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HomeMy WebLinkAboutSET UP-INSTALLATION1. BERVNA N.V. AGWRONM SHLITIER SYSTEM SNOYM ON TINS PRODtIGT EVQAAMV DOCUMENT (PE-O.) HAS BEEN VDRFIW FOR MUPLANCE IN ACCONGWGE WITH ME 2017 (6W EDITION) N ME FLORIDA BUILDING COOL MIS ACCORDION SHUTTER SYSTEM SHALL NOT BE NVNULW AT NIGH VELOCITY HURRICANE WNES. DESIGN WIND 1DA05 SHAL BE DETERMINED M PER SECTION 1620 OF ME µDr MENTIONED CODE, FOR A BASIC WINO SPEW REGINAM BY ME MR601CTION WHERE SNUTTER WILL BE INSTALLED MM A MRECTIOWLItt FACTOR Kd-O.85, USING µSCE 9-10 AND SHALL NOT EXCEED ME MUGMUM (AS.D.) DESIGN PRESSURE RATINGS NDOWEO ON SHEETS I1 TXRU IS. 19 & 20. IN ORDER TO VERIFY ME ABOVE CONOOKIN, ULTIMATE DESIGN WIND LOADS DEIERNINW PER AWE 7-10 SHALL BE FIRST, REDUCED TO &S.D. DESGN WHO LOADS BY MMFPLING MEN BY OR IN ORDER TO COMPARE THESE W/ MAX. (µSW DESIGN PRESSURE RADIOS INDICATED ON SHEETS 11 NM 15, 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND MGHMS ON MS PE.O., M TESTED, ME NO OVER STRESSED. A W S INCREASE IN ALLOWABLE STRESS FOR WON LOADS WAS I= USED IN THEIR AN.LLYS6. HOWEVER, A WARD WRATION FACTOR 0=1.0 WAS USED FOR VERIFICATION OF FASTENERS IN WOO, BERTHA N.V. ACCORDION SHUTTER SYSMITS ME EDGY MR WARD AND LARGE MISSILE IMPACT LOAD HAS BEEN VERTIEG IN MCORDMICE WITH BECTON 1609.1.2 OF ME ABWE MENTIONED CODE AS PER AR RETORTS: -NY RUDE QW 10214.01-0 . E0715.01-03. /1004.01-05, /121441-05. (03t]02-06, 00609.01-10 MO 10210.01-11 AS PER TAS-201, TAS-202 MD TAS-203 PROTOCOLS MD A51M E-1886 AIR) E-1996 STIAWDS (MISSILE LEVEL D. MD ZONES 1. 2 & 3) & 1122MOI-10 AS PER GAS 201, 20 & 203 PROTOCOLS LARGE MISSILE, -ION WINDOW MAI O /0505.01-08 M PER MOM E-1686 AND E-1996 (MeDEM LEVEL 0, YARD N,RS I, 21 3) BASIC PROTECTION ONLY MD E 015.01-W AS PER TAS 202 PROTOCOL 2. W BLADED AND W WUNWA' NAOE 6 ARE E"C"CERW ED WORK W UN60N WITH LAC" OTHER UNDER THE GENERAL LIMITATIONS AND CMORIONS OF USE INDICATED ON SHEET 19 3. BERTHA KV. ACGORIXON PINS (ION SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOM CONNECTION TO TRACKS SHJ L BE /14[O,75- AND 114.1.75' RESPECTIVELY, 410-M MIN: SERIES SFAAESS STEEL SCREWS YAM 135.0 bi YIELD STRENGTH AND IN W TENSILE STRENGTH. PINS SKILL BE COATED WRAC BERRM W DACRpSHD'LD COATING SYSTEY AS YNIU:ACTURW BY U SEC ES APPLICA T"Y" REGISTERED WRN AME ICAN SRRIER SSTMS ASSOC.ATION. NHS MUST BEAR ME W WARNING ON NOR HEAD. AP 4. Al ALUMWUM MRUSICNS SHALL BE AWMINUM RMOCIANON ALLOY AND TENPIN AS INDICATED ON SHEETS 2 AND 3. MINIMUM HELD STRENGTH FOR WB3-T6 ALLOY IS W, w µ0 W, W MR WOS-75 ALLOY. 