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HomeMy WebLinkAboutSET UP-INSTALLATIONS1. BERTHA M.V. ACCEMON SHUTTER SYSET SHOWN ON We PRODUCT ON" MATION DOCUMENT (RED.) HAS BEEN MOURN FOR COMPLIANCE 94 ACCRDMCE WTM ME MIT (6M EMKIM) OF ME MORDA BUI[DWG CODE MIS AOCCROM SHUTTER SYSTEM SHALL NOT BE MALLED AT HIGH YELOCDY HURRICANE ZONES. 8MCN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1"0 OF ME ABdr YEMIONED CODE FOR A BASIC WIND SPEED REWIRE, SIT Me JURISDICTION "ME SNUFFER ANAL BE INSTALLED YAM A DIRECRONALTIY FACTOR M-0.85, USING ASCE 7-10 AND SHALL NOT EXCEED ME MAXIMUM (AS.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 MRU 15, 19 & 20, N ORDER TO VEIRFY ME ABOVE CONDITION, ULTIMATE DESIGN WNO LOADS DMRMNED PER ASCE 7-10 SHALL. BE FIRST REDUCED TO &S.D. DESIGN MHO UNDS BY MULTIPLYING MEN BY 0.6 IN OMERIO COMPARE THESE W/ MM. (ASD) DESIGN PRESSURE RATINGS INDICATED ON SLEETS IT MR, I,, 19 & 2O IN ORDER TO VEMN THAT COYPONENM AND ANCHORS ON MIS PALED., AS TESTED. WERE NOT CY MESSED. A W S INCREASE IN ALLOWABLE SMM FOR MINI, LAMS WAS USED ANALYSIS. HOWEVER. A WINO WRATION FACTOR CO-1-0 WAS USED FOR MENINCARON OF FASTENERS W NOW , BR W THEW BERTHA KV. ACCORDION SWEETEN SYSTEM•$ ADEQUACY FOR WIND AND LARGE MCESNE NPACT LOAD HAS BEEN YLR61E0 IN ACCORDWCE WIM SECTION 1609.1.2 OF ME ABOIre YENTIONfD CODE AS PER AM REPORTS -HV BLADE Q' 10214.01-03, 10715.01-03, 11OHMI-05. /1214.01-65, 1030.02-06. 10609.01-10 AND 10210.03-11 AS PER TM-201, TAS-202 AND TAS-203 PROMCOS AND ASTM E-I666 AND E-1996 STANDARDS (M6511E LEYTL D. WIND ZONES 1. 2 & 3) & 11220.01-10 AS PER TAS MI. 20 & 21 PROTOCOLS LARGE MISSILE -NV WINDOW RUDE ® 10505.01-08 AS PER ASTH E-IMS AND E-1996 (MISSILE IEYEL D. WIND ZONES 1, 2, 3) BASIC PROTECTION ONLY AND It R25.01-BB AS PER AS 202 PROTOCOL 2. W BLACE0 AND HW WINDOW BLADE ® ARE ENGINEERED TO %MDRK IN UATBON IYIM EACH OTHER UNDER ME QUIETµ DMTAIIR6 AND CONDITIONS OF USE WoT,,N ON SHEET I9 3A BERTHA H.V, ACCORDION PINS (W SCREW$). USED AT BLADES RNUCRLE MD FOR DIRECT MOUNT CONNECTION TO HACKS SHµ1 BE 1102A75' MO 114A1.15' RESPECTIVELY. 410-MSEARLESS STEEL WteYUY $DOES COMING MPUGATOCU.�REpSIEREO WNH AMERICAN SHUTTETRENGTHR SYSYSTEMSIN EoI F55TENSILE M OH PINS MUST EAR ME W MAMAUI OSTROHM PINS SHALL. BE COATED N THEIIR HEAD.OMROSIUELO CQULVG 9YSTELI AS MANUFACTURED BY A➢PROrED 4. ALL µVYWU4 EXMUSIOHS SHALL BE ALIIWNUM ASS WN ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3 MINIMUM YIELD STRENGTH FOR 101-1 ALI IS 301 AM MD 35.7 W FOR Boas -Ts ALrn. 5. ALL SCREWS TO BE STNNIESS STEEL 304 OR 316 ASI SERIES ON CORROSION RESISTANT MATEO CARBON STEEL M PER DIN SORB WITH 60 XH WN. YIELD STRENGTH AND 90 NPI MIN. TENSILE SM,,,WL MD SHALL COMPLY W/ RORDA WILDING COCE SECTION 2411.334. & MTS TO BE ASM A -SR GALVMIZED STEEL OR AS 304 OR 316 SERIES STAINLESS STEM WM M NM MINIMUM WILD $TRENCH. 