Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL4/4/2019 Florida Building Code Online BCIS Home I Log In I User Registration I Hot Toplcs I Submit Surcharge I Stats & Fasts I PublicaUons I Contest Us I BCIS Sim Map I Links •Search ) Florida a ProductPubliApproval SCANNED P BY Prod uR Approval Menu> Produstor Application Search>Application ❑st> Application Detail St. Lucie Countv FL # FL389-R9 RECEIVED Application Type Revision Code Version 2017 Application Status Approved SEP 27q Comments ST. Lucie County, Permitting Archived El 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 REVIEWED FOR, Technical Representative CODE C/aOMPLI@A� NCi- Address/Phone/Email ST. LUCIE/+�+/0�+N���n Quality Assurance Representative BOCC Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer O Evaluation Report - Hardcopy Received }j'� File C®PY Florida Engineer or Architect Name who developed the Walter A.. Tllit, 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. 91 Validation Checklist - Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE (1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE. 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 ~ ht[ps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 4/4/2019 Florida Building Code Online Sections from the Code' --- Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 FL # Model, Number or Name IDescription 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 17-108 and bottom) for stone protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASO load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 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 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. Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes 389.2 I Only Betha (NorHV Drwgccordion 117-1107 e 1 I an bottom) for stormExtruded aluminum tprotection lades retained by tracks (top Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HVS blade, 8'-0" for +64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC_ INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 9 AE AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17-107 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes ,389.3 BerthaI COMBO- (Noncordion -HVHZ)- Durwg 17-106 I tter- Extruded aluminum and bottom) for storm terlocking protection lades retained by tracks (top I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER SYST.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Hack Next Contact Us :: 2601 Blair Stone Road Tallahassee FI. 32399 Phone: 850487-1824 The state of Florida is an AA/EEO employer. Coovdaht 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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 email 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 if you are a licensee under chapter 455, F.S., please click here . product Approval Accepts: ® W9- ® R9 im https:/Mofidabuilding.org/prlpr app_ tl.aspx?param-vGEVXQwtDgvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8a/o3d 213 ti C 1. BFATIM M.V. ACCORDION BMµER SSTEM SHOWN ON THIS; PRODUCE EVALUMON DOCUMENT (PCs.) His BEER YFIUiIED FOR =PM, NI ACCORBANCE WITH ME 2017 (0N EDTION) OF ME FLORIDA COOL DUS ACCORDDN SHUTON SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES RESIN WIND HAADS SHALL BE DETERMINED AS PER BECTON 1020 Of ME AE YENToNEO CODE FOR A RALC WIND SPEED REMB D BY THE N05DRTIpN WHERE Soma, WILL BC INSIALLED WITH A NRECTIONALIIY FACTOR KG�0.05, USING ASEE 7-10 AND SNMA NOT EKCEm ME 11AYIYUM (AS.D) DESIGN PRESSURE RATINGS NEGATED ON Shane 11 MRU 15. 19 h 20. IN ORDER TO VEMN ME ABOVE CONDITION, ULTIMATE DESIGN WIND ENDS DETERMINED PER /3CE 7-10 SHALL Be FIRST REDUCED TO AS,D, CaM WHO LOADS BY MRTPLYWO MEL BY 0.0 IN OROERTO CONPME THESE W/ MAIL. (RSA) DESIGN PRESSURE MMOS MMUM,N SHEETS 11 IKNU 15. 19 M 26 N ORDER TO VTRIFY THAT COMPONENTS AND ANCHORS ON THIS P.M. M TESTED, WERE NOT GAZA STRESSED. A 33 s WORPASE IN ALLOMBLE STRESS FOR WIND LOADS WAS H E uSEO IN ME, ANALYSIS: HOWEVER, A WIND DUMTON FACTOR M-1-60 WAS USED FOR VERITCATION OF FASTENERS W WOOD. BERRM I'M ACCORDION SHUTTER SYSTTU'S MEOMCY TOO WINO AND WNOE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1000.1.2 OF ME MOVE MENTOHED OODE As PER An REPORTS: -HV BODE0 10214.01-10, /071501-0J, jIW4A1-OS, /1214A1-05; /0I7.02-04, /000%01-10 AND 10210.01-11 AS PER TM-201, TM-202 AND TM-203 PROTOCOLS MD ASDL E-18s0 AND E-1990 STANOMOS (MISSILE LEVEL D, RAND ZONES 1, 2 1 3) A 01220,01-10 M PER TAS 201. 21 k 11 PROTOCOLS LµDE MISSILE. -HV Maas "Oct ® /ObSAI-as M PER AM E-IBBB MO E-1995 (IIRSRE L£VEL o. WIND ZONES I, 2, 3) BASIC PROIET:IION ONLY MD 1 0723.01-BB AS PER TM 2D2 PROTOCOL 2. IN BADEGANO EN' WINDOW BLAME 0 ARE EN,NMU TO WORK N UNISON WITH EACH OTHER MRUFA ME GENERM MUTATIONS MO. CONDWONS OF USE INDICATED ON SHEET 19 J. REAMA H.V, ACCORDION PINS (try SCREWS), USiD AT BLADES 10000E AND FOR ORTCT YOUTH CONNECTION TO TRACKS SHALL BE /14a2.75- AND /14A1.75' RESPECTIVELY. 410-M WNW SERIES STANYE55 SiEFl SfREYIs WTN 'Mo WI WILD STRERGM AND IN kM TENSILE STRI PUTS SHALL BE COALED WTM BERTHA Try WCR ,,W, MADNO SYSTEM AS WNOFMNRm BY APPROVED COATING MPUCATORS, REOSTEIeD WITH MEADOW SINTTR SYSTEMS ASSOMTON. CANS MUST BEM ME W MARpNG ON THEIR HEM. 4. ALL OAMNUN COMURONS SHALL. BE ALUMINUM ASSOCIADON ALLOY AND TEMPER M INDICATED AON. SHEETS 2 AND 1 MINIMUM WELD STRENGTH MR 600-T0 ALLOY Is 30.0 W AND J5) Yal MR 0005-TS LLOY. 5. ALL WPM TO BE STANLE55 STEEL 304 OR 314 AS SERIES OR CORROSION RESISTANT CRIED CARBON STET M PER ON SWIG WITH M kid MIN. RELD SIRENGM AND 00 IAl MIN. TENSILE STRENOTL AND SHALL COMPLY W/ FMROA MIMING CODE SECTION 2411,3A4. O WILTS TO BE ASIM A-W7'MVMIZM BTEL OR ALSI 304 OR 311 SERES VAM£TS STEEL WARM 35 YM MINIMUM YIELD STRENOM. 7. SEE ME FOLLOWING SHOES MR ANCHOR SPECIFICATIONS: HV BADE 0 1 12,13.14,13 AND 20 HV BLADE (D k O WORKING N UNISON: 12. 