5. ALL SCREWS TO BE SONLESS STEEL W4 OR 316 NSI SERIES OR CORROSKM RESISTANT COATED CARBON STEEL AS PER ON 5MIS VIM W A, MN. YIELD STRENGTH µ0 90 bi MIN. VIA LE: SRETNM, AND SHALL. COMPLY W/ FLORIDA WILDING ONE SECTION 2411.3.3.4. 6. ITS TO BE ASFM A-302 GALVANSED STEEL. OR AST, 304 OR 318 SERIES STAINLESS STEEL WRIER 35 W MINIMUM HELD SFRENOM. 9. SEE ME FOLLOWING SHEETS MR ANCHOR SPECBICKTIONS: W TIME (E) : IL13,14,15 AND 20 W BIAGE 0 & ®i MWWG IN UNISOM Ix 13 & 15 & MI6 BERMN KV. A D ORMON SHUTTER SYSTEM BEARS A CIS. PATENT /079,UV. COMPONENTS OF TARS A•PROIAL ME COfeAED. IN WHOLE OR N PAIL W U.S. PALM /S458.179 ISSUED TO CISTERN META 51NPPLY, NC. 9. R SHALL BE ME RESPONMBILNtt OF THE CONTRACTOR M vEV`Y ME SOINONESS OF ME STINATURE WHERE SHUTTER 6 TO M ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO M4/CAUUtA ALL SPROMIt COMPONENT EDGES INCH REIGN, MIT, FASTENING IN CO,,WMS WMTAR NM ME NUMM TO PREVENT RAND/RAN NRNSIGN. to' EM N UNIT MUST BEAN PERMANENT LMEL IN A V1VELE PLACE WITH WARNING NOTC DURING PERIODS Of INRRKAVE TAR MW HOME OMNER, VIVANT, OR OTHERS, MUST PROPERLY CLOSE AL W AND 1N CEYTfRMlSES AID ENGAGE OR LOCK Al NV AND HD LOOKS. It, SHUTTER MANUFACMPEYS LABEL SHALL BE LOCATED ON A READILY NSMM LOCATION AT ACCORDION SHUTTER IN ACCOROARCE WITH SECTION 17093 OF FLORIDA SURA'NG CODE ONE WM SNAIL BE PUCED MR EVERY OPENING. LIBELING TO COMPLY TRH SECTION 1709.95 OF ME FLORIDA BUILDING WOE 12. BERTHA N.V. ACCORDION SHUTTER SYSIELS INSTALADON SNAIL COMPLY es" SPECS INDICATED IN 1145 DRAWING PLUS ANY BUILDING AND 20NINO RMUL TINTS PRONGED BY ME UUNSONTION WHERE PERMIT IS APPLIED TO. 13, (a) MIS P.E.D. PREPARED W MIS ENGINEER IS GENERIC AND DOES NO PROVIDE INFORMATION FOR A SIZE SPECK PROJECT; i.e. WHERE ME SBE CONDITIONS GEVMTE PROM TI1E PE, W CONTRACTOR TO BE RESPONSIBLE FOR ME SELECTION, MIRCHASE AN INSTAUTION iNCWMNO LIFE SAFETY, a VIM PRODM. TASTED ON MIS P.EA., FRONDED HE/SHE WES NOT DLW.TE FROM THE CONDITIONS OETNLEO ON MIS DOCUMENT. CONSTRUCTOR SAFETY AT SIX 5 ME CONVACTOR'S RESPONSNIIITY, W MIS PE.D. MILL BE CONSIDERED rMoMja IF AFFIRM BY ANY MEWS (d) SIX SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARIDIRECT INCH WDL BECOME ME ENGINEER Of RECORD (LOT) FOR THE PROVER MD WINO WILL BE RESPONSIBLE FOR THE PROPER USE OF ME P.ED. ENGINEER OF RECORIL ACTING AS A DELEGATED ENGNEER TO ME PLD. FRONTIER 51MLL SUBMIT M MIS LAVER ME SIZE SPECInc DRAWINGS FOR REYWM. (e) ONGIWL PEE. SNAL STAR THE DATE AND ORIGINAL SEAL AND SIGIYTURE OF ME ENGINEER OF RECORD THAT PREPARED T. TABLE OF CONTENTS OENELIL NOTES