7. SEE WE FOLLCWNC SHEETS FOR ANCHOR SPECIFICATIONS: HV GLAZE (D 112.13,14,15 AND 20 W BLADE O & O WDA'NPNG IN UNISOIL 12. 13 & 15 & MIS BERHA H.Y. ACCORMON SHUTTER SYSTEM BEARS A US PATENT /8'779M2. COMPONENTS OF THIS APPRrnµ ME COY°RED, IN WHOLE OR IN PART BY U.S. PATENT /5'458,179 ISSUED TD EATERN MEW, SUPPLY, INC. 9. R SHALL BE THE RESPONSIBI n OF ME CONTPACTOR TO MERiY ME $,LIMINESS OF THE STRUCTURE WHERE SHUTTER 6 To a ATTAONED TO INSURE PROPER MCHORME CONTRACTOR TO cEA/G41LK ALL SHUTTER COUMNEM EDGES WINCH RCUQ L MRU FASTENING N CONBNUHIS WI WON ME BLUE,= TO PREVLHT WINO/RAN IMRUSDN To' EACH UNIT MUST BEAR PERMANENT LABEL IN A MINE PLACE WIN WMNIND NOTE: WRING PEFIOOS OF HURRICANE WMWNCB HOME OWNER, TAUNT. OR OTHERS, NUS PROPERLY CLOSE ALL W AND HE CENIFAWiT3 AND ENGAGE OR LORE ALL W AND NO LOCKS. 11. SHUTTER MANUFACTURER'S LA2EL SHALL BE LOCATED ON A READILY NSSLE LOCUXW AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9,3 OF FLORIDA BUILDING COOL ONE LABEL SNW. BE PLACED FOR EVERY OPENING. IABEUNG TO COMPLY WM SECTION 1709.92 OF ME FLORIDA BUILDING CEDE 12. BERTHA H.V. ACCORDION SHUTTER S'STEM'S INSTALLATION SHALL COMPLY WITH SPECS INOICATED IN THIS ORNWNC PLUS MY BUILDING RID ZONING REGULATIONS PNONOED BY ME a4ow :DON IMEDE PERMIT IS APPLIED TO. 13, (0) HIS P.E.D. PREPARED BY WS ENGINEER 6 GENERIC AND ODES HOT PROVIDE INFORMATION FOR A SITE SPEOnC PRQIECTI L9. WHERE ME SITE CONDITIONS DNGAE FROM ME P.E.O. (A) CONNUDTOR TO BE RESPONSIBLE FOR ME SELECTOR, PURCHASE MD INSTALLATION INCLUDING WE 9AFE1Y OF MIS PRODUCT. BASED ON Me PF.O.. PROASDED HE/SHE DOER NOT MMIE FROM THE CONDMONS OEFMFO ON RUB DOCUMENT. CONSTRUCTION SAFETY AT SIRE 6 ME CONTRACTOR'S RESPONSIBILITY. (C) MIS PTO. IILLL BE CONSIDERED MAUD 6 µTEA G W MY YEWS. (4) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED DKINEER OR ARCKER WHICH WILL BECOME ME MO'NFER OF RECORD (LO.R.) FOR THE PROJECT AM WINO WILL BE RESPONSIBLE FOR ME PROPER USE Or ME PTO, ENGINESL aF RECORD, ACTING AS A CELEGATEO ENOINESN TO ME PLO. ENGINEER SAL SUBUR TO MIS LATTER ME SIZE SPECIFIC DRAWINGS FOR RENEW, (0) OR F"N- PED. SHALL BEM ME DATE MO ORttiNLL SEµ AND SIGNATURE OF ME ENGINEER Of RECORD THAT PREPARED IT. f GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SKEET 3 T191CAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW RUDE & WINDOW DI AREA 2• HV BLADF (0 AND HV ,:'NDOW B GnF (PAY MMILABIEUCAULE1 TYPRC SHUTTER ELEVATION & NOTES ON LOCKS SKEET 5 INSTALLATION DETALS A-F. CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETEAROCK SHEET T CENEERMATE DETAILS W SHEET 8 CENTERNATE µTEFMATWG DETAILS W SHEET 9 ENO CONNECTION DEEMS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 MMOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHECULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 WSTAWTION DETAILS M-R, WC00 SLEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNEMON OEEALS 7-12 & X. WOOD AREA_3, HV WINDOW MADE hAl SMELT IS ONI Y TYPICAL SHUTTER ELEVATION AREA 4, HV WINDOW AlADF (i ONLY SHEET 19 INSTALLATION DETAILS, MI SMO WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA SCANNED UU 1 St. Lucie County ....... V✓i �aeNSF'.,:9 = (}u'[ F/ W '., �AIc U \ •:iQ , AY 0017 rtrECIL wC. IL E C O ENT;. A.S.S.A. American ShYHar SYSIEm9 A930CIOIIOn, InC. 4268 Westrooes Drive Ylest Palm Beach, FL 33407 '0201) EASTERN METAL SUPPLY. INC. BERT A VFM Accordion Shutter System FLV. HnnE a1 W/ a W/0 KV. WNDOW HARE TROT TESTING & ENGINEERING COMPANY pU x.W. 3sA. st Da a0A Mlwlw FASD9u9. FUoMM m Ph:: p9s)en •15To , Fm : (3m)a]I-I"I �12p�g°Ig'` UMATAYT:,,P.E rL0R0Ama 1 .410 sV, x osxwlm0x PnE DwrW RL LG 1 OLD 15-085 . Ays VV••OO•,•v::• `V_,A`A • a^ -SSIONAEE P.E. SDttiSIENAYURF/DATF : a DRAWING No 17-107 -- 5 US PATENT R OF USE OF 0HV ADJ FLOOR TRA K QUALIFIED FOR USE R'/ HV SHEET 19 91 )" o—ira6J' � 06J' r D• •�o BTO I.6fiS 11• HV 1 IN HAD a 0 RED FOR USE Yf/ /IV BLApE(1l ONLY, SEE SECTIONS FOR VAUDI 6063-T6 ALLOY AND TEMPER NW XNN TMWI 1• P62- SIDE ANGLES 1FIED FOR USE W/ HV a) g nA . m 3�HV UNIV R A F OAT a QUALIFIED FOR USE W/ HV BLAOE(�) 6005-TS ALLOT AND TEMPER (13 HV HEADER/SIL ('� QUALIFIED FORTUSE l/AND iBE PCR�ONLY ALUMINUM ANGLES OUAUFIED FOR USE W/ HV BLADEC ONLY. 6063-T6 ALLOY AND TEMPER OQUAURED FOR UIE W HV BLADE I 6063-t6 ALLOY A TEMPER_ ()HV WALK —OVER TRACK QUALIFIED FOR USE W/ NV 6063-T6 ALLA EAR��jjO TE.2W 13 HD CEIUNG HEADER/SILL QUALIFIED FOR USE W/ HV BLADE IT SEE SECTIONS FOR VALIDITY. 6063-76 ALLOY AND TEMPER CWPONEWi I A D TI TR 19 2 5- YAK I/6' 1 1J6' Ifi 2" 5' N0.10.193- 10.193' I @9 ( :.5' )' ua(. 0.190' i 0.190' Mo.!0.139- 0.13Y ( HV 9D•/180' STARTER QUALIFIED &R USE W/ HV BLADE 6063-T6 ALLOY AND TEMPER 99A' AI .B20 ,920 —I— CiHV TR N -H TRA K QUALIFIED FOR uSE Y!/ HV BLADED ONLY. 6063-76 ALLOY AND TEMPER X Y t >a 2• 12• .0.135" IO.L90' �' CORNER POSTS UPLFIED FOR USE Y!/ NV BLADED 6063-T6 ALLOY AND TEMPER Q) HV RAINGUARD OUAUnED FOR Uff W/ HV 6063-Tfi LLOOYEAA0 TEMPER j11, \L,..- V ............. CE' /✓ v sF,,• 9 � ' �� �Y� ?• * TATF OF _ f ORIDN (5` 4, 31 �'tss/0..d...1..[(.iiV`�tlli' a C''RI N'AhI3lnsnASr /n..r 02012 TLTECO. WC �L A■aS.aS.A. American Shutter Sy91em8 Association, Inc. 4268 Westroods Drive West Palm Beach, FL 21-0, ®ZDq EASTERN METAL STIPR.Y. MC. BERT A VTM Accordion Shutter System HV. MADE Al W/ OR W/O KV. WNODW BLADE TIWT TESTING A ENGINEERING COMPANY wa x,., x. A4 sa. 2Aa .., 9NMI5, DOD. 9nc ft. : (30*11-153a . r..: (sw7s21-tat -m.L ateccaea.m.. W.LLSN A iTULPF 9,. P.E. M1aRal. Iic , H,62 LY. x 0Mnox art M.ah tC I 1 OLD Is-oes T/2)11 are o)/v/n 2 3 DRAYZIN0 No N 07 _..