13 A 15 B TOYS BERM NV. ACCORDION SHUTR SYSTEM BEARS A U.S. PAW EBiZ9,5B2. COMPONENTS OF THIS APPRM& ME METAL SUPPLY, INC. COVERED. ININWHOLE OR PART BY U.S. PATENT/5'tSB,1J9 ISSUED 10 fMEN1 a. 9 SHALL BE ME RESFONSREMY OF THE CONTRACTOR TO VERIFY ME SOUNDNESS Of ME MUCTURE WHERE SMUBER a To RE ATACHEO TD INSURE PROPER µCHORARL CONTRACTOR TO SM/CAWI ALL SNUTER COMRJAW EDGES WHICH REMJN, MGM FASIT ANG IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WNO/NAIN W WUSION, M' IAIIEALW TERMUNUNIT.\IES MUMO ST BUR ENGAGE PER OR Oq WOK NE LABELL XV IN AN A O ITS No NO LOCKS. PAGE WON WARNING NOM DURING PERODS OF HURRICANE WARNINGS HOME OWNER, TIHANI. OR OTHERS, MUST PROPERLY CLOSE AHV LL MO NO 11- SHORTER MANUFAMUROf5 IMEL SHALL BE LOCATED ON A HEADILY MIDDLE LOCATION At ACCOMION SHUTTER IN ACCORDANCE WIN SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SILL BE PLACED TOR EVERY OPENING. ABEING TO COMPLY WIN SECTOR 17019.2 OF ME FLORIDA BUILDING CODE 12. BERTHA H.V. ACCORDION SHUTTER SYSIEM'S INSIALIATION LULL COMPLY Wr, SPECS INDICATED IN THIS DRAWING PLUS ANY MIMING AND ZONING REGULATIONS PRGRDEO BY TIE JURISECTION WHERE PERMT Is APPLIED TO. 13. (0) THIS PTO. PREPARED BY THIS ENGINEER IS GEHERIC AND WVS NOT PRODUE INFORMATION FOR A SIT SHONC PROJECT Le. WHERE ME SITE CONDITIONS WRITE FROM ME PLO. (W) CONTRACTOR TO BE RESPONSIBLE FOR THE 9E MMDN. PLWCHASE AND WSIALLMe, MOANING ME SAFETY OF Me PRODUCE, BASED ON ME CONDITIONS DTHIS P.M. PROYDED HE/SHE GOES NOT DE1MC FROM DENTED ON THIS DOCUMEµ, CONSTRUCTION SAFETY AT SITEISME CONI UMOR'S RESPONLBMFr. (c) THIS P.LD. WILL BE CONSIDERED UIVAIA 6 AMBMG BY ANY MEANS. I STET BPECUF PROIECIS SHALL RE WTPMED BY A FUOMDA ROPSTREG ENLYEEL GOR MaNEGI MEN WILL BECOME ME ENCNEFA OF RECORD (EO.R.) FORMPROTECT E AND WHO WILL BE RENEW. R CW50LE FaN THE PROPER USE OF ME P.LD. ENGNEEL OF RECORD. ACTING AS A CETENTED ENGINEER TO ME RED. EN Cum "" SUMTO Be ARER ME $In SPECIFIC DMWNES FOR (0) ORIGINAL P-LO. SHALL BEAR ME DACE AND ORKINA SEAL AND SDITURE OF THE "PROFESSIONAL MCINEER OF RECORD TIT PREPARED T. W017 FLEW, RFD, ' \ TILtLT TESTING B ENGINEERING COMPANY I35! HE bv1 M. Ow ]OA. WIpMA �, LMlpe. IIOLa ]] Pnw : (3WbT1-1ma .rev : (w578T-m1 •A�M�v:�' \� 1\V -mot Mlaeevel.cm: .FAk.L/QIYFJAAMIIOC /HATC N WIMAKAW! 11 PC TORN. Ik. 1 .441676] pammuffRumn GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BADE B WINDOW DETAIL AREA 2, HV B eD (D AND HV WINDOW BLADE 6A (WHERE APPIIGARI E) TYPICAL SHUTTER E ATION 4 NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F. CONCRETE/gLaK SHEET G INSTALLATION DEWLS G-W CONCRflE/BLOCK SHEET 7 CENiFRYATE OETNLs HV SHEET B CFNTERMATE MTERMTINC DETAILS IN SHEET 9 END CONNECTION DEMLS 1-6, CONCRETWUMCK SHEET 10 MAINUM SPAN TABLES SHEET I I ANCHOR SCHEDULE- CONCRETE B BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE Nk BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE h BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEEE 15 INSTALLATION DETAILS M-R, WOOD SHEET ITS INSTALLATION DETAILS S-I, WEEP SHEET 17 END CONNECTION DBMS 7-12 k I, WOOD SHEET 18 AREA 3: HV WINDOW RI AnE AA ONI Y MICAL SUMMER ELEVATION SHEET 19 AREA 41 HV WINDOW BLADE mONI Y OSTALLATION DETAILS, MEY& STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA .S AmS.A. American Shuker Systems Association, Inc. 4268 Westroaas Drive West Palm Beach, FL 33407 Accordion HWS MADE III Wi OR I WING No 7-107 UNDER US PATENT # 5458179 OF USE OF BIL�N SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV L LBi)' 0 OBS• .OHS' L r r p- HJp L665' Gel I IN HEADR O i1E0 FORUSE W/ HV DIADE 1 ONLY, SE€ SECntlNS FOR VALID 6063-T6 ALLOY AND TEMPER (f6 _SIDE ANGLEs `QUALIFIED FOR USE W/ HV aRR � a TM-01YESSAL FLOATER QUALIFIED FOR USE W/ NV RUDE Q 6005-T5 ALLOY AND TEMPER Ae6' WRILs 1' 9.. $3 .0 .100 5 6)0 4 1 HV HEEALER/`l ('� QUALIFIE FORi6SE V AND TE PEPONL ALUMINUM ANGLES OUAUFIED F0$ USE 1V/ HV BLADECII ONLY. 6063-T6 ALLOY AND TEMPER GGUALIFlEO FOR UNE W HY BLADE t II 6063-T6 ALLOY //JJ7760 TEMPER_ QHV WALK —OVER TRACK OUALIFIEO FOR U((1$$1))E HV W/ 6063-TS LLOYEIt TEMPER COMPONEN( p B TI T3 © 2 S' MAK I/6 1/6' 2' S' MAR. DAW 0.192• )'LUX. 0.190' 0,190' 2' 9' MU[. 0.139' 0.131• 02017 YUECD Me, IL WoiNc. T} TILLIT TESTING & ENGINEERING COMPANY Win NN. M. su 9x.3pE. wcN. 4lgC8<4. [Lp HI FAI PAma ! 0051 ..F. 13051591-1531 Up. GS HV 90'/113W STARTER OUAUFIEDCR USE W/ HV BLADE 6063-76 A OY AND TEMPER 994 892 12 .020 Gg MUMFIE90 NRHRACKNV BLADE Q ONLY. A.S.S.A, American Shu"ar .Systems. Association, Inc. 4268 VVestroods Drive West Palm Beach, FL 33407 1® HV RAINGUARD OUAUFIED FOR U E W/ HV 6063-T6 LLOYEAI TEMPER. u Fr uLT RAL SUPPLY, INC. BET A HVTM Accordion Shutter System HV. LADE qt W/ OR. w/0 HV. Wt00,Y MACE. N p[sCOPHpN NM pPAWN 9y; LC 1 OU1 15-065 17114mna OT 2T/1) DRAWING No I` ©0 ALE "T" nrlE -LOCKER FOR "T" LOCK ENTERMATE h MQUALIFIED FOR USE W/ HV EIAOE rru 1 ONLY UALIFIED FOR USE W/ W BLADE tUONLY 6O63-T6 ALLOY AND TfuPER 6063-T6 ALLOY AND TEMPER II ohs' �^ zH' �0>D FOfl USE W/ HV BIAOE 1 & "" 6063-T6 ALLOY AND TEMPER ® LOCKING RODS QUALIFIED FOR USE W/ HV BLADE 1Q 6063-TS, ALLOY AND TEMPER OINSTMLATION. WILL REQUIRE A 7/161 6063-T6 US'O ifi HV 3�8"0-16 A( HV CORNER CENTERA QUALIFIED FOR USE W/ NV BIAIN 6063-TO ALLOY AND TEMPER 3.16] fi N 1 HD CENTER ' OUAUFIED FOR USE YI/ HP DIME 1 & 6003-TS ALLOY AAND TEMPER AI''I/-2•I N L.IAK•" 0 AISI 304 5ERIES S.S. THI IMRS `RED QUALIFIED FOR USE W/ HV BLADE TQ rt S ....«.. N A ma 1 A• 4ow P4rA�"[phie,"b6 TYYVOIR Voice, wrzo) (wwou (wow: wxrn) ®Hy LOCK® HV EGRESS LOCK. QUALIFIED 0 W/ Fw QUAUFIEO,�rrOR USE W/ HV ONLY. BLADE (1,)& flq ONLY. Sw• u.0. Sl R• PtA611C NFAO g " N le• 2 • 40LOE0 la F SCREW - 36O• Ai'IER RNETIN " 1/4"9-20 x"3/4" BEFORE RIVETINGS.S. THUMBSCREW I 4"0-20 RIVNUT* M6WEs w,l ALUMINUM (M.