S.NM I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-32 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WNDOW DETAIL AREA 2• HV BLenc (� AND Hy k NDOW BLADE I% (WHERE APP T �wT Y TYPICAL SHUTTER ELEVATION & NOTES ON LOONS; SHEET 5 INSTALLATION 1XIOULS A-F, CONCRETE/BLOCK SHEET 6 INSTALUTION DUALS G-M, CONCRETE/BLOCK SHEET CEHTERYATE DETAILS NY SHEET 8 CENTERMATE ALTERNATING DETAILS NY SHEET 9 00 CONNECTION DUALS I-B CONCREVE/BLOCK SHEET 10 MAXIMUM SPAR TABLES SHEET IT ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION OETALS M-R, WOOD SHEET 16 INSTALLATION DEVULSS S-X, MOD yrEDET IY END CONNECTION ORALS 7-12 & X, WOOD SHEET IB AREA 3: HV WINDOW QLADF NA n2NV "ICµ SHUTTER ELEVATION SHEET 19 AREA 4. HV WINDOW Ell AD 6) ON Y INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA P•P�?-,...... ,-rr�1 MIT T0100. PLC. 02012 EAV ERN META SVPPLY, INC. SCANNED �' ``�cFt°S� 9'� BE TH µSSA BY i IL E C O ,,,�. Accordion Shutter System St. Lucie Hv aeBE yt w/ a w/a liv, w mx BLADE County "`: TILUT TESTING III ENGINEER COMPANY American Shutter Systems x 6[swIPn6H 6.rt ORµ 9 Le p w5 NW. :S,n s. s,.. Aw MRcmu C.F,D,0. Nww ]L Association, Inc. I olD Is-ces 2/21/I wro 0]/2T/1) PE.., : (35s)EI-1530 , F- : (SDS)fin-m3T 4268 WeStroods Drive 2 Piss .R...IN ,o` ®uIg� West Palm Beach, Fl 33407 2 DRAWING Na /ORAL 'rKT[R A IM1UF E. T 7-107 P.E. SEAL%SIMYURE/DATE Roo" U6. 1 44167 5 „-^ UNDER US PATENT It 5458179 OF USE OF SLADE,IMY'ON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV BLADE I _yp63-T6 AHOY A D SEMrER 91 i" r08]� ­OB3' e�r w 4..o-9. 670 1.68�• Q ] S]0 q �1 i HV CEILING HEADE R I0 LIFIED FOR USE W/ HV BLADE I ONLY, SEE SECTIONS FOR VAL101 6063-TG ALLOY AND TEMPER (66 SIDE ANGLES QVAUFIED FOR USE W/ W a 4" $ so- i 4999'9I 3)HV UNIVERSAL F OAT R QUAUFlED FOR USE Vr/ HV BLADEQ) 6005-TS ALLOY AND TEMPER (g HV HEAD/ER/SILL (.'� OVAlIf1E 6063RT65AlL0Y N4 D BEM�[R�'ONl ALUMINUM ANGLES QUALIFIED F0Q USE PI/ NV BADE 1i ONLY. 6063-76 ALLOY AND TEMPER 4 OO&ID D FOR U E W HV BLADE I 6063-T6 ALLOY A TEMPER ,B) HV WALK —OVER TRACK QUALIFIED FOR USE W/ HV BLADE 600-TG ALLOY A 0 TEMPER COLAONENT A B I TI T2 MAX.: 1/6' 1/B' 2' S" IAA%, 0.182� 0.192" 19 2s' r' uAx. OAK- 10,190' ?� 2' 5" MA%y 0.139' I 0.131 0HV 904/180' STARTER OVALIFIED FOR USE W/ HV BLADE Q 6063-T6 ALLOY AND TEMPER h " 99C 1 842 1] B20 (�) HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADED ONLY, TEMPER A(HV RAINGUARD AUFIED FOR U((J�11 ))E Vr/ HV 6063-T6 ALODYEATID TEMPER, d QV.....