-- . • HVHV CENTERMATE FOR USE HV BLADE I 6063-T6 ALLOY AND iCNPCR i Pun MONT R AnOR 12,§ HV AIALE "T" LOCK CENT b1 LOCKER FOR "T" LOCK ENTERMATC QUALIFIED FOR USE W� NV BtAp ONLY V� OUAUFIED FOR USE W/ HV SADEC1)ONLY 6063-76 ALLOY ANO TEMPER 6063-T6 ALLOY AND TEMPER 3T HD CEO J QUALIFIED FOR USE W/ NV BLADE i & QA 6063-16 ALLOY AND TEMPER 0 LOCKING RODA QUALIFIED FOR USE W/ HV BLADECt 6063-T6 ALLOY AND TEMPER 6063-T6 P.E. 6063-T6 ALLOY AND TEYPERJ- 1161 i 1 1 A HD QUALIFIED CENTERMATE'$ DEI QUALIFIED FOR USE WIN FN BLADE & 6063-T6 ALLOY 0 iEYPER J L1/A•p 37� liV t/4" m-20 AISI 304 �5ERIES S S THUMRCCRFWS QUALIFIED FOR USE YI/ NV BLADE 1C .2017 mum, C. 3 IL ECOINC. * ; TILUT TESTING & ENGINEERING COMPANY WSS N.1Y. Jph SLR SILL 2G1. 11iGTi\ G190.G5. N M C _5C Pnae.: Cu5)871-16]0. F..: Casun-iv1 iAOEF A Thy) L. P.E. ft R Yc E N16) W/HV BLADE Cl. ONLY. j5�: 195- m i ' [ 6 s•I i QO �E C3 ii P m S4 iuW "i44 _@ �. GRASS ST➢L'{A (oapN[ Puna) HV EGRESS LOCK QUALIFIED FOR USE W/ NV BLADE Q & o ONLY. J6D' ALTER RNE l BEFORE R(VEG 1/4"9-20 RIVNUTe (] _u AUDY) GAGE "AN: MIN "0. AS NNWAGNFEO BY AYNL WY. NM AMr, .10' aA Eo.N1 RHATIVE LOCK FOR USE W/ MV BLADE ONLY. tVYUTDIA aR NEY MWER G8T5' Ws. 1 .I25' up.. *%7 SE REGT ARE MOOT E LOCKS ENN SERIES 2]J3 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE.& A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroatls Drive West Palm Beach, FL 33407 SUPPLY, Accordion Shutter HV. BLADE #1 W/ OR W/0 NV. WK AWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV Q HV 10 HV BLADE 1 ® HV BLADE to ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING 4� HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16' THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RA EIS 4® HV 1 3/4" ACCORDION PIN W/ 88 HEAD s ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD 't 04 POLYCAR80NATE IMPACT RESISTANT HV WINDOW �¢S (1) HV PIN E) SHALL ALWAYS BE USED AT ALL EXTERIOR ®YIN, BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV ® BLADE. TTYyPICAL SHUTTER ASSEMBLY Ti:s. (2) HV PM a MAY BE USED IN LIEU OF E) AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 40.32D' BLADE WHEN CORRESPONDING TO INSTALLATION "0", SHEET 7. 0' p (3) HV PIN ® OR (D W/ 1/2" O.D. 1/16" THICK S.S. WASHER. 0 ,HALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, HEET OWI7 ]ILMM. eK. ILC TILLY TESTING 8 ENGINEERING COMPANY 4]33 xw, am, a a., m. vs[aDr. earry es, nevw 33 Pr—: U0518N-Isso Ioa: fvel'n_1f11 EXTERIOR M2s• 1 P 01 YCARBONATE IMPACT RESISTAM1T HV W" ❑O II AYER MAKROLON 3103 POLYCARBONATE ESINS, UV -STABILIZED GRADE OR SABIC INOVAT VE PLASTIC LEXAN 103 RESIN iEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 4 m+w. rDmmms �i6" ama] "rt°»ra .AAA mm s � cewfi MffiYV1: ♦aM1I D]» ne.3 6M' ae.a �' ,zu.u.P ama,mx xm, wx vwe .,. exo Dx] 114tM1 SAPL'Ix At •tW 4T1 R]W ,].]m wu IS.WJ RLL ]IOI$LL YWyyS 0@ILC x4lY oiDD ]]nm] w.