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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online i I. 1/4/2018 db a M-1i VA SCtS Home Log In User Registration ( Hot Topics I Submit Surcharge State & Facts j Publications FB[ Staff SCIS Site Map I Links I Search e Product Approval USER : Public User Product Approval Menu > product or Application Search > Application List Search Criteria Refine Search Code Version 2017 F 389 Application Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outride HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Searrh Pac. lfc - Annliratinnc FL# Type Manufacturer Validated By Status FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion -Appmvea dy UdeH. Approvals by UnPH small be reviewed and radned by the PDc and/or me commission it necessary. contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibliitv Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail W NIs entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the 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 dick here . Product Approval Accepts: ME 11113 ® Rid M RtLr.y° I Credit Card Safe MAR 0 2 7'J18 ST. Lucie �i \•r�i •Q� 1✓ W https://floddabuilding.org/pr/pr_app_Ist.aspx 1/1 .GENERAL NOTES: I. BERTHA N.V. ACCORDION SiHU TIM SYSTEM SHOWN ON WS PRODUCT EVALUAYM OOCUMOR (P.E.D.) HAS BEEN VDItRED MR CCUPW M N ACCORDANCE NIM ME -11 (ESN EDDNN) OF ME {LGPoW BULONG COOS 1H6 ACCORONN SINKER SYSTEM SHALL NOT BE NSAL1Ep AT WE VE HURRMANE ZONES. DESIGN NAND LIMBS SMZL BE DETERMINED AS PER SECTION 16M OF ME ABA MENTRI CODE FOR A BASK NO SPEED REWIISD BY ME NR5DICf10N NNFAE SNORER N,L BE MSTAIOATH LED A DIPECNNAUAY OFACTOR KE.0,851 MIND n �; TABLE OF CONTENT ASCE 7-10 AND SHAL NOT EXCEED MAMMOTH ME (AS.D.) DESIGN PRESSURE RA1O05 WDICAIm ON SHEETS 11 TRIM 15. 19 E: 20. IN DOOR To VE THE ABOVE OCNgIWN, ULTIMATE DESIGN 1MNO L DET M.NNED PER ASCE 7-10 SW.L BE FIRST REDUCED TO ASM. DESIGN HIND I S W MMnPLYING METH W ME IN ORDERTO COMPME MESS W/ -1 (All) DESNN PRESSURE RAYONS OOMATED ON SHEETS 11 NNU AREA 1: W BLADES OD & AlA 14, 19 k 20. N CREEL TO V MAT COMPONENTS AND MCHORS ON THIS P.M. AS TESTED. WERE NOT OVER STRESSED. A M S INCREASE IN ALLONABIE SMM FOR MOD IDIDS WA$ NR USED IN MEW ANALYSES HOWEVER. A WND OURMON FACTOR CO-1.60 WAS USED FOR VMFKAOON OF FASTENERS N TRED. L NOTES SHEET 1 COMPONENTS 1-20 FM�IaM ATL RM' KV.: BERTHAHV.AGCORpATNSMIEtSY51EM'SAOEOUALYFORN1N0AFIDLARGEu1591¢IVPAN IDAD HAS BEEN V£RMFD M ACCORDANCE n1M SELeON 1G09.1.2 OF INE A9aVE YENMNED CODE AS PFA SHEET 2 COMPOHENIS 21-37 SHEET 3 BLADE O` /0214.01-OR. /9JIT.02-06. AND /0210.01-11 AS PEA TAS-201. TAS-202 AND TM-203 PROTOCOLS AND ASAP E-IMS SHUTTER ASSEMBLY 36-44 SHEET 4 WNCITY BLADE a MNDOM OUAX 2 AlAD AR A '- i1V Aln G) ND HN LA NDOW R enc (/Ai AND U LEM D. ND0ZONES 1. 