� •r/,�/�., o»I7 MILER. ec 02017 EASTERN METAL SUPPLY. INC. BERTHA VTM V. ' iL EcoEH . A.S.S.A. Accordion Shutter System American Shutter stems HV. BLADE #1 W/ OR W/O HV. WNDDW HADE Y •,, TILLIT TESTING Ly,y srscmmax Wtt oPANxer: LG - jjJJ"`/'ram ••""Il OF' f 8 ENGINEERING COMPANY 6}}! Nan, JTp, S4 S,. ]00. Y.vCYG rARMYfj Rd4V' Af PMm : pos)vi-1s]o re.: T]o5iarl-tut Association, Inc. 4268 Westroods Drive 1 OlD I5-065 1 $2/1 WIG oi/2r/Ir x ] pRA1'QNC N0 p"0s^s`•.�RIDa s1 . a -max MmcoeaJ.a'am ED ososrlo V2est P01m BeOch, PL 3d407 C'a4{,, ' y/O•((,�..'.•c.t'G1j111 NAIRRArtLTJ,P.E. �r 17—t�/ 4 J HV CENTERMATE � FOR USE W/ NV BLADE ID$ LY' 'fA 6063-T6 ALLOY AND TEMPER QUAL4 1 P1Av Fi 1Ravr EI£IxTwN I LOOKER FOR "T" LOCK CIENTERMATE QUALIFIED FOR USE W/ W OLAOETL ONLY 6063-TS ALLOY AND TEMPER 1917 ]IR• m 3f �.� OUALJFtED FOR USE W/ W BLADE 1 $ '<^.\ M ROD 6063-TG ALLOY AND TEMPER ® LOCKING RODA OUALIFIED FOR USE W/ MY BLADE,nt.,' 6063-T6 ALLOY AND TEMPER u• 1 J" 1 1 �1i nI I QUALIFIED OR USE W/ W BLADE ' ONLY 0 6063-T6 ALLOY AND TEMPER IYR'-2D- m .) I iRRY➢(D 6E ft51 stove V MI♦D 118' Ir>"aP (owov[ nArm) I :s =i- ®HV li ® HV EGRESS LOCK x 2 7'1 QUALIFIED FOR W/ e{V OUALIFED FOR USE W% NV (23, HV CORNER CENTERMAAA>> ONLY. BIAOE iQ$ ONLY. OVAUFlED FOR USE 1'I/ NV BLADEUONLY E063-T6 ALLOY AND LCYPEP PINLw 31B� .ORS' _ }0OUD2 � YI�ESCREYI 5] _ 360" Arms! RA'EIDia 1 /4"p-20 x 3/4" eEfORE RNTINO S.S. THUMBSCREW 1/4"b-20 RIVNUTtI *SIRES .1. At . (2424-T3 ALLOY) Loo E N,jea DPN Shen rASEERI, PoT / 012D, As MMAAADNREO W xvtm. s ss6• { �' =Rr ToTOAN. poei"Poo, N,,, 6,1 Dn6R DR Loot_ HV FEMA "T" O K NTERMATE i(,'d HV "T" LOCK @ HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ NV BLADE( �1 ONLY MIFIEO FOR USE OUAUFIED FO�USE W/ NV 6063-T6 ALLOY AND TEMPEli" W/eW SLADEGONLY. BLADE t ONLY. R ILO 1 IDEA 1MLLO LYIdIDFA OR xEY CYYNp[R b SRS' „I • 0.875' Yn. m o I .12s- UA. l HD CENTER!, ' pUAUFIED FOR USE Nef" WBLADE — 6063-T6 ALCOT ANO TCNPER L oR x v I.S�J M;..I L�'YNDYi 1(R•P •� HD LOCK �7/4" 0 AI I�¢ BY RECENT HARDw'<)JtEE M0WSE LOa4 SERIES 2333 NO�W[ DOLT LOCK SERIES S.S. THLOSCREWS OUAUFIED FOR USE W/ WBLADE$ ].:l OUAUFIED FOR USE W/ NV BLADE 10 CInDID6 O1111na1P r0nr)a-- U. I. .. .. ..... / a201) )0.TFiYJ. W{, 02017 EASERN NETN, SUPPLY. Mr. BERTHA TM Accordion Shutter System SSII{III -- 7 - ��C p A�S�S�A� Tp : '!♦ TILUr TESTING American Shutter Systems HV, BIADE �1 W/ DN W/0 H1C WWDW MADE Ev. x DLumnax DATE Dw.NN 6n Lc. .STATE DP ' $ENGINEERING COMPANY wv Na. ]e". 6I„ m. -'Ds, a.crcA ueD-�5, rymD., nI Association, Inc. I OLO ,5-OBS )/2)/I wrt: 0)/2T/V ]� r, L]05)BT-a], 4268 Westroa0s Drive 2 -ifs •,{D{gIO{A��iG{IeY $ West Palm Beach, FL 33407 DRAWING No rcutw i mm �,, rE, 17-107 P.E. '$Ff�6-�JSRt �7AillR!'