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HomeMy WebLinkAboutPLANSMA011A :M16134 1. BRI1w HV. ACWRDON SHUf1ER $YSIDI SOWN W lNs PRWUCf EVALUAIDN WCONENT (P£D.) N45 BEpI vEWnFD {DR COYPUµCE �N ACCORDANCE kON 116 Hof) (eu rD1110N) OF TIME rLOWDA MUM CODE TNS ACCORDION SNNIETR SYSTEM SHALL NOT BE WALL, AT MGH YELOCf HUPoRICWE 201M DESIGN BOND LOADL S SNBE pEEOIKED M PER SECTION HIM OF ME ABOVE MENTIONED W W, MR A BASIC WINO SPEED REWRED BY THE JUR501000N WHERE S,Om, Wa E BRIVALED MO1 A DRECRONN TY FACTOR KO OAS, USING ASCE 7-I0 AND SMALL NOT DICEFD ME MAMIYUM (ALSO.) DESON PRESSNM RATNCS LNOIGIW W SHEETS 11 MOM) 15. 19 A 20. N ORDER TO MWITY THE ABOVE CONDITION, ULTIMATE DURCN AM LOADS DETERMINED PER XWE 7-10 SHALL BE FIRST REDUCED TO ASD. DESIGN WIN) LOADS BY MOLRPLYINC THEM BY 0.8 N ORORTO COMPARE MESE W/ MAY. (ASD) DESIGN PRESSURE RArWGS MYCYTED'ON SHEETS II MRR 16, 19 A 20, N OIDR TO IMPLY THAT COMPONENTS AND ANCHORS ON MS P.ED., AS TESTED, WERE NOT DRR SIRESSEO, A M 2 Mcii K IN ALLOWABLE STRESS FOR WIND (DADS WAS 841 USED IN M it AN ACME HOWEVER, A WIND COMMON FACTOR CIO-l.eO.WAS MOD MR LEnTTGRW OF FASTENERS W MD. n ITrsACCORDION SHUTTER SYSTEWS ADWWLY FOR wM AND WtOE NRSOE WPACE LOAD ILLS BEEN VEWfIID N µCORDANCE MOM SECTION Ie09.12 OF THE ABWE YWOONED OWE AS PER -SIN BLADE O 10214.0t-03, I0715.01-03, /1004.01-0S. 11214A1-05. 10317.02-08. /pe09.O1-10 AND 10210MI-11 AS PTA As-201, AS-202 AND TM-20 PROTOCOLS AND ASW E-1B88 AND E-1026 STAHOADS (N1541E LEflE1 D. WHO ZONES 1. 2 • 3) a IM0.01-10 AS PER TAS mi. 2N.e 203 PRDTDWR LA40E WS eit, -COLA MiNDO'W BLADE � IOSOY01-Oa A9 PER ASW E-IBBfi ARD E-IB90 (Y65AL lM1 0, MNp TITHES 1. 2. 3) BASIIO PWTECfIOH ONLY /UD / 072501-W AS PR TAS TW PROrDCOL 2. NA SLAOEOi AND ITV WMCTW BLADE ® ARE RGNW" TO WORK N IR160N MM UM OTHER UNDER TIME CDN[RIL WNFAWNS AMO CONDIfI0H5 Of USE NOM1W ON SHEET 19 ]. BERTHA H.V. ACCORDION "He" (W SCREWS), LASED AT BLADES NWCKIE AND MR DIRECT MOUNT CONNECTION TO TRACKS SL WBE 114a2 * AND 014.1.75' RRPERNELY. 410-HT MI SERIESSAWESS STBL SCREWS WM 1J5.0 ILO MELD SMRGM AND 1W isi 1FN54E STRENGTH. PINS SNML BE COATED WITH BEMRIG RM% W DCCROSHRLD WSYSTEM AS YA411rACRlRED BY APPROVED COA1N0 APPLICATORS. PEOSnRED MM MFRICAII SHVTIER SYSTEMS AGSOCLAnON. TONS MUST BEUt THE W NARNNO W MR HEM. 4. ALL AIAHNUM DDIROSKM SHALL BE MIIONOM ASSOCIATION ALLOY ND TEARER AS MMUM ON SHEER 2 AND 1 YNIYUY MELD STRENGTH FOR W W-TB ALLOY is W.O W AND 35.7 W FOR 51105-TS NLDY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR ate AS SRL9 BY CORROSION R ANT WOM CA`WN STEEL AS PER "Deals WM W W NH MELD S'ITENOM AND SO W MN. TMSRESMENO111. AND SHALL COMPLY W/ FIDTIDA BOWNG CODE SECTION 2411.3.3.4. e. BATS TO BE ASW A 7 GALVANOED SnEL• OR Aril 304 OR 316 SAES STAINLESS STEEL WTTH 35 AST MINWUM MELD SIREMYL 7. SEE THE FOLLOWM SHEETS FOR ANCHOR SPE TIONS:W OWE O : 12,13.14.13 AND 20 WA BADE O • ® W0NtNG N MSON: 12.13 At 15 e THIS BERTHA HV. ADWLtp0.N SCOUR SMFIELI SEARS A US. PAW 16779,582. COMPONENTS OF M APFRMAL ARE COVETED, IN WHOLE M IN PART W US PATE1R 05'45811" ISAM TO EASTERN METAL SUPmr. M. 9. IT SNAIL BE ME PESpONS®NAY OF ME WNTRACfOR TO VDCPY THE SgMDNRS OF FIE STRUCTURE MHEE SMIIDT s TO M ATTACHED To NSURE PROPEL ANCHORAGE CDN RWMR To SEAL/CAULK NL SHOTTR COMPONENT EWES WHOM REMM, MRO FASTENING N WNWNWR CONTACT MOM THE BUOOM TO FREVIIR W,p/ryW NMUSNN• 10. ACI1 UNr IWST BEAN PERMANENT LABEL IN A MBLE PLACE MM WANING Nam wise; PROOs OF HUNDWHE WARNINGS NIE OWNER, raiwa. OR OTHM MUST PROPERLY CLOSE ALL W AND M CDIIERMTES AND ENGAGE OR LOOK ALL LA AHD HD LOOKS. 