2 A 3)1 11 ANT) E-1998 SMOAROG (NSGM1E LEVEL D. HIND ZONES 1, 2 k J) s /t22D.01-10 M PER ELS 2N, 203 k 203 PROTOCOLS WWI MISSILE PER#OEENS 201. (PLEA APP F) ISMUnFR -W WINDOW BLADE Or IM05.01-09 AS PER ASTM E-1886 AND E-1996 (MNELE LEVEL U, WHD 20NES 1, 2. 3) BASIC PROYECTroN OMLY AND / WZ5.01-68 a PER TAB 202 PROTOCOL ttPICA. EIEVADON &NOTES ON LOCICi SMELT 5 2. W BLADE AND W WMDOW BLADE ® ARE ENGMEERED TO WORK N UNISON WITH DOW OTHER UNDER ME GENERAL HMItARaNS AND CO M,, OF, USE N'OGIED ON SHEET 19 INSTAUAMON DETMS A-F, CONCRETE/BLOCK SHEET 6 i 3. BEPINA H.V. ACCORDION PNS (NV SORROWS). USED AT BLADES KNUCKLE AND TOR MET MOUTH CONNECTION TO TRACKS S BE /14a2.75• AND /140.75" RESPECTNELY, 41G-NT YINIYUM SURRESS INSTALLATION DETALS G-M, CONCRETE/BLOCK SHEET 7 CENRRMATE DETAI$ HY SHEET SIRE SCRET9 WRH 135.0 k; YIELD STRENGTH AND ISO W TENSILE STRENGTH. PNS Sl l BE COATED VIM OoR W OACRDSN11I COATING SYSTEM M MANUFACTURED WY APPROYRI SERIES CDATOO APPMCATOM REDIRETTED RNH AMCBCAH SHUTTER SYSTEM ASSMMTION. MS MUST BEAR ME ID' MAIXNG ON TII,R HEAD. 8 CENRRWTE ALTERNATING BETAILS HV SHEET 9 4. ALL ALVMNUM CONTUSIONS SHELL BE AWMNUM ASSO RON ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MIMNUM WELD STRENGTH FOR 6O63-T6 A IS 304 W AND J5.7 tri FOR 6005-TS ALLOY. ii ENO CONN[CDON pETNL9 1-6, CONCRETE/BIOCK SLEET IT) MA%IMUM OM TABLES SHEET II 5. ALL SCREWS TO BE STNNIESS STEEL 304 OR 316 ASI SERIES OB CORROSION R,,gYMF COATED eM,, SEED. M PER ON SDMB WITHo ILA MIN. VELD STROH M AND 90 4d MIN. TENSRE GIREIGIH.. S MO SHOP. COMPLY W/ ROMW BOTTOM CODE SECTION 2411-LgA. ANCHOR SCHEDULE- CONCRETE k BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE h BLOCK 6. 8]04 OR JIB OR 0.15 TO BE ASIM A -JOT GALYM® STEEL STANLf$$ STEEL TMH JS 4Ri YRBWY REID SMENGTIL SHEET 13 ANCHOR SCHEDULE- CONCRETE h BLOCK SHEET 14 ANCHOR SCHEDULE- W000 SHEET 15 7. SEE ME FOLDM, SHEETS FOR ANCHOR SPECIMATIONS: W BLADE D : 12,13.14,15 AND2D NJ RUDE (D k G WORKING N UNISON: 12. 13 h IS R THIS BERMA HV. ACCORDION SHUTTER SYSTEM GEMS A U PATEN /6'779.582 COMPONENTS OF THIS APPROVAL ME COVERED. IN WHOLE OR IN PMr BY U.S. PATENT /5'458.178 ESSUED W CISTERN SUPPLY, NO, 9. R SN BE ME RESPONSBIMTY OF ME CONTRACTOR To VEAUY ME SOUNDNESS OF THE STRUCTURE "ME SHUTTER 6 TO BE ARACHEO M NSURE PROPER MCNORAGE CO,,,,,OR TO EEO/CMN, ALL SRURER COMPONENT EDGES WMCM REMAN. MRU FASTENING N CONTINUOUS EONACf WON ME SOUND TO PREYTNT NOq/RAIN INf N90, 10. EKN UNIT MUST BEM PERMANENT LABEL IN A WSSLE PLACE MH WMNNO NOTE• DURNG POROUS OF NUWUGANE WARNNOS NONE OWNER, TMMT. ON OTMD% NUS, PROPERLY CLOSE AND ENGAGE OR LOCH ALL W Atl 1(U AM1D ND CENTEMMUES AND HO LOOKS. 