%DATE ^Dm2 1 "IV 5 m SHUTTER ASSEMBLY SCHEDULE FOR HV C11 HV 6n (D HV BLADE 1 ® HV BLADE IA HV LONG RECESSED NYLON SUSHMG HV SHORT RECESSED NYLON BUSHING LY HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"K3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES SS. RIVETS 4® HV 1 3/4' ACCORDION PIN W/ #8 READ Is ® [IV 2 3/4' ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR 1 4 4>7 5' ('�� ii L R[glIRLMCNT$) QOR iUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR y s g,. (1) HV PIN E) SHALL ALWAYS BE USED AT ALL EXTERIOR � It G BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR HV 3 BLADE. TYPICAL SHUTTER ASSEMBLY N.1. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D eo:Tzr-[ BLADE WHEN CORRESPONDING TO INSTALLATION "N", SHEET 7. .Ogg:r O „3} HV PIN © OR (g W/ 1/2" O.D. 1/16" THICK S.S. WASHER O I SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET HE WEL CARRIAGE DETAIL Ti. I Q OR® I111 ! ® ( EXTERIOR HV PIN i? OR Gl AT EX 10R BLABE'S KNUCKLE. (SEE NOTE A MR REOUIREMENI5) i II I RCS. ASSEMBLY LAYOUT 02017 ThTEW; xle, IL ECOIN�. TILLR TESTING A ENGINEERING COMPANY 0.155 Itx. ]bn fr_ S.e ]'Jy YGipN fJApQ:• IIAPK A is RaP.: pos1e71-u5B . ra, : (xas}en-m]1 .-moe. plaaaaa.<am [P. e-o'U4 M4t[A a A t. L ROROA U. 1 4161 .le7sl t t.IFR7A i'=ice 1OE ,Bers• sF90 •--t .Bszs ,BBzs• 'OIY ARBONATF 11APACT RESI0TAN7 HV WINOOWI AYER MAKROLON 3103 POLYCARSONATE ESINS, UV —STABILIZED GRADE OR SASIC JNOVATIVE PLASTIC LEXAN 103 RESIN SEE NOTE "F' ON SHEET 19). POLYCARBONATE SOURCES FOR 4 "m,0K'XE h1A4T nova NRgAMS aKb`e rpppxc W Pox•P/xxr -`Ra^e waxr. BrzoKax. .srx o[a nou mA.' os•a m/J mrac mu smnzTN ARx oea s,•a ItdWAl 3:9Q21n nt Fpu /S1u i3AW M1OWIL ugµ5 OPR ss. ISIY CIp] ASW ..: SaMO P•.i YtRA wa xTP. Htl NPo .SSN O]N Pt 07-9/n aM[ f[XSI11 ASIx tt M 412 - [tl3 L . R K WMNO ptx . 1. C-t MR 5[v NxrWx Am oI.At Q a r reo r rasa am-rwlx oms .c•Iw++s um We V. Sm[se wM AT4n . Am the A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 IAccordion Shutter System HV. BADE p1 W/ OR W/0 H.V. WNDOW BADE 17oWau h LC /27/17VOo DRAWING No 17-107 4 N 10 h NLL l•Y• w C{In B C p `" t??�.Pg T I ( I T - o ttt .SI� 1I m• 10•It °°©. �wl�VrA � ©'7n'flw©'J•�Bw I�• �w�. �B w�. D� w ©@9 dJ°C•Y7_9 8�9 TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. NE MY LOCK �} tt SMALL BE USED AT 1/2 OF SHUTTER SPµ FOR ANY SPAN OF SHUTTER SPAY FOR SPALS UP TO 105'1 µO MR RISr BONS T ANY MAY BE USED AS µINSIDE OR OUTSIDE LOCK, ATTACHED POV OR q3 A 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICA �i 2 D_ .