+ YS,VA D+A. w:om as un m>• ,e n-ro/s 1] rt-nta Surx[ oaan. nslu me.a .:.a a e. a It I.e u< w euux] asu Dau o-: a>n cwm [n] �x DSh 61]u IDm T m w6'r araa>a asv e,m ]L° [ D eeTM D]r� e]•TM]�Y: ]m am no] a... ]em mmslasrass sane[ 6t.ncme DSIu D]e e.el P.c A., eaeo r+. A.S.S.A. American Shunter Systems Association, Inc. 4268 Westroads Drive West Palm Seach, FL 33407 CODE(Hon High Velocity Hurricane 02012 EASSERN Ua& SUPPLY, Ina. B N ne Accordion Shutter Syst H.Y. BADE ®1 W/ OR W/O HV. WN)OW BLAD v. x, o[sCFIm6x o1rt cPAxN ex: Lr 1 OLO 15-a85 i/T1/1 nttt: 0)/2), a' DRAWING No 17-10 d t7 I I I �1>����n� T III I_ I_ I�Li�Y��I��tL1I�iIl��Ll�i!•i� —I 0` �' © ©� Q' Q• ©. Q. 0' �. 0' 0' Qr d. ©' 0' @•0«Of G•�B,aOB•,La,��.�„,C�•5� TYPICAL t1) HV BLADE SHUTTER ELEVATION N.T.S. HE HV LOCK ar SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR µY SPµ OF SHUTTER SPAV FOR SPµS UP TO 10S', µ0 FOR lNST DONS T ANY MAY BE USED AS µ INSDE OR OUTSIDE LOCK, ATTACHED TO� OR x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICA -- E. •1 Lill ..�.�� curnvl0•IF DESI R FOR SECURITY PURPOSES, UP TO LINO NV LOCI SHALL BE R 0 Y BE USED AS µ INSIDE OR OVTSIOE LOCK. CONNECTION OF LOCKS TO CENTERNATES OR / r LOCH ON BE AS INOMAi ON TYPICAL. SHUTTER ELEVATION. !2 rc NSEn W/IWO NV LOrxtl• LOCKING RODS µE NOT REQUIRED AT URRICANE POSITION, eW MAY BE USED IF 0 SIREO TO ENHANCE SHUTTER PERFO 1AANI LOCKING RODS � OR ALTERNATIVE DEVICE / MAY ALSO BE USED AT STACKING POSMON (NON HURRICANE POSITION), 4. ONE HV LOCK r ! SHALL BE USED AT CORNER R µY Spµ h µD INSTALUTlONS Ai OUTSIDE OR INSIDE LOCK, 4 ATTACHED ip CORNEA CEaMNAm W/(2) 1//4 0-20 x t/2- LONG FUi I S.S. M.S. TWO LOCKING RODS �1$ AT TOP & BO OM SHALL BE USED. LOCATION dF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. _ MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. S• yyyy9 • ONE ALTERNATE HV LOCK p� MAY BE USffQR IN UEU OF NV LOCK or FOR ANY SPµ µ0 ai IN DONS AT ANY ELEVATION. ALTERNATE LOCK OQ LUY BE USED AS µ NSIDE OR OUTSIDE LOCK. ATTACHMENT tt OF 1/4'o-20.3/4' S.S. THUMBSCREW TO 6 OR DE,2 CENTERMATES SHALL BE MADE W/ 1/4'o-20x3/4' KUll am RNNUT AS SHOWN ON SECTION HVE, SHEET S. ON LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TY0 C LOCKS AT 1/3 OF SHUTTER SPAN, 6. YANINJOKI CONIKTUTM /3 FOR KFKIONF ^•• 1' ONE HV LOCK SHALI. BE USED AT I/2 OF SHUTTER SPAN FOR µY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER $Pµ FOR SPANS up TO 96'. µp FOR INSTOILATIONS AT µY ELEVATION. HV LOCK Q} or 9 or 0 NOT BE USED AS AN INSIDE OR OUTSDE LOCK, ATTACHED TO 6 or 0 SYMMEINCAL CENTERM4TES W/ (2) 1/4'-20 x 1/2- LONG RAT HEAD S.S. �ISBA MM.RS. LOCATION OF LOCK SHALL BE AS. INDICATED ON TYPICAL