11. SHUTTER VIRUFAC M'S LANE SHALL BE LOCATED ON A PLENTY MSBLE LOGIN AT ACCORDION SINTER N ACCMDMCE WITH SECTION 1709.9.3 OF FLDWOA BUILDNG CODE ONE UBR SHAH BE PLACED FOR EVENT OPENING. WInJNG TO COMPLY WITH SECTION 1709.9.2 OF ME FLORIDA BUILDING CODE 12. BERTHA N.V. AECORDION SHUTTER SYSTEMJ'S IHSTAMATWN SHALL COMPLY VMN SPECS RANQUEU IN THIS OMNMC PLUS MY BUILDING AND ZONING RMULM NS PRONDED BY ME JURSOICOCN WHERE PERMR IS MPum TO. 13. 0) TMS P.ED. PNEPMEO BY M6 ENGINEER 6 GENERIC AND DOES NOT PROWOE NMIUKDON MR A SIZE SPECNC PRDJECF U. WHERE THE SIRE CONDITIONS ROUTE FROM ME P.EO. (M) caNTRA " To BE RESPONSIBLE FOR THE SELErn(x. PURCHASE AND R6TA TON NCLUDNG LIFE SAFETY OF Eros TONI RAGED OR TANS P.M. PRONDED HE/SHE DOES NOT g ,E TRDM ME CONNNONS DETAILED aN M* WLTIMEN. CONSTRUCTION SMER AT SIR IS ME CONIRACFER'S RESPONSB .. (c) SIRS PED. HILL BE CONSIDERED RMLJD 6 ALTERED W ANY HEATH. (E) 611E SPECIFIC PRO.IECIS BILL BE PREPMED BY A FLORIDA REGISTERED ENGINEER OR MCNMEEXT wMCH MlL BECOME ME ENGREER OF REM O (EO.R) FOR ME PROJECT MD no WLL BE RESPONSIBLE FOR THE PROPER USE OF ME P.E.O. ENGINEER OF RECENT). ACME AS A DELEGATED ENGNEER TO ME P.ED. ENGNEFR SHALL SUBMR TO ME UTTER ME Elm SPECInc ORAWNOS MR REVIEW. (a) 0041 L RED. GWNL BEM ME DATE AND ORIMNAL SAL AND BWMTURE a ME ENGNVM OF RECORD AILM PREPARED O. INSTALLATON DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-N, WOOD SHEET 17 END CONNECTION DUALS 7-12 h X WOOD I SHEET IB AREA 3: HV WINDOW Rt ADF �j nTNC L SHUTTER ELEVATION lA ON SHEET 19 AREA 4: HV WINDOW BLADE Eli NSEALLATION DUALS. MEEK STUD WALLS ON Y SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN IPERMiTS IN THE STATE OF FLORIDA Ili `��GENSF+.L9 W2017 MKOD. NG 02017 EASTERN METAL SRNR.Y, NO. BE TMA -VT, Accordion Shutter System ALAII S�/� L 3 IL EC O 2B . A.S.S.A. * : Hv, e.+DE gl w/ at w/o )ay. WINDOW BLADE d,/,/({[�J' b lhl[ 6F% • f �' TILLR TESTING 9 ENGINEERING COMPANY eJv Nv, xw sl. 6u American SFIUIief SY91em9 A390CIOf10n4 Inc.= , x oLscRlPnal oEtr 0wx++ ae Ee. 1 I OLD 15-OBS P7127114 -M 0T/27/17 • AN �, ..R. A .MFB A1 I PnRM : (30SWI-15U . F<.: (395)e1-101 4268 Westroods Driva 2 J DRAWING No ........... -•GpAI - ®L110sm West Palm Be..h. FL 33407 /OARuETpA-' P T "lFAF.AcuxnnMl.or m.1F MAID A m 4 PE TLORD& La. 1 44167 17-107 _..,.