-Ti ALLOY) Lane CI Tic, 6xQT NOV I. WM 10610. A] IU,NFAONRm In, AM a. CN[AM MCCOAX PAR9VPENY. NEM ,me, Does, OR EWN. ® HV-"T" LOCK HV ALTERNATIVE LOCK OUALIFlEO FOR USE QUNLINL FO USE W/ HV W/HV WDEQI ONLY. BLADE 8 ONLY. „ W Oo1a To �1 4 O oO _ TNuwe CeHOEF OR KEY CTUNOER 097s• MM. I .12fi• Nm. TN� uRN CYLINDER OR KEY 1. Y 41n CNDNOEA Ida• ua . HD LOCK BY REGENT HARDW®MORta S SERIES 2333 HOOK UGLY LOCK. OUAUFIED FOR USE W/ HV BLADE.7©&A E 111� '�Trti ]I x`` \SEAL •''•• '�� i :1 * 1*% '* i STA i ; ' 1Fnc G101i DLittO, WG A S S A American Shutter S stems i Association, Inc. 4168 WO6 aOd9 DFiVB1G65 West Palm Beach, FL 33407 ®2012 WE" METAL SUPPLY, INC. ,M Accordion Shutter System HV. HtDE �1 W/ OR W/O HV. WINDOW RAZE TILUT TESTING & ENGINEERING COMPANY NJ]]x.r. aem a, SM.JM,„aorA awoOa, am, ,,, L OJT-ISSO. im : (3616 1-1]D ®MIma wg1FRA fWII JA P.E.A Fuxem L[. 1 "NET a/. DLxa"IWI , MD TS_ iORIOik \aJ`A ,1..... 11 Or WA7P LAYIlail"AtTC A Mf� SHUTTER ASSEMBLY SCHEDULE FOR HV C7] HV d� ID HV BLADE 1 ® HV BLADE lA ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING Q HV NYLON HAT WASHER © HV WHEEL CARRIAGE ASI 302-303 SERIES 0.870'K3/I6- THICK NYLON WHEEL. 0.188L0 ASI 302 SERIES S.S. RIVETS HV 1 3/4' ACCORDION PIN W/ IS HEAD ® HV 2 3/4L ACCORDION PIN W/ BB HEAD ► ® POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR {L44 d �`c FOR Q� OTE TO ( ®aT REtPJIR[MENIS) j QOR yNip (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ®� BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY H 1.S. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV ( ea3>•-' BLADE WHEN CORRESPONDING TO INSTALLATION 'II". SHEET 7, .04e1;1- p (3) HV PIN © OR ® 1/ O.D. 1T16L THICK S.S. WASHER YR. SHALL BE USED FOR DIRECT MOO UNT INSTALLATION PER DETAIL %,eA SHEET MEL CARRIAGE DETAIL I !I FOR ® I! ® \ijj({ LARF001R[CMC�IARTHVPND®ONNDRE (6[[ NOR 61ADC's KNUCKLE (IYP) EXTERIOR o N L s i�9 RIME .DDDS• .D6R5 . 6t5' � � � NL L \�• : 10 In .\0I HEBIrvs, uv-STABILIZED GRADE OR SN Ir M&.NE Ron a INNOVAi PLASTIC LEXAN 103 RESIN (SEE NOTE 'F' ON SHEET 19). POLYCARSONATE SOURCES FOR 4 IYTN.Ilm0:16 4A1a9[ e1N4t® myll wL4 as soma mu+N xD> x(a .0. Nw ei.,' Nw N/: TWaL NONSIIWNIH 44tY emf LiW Yt R0.LL .urwa novam s n N .m M ..:. taxie) eLL nBeR:tm 4 u4Y �a am un N»f ],qam a.t N6Aoo au Noma ON. Anx ma to rt-./+ n n-e/• t060. soc 44N aw •u a us • x.. m NneNa % mr KvaxW unl, mar Iw y vm r eren�^ u+u aeF t� swam Ntvl .m: w 0lm eu mw N+t m®t srmsv eooa sunew.n 4nx ns wt e+t eem •.s `�'" "• IT _ OENS.•Q : C CDUt> TUTOO. INC. L E O RORIDA BUILDING A A■S■S■A■ American ShuHer Sysiema Association. Inc. 4268 Westmads Dtve West Palm BeOeh, FL 33407 CODE Hon High Velocity Hurricane Zone 02017 EASRRt1 MEIM sun Ly, aid. BERTHA ne Accordion Shutter System Hv 13lOE p1 w/ OR w/o Hv. WArnox LADE •' �� i4�i CC TILLIT TESTING A ENGINEERING COMPANY mes N.. ma. s., n,. Fm. Nxma iio a noeo. m, mcc.: (Dae)etl-15M . Fcx : (.w5)fim-mL -n,ai wNcmcawm m-m0mta wutm A. tout �.. P.L rFo6ev. le. 1441a> n.x Dtsmnwx art eR•xv an La I OLD is -ass W/Y7 1 Dau o7127117 .:(SS ..• .• Gti A •• /ONALENe's P.E. SEAT./SIGNATURE/DATE D a DRAWING No 17-107 s SHEET AOF 20 • ttt��rr,�inrrinra.ttnra.trr.ra.ts. n I I •YTL'. .yi.i � I- I�L�r�Yris.�rit11'rr'1J�vra♦rir��� V °' YL ®«�• a®• d«Caa lO *�� ,D•�8«p.s�afl•�« TYPICAL M HV BLADE SHUTTER ELEVATION N.T.S. be OF CORNER CENTERMATE •NOTES-01N HV LOOKS AND GENT RMAT • 1. MING TORY CONDITION 11 ONE MY LOCK I& or ® SHALL BE USED AT OR 12' ADM OR B OW 7f2 OF SHUTTER SPAN FOR SPANS. UP TO 10: ELEVATION. NA LOCK Or Q� MAY BE USED AS AN INSIDE OR OUTSIDE LI CENTERMAI6 W/(2) 1/4'0-20 x 1/2' LOW FLAT HEAD S.S. M.S. LOC.IIIC SHUTTER ELEVATION. POSITION 12 OF SHUTTER SPAN FOR ANY SPAN AND FOR INSTALLATIONS T ANY C; ATTACHED TO 12J1 OR Q OF LOCK SHALL BE AS INOICA SECURITY PURPOSES, UP TO TWO NV ECHON OF LOCKS TO CENTERMATES Q' 0 ,< <x.a]x ...' mu..�HLW ID Oy OR CENIEWMTR SHALL BE WE R/ 1/4'0-20K5/4' ALUM. RNNUT AS SHOWN ON SECTION HVE. SHEET S. ON PLOCI( SLW1 BE USED AT 1/2 OF SHUTTER SPAN OR W1 LOCKS AT 1/3 OF SHUTTER SPAN. FFff & NANOAmB1' CONCISION /] SIR KEYA N MOUNTING N<'r 1 110N • ONE. ID' LOCK 6 or @ Or ® SKA. BE USED AT 1/2 OF SHUTTER. SPAN FOR ANY SPAN OR 12' ADM OR BELOW 1 2 OF SHUTTER SPAN FOR SPANS UP TO Sr. AND FOR INSTALLATIONS. AT ANY ELEVATION. NV LOCK 03 or 4 w Q� MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO ® or @ SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 g 1/2' LONG MT HEAD S.S. U.S. LOCATION OF LOCK SHALL DE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/� OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. •` LL 4 Se1 .. K *NOTES 70N4HP LOCKS & CENTERMATES• //�� I. ND IOCK W( NO CFNTERMAT¢R ] DR 1 Wl A : ONE KTERNATE NO LACK YS MAYBE USED IN LOU OF NY LOIXS OR FOR ANY: SPAN AND INSCWARONS AT ANY EUXATION. AUN ROUTE HD LOCH 8 MY Be USED AS AN RD 01NSIDE OR ACEMOR. XSERT IS SHOWN ON 9 C SECTIONS RID ifDC-H.S; SHEET 10. LOCK WY BE NSTOINCIMEs M AT MIOSPAN OR 12' MAC LIN BELOW OR ASS MIDSPAN USE OF LOCKING RODS 01$ COMPLETELY OPRONAL � 'L10ENgF: ✓�) ;E 02017 TLIEGO.INC. 02017 Er51ERN METAL SUPPLY, WG A.SI,S.A. B T M L p Accordion Shutter System HV. HA➢E #1 W/ OR W/0 NV. N4•DOIV MADE •a 1 / " American Shutter Systems essu R 5.x WuwN-Be Le 1 TILLIT TESTING $ ENGINEERING COMPANY Association, Inc. 1 OLO IS- Q +x e5ss Nx. wW.. s1, &:. 5m: xnsiw FM«1R nDaa aT O85 2A2T 1 m.Fi 072]/17 A 1« o aw)e)1-1550, Fo.: (m)DTI-1W1 4268 Westr000s D,1w x 1. `'••... • •••' \� Lt` .a: meeeoo«.nm Wesl PDIm Reach, FL 53407 5 DRAWING No -'=s/ONAL E���;n1'' w.uw�:°i°1uF10o..P.e . 17-107 P.E. SEALJ51G`NAYURE/DATE "NIcA Uo' r 44157 5 SHEET e 5 OF 20 _ +,Qp� TE ANCHORS MACHINE SCREWS WNCRETE ANCNOPSIME Off ualxmro®CNRNRI L) XWUIE ONW(sEE SCHEDULE ON Sxffl I]) J�' 13) NURIx' O.C. f2 4O EO uAEX41E SS KSy1hosiz' o.-m xurs "19eo e-� F n rce slot m9�R 1 OR -(94 I ERIsrwD MN. sEPnwTnal TO cuss 1 �S i 9A�O1�f31 1 WN. SWARANON TO.GtA$S I 1 CLA55 (SEE SCI-EWIE ON SHEET 11) SIINO I (SEE SCHEWLC ON SHEET 11) OVSS—i OA ©HV WALL HEADER INSTAL eTION BQ HV WALL HEADER INSTALLATION + KEYSTONE fIR5nN5 I uw. SEPARATION TO CUSS j N4R5 1 1 I OR r-0 EfISOHC 7—{SEE SCHEWLE ON SHEET IT) ) S>saME a BUt MIN. SEPARATION N TO VC. EST Cl/SS I �0 mvo ,I, ~(SEE SCNEWL[ ON SHEET 11) 1 C2NI IlFpiq"Gf' i IXISONG' I f� " i OPr10N4. i i I GLASS-1 OPTIONAL . J 9 Eo W I/1 `, •ir 12 a+14 ( 1:. 