SHUTTER EISv TiON. USE OF LOCKING RODS �y W/ 4� TOP AND BOTTOM is COMPLETELY MANDATORY. OF CORNER tNOTES ON HV "T" LO KS AND CENT RMAT S• CENTERMATE I V ALTERNATE HJ T LOCK MAY BE INST IN UEU OF HV LOCKS IN FOR µY 'PAR µD i}YSTALUDO AT ANy ELEVADOH. AL HATE LOCK Q�K,LME•L0Y BE USED AS µ INSIDE OR OU SIDE LOCK. ATTACHMENT OF LOCK INCLUDES USING gEWFORCINC LOCKER 57 , AS SHCWH ON SECTION HVC, SHEET S. WHICH MUST BE CONNECTED, TO CENTERMATES AND g W/ 1/4.0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/e'P x 3/32' WINCNUT OR W 1/4'0-ZOx1' S.S.M.S. INTO A 1/4'09 5/6' RINI LOCK MAY BE INSTALLED AT MIOSPµ OR 12' MAXWUM MO µO BELOW MIDSPµ, USE OF IWO LOCKING RODS a? TOP AND BOTOM IS MµnpiDRY. *NOTESN HD LOCKS & C,�FN,TnFRMATES' I. H2 LOCK 1 Tj p X2 J(-i ONE PLTERNAIE HD LOCK ® MAYBE USED IN LOU OF HY '0.'V OR � FOR µY SPAN AND, INSTALUDONS AT ANY ELLVARON. ALTERNATE HD LOCK ME US BE USED p5 AN INSIDE OR W1510 LOCK. ATTACHMENT OF HD LOCK�,YF�y, TO @ IS W/ 3 His x 3/8' PH. S.S.N.S. AND INCLUDES RDNFORCENEIa INSERT 1 AS SHOWN ON SECTIONS INS- AND µD HDC-HVC, SHEET 10. LOCK NAY Be INSTA4E0 AT MIOSPAN OR 12' MAXIMUM BELOW OR ABOVE IMDSPM. USE OF LGCMNG RODS gIS COMPLETELY OPIIGNAL. ,: '1-4... • ....1✓ - �yceNs ' V ' yi• /�l�1 *t 01\\ NI nWG, TILLIT TESTING & ENGINEERING COMPANY NYJ NP, .t61F. .1.SL 309. N4'tt.Y UA6CM15. MAG ]]IL P., 1 000}m1-Ism. ro.: (305}sn-16D1 m W U s^� Am W I@ A 4W . P.E NOA%1' Lt / A4I61 A S S A ■ ■ ■ ■ American Shutter Systems Association, Inc. 4268 SYestro0d5 Drive West Polm Beach, iL 33607 02017 EASTERN MET& SUPPLY. WC BE TH HVTTA Accordion Shutter System H.Y. MADE 01 W/ OR W/O FLV. WHOM RAM . N p[SCppPpN 01a DR.aNN sn LG. 1 Ql4 I.-."T 2)/il wiG G7/27 17 '• .. (7\Hatt\ NNAL EN Tali P F cctl-1MTR((L�IYPC /nnic : 5 ORAW�/INC No t I 0� _..__ a POURED !—CONCRETE M1cNan CONCRETE I) SHEETS 13 OtnE 0.0 AEOWRED �.x CONCRETE ANCHO I©18 'E�ty cut u}1hTFlG e.N SPM %) (SEE CONCRETE OHN SHEET 1}) \`` 12 ax 4:I/R•e-xa.}Js'E.S. EEO UC.NE SCREWS 1 o Ix• D.C. .zsD- ua.. r 13 010 1 I 1 I r I _ 3W MR.. E , 1 - DPIIDNAI, UN 9WJIM : 2 G4 401 q � 11 `ranrtruaoE wie I I)OR LASSe7¢mA G) 1 VSS� RUN. SEPARATION TO S %ISONO '^(SEE SCHEWIS ON SHEET II)` 0IA55—� HY—MLL HEADER IN HV WALL HEADER INCTA ATION + K MON —PzSFR.PAnO1 �+ — NMts(Sg 1 -00R (RO T uw. sfauun°n U-L SEPARATION TO GLASS E%151WG�—(SEE SCHEDULE ON SHEET II) sDEnc w saT .�' 11 rw OAY mA•a _ To cuss �t (SEE SCHEOIILE ON SHEET it) GLASS am s1a DA06m4 EVSaNG - ' GPnONAL E.O.7, 4•,0! b `/ I 1 fDAHGNAL I ,-1(!•Mo. i9 L Eor1.Eo �U✓ 1 -__ ---/—'�,- \ V' —CONCRETE ANGXGRs _ ` IJ.