- , UNDER US PATENT 8 5458179 OF USE OF BLADE -WON SHEET 19 ©HV ADd. FLOOR TRACK QUAURED FOR USE W/ HV BLADE 1 63-T6 ALLOY AND UMPER 91) 9B]• B3' N-L ;-M I 1.666' So 11 HV CEILING HEADER 0 FLED FOR USE W/ HV BLADE 1 ONLY, SEE SECDO IS FOR VAUD 6063-T6 ALLOY AND TEMPER B m i ..3es• I 3�HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ NV BLADE to 6005-TS ALLOY AND TEMPER ; HV SILL OU&IFIE60/DBLADE (" bNl 0THANUPR 7v Y 162' D SW/ HV ALUMINUM ANGLES QU/WFIED FO$ USE 1V/ NVBLADE 1 ONLY. 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AtR6 TEMPER 99A' >1 pp. 642 ' : I -2 t' x 1A GHV WALK -OVER TRACK J930 �I QUALIFIED FOR U(S�t)E YI/ NV ( Ilv TRENCH TRACK " BLADE A QUALIFIED FOR USE W/ FN 6063-T6 ALLOY 1 O TEMPER BLADE 01 ONLY. d DONPONENT A B Tt W V 2" 5 MAIL I/6" 1/6" 19 2.5' 7' W. 0.180' I0.190- 2' 5" Mo.�0.139' 10.131• AND TEMPER CO NV RAINGUARD QUALIFIED FOR UE W/ HV 6063-1 BLLO Ek D TEMPER. `3,Y �• 111j1.. ER 0. T//;'': VCENS�:•,.✓y z a /y Y- '. TATE OF O+-x�Q�YC s,`:�OHIDP.:'4tw1311 D r-Zo/ pp•^/�'"' LL♦gyp 1T1 r'h4nt:\mfSc Jn..rr c2017 TATOM, Mc �� C p A�S�S�A� AmerlDan ShuHer SYBem3 A93oc1011 on, Inc. 4268 We5h-cods Drive West Pclm Beach, FL 33407 02017 EVST.EM MET& SUPPLY. Me. -_ - B RT A f7ViM Accordion Shutter System KV. SAX #1 W/ OR W/O KK WN OW � TIELR TESTING 8 ENGINEERING COMPANY MI. 6115 N{ xa st. m..w>. va^•• comma, nmo. Pnnwm (305)mI-IM0. Fe.: (S,6)671-IssI [v�oaos�io <°m w&1ER A R 11 P.E. DnIaD7, IX ITulaT h., A pLLARPTI°N yn e�� �, Lc I OLD 15-M 7/21 t 6MD 07/21/17 x A DRAVOING No 1 / — 1 07 c..ccr A a 7 4 a m USE W/ )W BLADI ALLOY AND TEMPER P,Ax R FRrnn EILYAIIOuHV MALE 7 � LOCKER FOR "T" LOCK CNTCRI2ATT: WUALIFIED FOR USE W/ Hv BLADE 1 QNLr HV FEMALE "T" ynrur QUALIFIED FOR USE W HV BLADE ONLY CENIgRMATE 606J-T6 ALLOY AND TELNER / OL OUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND .214• 3f HD CENTERMATE W/ NO LOCKING RODS QUALIFIED FOR USE W/ HV BLAOEU& 1AA 6063-TS ALLOY AND TEMPER ® LOCKING RODD OUALIFIED FOR USE W/ HV BLADEC 6063-76 ALLOY AND TEMPO INSTALLATION VALL REQUIRE A ]/, iLLED AT TRACKS FOR PROPER EE VO' 331 HD CENTERMATE'S INSERT QUALIFIED FOR USE&(9 6p63-ffi US0Y LND tEMPER E— r—1 y[ SE I`S'!/ HV 1 /4" 6-20 AISI 304 RIES S S THUMBSCREWS QUALIFIED FOR USE YF/ LW BLADE 1Q 02017 mttco, MC. I Saw, me- _ � 9455 aYLLMlER �.6RYE CNN"at h RC$ (fMOV (ggP4 a4lm) MRp) ® HV LOCK ® HV EGRESS LOCK QUALIFIED FOR ONL NV OUAt1�FIDEE ))(OAR USE W/ HV (J (9 ONLY. -.250' 00. SIB' R lIC NEM " fa' 6RE« - e AFTER RIYEILY 1 20 x 3/4" e2roRE RlrnNc S.S. THUMBSCREW 1/4"0-20 RIVNUT* 11 "sonEs wA. NCu,vw (2D2A-n Aua) IA46[ fWIGc nm, 1.632:i MET 6MTSe0. PART )firm. As MDarACTwFo m A4Da M[F4I rtYrORK PAQpPPEvr. NEV . Cr onxI. M EOvrl L0 HV A T RNATI nrlr QUALIFIED FOfl USE OUALFIED FO6 OUSENLY. IY/ NV W/HV BLADECI ONLY. I BLADE 7 ONLY. DR]3' Mw O �! m "D 1 .,n• uR.. I 0 ew• I Op IMUMBNFN ClloiDW _ OR KLY I S Mi CYI&DTR ,I 1.