1/vo-xan/P S.S. r .'£ ,r"` f ^ i ` •' UN. Y �� EQ [0 NACHMIN[ SCRSEX5 US C it �.�J� f CONCRETE ANCNOR9 LRUSC NGO MACHINE $CREWS " CONCRETE ANCHORS J 1.:��'ls M1 I. I/P-20 NUR 0 lx• U.C. I L($EE SCNWULE ON POURED CONCRFR (SEE SCNWULE ON SHEET 13) I' ; �.'^ Nln. POMPW CONCRER SNEfl 1]) V!/ 1/A'-20 NUR O Is' O.C. CONCRETE BLOCK ' A/ OR CONCRflE BLOCK W REQUIRED 1 CRETE ANCHORS REWIRED QD HV WALL SILL INSTALLATION RED CONCRETE !ET 14) o" 011V WALL SILL INSTALLATION ATION OR CONCRETE OLDCK / wAu REWAW © HV WALL SILL INSTALLATION Nate FOR ro ARwAT Dv De crrnn+R. I_ SEE SHEET A FOR TPIM SNURFR INSTALLATION DETAILS W / • E 0. WOE gSTANCE 2- MOUNTING •SEEM AON S 0E USE TOR x- NOUNOHC SCCTIONS CAN 9E ON lure (SEE SPECIrIG110N5 ON SHEEP IJ) MADE ON SHEET 19 HV BLADE IN ANY WAY TO SUR ANY INSTAI1AnON. A NA A FLORIDA BUILDING CODE Non High Velocity Hurricane Zone CTP �r:'�10ENSF:, V,�¢y o2017 TAIECC. INC. 02017 EASTERN NET& SUPPLY. INC. ER I 4 }• A■S■S■I�■ Accordion Shutter System 1 L E C O E N �. Kv. GLADE Al W1 OR w/o KV. WN M HeOE T� TIWT TESTING & ENGINEERING COMPANY American ShuHer SinStems tt, R Ptf4iP11pN CArt pPAWN Dtt LA. .o`'•.,(QP f3lRNW]fv.s.M�%.YJI4'1ftA:WRCCVtl.naeeAwa AsaDCiOftOn. Inc. 1 IXD 1s-Des n Towle 07/27/17 Prom : (305071-1530 , F.,(SONA71-MI 4268 Weslroods DA,e a (a�QL 1p1 _mom, al,caeaM.cen, West Polrn Beath, FL 33407 3 DRAWING No W-00akz1R -r P.E.'N.YIAI"•I" WATER A TAUT Jr. P.E. 1 / —1 07 SEAL/SIGNATURE/DATE noi%IIA uc. / 441" s SHEET E 6 OF 20 RUE ANCHORS SCHEDULE ON. SHEET 13) DGF OF E.O.• M E%S It GR DRt 1 \\ rIX 9y.1Ntp1 rP am fa¢ 1 Y t 0 CEILING INSTALLATION nvYN.a'�1tl1 EYIST4YO L�°X� �1--r1 3 9 CV55 0 I e Cu.3 Da l'.•. 1140/4• HEIL HEAD IV sum O 9' O.C. OR 1/4'0-20 S.i YS, I CONCOZE ANCHORS W/ Net O 9' O.C. (SEE 9CNEODLE ON - 1 SHEE1 la) / ,r // ♦' / /' , / f / �,/ a FOR TYPICAL SNDTTER K oN t - EDGE DISTANCE t RmaDIO SPLMCAl1ON5 ON SHEET IS) AOJAC Da u ♦ �OS P.E. SEAL/V Isom}nima0� l Y ) OR tt wa sxD] w wa w�i r sr¢a t q I nAN�CtroR C r r ERI911NG _ t r i. ;OCAtON i OL155� flO• HER W I `♦- F ,/ } I ! /J J/a wa JAI TEK SCRE1$ O 12' D. C.HEAD ♦r / / / CONCRETE ANCHORS (SEE SCNflltNE ON SNEEf }]) E♦ EQ ,'� /" . / E of ! • - f/♦ / / APPUCADU 4 / ♦/♦ F Y 1 ♦/ EDGE OFf /�.♦ / EWE'OP // /, 1/%r./♦'�, ♦ �� 0.h, l♦Y SM If ARPLImm /,' l { ATE 0. PAT HEIR CONCRETE NiCNORS ca R IRED NAT NERD CONCRCIE ANCHORS CONCRETE REOLOREO (SEE SOHEDea ON 5NEET Ia) 0. E. D.• (SEE SCHLOIILE ON $NUT IQ ry TRENCH INSTALLATION HV WALK —OVER INCTA I eTION AUD ONLY FOR UP TO +70, -75 PSr AS.D. Q' HV FLOOR INSTALLATION t DESIGN PRESSURE RATING @ FOR SPANS PER SCHEDULE 13, SHEET II '/'-a o e• o. c. __ 1'. }/a-r us c t/.•.-m xu 1/D �- uov. f�/f <� e tx• au _i• �-{ '�.;'� 17.� _ 1.•G.DD NW //� vlsww N1.10EOPUM S S 0 SEE NOTE I0i F':N. 50.9. • • 4DN E•0. PdpFD LR'rE1L N ON S EEL 1PoeRLO CQNCRETC SHOEtn'T 13(n) uaeewD OR CONCRETE BIOCN ' aEamRED ©KEYSTONE NOUNTIN - INSTALLATION ATION © HV WALL WALK -OVER INSTALL ABON wwa M vNr cm P SNNe .e.,-JR ow EEF14L Y o�e"'N�aox s1�irGGE. FOR INSTALLATION DETAILS W/ C17 HV BLADE FLORIDA BUILDIING CODE Mon High Velocity HGrricanD 2N 02017 iILIECO, INC 02017 E,15)E'RN NETAL�SDPPLY, IND. IL ECD ENC. A■S■S■A■ Accordion Shutter Syste) )I,V. HADE #1 W/ CR W/o NV. WNDW IYADE nLLn TESTING A ENGINEERING COMPANY Amarlean Shutter Systems w, N �Ls ... OATL M. ae vOn eua ww. Jau. sr. s4. J0; eviva ciP0EN2 nareA mt• Associatio0 r Ir1a, 1I OLD 15-Oa5 7/2) 1 DAttt 07/17 1 Pnm.:-(u a7an.ISaO. Fm:(w33ar1-153Y 4268 Westrosds DriveCL 73407 G DRAWING No h, West Palm Beoca Ea-Wa61t9 ��� G7 W0.1LR A T.1 h. P.L. a nOROA tic 0167 our IN r I 'I }O 0 ® 0.63 41. rW/(311/P°lMCGN W S TO CCNCRLIC I 1/y p®.® (TaP/pollaY) ITnUtX /NAIL MPI I I IIOa�� NLL IENCK sat wars ov LoI Raps®, Nr Loos p a p STING GIASS INSTALLATIONS W/ 1 HVRAOC ,�*•xa 4�x°tt ~"1ttx®al *° GLADE W HV CENTERMATES ats""'s °�`""mWASECD CnNpIwiLS MPINMIaN NRN RIAOf� S END WA I ONN 7101 ' r°°silxG cuss O_ETAILs ON HET 10 & t al a---------------------- L____.___.__ IN l s O - — --- -- — —'— . ® a®u© O_Oa10 ®a 1 , ® OUT 0 HVA HVB ®a HVC y a®a a Bpd1 oRGREE OR 10.@YISiINa GIS rPOOUR ET&�n� arm B •®'�•®'�•®J` ' SENT IN, v'�'�"v'0'®' NON SEPARATION I —�— — M T S 6 ®'®f°�•��O'®41 (S" SCCHtvI O " '® ®--- 1AW. SEPAGNON o * W/ H� LOC�� oonO INTERIOR ®•®a®•©a1®•® ON SKEET II) To cuss (SEC SCMEpULE IN ono ON SREET 11) (INTERIOR) \ OUr - ——_—_—_-- —•--- - ---_—_—_—_ I e " — --_—_ _—_ _ t , � 1 , CONCRETE'" ANC HORS O � ®' * 3 vAmEs 3 co * a ® * P ® OUT B 1/2- NAC SUCIt " OUT (TYIERIOR) �l HVE HVF** HVD (1T'Tp°AUArA�' %.° F ORIDA BUILDING CODE Non High Velocity Hurricane Zone' Q ,,••••• • •••• a901f nr1R4.. u+C, ®3Ot7 CASiFRN NCTAL SUPPLY, wa 1 L� A S S A BERTHA HVTIA Accordion Shutter System ' _Z•^'V vF� t TNU T TESTING & ENGINEERING COMPANY • • American Shutter SystemsAss KV. RAM g1 W/ GR W/O Kv. WNDOW BA )E p x orsoortnx oar oa n, Im Lc, ,p FFF �• E1zs E,Rca,,, nlxm..ul Inc. 1 oLG t5-oes i/n/1 wre of zl tt • `-S10NAL EINS, ,I``I Maw: 0n., . F.w Pno.: Dos)en-@b , ra.: (sm)en-mI ®cooeta o" 268 West" c 4268 (4eslroads Drive West Palm Beach, FL 33407 x s DRAWING No /III/M• P.E.'SEAL�SICNATURE/DATE .41w Al 11. P.L n°"o" u`' T ..lay A S 1/—lul SHFFT "" LOCK di& Hy MALE/FEMALE "T" CKS CENTERMATES 8 ?� i M HV BLADE SEE ENO CONNECTION DEWLS ON SHEETS 10 & 18 OUTFIN 'b�°°�'"4p�a f eLuc0ava6 CC1A¢ ms, uwarm ax v6ar e, Nor. 4 6xw xaARN msw.0 orna im-xw . —M aam6 WRIT,. � usn wim TNn A:awti @WtlQ�n6ii• R�nffi,.�f9 P * sa: HIRE a FOR M' Loa® , r Lock ON 21V x t saau 6... wz Gaza-n w3ml 6 T Dµca mx Is NIR6EM, vwn a m rs e., PNM m c Awn cwwtl mnaut Pwai"4 uLw mxn oro" as muw J 1 9NV 'T" LOCK --------.__--._-----._._—___' ___ //fi�r iN . --"""'--"Gf 3' ffi oUT 7/8"0 x 3/32Z WNGNur. 02017 MTEM M. IL E C O 1N a. TILUT TESTING & ENGINEERING COMPANY e3sa xx U . er.. +.. 303: ffl v sNC,,¢. Goan•. n Penn : (306)971-1530. F.: ( ow'-w, .