•0-2Da]/4• S.E. 1 1©cs 18 E EO AD � IVE sm FUSSING I. 1 IA•-20 NUTS O Ix• P.C. � ' �.I CONCRETE ANCHOR$ I f �_iR'SS HEAD NACHINE EGRETS (SEE SCHEDULE ON POURED CONCRETE J (SEE SCHEDULE ON SHEET t}S Mlrv. POURED CONC W/ 1JH•-20 Nuis O 12. O.C. SHEET 13) CONORIOT OLOCK W REQUIRED _ W mu s SETELO OR CONCRETE BLOCN REOUVRED , �I HV WALL SILL INSTALLATION <(SEE ON RED CONCRETE) SHEET 14) QF HV WALL SILL INSTALLATION OR CONCRETE ELOCK WAu RESUMED (9) HV WALL SILL INSTALLATION NOTE Tax canmxgOpN op�=r rnva; I- as SHEET { FOR FIPCAL SHUTTER • E. - EDGE INSTALLATION DETAILS W/ ASSEUSLv IN WAY TO S�TI ANY INS2GALLATIIONINEO E MNSDEVPON (SEE SPECDIGTIDNE CN SHEET ,i} • SEE WnA�TTATCNS OF USE MR SEE LA' CN SRET IS �J`' �I J H Y BLADE N A++ ' FLORIDA BUILDING CODE(Hon High Velocity Hurriccne Zone ENS •' = F 02017 TLTECO. INC, ®2017 EASTERN METAL SUPPLY, INS. '� = A ER A MVTM IL A■.S■.S■I1■ Accordion Shutter System NV. HAM #1 W/ OR W/O KV. WINDOW 9-ADE • ' QQ ,Yi TIWT TESTING A ENGINEERING COMPANY An18rICon Shutter SY918R19 Association, fu,.Nj SUOUNDeR I DArt rsAKN IN: Ec. • rC`'•••..1 �R(9R.%' w .1, - FRA NW. Au s. w. 205. 1u wads, rLeR 0'NR Inc. I OLD 18-0E5 7127/1 M. 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I. ANCHORS TO SUBSTRATE SN.LLL BE AS FOLLOWS: (A) TO EISTING POURED cGGcT E: (YEN 11c . ] mj /GlCNOps SPAdNf. IFBPfrn - 1/4-0 IAPCON OR TKCON KTTN AWANCEO TNpEADFCNM 1 B`GEY MCNORS, M YWUFACTIOM BY LLW, BUROEK. (I , Fc . J - 1/4•0 a J/♦• HJ. POINS SCLE-SET ANCHORS, M OWMB,M Bt PWNIS SGN1, TOCON OR .ILL BOLT k SPEcar, in. COVpµY, (Yfc . J GG - 1/♦•P BWE TO GOncMC MGNORS W/ cK AS MAVUFACTURW BY FLORIDA FASSENERR Wear MC. (we. rc . 2 ksi) TKCON WTN ADVMCED 1HRFAOAN TECHNOLOGY - 1/4'0 TOPER- ANCHORS AS NANUFACTUREU BY POWERS FASIEHEM WE., MD OSTPoBUaA BY ALL Malls SCREW, BOLT h SPECULtt COMPANY OR ANY OTHER KPp EO =NSEO OR AUIHOROM VINOOR REOISTEREB 8114 THE µEWCAN SNUTTER SYSTENS µStIcate011, WC, ALL POINTS SBUD-SET BLUE rO W/ cK NOTES TOPER. AI) NINWUV ENTIMM NT INTO MUM CONCRETE OF TN ON CR TAPCON WTM AWMCM THRFADFORV TECHNOLOGY MYHBR$ AND iOPFRO FNaiORS a 1 J/♦. MO FOR BLUE TM W/ CO MCHDNS e 1 1/2-, A2) MINIMUM EDBEDMENT OF 1/40 K ]/♦• N.I. PCNTB SOLID-M MCNORS SHALL Be 2/8INTO 111E POURED E NCRETE NO f GAVIwEtB 0 NS uauBnS a vY Y(A pAr•G'ylp `rRT IP INTO STUCCO SHALL BE PERIBITO). I/♦-0-20 1 WCNNE SCREVI USED SHALL BE 1 In• LONG YWIWM SNWLD SRKCO EOBT, ,WD 1 WMYNY FOR NAILS WRM NO STUCCO. AO) INCASE THAT PRECAST VOW- PREWT CONCRETE PMELS, PAVERS OR MY VENEER M Ram, ON TITS nOSTWG WALL OR FL002, AIYSHORS SHALL BE LONG CNO I TO REAM THE YNN STRUCTURE BEHIND SAID WALL FNSNES. MCNOPAGE SHALL BE AS INDMIX, ON KOM AI) h A2) ABOVE. FOR DNSTAWTIONS ON NNYL SIDNC OR EUS WON W YWINOUT YETµ MDS CONSULT T10S M,WEER FOR wtsweL TON CM DFB TWIN METAL MOS SEE SHEET 20. (a) TO CASTING CONCRETE BLOCK: (ASIU C-00) - 1/4-0 TAOCON OR TK WITH ADVANCED TMRfADFORY MsiNMOCT MCNORS, AS YMM,ADNREO W LT.W. BWMU. - 1/,I-0It3/4' ALL PA1D-SET PANTS SaMCKORS, M OISTRiBUTEO W ALL PO0.T8 SCREW. BOLT k WEMW GBa