>6• Ln IR 1 D LOCK By REGENT HARDWARE MORTISE LOOKS SERIES QUALIFIED FOR USE %Y/ W BIAD IL Eco—in. A.S■S.A. DF TILLIT TESTING h ENGINEERING COMPANY American SILU$eT Systems NW36cnAy.M.. Sol, OWOD". nDlm ., Association, Inc.(ro])en-IoW. k Fa.: LA6)eT-,v1 4268 %yestroads Drive®6�1710ip0n' Wcst POIm BROCh, FL 33407 -M.TER A 'AUT J,. PER U[. E w,6] „1nxm 33 HO,,OOK(K� EMT LOCK, D& elocity Hurricane MEUL SUPPLY, INC. HA— H �ITLe Shutter Systl VO IV. W1NWN BAD att m.N m: L.0 7/27/1a¢: 07/27, DRAWING No 17-10 y I,, SHUTTER ASSEMBLY SCHEDULE FOR HV HV (1) HV BLADE 1 ® HV BLADE to HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"•3/I6" THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RIVETS © HV 1 3/4' ACCORDION PIN W/ 18 HEAD ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD f ® POLYCARBONATE IMPACT RESISTANT HV WINDOW UIREMENTS AT EXTERIOR BLADE KNUCKLE FOR UP Pip ir w MM s (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR o�� ` NI BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO OR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY (2) HV PIN ® MAY BE USED IN LIEU OF x.f.s. ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO v1321" BLADE WHEN CORRESPONDING TO INSTALLATION 'It". SHEET 7. 04&_p O (3) HV PIN ® OR © W/ 1/2" O.D. 1/1 B' THICK S.S. WASHER im 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET �Y HEEL CARRY ONIi MM00. P.'. IL ECOTHc. TILUT TESTING d ENGINEERING COMPANY aes xN.:in st. sl. ]n1 xvtia. urova nano. v PMne : Iw])mt-Is]o : rP.: (w5)on-lyt -ma: meveoaP.emr� ®-KO ni1rz0. A 1Wo41. PL naN9A N:. (Ml6i V ' TO Bu0E5 avclaE (iYP) a625' �' .t625'I f GfiTv�`Y—I qY RIME .ae25' ��„ +-r Afi35 .p625' 871. Y .a625 B.BsZip 2 7/8- Y61.� / 1N XiN�q aw SEPARAMN BT2I1 BVLE OPENINGS S S $ ox aI/N YM BEIMEEN I' T 12' NM. cc I TO 0ME e0 N � i II EXTERIOR 5, UV-5TABIUZED GRADE OR SA ATIVE PLASTIC LEXAN 103 RESIN NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR a �I mmxv. rxovanpa .rvu"inE sr +cum aa6r etas: stare OuaN .Try Prn mq e! ' no+] 4/A ro .,m mmmM .sN, oea v+w PLL sam nLL r1I]1PX 59FJrrw lr R.p /S1Y Pl% n.'AO PLL ISW Pal MlRLL lgYIIVS I vwJn ASiY W% ]W.YA 0.r1 ]+>AM R.A .W onam�...........,I mw na a iv z Iw .�av V I' liw Oli% 1010T Kq '!r ffid➢�` ISTI El W N"4f SHIN NW PLMAff /$lu W WO] OL OJU PaA road[. 1r0.