-ma: IV ... fte' m Ea-Wa67W ,,,j A. 1 T Jt. P.C. 7LCPIRS U.. If44367 � - on AmSmS.A. American Shutter Systems Asocalatlon, InC. 4268'Westroods Drive West Palm Beach, FL 33407 rt aO »om a ,aoe.a .m,®A w®um a em e rt+ u . w6no.a ww6(D mm eoo-«m n ww N6 awlo6lene unr wrsmw wa0 Accordion Shut ILV.. RAM #1 W/ OR W/0 H.V. INC. Na 107 or A RMwD WALL IAWNRNO MOUNTING G O+I.7 UNlwc MAGNUM SHUTTER SPAN- 'L+ BU OR. -L--' (it.) FOR INSTALLATIONS W/ If rENTFRMATF of ONE HV LOCK or or W/ NO LOCK 0 RO S (SEE NOTES t. tt) J CONCRETE & WOOD AFw0.xpaeA1 A lou umrtmna pA' & , ilOOR/C[WxG NWHTINC SCHEDULE ,93 MAXIMUM SHUTTER SPAN*"L+' R 'L-° (ft.) INSTALLATIONS IN & W/ ONE HV LOCKS OR W/ NO LOCKING DOS (VNAD FOR MOUHTING(g) SHUT 7) A �I TONS iNSMLANS aA FlAxw/cauxG uowmNG OR .MpMTeip (N l-(N 30 19'-0' IV-0. Je IS'-2' le'-IO' 10 14'-2' 1 IS-2' 45. 10'-4' 1 U'-3' be 12'-0' IS -I' 55 1P-1' 11'-11' 60 10'-2, t0'-II' 65 S'-5' 10'-1' 70. 8'-0' 9-4' 7S B'_g• NQAI CATION LFGFNa CONCPETE & wao0 MANSORY WALL A, D, C, p, E. M. N, 0. P. 0. MOUNTING F, K &. L R. S, & V. rLOCR/CEILING MOUNTING G, H, I. II, J T. U. W & % & M 0 MkUVUUM SNORER SP94 _L+' OR -L ' FOR INSTALLATIONS INTO WOOD SHALL BE LLMDED TO 105 pit. &S.D. DESIGNPRESSURE RATING. t NV CORNER CENTERMATE ®S 11AY BE USED AT ALL MOUNTING INSTALLATIONS. LOCIDNG SPECIRGTR SHALL BE AS INDICATED ON MANDATORY CONGOION 02 NOTE 85, SHEET' S. tt nEuTr TH T Utta AM SNUm SPAN 'L+' OR 'L-' AND MV(IMUM AS.D. DEsHO PRESSURE PATING FOR INSTILLATIONS INTO CONCRETE OR CONCRETE BLOCK SW1L BE UMRED AS FOLLOW I- CONNECTIONS. TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.J:f. AND a'-O' SPAN, SEE MOUNTING. M) ON SHEET 7. SEPARATION TO GI ASS SCHEDUL WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 T" 1) HV BLADE 120171LLEC0, INC. is E CO ENO. TILUT TESTING '& ENGINEERING COMPANY MVP x... SM', . w,, Joy eMao, yWOQq ILyMA I h . 1 (M)5]I-1e00 . Pu : ap$1R]I�1$Jf uA A.SmS.A. American Shunter Systems Association, Ina. 4268 Westroads Drive Wee( Palm Reach, FL 33407 (1) L+: I.IAKIMUM lULG1YMLE SPAN MR A-0NEN POSRWE &S.D. DESIGN PRESSURE RATING. L-: MAX. AL-0%,M)LE 5PAN FOR A OWN NEWNE AS.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAxIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/COUNG: GWEN A POSfIW AS.D. DESIGN PRESSURE RATING, DETERMINE M4(IMUM SPAN %+' FROM SCHEDULE. GIVEN A NEGATIVE AS.O. DESION PRESSURE RATING, DETERMINE MAoMUM SPAN 'L-- FROM SCHEDULE. FINAL MAoMUM ALLOWABLE SPAN IS MU& TO THE NWIMON oETERMINED SPAN BETWEEN 'L+' AND 'L- (3) PROCEDURE TO DETERMINE MAKIUUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEAING MOUNTINGS: FOR A BARN MRNE A.S.D. DESIGN PRESSURE RATING DETERMINE: LI+. M . SPAN FOR WALL MOUNTING INSTALLATIONS. 4+= W. SPAN FOR FLOOR/CDLLNG MOUNTING INSTALLATIONS, FOR A OWN NEGATW AS-D. DESIGN PRESSLRE RATNQ DETERMINE LI-- IAA%. SPAN MR WALL MOUNTING INSTALLATIONS. IA-- MAX. SPAN FOR FLOOR/COUNG MOUNTING INSTALLATIONS. FINAL ULUUAUU AUAWABLE SPAN IS EOUAL TO THE MINIMUM BETWEEN 'L,+', 'L2+', 'L,-' AND 'L2= (4) GO TO ANCHOR SCHEOULE WON FINAL M,,,,MUM ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN PRESSURE RATING TO DETERMINE la%IMUM INCHOR SPACING. 1, ..'HN lari SUPPLY, INC. R TM Accordion Shutter Syste) H.v..MADE #1 W/ OR W/o H.V. WiNDoW BLADE IS -06 PAIR owvm Rn m.—alA I OLD 15-OBS ]J1 ante: 0""; 2 DRAWING No 1 17-107 °1 1SHEET ° OF 20 i SILL MOUNTING W r[!1 W YFllllll ' ®®mOOF7Oi mmm00�®C ®®47®®ppmp®DC ' ®mm[lilF7�0i mmmin000e m®o�� me mmmn��oc mmmo ooe m®mmgClCiC ®�milmfa� C mmOO CiC mmmmw imm ®mmu�I>mm nm9��oC in IKENICAMIUMMC rT5101 117CiC r[�imm9A 0 F—imcmz "IEEI.R�C ¢yov000 aCCoo'� o oolollao vol000Ci 00000lo 0v0000 OtOOCICICI vlvlva a vlvooCio o,olvolvo o,lvlolvlvo vvol000 vlvlTalvoo OtOC1000 voodoo lalvoo®o soololvo [a1IMDE I. ANCRaRs TO SUBSn43E'SNAEL BE a FOLLOWS: (A) TO EOSIING POURm CONCRETE; (UK I'0 - 3 R - 1/4'0 TAPCON OR TAPCON YAM ADVANCER MR11011 MiCHORS SPAtltN LI:fNR - 1/4'0:. 3/4' ALL POINTS SOUD-SET MICNORS. M TAPOON OR - 1/4'0 BWE TO CONCRETE AONDRS.W/ CAP AS'1 - 1/4'0 TAPPER+ ARCHERS AS WNUFMTURED BY PC rAPGON. INFO POVMMED mREA9FORIA iECHegWG'f COUP" OR .WYOTHER APPROVED ULENSm OR A <YM, r0 . s HY) AIL POIN15 SO(ID-9O .MOUNTING HQFI.00R MOUNTING ' [, Po 128 lfi8 285 ]0 40 fip 76 Po I20 160 2W e 0 e e 12 AP R e e e e a e e a a 1. u la m in m e P a e e 6 a so aC 4O FOm BY LT,W. suitsm (Yin, re . a Ralf e SPEC w WUPANV. (U.. V. 310G CT, INC. (Yin. r.. 2 Eel) W ALL POINTS SCREW, BOLT Y SPEMN WERICµ murms SYSIE O; AssoCWnon, WO BLVE. TAP W/ CAP NOTES, TAPPER+ AI) UNUUU EYBEDYmT INTO PBUREB CONCRETE OF TAMON as YAM" WIM AOAWCEO TMREADFORU TECHNOLOGY ANCHORS ANO WM* .MICRO IS 1 3/•', AND FOR BLUE TM W/ CM µORRIS IS 1 1/27. A1) MINIMUM MOMENT OF I/Po . 3/4' AU. MOMS MUV-SET ANCHORS SHIU. BE 7/9' I= FOE POURED CONCRETE NO EYBEDNIF ♦ 4LE tFIM ar NSE FM INTO 1 STUCCO SL BE PERMITTED.. 1/4'0-2MS.s MMONE SCNCW 1 SHALL BE 1 1/2^ LONC UWOWY SHOUm BIUCCO arYE ox ven. AM Mg. A 1'NE O UNI UM FOR WALLS RM ND U,,C, A,3) IN CASE THAT PRECAST STORE, PRECAST CONCRETE PANELS. PARIS Oi ANY YONER BE RONO ON FOE =MNG WALL OR BOOR, ANCHORS SIU1 BE WHO "WHO TO REACH FOE LIAnI OMUOIUNE ,CND STUD WALL FWSNEA ,,,,AGE SHALL BE A9 VOScU A ON NOTES M) B: AR,) ABOVE. FOR NSTUU TONS ON NNR SIDING OR En WRN OR WIMOR MU & MW CMWLT Me, ENGINEER, FOR UTkUATON INTO on NON METAL ONOE SEE SHOT 2O wBur�l:a3Eerr GI . : E 4' � L 3 r; 000��®o1°i vooimm mmo a o■�Cpp� lof7m��CpICp1 FOOTS �CtO�IOOMCCOC10 0 [dd0 oEolom�m®©oo ® O O®C\ OO 0 BFa7000ii000 OCI ��q®ClCICICIO aola9mm®moeaoo lalolvvlorwolvoo 7�oIF7ICE]mOClag o, o IO avoav WRI alFaooOiil9il KN vo� ®®a�cavomm wWTW BY ALL POINTS SCREW. BOLT 4 SPICCW.tt COIPAN'( OR AHY OmER APPRUVEO LMENsm OR AIIMORam Mean RQUG1ERm WNN THE MEOW, EM2NER S'w' ASSOOAnON, INC. NORE4. al) UNMUY OOmUENT ONO CONCRETE BLDaR OF WORN, SLOE TM W/ CAP'RMHORS AND TAPPERH ANCHORS IS 1 1/4' AHD IAPCON WITH AA?NCEO MRFMFONIA TmNNOmGY MICR; a I% s3) "MUM EAHEDYENT OF 1/4Fa • 3/4' ALL POINTS SOUO-SET ANUU, SHUL BE E,mMY MOE00m INTO ENE CONCRETE SLOOC. NO EMBEDMENT Iwo STUCCO SIAM BE PETRBMM 1/4' 0-20 S.S. NAOIWC SCREW MEO SWEE BE 1 t/2' FOUL WNWUY SNOUW 51UCC0 DYST, AND 1' UNIUUM FOR WOES WIM NO STUCCO, B.3) IN CASE OUT PRECAST STORE PRECAST CONCRETE PANELS, RAVENS ON ANY Man BE FOUND ON ONE "CITING WALL OR IM,. ANCHORS SOU: BE LONG ENOUGH TO REACH ME WIN BTRUCIUNE BEHIND SAT WALL NNISHICi ANCHORAGE SHALL. BE AS INDICATE, ON NOTES 0,1)'0 0.2) AeOVC. MR NSTAUAnONS ON NNR M SIOOR DM MOR w,,,,, NET, ENDS BL CUNLT THIS ENGINEER FOR INSTAUAnON INTO Ise YATN META STUDS SEE SHEET 2O (a) ANCHORS SHAH. BE INSTULED FOILOWNO ALL OF MC PECOMYENOA1lONE ANO SPECMCATONS.Of ME ANCHORS YANUFMIUMB, (0) SEE SCHmNLE BFH.fIw Fna Fmv rc --- EDGE DISTANCE VERSUS SPACING ¢wrn•-p• FOR A A..