••..•. •I[ OESI OR FOR SECURRY PURPOSES, UP TO iW0 ITV LOCKS Q z'5 OR Q§ WY BE USED AS µ INSIDE OR OUTSIDE LOCK. CONNECRON OF LOCKS TO CENIERMAIEs OR 20 SHALL OE AS IA•p LOCATIONILL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. BE U ICCI1 W/PMO M V ENHANCE LOCKING R005 µE NOT REQUIRED AT�1URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SNORER PERFO MANGE. LOCKING RODS 9� OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSRION). , AND IN R ATIDNS AT �.•. •• �1 f '(? Prwu. MA uALD AT CORNER R AN, SPµ B ATTACHED TO 0 GARNER ENfERNUSIDE OR INSIDE LOCK, AT TOP h BOTTOM SHALL BATE W/(2I 1//10-20 r 1/2• LONG FLAT HEAD S.S. M.S. TWO LOCKING BOOS CS E USm. LOCATION <SF LOCK SHALL BE AS INDICATED ON TYPCAL SHUTTER ELEVATIO, MUDI SHUTTER SPAR SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 9 5. 5 •ONE KhYtNATE IN LOCK R MAY BE USE IN UEU OF HV LOCK or FOR ANY SPµ µ0 yF INSTAUATIONS AT ANY ELEVATION. ALTERNATE LOCK GO MAY BE USED AS µ NSID OR OUTSIDE LOCH. gTTACHMENT KeE Of 1/E'0-20+3/4' S.E THUMBSCREW TO ®v OR �CENIERMATES SHALT, BE MADE W/ 1/4'0-200/4' M.M. Sg� RIVNUT AS SHOWN ON SECTION HVE, SHEET & ONE LOCH SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/7 OF SHUTTER SPµ, & ML RDI CONDITION /T . KFYSTn ^ , —' _- ••• ONE W LOCK or �•j ar Q� SHALL BE USED AT 1/2 OF SHUTTER SPµ MR ANY SPAR OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 85', µD MR INS AUANN5 AT ANY ELEVATION, HV LOCK w Pr MAY BE USED p5 µ INSIDE OR M.S.OUTLE LOCK. F LOCK TO ID or SYMMETRICAL CENTERMATES W/ (2) 1/A'_20 + 1/2' LONG RAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. OF CORNER "NEE5 ON HV "T" LOCKS AND CENTERMATM CENTERdATE rwP .�Tro�..� .,,. �- �........ ..._ — ..W..._ _.. _. __ _CENTERNATIES M_ A 1 1/2- LONG S.S. THREADED BOLT W/ 7/8'0 x p/w TNG RODS 6LOCK WY BE INSTALLED AT MIDSPµ OR 12- 'H TOP AND BOTOM IS MANOATORY. •NOTES ON HD LOCKS & C NTERMAT c• I. mix W/ ND OENIFOMATfSl7 R(t� ONE ALTERNATE HE LOCKG WYBE USED PIT UEV Or HY LOOKS aj OR 2' FOR ANY SPµ AND WSTAUATIONS AT ,MANY ELEVATION. ALTERNATE ryD Loaf YS; MAY BE USED REIN ORCAS AN SIEMENT DE RiNSp,TI $AS SHOWN ON SECTIONSLOCK. ATtnHUOF OHDB--KHvtf µD pC-HS, SHIM 10.BLOCK MAY BE TNSTAUEDAND LATES MIDBPµ OR 12' MAMMUM BELOW 09 ABOYE MIDSPAN. USE OF LOCKING RODS S55 IS COMPLETELY OPTIONAL \\ r .