`$ B5oi6 �YN EPTL ASN 6N b01 v+l. !!AO P.1 A.S.S.A. KY. American Shutter Systems , N, Association, Inc. I 4268 Weshoods Drive x West Palm Beach, FL 33407 na] I h velocity Hurricane Zon, aVIN OETN. SUPPLY, Mc. RT IA—H :)n Shutter System OR W/O KV. WINDOW MADE wn 0;. ec Lc. J/21/1 wm 5/27 DRAWING No 17-107 MEN yFFF� �::• p III '. m' a g. ©• 10 ' Q� 10 • t�to^ �. �oay. � ov TYPICAL In HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERNATE )NE NV LOCK 8 Fr 0 SNRLL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPµ 2 OF SNORER SPAY FOR VMS UP TO 105'. µ0 FOR WST TIONS T ANY NAY BE USED AS ANIMMDEI OR OUTSIDE LOCK, ATTACHED T0Is OR 23 x 1/2' LCNO FLAT HEAD 55. M.S. LOCATION OF LOCI( SHALL BE AS INDI DE51RM FUR sh"M T­MfGl=CL OR FOR SECURITY PURPOSES, UP TO TWO M• USED AS AN B.SM OR OUTSIDE LOCK COMNECd1N OF LOCKS TO CEMIERMATES (D AS INDICATED ON TYPICAL SINUTTER ELEVATION. nLIWll LWKINU KDUS 0j OR AN ALTERNATIVE ONCE Y ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). • "ONE LOCK SHALL. BE USED AT CORNER R ANY SPµ D WSMALUTIONS AT E OR INSIDE LOCK 'ACHED TO O3 CORNER CENTERMATE W/(2) 1/4 6-20 ^2' LONG MT NEN S.S. M.S. TWO LOCKING R0, 0S 5 TOPk SO OM SNNl BE U eNI' ED. LOCATION OF LOCK BE AS IN .. dfATEO ON TYPICAL SNORER ELEVATION. y o-1-11 a.a. lauunxxtw W W➢ HA OR q3 GENIERMATES SHALL BE MADE W/ 1/4'b-20x1/4' N.UM. flNNUT AS SHOWN ON SECTION HVE. SHEET B. ONE LOCK SRALL BE USED AT 1/2 OF SNORER SPA! OR NIO LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION /3 FOR KMTONE �I TIONS• ONE NV LOCK 4D or 0 or 0 SNALL BE USED AT 1/2 OF SHUITM SPAN FOR ANY SPAN OR 12' ABOVE OR BEID'N 1/2 OF SNORER SPµ FOR SPANS UP AND Be, 0 FOR INSTALLATIONS AT ANY ELEVATION. IN LOCK m or g or g MAY BE USED AS AN INSIDE OR OUTSIDE LUCK. ATTACHED TO 4a or g SYMMETRICAL. CENTERMOTES W/ (2) 1/4•-20 x 1/2' LONG PLAT HEAD S.S. MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SNUTIER ELEVATION. USE.OF LOCKING RODS ALB w/ OR 0TOP µD BOTTOM IS COMPLETELY MANDATORY. II INSIALL UION AT ANY ELEVATION. ALTERNATE LOCK �.UY BE USED AS AN NSIM ORUT . O9DE LOCK ARAOMENT OF LOCK g INCLUDES USING REWiOflCINC Q3 , AS SHOWN ON SECTION LNG, SHEET g, WHICH MUST BE CONNECTED TO CENIERMATES 0 µO C4 W/ i/4'o-20 a 1 1/2• LONG S.S. THREADED BOLT W/ 7/8•P a 3/32' YlNGNUT OR W/ 1/4•0-20x1' SS -MS. INTO A 1/4'ex 5/8' RMJUE LOCK A y BE INSTALLED AT WMpA, OR 12' MAKMUM ABOVE µD BELOW MIDSPµ. USE OF 11Y0 LOCKING RODS g TOP AND BOTOM 15 MANMTORY, a *NOTES OHD L6FNTFRAATFC 1wMIA W1 (7 . ONE ALTERNATE HO LOCK (}� MA�TBNE USED W LIEU OF LOOS Uj OR IL5 FOR ANY SPANn AND WSTALIATDIfi HV AT ANY ATON. ALTERNATE MD LOCK G MY BE USED ASµ MSIDE OR OW51(151; I.M. ATTACNMEM. OF NO LOCK Cj' T0[o1S W/ 3 IS x 3/8' F.H. S.S.U.s. µ0 INCLUDES REiNFORCENEIR WSON QS AS F CVN ON SECTIONS Me-" N1Di -IM1L', SHEET TO. LOCK WY BE INSTALLED AT MIDSPAN OR 12' MKMNM BELOW OR ABOVE UWPµ. USE OF LOCKING ROM IS COMPLETELY OPTONAL Y Y11`dN:............ .'