__. ..__..._.._... ..... ..........r. Y ANCHOR SPMWas ARE vxuB Fas EUGEOSONCES OIa," BELOa: FOR E 0. LESS RUN THE INDfIsle, REDUCE uMNU SPACING M". npWHO SPACING SHOVIN OR SCHEDULE BY THE FOLLOWING WMRS. REDA:M SPACNG OBUNKO'URM FACTOR 1 NOT 9E UIVi OUR YMIMIW SWWO INDlCAIM FOR W4 M NU FACTOR me VAHcoN TAPCON NON AN TIIRENMa ALL POINT SOUR SET BWE TM W/ CAP T�rN + 01CTM'cE IECHN0E04Y YRI. EPMIxO E.D. N. SPMMo - 3' YIN. SPACING - 3' YM'SPMN6 . S 1/]' UN SPACING _ J' 3 3/4' f HIRE CWNpiE C pp� pOF3WE nT1T6n BM( MURm CONCRETE Y PoUfl[O mNCREIE y YNREB.y UUM-JI/1'RLEa.21/( ODNCaEIC3BlOCN MUCRflE 9l= �3aA=28=A 3' 2 12' IA an lA O.78 1.0 OA4 1.0 - Mai 1.0 - IA Y - 0.7, - _ _ O.Sf - 13/4' - 0.91 - - - t 1 z' 02017T OLTMI, WC. 71 S IL�E O = TIWT TESTING 8. ENGINEERING COMPANY NAS Nb. Je{A. 54..SY...W: NROMt WIpD$ I1p'0y Je P.L A.S.SmA. Amerlean Shutter Systems Assoetation. Ina. 4268 'WestroaAs Driva West Palm Beach, FL 33407 02017 �EAE�IE�RRNNi' 70t SUPL PY. INC. B��7 � C7A—CWT Accordion Shutter Systez KV. MADE #1 W/ OR W/O H.V. W NM ease [Y. Re etsaaCiap, I wiC OPA'MI Be Lc. 1 OW 13-OBS T/T1/I W.2 O7JTl/1i 2 DRAWING No 17-107 3.-O. ' C01D7 D7ppppp 00p[appm6F mD7Dlpppppm®pp ODD m D7D7ppppp mmpp�pEFF1Cl ®0®D]ppppp 0[OD7pOp CI La®D7ppppp IF.10 ®0 pp �� LOD7D7pppp� laOpmpOCl poop®m Y uaur� ucr�eeioe ppmppe pp000p[0©ppC7C pp00D7pppp00C pp00®®©pppppC 1[apCE7®®taC MIEN [■ Op110111 Oppf]]p001dC pt37p0OC p000ID�LpLO®OOC E■oeEOFa���ppoo vAo�om®ppo®®o o��ioeioos��w�ol�o voovoo�3tTosaoo voo9opp�ovvovoo a000C9fApOOVOCI a000ppDE]E9p00O v000mE&>Ippptaoo avoop®p00000 aovoppp000eo aoov�aaaprEa0000 a0000r�mrap000 �esowv®voodoo UOUNIRNG 000 LJYY .10 ©oe vvo voo omo Mvo 7v0 M..M= Eapt�c•0 uvtaoc aeove a>000u E■pp=0 +dodo �swwww OVER MOUNPNG YN ove vvo COME Moo voo vow vo10 Moe Ssw cmn nttca, urc. P ILTEC-0- * ; 71LLR TESTING & ENGINEERING COMPANY 6lN M11. .160.54 Sa bf. xX6W GNpp$ RUpL,y Pnm.:.(u5)aTmaeia�caeaelsemmisl:-16J1 1�1 Fa- wt*w w Twi a. v.c VMfi 1 DATE �°" uo- 044167 M ANCEDNOLOGYID-SET • SEE ANCHOR SPEC61CAnONS ON SHEET 13 FOVAIUD ONLY FOR UP TO +70. -75 A.S.D DESIGN PRESSURE G & FOR SPANS PER DULE 83, SHEET 11 1O HV BLADE ONLY A S ■ ■ S A • ■ American Shutter Systems .Association, Inc. 4266' Weskooes Oriva West Palm Beech, R 33407 V.alI WUXN MIJAL SUPPLY, M B T FI nA Accordion Shutter System H.V. HnDE d1 W/ OR W/O KV. WFDOW ElADE 1 GIn 1s-des T v/I wm o)ASTAn L a DRAWING No 17-107 SHEET MAXIMUM A.S.D. DESIGN PR .. cPO1 GIVEN MAX. AAI PRESc InILNAnccarNS QcLEDUL FOA (SSE MOUNINGS ON SCLR 16 A 17). 01V• MOUNTING TY]F, S U B !�TFR.ATE -WM" LEI SOUTHERN PINE No. 2 W/ MIN, Ge0.55. DOUGLAS nR W/ MIN. G.O.SO WALL MOUNRNGS CEILING MOUTH T M. N. 0 k R FLOOR MOUNTINGS W k X SPRUCE PINE RR NORM W/ MIN. G-0.43 WALL MOUNRNGS CEILING MOUNT T M. N. 0 k R FLOOR MOUNTINGS W k% SPRUCE PINE FIR SOUTH W/ MIN, G.0.36 WALL MOUNPNGS CEILING MOUTH T M. N. 0 k R FLOOR MOUNTINGS W 61 X 1/2' MIN. COX PLYWOOD WALL MOUNTINGS P k 0 f W LRIN PINE N, DDppUU pp W/ NTH. .0.50 8.0. WALL MOUNRNGS S k V SPRUCE PINE FIR NORM W/ URL GwO./3 0.0. WAIL MOUNTINGS S k V U IN RR SOUTH W MIN, G-0.36 B.O. WALL NOUNRNOS S k V OR 1'-,. 30 11 12 12 12 ®I1014SfA®R 10 10 10 TO 10 00 10 10 MTi L� 0➢J1AiMR®1[WlE9(1 B9i 11WNR®HNw, L:! ®IIIAI[BWIl WK:VI W 12 I3 12 12 12 12 12 12 12 12 12 12 I1. ®!0.]I 40 10 10. 10 10 f0 10 10 10 10 7 - - fi0 10 10 10 10 10 10 4 J - -12 - - P64aux9Q 75 9 9 9 B ] 4 S - - - 90 6 8 8) 6 ].S - -J.9 - - OS 0 0 ]S - - - _ - SO 0 6 6 6 G e 6 g ma 40 6 6 6 6 B 6 5.5. _ Wx7El�r]Mxpt BO fi B 6 6 B g 1 _ 9 6 6 6 6 5 .S - _ 90 6 6 B 5 1 .S - _ OS 8 6 S 44 S ] - _ 30 6 6 8 6 6 8 6 p 69]IIBN•[I®a0L51yj 10 5 ! 5 5 S S S _ 60 {{ 1 ♦ 4 1 4 - 091m.Y1�a1C 6Q 3®IwWIGB®Rn'10�LL9 ®THEM M1®IER'IBQtlI 8 9 9 90 B -B OS 0 8 ]0 6 6 6 8 40 5 6 6 6 6 00 5 6 8 6 6 7g 6 6 6 B S S 00 0 fi 0 SS 4.S { OS 6 0 }5 4.9 4 .S 30 1] 12 1S 12 12 IS 12 10 I0 10 10 10 10 10 10 10 60 t0 10 10 10 10 10 9 0 ]9 9 9 9 9 9 8 4 ] 00 9 B 6 0 5 5 - - m 6 B 8 5 ] - - - - .10 6 e. 8 6 B 6 6 B 5 40 8 B 8 B 6 6 8 0 .5 S 1.5 4.5 _ _ 60 6 6 6 5 6 S 4 4 3.5 }5 - - _ )S 6 0 6 3 5 .5 1 ,S - - - - _ _ 90 0 6 'B 5 1 ]S 3 J - - - - _ _ OS fi 8 !' 4.5 ].S ] ] - - - - - _ _ )! ♦ 1 1 1 - - - 90 4 { 4 }g - - - .g J } S - - - - - - ]O 1] 13 R 12 13 12 12 12 12 12 4p 1S I3 iS 13 I2 1S 12 12 q 12 60 13 12 1] 12 12 12 12 12 It IO.4A )4 12 12 13 12 12 13 12 12 A5 0 90. 1] 12 t] 12 12 1S 12 10 0 ]S 0S 1S 12 IS 13 12 13 0. BS fi 5 ]0 1] 12 1] 12 12 12 12 13 12 12 2 40 12 12 12 12 12 12 12 I2 12 1 12 60 1] 12 12 1] 13 13 12 13 12 9.! BA )9 BO 13 13 12 12 1] 13 12 12 13 12 12 11 I 03 p B.S 9.9 8 ).5 fi i 6 OS 1D 12 13 13 10 B3 B.3 .5 ] 4.3 1 ]0 12 12 12 12 IS 13 12 13 12 1] IS 40 1] 13 12 13 12 13 12 IS 12 9.5 9 60 IR 12 12 12 13 I.S t0 9 B 8.5 6 ]S 12 12 13 12 0.50.513 9 9 ] .5 S 5 BO 12 12 12 10 7.3 7.5 6 SS 1 4 ].5 0! 12 12 0. 0.5 6.5 S.S S 4.5 1 4 ] - - 10 10 9 9 8 6 0 fl5 - W.O. Y-0' 12 10 10 g 65 4 6 0-0 12 la 10 7.5 4.! ] 6 8 6 13 t0 10 ] 3.5 - 6 s }S .! 19 ] 10'-0" 12 TO LS 4 - - B fi ! 1 S - 13 13 10 b.5 - - - 6 0 4.5 - - - 12 10 43 - - fY-0• IS'-0• 112. 12 10 45 - - - - - - - 8 6 6 8 6 !.S 1 _ - - - - - _ - _ - _ - __ 12 12 13 12 12 10 10 ] - 05 - - _ - - - - - - - - -. - - 8 B a y y 18'-0 - p 6 _ _ _ _ _ n HV BLADE OR M HV BLADE W[ SI�A HV WINDOW BLADE WORKING IN UNISON'w .s¢ {1IIMNUR r6q a1o[�m wLT I0 } NOTES ON ANCHORS REOLIRELIENTS WOOD SUBSTRATES, 1. dNa10:4 10 WNL rLK11 ai StlA WVM • SIWLL 9C K IOtLVK: S. LVB51Mn BIWL WNTar OF R0: rW WiN4; - 1/4Y TM MCTIO 5, 4 LLyryr V) To LT.W. tl N W/ Y:WYW CYBmYort IS NMAIE9 R -5011HO0N TOTEM. 