•...Eii • ;' i -__ SF ✓9 02017 TKTECO, wC• 02W7 CISTERN METAL SUPPLY. INC . DERH ,fA Accordion Shutter System ' ; ` 'fie- A S S A • •• / ��? : TILLIT TESTING ■■■ ■ American ShuNer Sysferns ,,.Accordion g) W/ OR W/O NV. WHIM BADE n. x DTscmn6u Dart DRAWN ec Lc • 90 ••••, p F RRa... % a ENGINEERING COMPANY My N.x, ,w, M.. m LW, x AsSOCIatlan, Inc. 1 OLD 15-085 ]/]]/I 'wID 0]/Z]/17 ;' •F. rrPee4 norcA vM Pn°°.: (sos7erl-1mD. m.: (ws)an-1•r)I lVe Drive 1�YY \ '. s / G�atI11 S ONAL v s DRAWING No w r��<P^ t P.I West POIm Beach, PL 33A07 Bea_, EN „ P.E. WAm A TALK d. 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AND FOR BLUE TO W/ CO ANCHORS 5 1 I/2'. 0,2) MINIMUM EMBEDUENT OF 1/4'0 1 3/4' ALL POINTS SOUD-SET MCHORS SNA. BE 7/B' IWO IHB POURED CONCRETE. NO DIBEOMDR 1 Mvu ryb w , rW INTO SNCCO SNPIt BE PERNRTCO. 1/4'e-20 S.S. M FUME SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO ESISTI AND 1' MINIMUM MR WALLS ®AyC \' C.N yktt 19 WRH ND SNNI A3) IN CASE THAT PRECAST STONL PRECAST CONCRETE PANELS. PAVER$ OR ANY VENEER BE FOUND ON THE EYSIMO WALL OR FLOOR, ANCHORS S1 BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BDIIND ME WALL RN5HE3. ANCHORAGE SHALL BE AS INIXCMW ON NOTES AI) A A2) ABGVE FOR 1NSTNLATIONS ON vNFI 5]D;TUG OR En W1M OR YAENEW METµ SAES CONSULT 715 ENGINEER MR INSTALLATION INTO BFS WTRI METAL $ND$ SEE SHEET 20. (6) 10 EAINNG CONCRETE BUICK: (RIPM C-90) - 1/4'B TAMEN OR TAMOTI YAM ADVANCED THRENFORM TECHNOLOGY µGNOSIS A$ NWUFKTUREB BY I.T.W. BNWEL - 1/4'0 • 3/4' ALL POINTS SOUD-SET ANCHOR$, AS CMRIBUTFD W ALL DOD115 SCREW, BOLT A SPECIALTY COMPANY, - 1/4.0 ME TO CONCRETE ANCHORS W/ Cm M MMNFAGNRM W ROMA FASiFNDS DRWT, NC. - 1/4'p TAPPER{ ANCHORS 9 MANUFACTURED BY POWERS FASTENERS, WC, AND DSTRIBIRW BY ALL PDNTE SCREW, BOLT A SPECAUTY COMPNNY OR ANY OTHER APFRCTED LICENSED OR A1THD02ED VENDOR REGISTERED WANT ME TERRI SHURER SYSTEM$ A,SMApW. INC. NOTES: B.1) MINIMUM EMBEDMENT IWO CONCRETE BLOCK a TOM. BLUE TO W/ CAP ANCHORS AND TAPPER. ANCHORS IS 1 I/4' AND TOWN WITH ADVANCED THRFMFORM TECHNDLOGY ANCHORS 5 1, B.2) MNINUN EMBEDMENT OF 1/11 • ]/1' ALL MIS SOUD-SET ANCHORS SHALL BE ENTIRELY EM NEWEO INTO NE CONCRETE BLCCIN. NO EMDa-INTENT IWO STUCCO $Wit BE PERMINED. 1/4' 0-20 53. WHINE $CREW USED SNaM, BE 1 I/Y LONG MINIMUM SHOULD STUCCO ENLIST. AND I� MINIMUM FOR WALLS WIN NO STUCCO. B,]) IN ME THAT PRECAST STVf PRECAST CONCRETE PANELS, PAVERS OR ANY 4TMER BE FOUND ON THE CORTI WALL OR FLOOR. 