•`r JCENSF'••? : ' •o :: r�-) 10 '•. O •�, F11 .7017 TRIEW. WC. ��p- TILLIT TESTING & ENGINEERING COMPANY Au Nv.:6.A.. sv, m. aoN xNC.'rA rinonn. nmew aal vnm.: (am)G71-ma . rP.: (Sro)en-v.31 • W.Pxn wnm A TAW Ar. P.L. R IRCA uG 1 .167 A.S■S.A. American Shutter Systems AseOC1Ot1On, Inc.085 t P.I YYe eo.h.s Or33 West Palm Beach, F7 JJ4O7 02017 EASTERN N & SUPPLY. WC. BERT A HVTM Accordion Shutter System KV. HNE p1 W/ QV W/o R.V. VAFDO! H A➢E r. N DLswwnax DAn MPN IN^ Lc. 1 OLD 15- /22 L 01D W127117 ` ' ss//•.........�LG\v11111 -. ONAL E` 011 P.E SEALJSGf ARE/DATE x '� a DRAYRNG No 17-107 I. 4 3 SHEET s nF 2n 4 PWREII— II 1i I' POURED r WNI:Pm: AYCM04 (SEE SCNEDULE ON POURED COh'aLEIE OR CONE m SLOG CONCRETE! CONCRETE 5! 1]) REOWRED REOUIRFD 1/4'P-GO.J A S5. aEgIAED • CONSRv1E 0.\YNORE I/ ' i7 18 de fCCC uVu1M®d SVFEI r M'GO95 E_SCFEY5 (mE SCNEDULE ON N/ 114 -m (SEE SCNEOIRE On 5XEEt U) i N .'I` SHEET 1.3) NUTS a 13' O.C. �ce14 u1a I/4'v-xmu SS r 'Ism -' 1/j. USING If4'-20 NJ15 1 I 19 CO D In. (' � 0 4' O.C. /2- E. D.• .z3o' Mo. ( :.____. IE 0.• i , t i T50' ua. 1 L � •' ' II "" O °R © S50' "l ' `OPTIONLL I OPiIWUIp r r�reP<d Ea�dar. a<ro E105)NIG "ao'm¢m�� 1 OR . I I� uw. W&UkDON To cuss 7 OV55—i fON TO GV55 I 1 2T OIg55 -1 (SEE SCFEDUIE•ON SX11) E SCvEouLtHEOUIL ; —(ME ON SXELT NO •� E L �C HV WALLI HEADER INcre p LL TION QB HV WALL HEADER INttpLLATION + KEYSTONE11 [T6RN0 na (s¢ I OR 191* uw. SEPUUnox TO GL'SS 1 1 I uw. 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ANCHORS SPACINGm^•� !gy - 1/4b TMCON OR TAPCON WITH ADVMCED MRVDLDRN TECWOIDLY µCNORS, As NµUFACMn, RED BY ET.W. BUILDEN. (Mfc . J et) - 1/4'0 A 3/4' N POI.Y18 BOW -SEE ANCNNRS, AS "REGUEOtED BY Ny PONES SCREW, SAPC0.V OR TAPCON 'NTH AOYMCEO " BOLT & SPVCv Yf COv,, ry. (Mn. re . ] w) - t/4.0 ME TA E COREM ANCHORS W/ CAP AS WNUPACNRED BY FEIIROUL FASIFNDS OFEct, INC. (If h . 2 Rs1) - 1/4'0 TAPPER+ LNCRERE M NNl11FACTURLU BT pO fASRN[RS. WO, '/ND nSMIBM BY MREAO0 TECNNOLCCY ALL GM SGREW, BAIT & SPEGUUTW COMPAW OR. ANY OTHER APPRm LICENSED OR AUMORGEO VENDOR REMIERED WON THE µIGMUS SINKER SYSTEUS ASSOCUM11. WG ITCH. fc . J b) A SET POSITS SOUD- + BWE TM W/ CM TAPPER+ NOTES A0 MNNW NSEDNFM INTO PoUREO CONCRETE of TAPCON W TAPCON WITH IAVµCED 1NRFADFgV4 ILC,WMOGr AVCNOIS AND TAPPER. MENORE S 1 3/4. AND FOR BLUE TAP W/ CAP MCNORG S 1 1/2' L • ,-„'nrrs FOR A2) WNWUY EYBEDMNE of 1/4.0 0 3/4- NL FONTS SOLID -SLY MCNORS SHALLBE T/B• nvTO ME POURED CONCRETE HO EYBeZYFM INTO STUCCO SHNI. BE PERMITTED.1/4.0-20 S3. YACIANE SCREW IhID SMALL BE 1 1/2- LONG LNM Ox SnQf TP ,,UM ,I SMMO EMT. AND 1' MNWUY FOR WALLS MM NO STUCCO. 