu aaw vn• ow w: 1O.91H F6a. StN)MN /8fY %]e lAN HL />W 4LL ftE1W1\S�tSMY e60 laavu.m,a �a71a 11Va wt 14?l wl arem 9m >faam e++ Sf>9ea wt ^fie 919Q Mled/ �b 4vn11 tiA S N6 9 WX raR n mear7 am o-f aAv mrlwa m9 w>% W T lao aea zZwU \ml alw lem9 smaanl .nu- isb w >%7 �u mu .+: a1mC $1°1mm��'�'> eTM me ael w+ rap wa \'�la-:•+, {ceAls4l`�:VP ji V btw, iaSeTO.wC. --- ®Ya,7EA$IEPNIIEW: St6WL.. aiC z i / ' ASSA Bio N Accordion Shutter System i ' '• '�• VLUT TSTINC A -ENGINEERING Ameitddn Shulfan Systems KV.. BODE #1 W/ OR Wit H.V. WNDON BABE 07>C7iy„a„ p771 LAV77 �, T.a ' \\ t•. P dtr \\\ COMPANY > na, ao-. R dn. aas, w9w aartaa, Run. m Association, Inc. I OLD IS-0B> 7 7 1 WTC '07/27/17 .•' �\ � iT. Rena tiM9J>]YI>]a.ImTf (p5)B l-'s}I' 4268 Wesiroads DYNE 9 > DRAWNG NO •., Ir/Q(JAL'�,N fpf e-�^^x� �7 19 Weak Palm Beach, FL 33407 ••. +" WMM A nun:.. RE, 17-107 A P.E. SEAL/SIGNATURF/DATf IFV 'IffX ��`fo fo 7 ?if>? ?? . r p� ta•�,ti.e,�tan�mn�l n��� tirrr.n �! �—'�V —I- OrL��ti✓tt✓•ilt���i7{' oitiAta•s�si m. 1 1O..�a�• ��3`aFi,.,.2,a �•��a•��QT�W TYPICAL 11) HV BLADE SHUTTER —ELEVATION N.T.S, / V Or CORNER CENTERMATE tKM♦ DN HY LOCKS AND CENTERMAT S 1. NNNATORI Gp11 N /1" ONE MY LOCit:n ®L BE.USEa AT I/2 of SMUTIER SRAM TOR A1NV SPAY OR 12' ADpt'E DAOi4 2 OF .SHUi1FR SPµ FOR SPANS UP TO IOB', NVD FOR INST }IONS T ANY EIEYAROIt yPI COLIC MAY Pd USED AS µ "ToM OR OUTSIDE LOCH, ATTACHED TO�y OR ?j CEn1WLATES W/(2) 1/f-0- • 1/2• LONG RAT HEAD S.S. U.S. L0CxWN Or LOCK sNA L OE AS IN tIlT1FR EIEVARON. 2' g OES FOR SECURR)' PURP036. UP TO liyp MyA� LOCKS OR�§ WY BE USED %5-AV CiSWE.pR pUT9DE COCK. CONNECTION OF COCKS TO CENIERNATE 0 DR Q2 SNVL.eE AS IN O!N $"OcOTI BE AS WI Tld ON TYPICAL 1041 VU IO.Y POSRION). SPAN 0' ONE W LOCK Q3 n Q or SMALL eE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-.A OR BELOW 1/2 Or 9fimER SP,yN FOR BPANS UP TO W. AND FOR INSTALLK110M. AT µT ELEVATMW NU LOOK @ or 0 of 0 MAY WE USED AS AN MM OR OUTSIDE LOCK, ATTACHE TO 6 of @ SIMNETIMCAL CENIERMOM W/ (2) 1/4'-20 a 1/2- LONG MT READ AS. OWR. 5L�LOCAOC'IOP NAND 0"BOLTOCKTOM 15 CO'SI L OE MPLETASELY INDMAimamICATED ON TYPICAL SHUTTER ELEVATION. USCNINO E OF LORODS {Z9. W/,� OR Nr. e J H�I:OS,1($_$T�GENTERMATE�• 1?jiNDo'Nlmufta ,t /r•A ONE µTERHAIE HD LOCK YAXBF U50) W 4N K IN N o OR yR`/ TOR I!!f SPM1 HID WSV1U11pN5 R ANY F1EVAnOx. NInPu4E MD LAG%p j utr BE Y5(p AS AN AN KIOE OR vl LDDIL ARACNUFNT DF ND LOdt$O TD B ro W/ 2/6' FA SS.M.6.. AND WO.UDES RIOSPAM OR 12 WSF]TI � AS Sw ON pt{ SECIWHS N08-NYYNW HOC-ML, SNON IM Lax LAY DF 0.STAN[p AT Ylp$PAN 12- YNTWUN 6L{DA qi ABG+F MD4+AN, USE OF LDDKLYD RODS 4 S CDYPL IRY MONAE. .-`A � i mron mmco. NO. C •.• 1 � ILT-IECO � nLLa TESTING h ENGINEERING COMPANY �4 y.' axi1 an us a. s.. xNwmc., mvaoa rsux NIW A.SuS.A. American Shutter Systems AssoClctle", Inc. 4268 West,omde Drive West PDNm Omer, FL 33407 EII E1 w/.ER W/O NN. No L CONCRETE PNCNORS (srt SrrmuTE tw sNCEI W'. @4 1�718 miwE �€oaxnvc®uxem n. J' use 4rWut �5SCR£xS s - usux Tµ•-m mnc ar I rQ _r : r7c..:IrE .a]-- n7-—-mvwErz^rr�ls L T' i/e•-io nurs'o is�ca .. (SEE.. SalEGetE ON SNEEI U) �� � ain. De) HV WALL SILL INSTALLATION t (M ON yRm CONCRETE SHEET 14) I ✓iF HV WALL SILL INSTALLATION ox cm+cRaee�ax wau REwmm� HV WA - SILL INSTALLATION ennu MhBON ex vrnnvs:. a rdi,TPvµ s.nnTTN • c a „miE asT,axE �� INSTALLATION DETAILS W/ RCnOeeCu� CC CONS'.t$e tSEE 6PECOiCAigtriS Cx SXgT t))T,) ,.T/ � rr HV BLADE SOR uU. 