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(SEE SCHEDULE DR SNEEI IS) EASING CLASS —I MN� 10 ¢45 (yi Iol�s�.sT�ea EwsnNc '"� cuss�l I WNO D NUTS II4•C TkPCON CR WCON WITH ADVANCED NRGDFORMJ 2 1 D.C.O.c. TECHNOLOGY W/ 1 1/1" Min, PENETRI OF THREUDED Md TO EAISRNG WOOD HEADER, (SEE SCRNN E 04 SHEET 13) • STE L W FOR U9 QHY qI EIMR INSTALLATION 1 )4 �� `��iGENg'+,✓'� czon RLTEw. no. P. •'• TIWT TESTING k ENGINEERING COMPANY T 14 a153 NON. ]6m. A.. SH. a9f. .FIN 441Ok}!'i !l[A9e u Fnm< : tsOs)an-IUD . Fn : (sD3)e>T-I331 ICWLI H. �NAL EIS 1111 ED-aoDc%1P •. WALIER 0. IROT.v. P4 .E. SEAL/SIGNNTURE/OATF FLORIDA u E 44I67 t1 h3/4' EO EO- S.N,S O 6- Co. I or f�3 or 15 I i or i©or ©5 I 6PCH HOLC AT -C. ST10 TO ACCEPT VIVO LAO EOREW 111111ll'IIRiI g AT CENTER OF TURF. 3 dGLASS--I IS MP.Wi41 „ 10OR®A "i Nromae¢m�Ieo w P4Cr Is ,w J i MNESD.0 (DOR 0. U MYLICEILING I LLA 0 -----OOR B# mtt I i E%I$IING 9 HEX G HEAD lEK a 1}• o.c EDGE BE __ E I/A•a 0APCONFORM OR TAPCON W / ADVANCED THRETRWONM F THROLOGY W/ 11/1- uvl. 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PER ASTM E-IB99: WINO ZONE MINMUu $EPARAi1pN ro CIASs I TIRU J + u2s- #'E SC140U.E CN THEY 11 Fw _ Aw cN TNs vm fw e.DEs®d� 1 AETERNATE appa�INa GC pMAT a (.7 W/ 95 IaR a V WINDOW BLADE (11 SHUTTER* ____ 490" mm7 macD. INC. �'^ a ::,Iz TIWT TESTING 4 ENGINEERING COMPANY L�•'•, _ O -1 F[nom0. .r �; ecD N.W. 5Ms s., ua. 5Ey ltvvvA Ne". nEse, a FMrie : (303)37I-IsM . To, : (W9MT1-15J1 o r COAT /CICRIAT me Anexe ELORCA Le E 44167 A.SmS.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Polm Beach, FL 33407 Accordion Shutter System N.V. RIME NI W/ OR W/O HV. WNDOW RAGE tAWING No 17-107 J P.U. mos Ai Ir OX, S 1. i,il _ 1!2• LI 3l4'. a I/rx oms' iwc. uraj COYC. GALV SiQE 1RMX CHWNEL i 0 6' O.E./ O 6' OC, it51Y A-65] GPIOE .a Y:n. 0.4a fA5iO1FD IO p- aYOF �.V(NI)1Mp I/ 3/NIC FINISH vi1EM'JFEk El'IEFOOP DOE /S i THNJ "STING GLASS U.N. SEPGLASS TO --(SEE SCHEDULE) SCHEDULE) N e * GEN RAI IMITATIONS AND CONDITIONS OF cc FOR BERTHA (tl HV BLADE ACCORDION ct 1 ITTER SYSTEM INSTALLATION TO METAL STUD WA I c 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX, SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE 2I W/ 24 NV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT XTERDR OR INTERIOR ACCESS SIDE OF CENTERMATE. 1\IYIM 1 LJ IL 1]-12.000• Ma..,— / rQ�.053' n - e a4 43 1/4Ya NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS CPHEDU s.EDo- � WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1• q 4' o 3 ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 1/2• s CENTERMATE 27 APPLICATION WITH BLADE 1Q ,61 , In•. A035' Te1CK 0- A_fiv cRroE 40 - c SaE` • 'r 9RPIC5 n 6' O.C. ; �. MS WALL HEADER/SILL V4 S MEfIL 5TJ05 /.i 16' O.c. !l:n. INSTALLATION EXISTING IRI:$H A5 {ppllEpQl.[ S (ENP. 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