11 AJ) M CASE THAT PRECAST STOW. PRECAST CONCRETE PANELS. PAVERS CRIMor vEM1SFR BE FOUND ON ME DosrWo WALL OR Roan, ANCHORS SHALL BE LONG MURN TO REACN ME NNN STRUCTURE MINE, SARI WALL ,, Naa µGN GU,M SHNA BE M WGIGDEU ON NOTES AI) & A2) ABOVE FOR MSTNLITWNS ON VIM SLO UG OR LIPS' WITH OR YRMDJT WLMA SIUM CONSULT MS ENGWCER EDIT OAMEUTION WE LIES W1IH METAL STUDS SEE slE 20. (a) TO DOGGING CONCRETE &OCK: EQGNI C-90) - 1/ab TAPCON OR TAPCON IBM A MWCED MRF Q;N, TECHNOLOGY µCHoRs. AS 14NiVfACItIRED BY I.T.W. BURDEN. - 1/4'0 x ]/{' NL FEINTS SONG -SET MCHWS, M p6TgBO1ED BY ALL POINTS SCREW, SKY At SPEGKW GONPAW. - 1/4.0 ME TAP CONCRETE MCNOM W/ CM AS YNNFACNIBo BY nORR FASTENERS BUGGY, WC - 1/4'O TAPFTR+ ANCHORS AS YHMACTINEO 6Y POWERS FASTENERS. Wt. AND DORIS BUIFO BY ALL POKES SCREW, BOLT a SPECDltt COYPAW OR ANY OTHER APPROVED LICENSED OR AIRHCRBED MOOR RECTS2RED WITH ME O . AI_ •• 0 • _ J L E • 4 AYERG21 sNurTER EYETvas AssxunaY, ENO NOTES: B.1) UT"NUY LUBEDYENI INTO CONCRETE BLOCK of TWCON, ME TM W/ GP MCHIDIS AND TAPPER+ µCM)RS IS 1 1/{' µD IAOCON MM AOVMCED THRVDFCRY TECHNOLOGY ANCHORS IS B2J Y:NNUY ENBEONExf OF 1/4'0 . ]/{' ALL POINTS $OW -SET MCNORB 6W4L BE CMWELY ENBEmEO INTO ME CONCRETE &OCK. NO EN AUNT INTO STUCCO SHALL BE PERYRTEO. 1/4' 0-W SS. USED SIBMI. BE 1 1/2- IDNc WIWU2 EMKO STUCCO EMT, µ0 1' YOIINUY FOR WILLS WITH NO STUCCO. 1 8.3) W CASE MAT PRECAST STONE, PRECAST CONCRETE pMELS. PAVE$ OR VENEER BE FOUND ON THE QISTNC WALL OR fIDIX, 0.VGNW6 SHALL 2) LONG ENOUGH IN UI RFACN I0 NAM STRUCTURE GOURD SAID WALL FINISHES. ANCHORAGE SNNL M M WOGiFO pry NOTES B,IJ & B.2) A90VE LIPS MOM JAM. ON VIxYL SODUfr OR LIFE WON OR WITHOUT NETAL.a m CONSULT THIS ENGINEER' FOR INSIAllAnW1 INTO fo5 WT1H NEily ETHOS SEE SHEET 20. II (C) MCNORS ENNL BE rtSMLED FOUDWINC ALL M ME RECOYNFNGIIOM1S NN EFECIEIGn ,, OF ME MINIONS WNUFACNRFA to) BEE SCNFOUIE HELM FOR EDGE 0151AVCE IF.I vrwre SP.rnuP P .nw11— —....wa EDGE 01 "M E YERSUS SPACING SCHEDULE TOR 4040t .�...- I ^•^^,R 0,00N ANCNOR SPACINGS ME YNJO FOR CODE DSTMYES YFOTAIED M". EDITED. lES3 MAV 11R INNGTEp. REp1A[ NICNOR $P..@R BY MRnttYR:O SPALWG SHON1 WI SCNEDYLE BY ME FOLL?Afi FURORS I RED CID SPACING OOINNED USING FACTOR WIL NOT BE LESS Moe Y, , SP]C410 WDCGGG rOR EACH ^0HOR TWE. FACTOR EOM EOM TAPCON TAPWI WITH MOWCED THRFADFORM ALL POINT SOLID. SET BLUE TAP W/ CAP TAPPER i OtCfANCE TECHNOLOGY NIx. vAcwc CO. YVi. SPACING . ]' NN. SPACING . ]_ MEN. SPACWo . J 1/2' YW. Poulin COrIGeLTE & ` �lA IpgD 01cm D}giiE BKX POURED COIa Mg. mx[AETE & lIIAE1E N>� NLN .Y Y•J 1/Y EO Yx CO.•2 th' CONCRETE. BLOC: MN M.s1 CO!IOREIE SLOG( uN ED.r 28OM J' 1.0 GAO 1.0 lA 2 1 - 0.8E to 1 J 4' / ASS{". p., ..... 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