W. - 1/4'0 BLUE TO CONCRETE ANCHORS W/ CO AS LWNPAOTUREO W 1141 FASTENERS DRECT, Wa - 1/4b TOPERO µCNORs M WNUFACIURED W PoWFAB FASTFNDts, INC., MD 061RiBVM W ALL POINTS SCREW, PEC BOLT 4 SMLIY COYPµv OR MIT OTHER APPROVED LICCNsip OR ANNCRaM VENDOR REGISTERED WITH THE MEPoOW SHU11[R SYBTENS ASSOCNnQY, WC. NOTES: 0.1) MINWUM CYBEOMENT INTO CONMETE BLOCK OF TOC(w, BLUE TO W/ CK ANCHORS M0 TAPPER+ MCHORS IS 1 1/4- MO WEBS WITH ADVANCED THREIDFORY TECIOIDLOW ANCHORS S 1'. 112) MwWWd EYBEUUENT OF 1/f0 A ]/♦- ALL PoRBS sa c-BET ANCHORS SMALL BE ENTIRELY ENOSOD00 art0 ME CONCRETE OLOGK. NO CMBEOYENT INTO SNCCO SHNL BE PERMITTED 1/4' 0-20 1 WCIWE SCREW USED SHALL EE 1 1/2p LONG YINIMW SHOULD STUCCO EAST. MD 1• unuum FOR WLS W. NO sTMCtD. PRVASl B.J),IN ME IAA BE LONG CGN V TO REAM 1NE YAN 51ALCNRE all R SYD YtULBE FGwo UE4 ONNa E[[ GKO WBE M WOICVEO ON NoIF saINTO FDR LKTHIAF4L S UN SEE H W EUS wfM oR WI1Naur uEU1 s11R15 C0.VSULr Ms EN0.vEErL HOTS INBINLA11pN aT0 FLS Wtj11 YETµ STUDS BEE SHEET 20. (C) MCNDRs SIWL BE WSNk LEB fD4DAWD M OF THE RECOYYENDATWNS AND SPECNICATKIHS DF THE ANCHOR'S YMUFACIURM (D) SEE SCHEDULE BIBLba Fan FTY:F rrc 1ih . l LC0 L L �L EDGE DISTANCE VERRIJS SPAtING�SCHEQULEER ANCHOR&-. ,...m� •V^......o.> MAAMYM ANCHOR VP CWGS APE vO FOR EDGE aSTMTES INOIGTD DO". FOR E D. 1F55 twN TNT IkpGTFO. REWCE MIGNO0. SPKwE W YIATFLMnE SPADE SWKIi ON BcMwLE BY T, rou&K,,G FABron. REWGEG WA W OBTANED MUG FKioR SELL NOT K LESS TNYN YIN.'YUY SpMW IAGCAT, FOR ,GH AhcKOR TYPE. ACNAL FACTOR EDGE TAPCON TAPCON WITH ADVANCED TNREADFORY TECHNOLOGY ALL POWT SOUD SET BLUE EK W/ CPP TMPER Yw. sPAGwc ] J/♦• DICTANCE E.D. YxN. BPH.'WG . ]' YW. $ARCANE . ]- _ YM SPAQrtG S In YIN. sPKINO . 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JW, WCdfF nn9➢D6, M1CA'M ]vp Association) Inc, I', OLD is -Gas /n/1 DAM'o)/v, 960�9 (]5sleil-15w. Fa+: OW571_I5JI 4268 Westroods Ome ]I P s/ANAL ENG� ♦1j11 _"s• a West Pal. Beach, R 33407 DRAWING No wu2 Pa, , nc 17-10 P.E. SL'AC/S}GNAYURE/DATE R=!A U� r ♦{i61 ° SHEET ° 14 0 MAXIMUM A S.D. DESIGN PRESSURE RATING ( 11 AND CORRFCPONDING L.AYI6, iL I OR Spp IN ( C,hEDULE FOR A GNEN MpX. SMJTTER SPAN. NE A A.e D DESI .Id PR sst RE RenNG AND A ORRFSPONDIN • MOU0.TN • r9vr (sw wwatto au sttu:rs )6 & 1]). U B!�TFRATE _ SOUTHERN PINE N0. 2 W/ MIN. G=0.55, DOUGLAS flR W/ MIN. Cn0.60 WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS W & X SPRUCE PINE FIR NORTH W/ MIN. G>s0.+3 WALL MOUNTINGS CEILING MOUNT T M, N. 0 & R FLOOR MOUNTINGS W&% SPRUCE PINE flR SOUTH W/ MIN. G=0.36 WALL MOUNTINGS CEILING MOUNT T U. N, 0 & R FLOOR MOUNTINGS W&% 1/2" MIN. CDX PLKWfN. WALL MOUNTINGS P& 0 2 ./10 0-0.55. DDUFA.vS p.p O YIN. 0.050 B.O. WAS YOUMINGS s& Y SPRUCE PINE FIR NORTH W/ MIN. G=0.4] D.O. 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