2 w/ GO.'J' (GAS) -OOIIGAS M W/ 0.0.50 DlDa) r]01 SEaia1 011 91[a5 18 6 17. alaplak SfL NpR 2 BRbY. -STRIKE Pp2 M xdi91 W/ 0.0.43 (HAS) _gTRl13 Po M SWMI W/ 0.0� (HAS) 2 NKWOS TO Wa14W rAWp SIWL OC AS PER WAWIIWO TrpL M. SMFIT I) /!9 SINLL C019ST Or -u' 1/Y W PLY1coo TIM M.V U4 UI AS PLR NOS role 6^ TTDN5. 4. ANDIORS $ 0E p6LYL(p MIA9q Ny 0r ra RECOYYAA11tlN$ /NO M,,, MWS Or ra .WCHORS WNUfICI1WaL ,,....,.., `I(//,t 02017 MRCP, INA CD2017 EASTERN METAL SUPPLY, INC. LLLI`-Ap ]F; 1L ECO1NC. A.S.S.A. Accordion Shutter System •: �� TIWT TESTING ENGINEERING ATBrICOn Shutter SY9tBM9 kV. BADE ®tW/CR W/O I2V. W)mW BLADE N. x 0[SCRVROp a1[ BR4ATr 9e Lc J2 p •k ; k COMPANY' NS] NR Mm Y, nu. Association, Inc. I olD 1s-oes /27/1 wm 07/27 17 FS, NvmM NwM, rLyw ,yi PNWW : (om)671-15M. F. (J6S)0]I-15]i' 4268 Westrons Drive ] ] DRAWING No 145 sis/••• 0,4L� m�1-ome7ie [� West Polm Beach, R 33107 oront Eel„I1 NKM A I" b. P.0 17-107 ITT, cc6r%QrvMn'/I'i0f: /nA7r ROAN` L 144161 ••••�/•� VVI,"„•_J VI`1 SHUTTER YV rvvvu ouluuLrvvJ r•uK 1 HV & V♦ BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L FOR INSTALL ATIONS INTO WOOD WITH HV BL D T ONI Y SHALL WN` `�" BE LIMITED TO 105 0 sf a MIU t ,1IX. P 4 c RgI1M1 S SHEET 19 FOR MAX SPAN & TAPCON TDPCTH DR q•J,IJ, uw UN rRt55URE HATING FOR IN TA LATI01. WITH B 4D 1�QA) R RkINr IN UNISON �i TARCON WITH TECHNOLOGY BYTi /rZORM 1CCHNOIO" O I 1/1 P TAPCIN OR Om RiflTw �� 'mUM1N I TAPCON W,1H ADVµCCD THPFADFa TEMNOLOGY En]m0 W000 NEI � W/ , 1/2- Ml PWLTRAIIDN OF THRFADm AREA TO E}O'BHG i (SEE SCNCONE ON SNELT Is) Wax, HEADER. (SEE aCNCWLL ON SINCE is) I NN � TCH I I 1/I•o-20.3/4' S.S. MACHINE I (I ON S 1 OR f \1.^+1Ngi11g1/ I OR�N /I ll"l'•J' SCRMS W/ 1/1•-Za MIS 1� 1�1 fF BIKE mNA {NIy, mI 1 Nin O IZ' O.C. I w 4LLT ,03 I,I III EQgal EEOTING I aM6 mR �1 {r�Blf I'nll (, � • � p' C1A54-1 OR I I WALL, I I MM 1 CUS,NC MIN. I HEADER R�°Duo wm I OR �� I EASCNO Wrv. � , �mutim - m0 TAPDON E»mxa 1 ,® I I HrADw REouwrD I I:,ASSy 10MxoAs4 I I , E19 If'P DFORLI COR RPCON W1/M ADVANCm HI CPARAnON TO WA59 I II _ Mom" PR:ETRCRONa U REAL AREA To rABTHO I— S1mLRE Ov aNeTf NW. aI 1 �alfO°seEr la �f�'RAD Sy G.AS/SS (SEE SCHEDUIE ON SHEET 11)� L>fi I COMING WOOD HEADER. alOfa mA 4N 't f. (SEE WHmUIE at, Dim Is) :,ry ' i"' >'N' CONE Sill Put Rmb. OHM -WALL HEADER INSTALLATION @HY-NALL HEADER INSTALLATION 0 aV55 I Nw. SLP/RA1MN TO LRUSS I I -I UN. SEPANam TD C.lss I I M�y MIN. SEPARATE" TO CUSSL%ISIW_ 0 n (SEE SCHCONIL ON sxEET Iq .( I . 1 W �(sEE BCHEDVLE on 512ET 11) NIO D R K 1(SEE SCHEDUIX ........ ... �I1, ,IH 4u55-� I• IlryryJJl7 II'[INI;DR111 I REO'0. 1 ly Ly \n 1 Gum 1 1/4'o-30.] A- S SS a It(Pljjl IIfY,'II'I .S.MAE IET,T� 1=1 I&ACHwE SCAM W/ I 1 � 1 USwOW,I/SIC'-ZO �� H I I '� „/ I 11/4'20 NUTS o Ir 1 D Ir o.0 !:" `.-^,� ��n� I i''/•�\ I�foR®8 I ].4• COOR .. ti -NI. 1'4 Ili. ' \ ` moo �iE I� t C tl�ltt\1 U ED rum. �jr1l 1/4.0 TAPCON OR TAPCON WITH Ap/µ_CEO 11' 1 I I I I •' R /A" CONT. THRFIDEDRN TECNNOLOOT W/ 1 1/I I/I'P }APCON OR TAPCON WIM AOVµ[m 1, 1 1 94 PUR Z Pw[TW1= THREADED AREA TO 11 I I II ,111�', 1 44 TNREADFORM TECHNOLOGY W/ 1/Z• 1/I'R iAP[ON OR REOD. Mm. PENEO 014 OF THREADED AREA INTO PLYWOOD \ iM00N WIM AWµCm 1�-ISEE SHEET 4 MR ryP,Uy � � � � IIXTSTw$C,¢pWE ON 9¢L> IS) I (SEC 302DaE ON SHOT IS) ERSIING MR4. Z14• 1/Z- MN. -D THREAT W IEC'AN SNORER ASSEMBLY. t III WNL FW91 �' 1/]' AN. CDa PLYWND REO'0. S1VOs O IB' .14 . PLO'rtM10 REO'0. W/ 1/E' WrA PaIETMTION OF Z-MMANO SmioNS "I BE I REO'0. PLYWOOD TO BE WALL THREADED AREA INTO KIr N0OO COMBINED N NR WAY TO f�NlD 4N. Z'.I' STUDS O I6' OC. IIAY. RLOV. ARILRICp TO Sn05 W (SEE SCHEDULE al SNEC IS) i1RT NR INSTN4nON. ®Hy WA I INSTALLATION PLYWOOD f0 B[ ATTACHED 10 SACS N ACCOROWCC ADCOROWCC W"H ©WITH sEcnai.2308 Of THE F.B.a SECTION 2308 Or T2 O HV WA I INCTA eTIDN • SEE W TpNs.ar OF HV WALL SILL INcTALLeTION euDc Iy�i i s"En lo' """" fLORIDA BUILDING CODE Nan H1 h Ve)oc)ty Burrlcone Zone �pl�"�p\'(Eii............ T/(��f clan TnTLco, Na ?J ZOI> EASTERN METAL SUPPLY, INC, v A S S A A H rM 1 L E C O I , Accordion Shutter System ] Hv. RAGE #1 W OR w/o Hv. wtmW BALE /� TILUT TESTING A ENGINEERING eOMPANY American Shutter Systems . H Rara.IPu AMf!n/t 1> R ow.WN IN; Le ' p '• A wa et1A xv. n L,.. x>. N,IL9rA cWpRs, nOiM Aeeoclatlon, Inc. 1 wn am o>/zf A, I5-oes AIol,: (xs7en-Is]o. ro. v .:fsS`•.,O•A.IDk :`tW T w-umvAOmL.. O—y(wsp>I-Iu1 4268 Wtali ••••®-OCIestPOIM Beach, FL 33407 AT, . P FfG02IV6Iln iLORaA lk. 1 44107 L TINISH V4b TAPCOH 09 AOWNcED READFCRI TECHNO YLOGY W/ 1 1/2' ULI. PENETRATION D Or R ED AREA TO EXISTING WOOD HEADER (SEE sCXmuLE ON Sxfn 15) 1/4-0-20AD/4' S.S. 1 TINOGIVRLL ADEQUACY Of DOTTING WDOD BEAT PNRUPS TRU55 NFAO TO BE CERIOIED BY MACHINE SCRMT PEGerTERW ENWNEER.0 W/ 1INE'-2B NNT O 12' O.C. SHUTTER IINsSi,LLLARM ro 1 1//4 P ]ICON DR TICONINIX"Rm ADVANCED CIE 357• TNR116g2RY TECIINOLOGI W/ 1 1/3' uA pENflM]gN Of BNG MO AAEA TO W000 HEADER (SEESC (SEE SCX[OULE Q4 TxEn 15) L EMb'IIND YIN 2'N' P55TnO—I M{DFR REWD 1 j GUS$ II TAN . SEPARAnaN To CL142 (SCE SCHEDULE ON SNn 11)-4 COSTRIG GUSS--- QS HV WAL H AE)R INI eTION I � J �+ I-sa Bun 4 ran-ttwcL Dmnw KSN®.Y 2-uaumwc sanars Gw of mumrca w AM W.r ID slrt Axv p61AaANXIN. 1 Ym 5 U.S or /4- 0 IF O.C. I ' t©I I OPEN HOLEA 1 SRN TO TO , 5/16b VG AT CENRA'OE CxSNNG E.� GLAST—I _ IQOR (g* 1 I & a W TEPARADON 10 GiAER I I1NRN 1EP C I E D�1611 I I I [X151W0 (SEE SCMEDU.E ON SUER 11) EpTGu� -lI m I I cuss) 1 �I RAaaaA \ Ilox saE]DIT) In I 1 1 1l� J I ) ryWl I I EDGE IN APPLYARIE) ELSONC WOOD TRUSSCS OR RAFTER O 24- O.C. NEO,AREO OnIND SORB AN SCREw9 ] OR TPUSS. r0 SCREWS AT Vx NOULNAL ' uil Of TNREADTO FOR MKBO II 1 9 i l 1/,' © 4 7 I )A ON 3/0 u EXlmxc /1QAa�4' Hu GUST UO,. Wo 13 OR 2-.e' ". w WAS1fEq HEAD 1EK W De" MIN.RECWOOL SCREWS 0 12- 0.c l f DE" NEWRED (NO ntlal ALLOWED) (NAOamSN SCI \ 19 [OBE OF DEC% - —nd' !' _ OEOL EDGC A ' 6IWCARIE LD.