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PRESSURE RAISING. t W CORNER DeEpERNATE.13 MY BE USED AT ALL MOVNRNG iNSTALIAlYORS, 49Gon SPEca"''A M SHALL Be AS fNMGAtEO ON MMNDATORI'CONMION 02 NOTE. is, SHOT a. ttexcoar THAT wigs, BHUM SPAN 1+• OR 't-' AND WAUTA AS,D G61YG PRESSURE RATING FOR INWAMAT" Offs CONCRETE OR CONCRETE BLOCK SCALE. BE DIVIDED AS FOILCAIS: T- CONNECTIONS TO KEYSTONE MOUNTING UMITED TO 464,-72 a.a.l. AND a'-O' SPAN, SEE MOUNTING©ON SHEET 7. SEPARATION TO GLASS S H DUL WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1.1 (1) HV BLADE DI017-nrzca. we IL ECOErEt. TILUT TESTING & ENGINEERING COMPANY IN. u. w xv VA fYQ03 riaar. N PF: r(IWMII-ISFD. I.;Ua,111-IUH u. P{. 4a14T A.SwS.Aw American ShuHer Syslem0 Association, Inc. 4268 Westmads Drive Wobt Palm Beach, FL 33407 (1) L+z WXWteI ALLaWAeu SPAN MR A CIVET; POWAT AS& DEIGN PRESSURE WING. L-,' UAX. ALLOWABLE SPAN FORA GIVEN NEGATIVE A O, DESIGN PRESSURE RATING. C2) PROCEDURE TO DETERMNE MAXIMUM SPAN FOR W4.l. 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SELAVpIPR W=W SpfcOUlE fm 4RSMY1gNS Im PWRID WNGIEfE CA CQHfACtE INCH WL ON $ILL(1$ 19 k 13 AS tMuc BY SPAY N1D O I4W (S mas 1 8 2 ARDM. 6 YPNUY SUR B bX 1e WSS RY1VN(. m A E-1994 xnea xdrc 1YIYlP91 uPAPA�ar ro ra.]ss 1 TMNI ! ,• A.S.S.A. Amerlcon Shutter Systama Association, Inc. 4268 WBslreeds Drive West Polre @each, FL 37407 No 107 tt 54��' M %LSICa1Y.t SFAS 4ir Z.1Rrtk awtt w ay. a-aa Mamrn ro sNpS mvP4axr� a wsmo neS1WG aASS—. utx.%% FOR BERTHA 1 N BAD ACr`ORDIDh culmrR SYSTEM INCFALLanON TO MLTAL an D WA11 c 1. MAX AS.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MO. SHUTTER- SPAN. e4• 3. ALLOWED MOUNTING: 0 ON THIS SHEET. 4. ONLY RMATE 21 W/ 24 MY LOCK ARE ALLOWED WITH 21 ARRANGED A' FRUGAL LAYOUT. USE 0 (2) (6' LONG; MINIMUM) MUST ALWAYS Be INCLUDED AT MR OR INTERIOR ACCESS SIDE, OF CENTERMATE, • a '� , E" ## GLADE SLACK �DETAIL HVF IS.ALSO VAUD FOR ..t(2- Y2 �. CEN TERMAIE I"JAPPUCATION. WRH DIADE 1Q wtt io tt vrJaE's rtLl s7`•<Wh�. 0 6 6 O.C. u•-as. Mn s sy.-. MS WALL HEADE,R/sIlL INSTALLATION. ------ — ,n• RE, MI7 mTCCs. ml IL ECOEdo. TILUT TESTING It ENGINEERING COMPANY 43ff NY. I V 05 ML I t'rf& Wty�, RR(M al �. ImSpity33o..: Yi, i (haMTl-tsSt 04 1.mn l aa. -1:2.OW Vo. l- C.�' 1/4"a NOMINAI ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDU S zaGo- 71 Mar. WAND ZONE -MINIMUM A57M E-1888SEPARATIONO ©x LENCGI 4 t- I THRU 3 1- ® 1�d"0-20X " BOI7 MUST PENETRATE 4J 1• 4 4- un- 2]a• r e5e- 1/4.0720 THREADS 43 1 /4"0 CO ONzo 1(m"N PRODUCTS F %B-LOB HD _COMPONENTS OuUgELE SCALC 3/e-. 1- 1/r I S A.S.S.A. American Shutter Systems AssoodafIOnr Inc. 4268 Westro,eS odve West P01tn Beach, FL 33407 ox 1 .R R Q 841 WCAId AT I NJ HFAOENJSII[ EN05 VIEW Y SIDE CONNEC71ON TO TRACK OR WiO ILV.