- 1UIcHPS x Of DECK APPLICABLE 1 IL (ill I : COAL C VAb dICON OR WRX ADVAICEO Yi^' RIMHEAD _��� PS ]RUTS XLN MgCNWE SCRCWS 1 JxN. —,� --�� _ / { Cu PONE MR n, IAOfO. TEC9NDLaGY W/ 1�,_20 NUf9 1/4'0MRC TAPRN ON TICON W / ADVANCED ' REO'0. �I W/ 1 1 3' IDIA PDD]RADON I O 13 O.C. TIC OR Eo V. TnNEAOT'ION FECHIIOLOGY W 1 12 Un. 3' YW. ' IIW. / / ll I W LH ED AREA [ATRNG no, Tr rt/ 1 1 1/2' VD. P NTORCL F ENTE*BEG OF 1XRFWE PENCRATION OF 1HPWFN W(IDO HGUER. O AREA TOLCOY 00 AREA TO lXSM'C WOaO HEADER. (5[E T[IEDIRE ON SNEn IS) . (SEE SCHE AREA TO COMING WOO) NDAER. (5[C OV HV WA (SEE scroem ON SMn IS) SI INQTAI I 9�of 'Dr�y�e EON SCROCAE ON "ED Is) X NV WALK -OVER IN_.A 1 e �T 710N TICIN v WO HV FLOOR INSTA ATION RDNIDA BUILDING CODE Non High Velocity Hurricone Zone A1P � ,.•"'•I'••,/f"� L]On 1RTECq INC. LICE/ys�., v�)3 02017 EASTERN YnAL SUPPLY, INC. � 13 T TM ��E C- A.S.S.A. Accordion Shutter System FlKMADE p1 w/ OR w/O KV. WINDOWa wE American Shutter $ystem0 TILLT TESTING @ ENGINEERING COMPANY w. IKR ,no, LANE room IT Ic IDN, m., U. Y NPLp:A CVLNM, Opp 2]0 1P.E. Assoclation, Inc. I OLD 15-0951aa.)nl-11M. .. i ()Oa)B]I-ALIT s/ \a o`^ 4'L68 WeStFOLET DM1Ved WD9t Polm Beach, FL, 33407 DRAWING No pED-on --,ANAL ENS ,. WXER A Iwr ,,, Pc a , 17-107 SEAL%SIGNATURE/DATE ROROA LX E44107 s SHEET E 1 O RO I END INSTALLATIONS(1) HV BLADE OR a WINDOW BLADE INTO 2"K4' MIN WOOD STUDS [mmo a.aa �— o.o.zs.o ••o- o•o-o•o•o•o ND ONNN12 r9y� TI MET II,NNEC,r101NADE AI nm MMMMMM�,♦ ,a. R w• PLAN DEML x 9=,°N L429 a Nncae�re r � 10Y., .IM)Y.Otin &Id:. PW N ND CONNECTION M CNN ONINQ CONVECT ON DETAI ( • nu.am am.a mm cann nw ir-o- ♦ SEC EM,rONS OP USE FOR eIAD1I ON SHELT 19 = E1E' ......'E�; 4/vim a • 9 °•. O MD17 Mnoo. M. I L E C O Epa. 71LUT TESTING A ENGINEERING COMPANY Qef nc ]On s,, SLL bf, vemc. µmen, rteID, y,E IIVN : (.meFo1-1mo . r°. ; Eweelm,-,v, en08r ,oUJI. e.c nsam,, u`' u1s7 A.S.S.A. American Shutter Systems Association, Inc. 4268 WeslroOEs .Drove West Polm Beech, FE 33407 02017 G RN NEru. Supply. flUM rn '� Accordion Shutter System NV. MADE Q1 W/ ORJg W/0 NV. wNlwn MAZE w. x ooenr,mrl our em m an Ac. 1 OLD Is-= 7/I7 1 UIL 07 27/17 1P •••"•••••••"••' �"' ZONAL El1G�a'• P.E. SEAL/SIGNATURE/DATE 9 a DRAWING No 17-107 . a SHEET 1B Or 20 i "'ToN6 ________________�_____--___ 1 � � ) ` 'fW TYP. SYYI�RKAL_CFNTFAWI6 (2a ff3. !. A ABWE1 Y.. i 9 9 9 9 9 91 9 9 91 91 9 9 9 9 V TOP kIROMOY .cu,n�al W L4i 31' w a 6 mD ELEVATION NIL SlDWWION ro 0,as ER sOEP11E M sale 11 FOR 01111E m --.- NmW nas EIBET sw ruusmk_(a 02017 TILTEM, UIC. I — OE TILUT TESTING a ENGINEERING COMPANY Wb Nt 1NA S, B.=% N9py GVmey R I Pw�a q (30S)MI-1330. F- 1 (M6NIT-1sL r41U A nU0 L. P. RO1mA Ik. / 44167 1. UM A". OESCN PRESSURE R T •I'M — 110 P.1. 2. UM SINTIEA SPWN. 06' 3. NLa62D YOUNONCR A a O 6 N ON SMEEM 6, h AS WELL AS UOIBREMS J. 0, T. U k W ON SXE[i5 16 k 17. ��I TZD BE 1M.WY AT A. 51WEs MEE =@NO 5. (A) W MoMR IM1 SNY E 61 ONLY A UMUM OF 5 OPERMS (O'F NWES) MR PER AT SPACINGS SHIM ON SNEET A. (0) UN, DIEAPHICE fR6 T OR wuoM EDGE Or w WIDOY( BUOE © OF ANY O'P NLL Fat od SMALL BE Ir. (CC BUDS § DUDE MUM BUT FROM STAMENS AT ENDS WY BE MY (0) w M`w BODE ©YUST BE Uses AENR UEw To A so- w ouar(DI TIDIamx6ur SlnrtlmTs wo1N. 0 LEdrtERWTEs swL ALWArs BE nmAUEn AB.M.coR ro A sam IAA eW£ I A Eman sn1E OFTHEM. (F) POI.YCARBONAIE W WWMW iul gy}L. DE INSTNUCI 50 a➢S'fAtE MEINIEMOR Op ML OPFNMO 0 0 PIm1CCIF0. try IONOOW WST BE ONLY WSTAIIAp Ax0 IOCNED USWO A MI SFMING. TOOL pR000 WAS, INC. S YE. INCIIBR.sPMM SCNMUIE MR WSTALLAnaNs WID bDOD FRAME B110p2A ON $x¢T IS. AS LYOEp BE SPAY AND DESmx loAO (SCF NOR9 1 k AB0.'E). ). SEF AN410R SPACDm OR wN1ff Up Ps"B's pL ON 12k 4ASUU ED WCONCRETE ON OOxfAaE 5PN1 ARE DE LOUD (SEE NOTES 1 At 2 AEM). A 'BoUU L WUsM ON M GLASS SGLIEDLSL PER ASIU E-IR2L WWD SOME U-UBM SEPµ OR TO CLASS 1 MRU 0 f 4 6.25 A.S.S.A. American ShuHer Systems Association, Inc. 4268 Weshoods Driw West Palm Beach, FL 33407 FLV. MADE AL SUPPLY. INC. /- AYTU cutter Syste) HV. WN7ON MALE ME Btt LC DRAWL 77/1 WD W/2) D DRAYDNG No 17-107 L T i MSTING o e' a.a / e N` GENERAL LIMITATIONS AND CONDITIONS OF SF FOR BERTHA L1 Fib B AD A 0RDI0N CI•I 17TER SYSTEM INST'A ATOM TO META In WALLS 1. MAX. AS.D. DESIGN PRESSURE M71NO: +75, — 75 (psf) 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: 8ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ HV LOCK ARE ALLOWED WITH 21 ARRANGED A24 SYMMETRICAL LAYOUT. USE 0 (2) 35 (6• LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. 1/2' BLADE SLACK�DETAIL HVF IS ALSO VAUD FOR 12 CENTERMATE l`.Y APPLICATION WITH BLADE 10 io W I YA'PoES'� ® 6 S0.1. 1EFl - 1 S'vGdno 3 MS WALL HEADER/SILL INSTALLATION MATES ©1 y2.oaa'Gvx. m o9' 3® 114"o NOMINAL ALUMINUM SLEEVE 6063-15 ALLOY SEPARATION TO GIASS SCHEDULE3.000' uvx b3e LENOM i Y ® 1/4"0-2OX3" BOIT MUST PENETRATE 9 1' 373' Y� x6p' I- 050' 1/4'0-20 THREADS 43c ]f4"0 EL 0 ONttR CTION PRODUCTS FA8—LOK HD COMPONENTS role" AS APPLK. w sCALO 3/8-- {' s Cera") WIND ZONE MINIMUM ASTM E—f996 SEPARATION TO GLASS I THRU 3 1• 4 4- Q �I I LJ L.-••-•,•..••• •,,�.•1 4 12 3 1/4• (TYP')—•e 1/2' DYPJ (Can(.) �••^ d U v 7. 3�(6'MmJ .__r Q.1 ur «_.-6 1/2' UA%. SLACK ** HVB �eDE SLeGK DETAIL HVF •:. FLORIDA BUILDING P Q T 02017 XL , M. 1�p- A■S■S■A■ i T141T TESTING & ENGINEERING COMPANY American ShUHer S1/6(ema mm n.W. mv. sr. eM. im, NROI01 mMmea, noew 33I Association, Inc. •Tv coon.: 00e�7imu 1'=aao d'an0,1071-153, 4268 West"Drive •'. 0i0 ••,!20RiDA ��V! D E0-a0amimWest Palm Deach; FL 33407 ' l!,3�ALLAA��'' •44��yy('y 1` WATER A IYLf J,. P.E. P.E. SEA[)-3uxAlORE%DATE naRa uv. t ••167 _.. LO NAOD /9 ENDS EocaiE'o Ar 12 VIEW SIDE CONNECTION YO TRACK CODE Non Wall VelocityHurricane Zone 02017 EASIERN METAL SUPPLY, Ma. BERTH Accordion Shutter System HV. fiADE:#I W/ OR W/0 NV. WIDOW RUDE ",, R D6rRPny, mrc MM M. L.C. i aL0 15-OM 7/27/I Can 07/27 17 / 2 s DRAWING No �/ ' 7-1 0/ • a SHEET an nr an a 4 r 0 r • •