11A MUTTER WNUFACNRFA•S LA9EL SHALL B LOCATED ON A READILY MSINE LOCATION AT ACWRDDM SHUTTER N ACCORDANCE WM SEC10N 1709.11.3 OF FIGRDM BUILDING CEDE ONE LABS. SWL Be PUCW FOR EVER! TPEN"' LABWW TO COMPLY WITH SECTION 1709.92 OF ME FLORIDA BUDDING CEDE 12. BRMAIS H.V. APPllEACCORDION O T0SHINIER SYSTEWS MSALATWN SHALL COMPLY MAN SPECS. MDICATW IN MI5 DRAWNo PINS ANY BMLOW AN 7ONNG REGUUTNHS PROMOED BY ME RLAISOCIIOH MfEIE PERMIT . 11 (a) MIS P.ED. PREPARED BY THIS E.GNER IS GENERO AND DOES NOT PROMDE WOONnON FOR A WE SPEORC PRODOFI.lA. COHSE THE SITE CO,W"S DCWX FROM THE P.EM (S) CONTRACTOR TO BE RJWMNSOLE FW TIE SEIECII0.Y, PURONSF AND M,,,,WN M,,QNG LACE sAFEII' OF Was PMMWC,. BASED ON THs trT P.E.D., PROMDED HEr WR NOT BVIATE FROM ME CONDITIONS cON THIS DOCUMEM. CONSIRUCIIOX SAFETY AT SITE IS ME COMIPACTOKYS RESPo.YSBWIY. (c) Ties PED. BOLL BE WNLSIORW NWLD r ILTRM BF Arc MA26. B7 VILE cric PROJECTS SHALL BE PREPARED BY A CORM REGISTERED RONER OR ARCHITECT WTDCH WLL BECOME ME RGINER Or RECORD (EOAI FOR ME PROIEDT MD "a WILL B MEW.EW. MY ME PROPER USE OF THE PLO. ENGINEER OF RECORD, ACRNG AS A DELEOAm IENGOLER TH E E P.ELL RGNER SHALL SBMIr TO M VM ME SHE WEGHc OPAAMSFOR (4) 01LGPML PILL SHALL BEAN ME DAh AND ORFARAL SEµ AND SOMr vic of DIE mG OF RECORD THAT PREPARED a. GENERAL NOTES SHEET t SYSTEM CCMPONRIS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHURpi ASSEMBLY 38-44 ET SHE4 TYPICAL MNDOW BLADE • WINDOW ORAL AR a HV R An (il AND HV t. WM R enF 0 (WHERE ADPL Ir�nL El TYPICAL SHUTTER ELEVATION k NOTES ON LOCKS SHEEP 5 INSIXJARON DETAILS A-F, CONCRETE/BLOCK SHEET e INSTALLATION DEFALLS G-M, CONCRETE/BLOCK SHEET 7 CENERWTE DETAILS W SHEET B CENIERMATE µTERNARNO ORALS W SHEET 9 END CONNECTION DETAILS I-6, CONCNTE/BWCH SHEET lo. MAIRMOM SPAR, TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE BY BLOCK SHEET 12 ANCHOR SCNMLLE- CONCRETE • BLACK SHEET 13 ANCHOR SCNEDOLE- CONCRETE • BLOCK SHEET 14 ANCHOR SCHEWM- WIND SHEET IB INSTALLATION DETAILS M-R, WOOD SHEET 18 LNSTAIIATON DETAILS S-K, MOND SHEET 17 END CONNECTION DETMS 7-12 4 X WOOD AREA 3: NV WINDOW RLAnF Q SHEET IS ONLY TMCN. SNORER EIEVAWN AREA 41 HV WINDOW AlenAlAnr niONI BEET 19 Y INSTALLATION DEALS, NEEµ STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA I''P�,""....... ,ter/✓ = ON17 OLtOW. M. 02017 ChSTERN YETµ WWLY. INC. SCANNED ° : �� R VTM AA A.S.S.A. ��C p Accordion Shutter System BY i * i American ShMN•r 1Dma FLV. HARE 8T W/ (R W, H.V. W1FDOf%BLALf St. Lucie County .t TIRE TESTING •ENGINEERING COMPANY Inc.N. Drx'o-o arc DRAAN as Le VAS 4ssf xx MtlA q N. aaA ArHma rAlmoAl 1l•ta s" A090CIOt10nA nD. 1 IXD 19-Des 7/I WiD 07/27 I7 Pnw v (3m)en-IWo . r., : (DOS7N1-mI 4268 Westroads Drive 2 DRAWING No ...... HOAR ®1005iw �P West Palm Beach. FL 33407 f S/pNALEP NNRRA ¢ L. PL . 17-107 or �Mw..too.AA15'wrAn.m FLORIDA m. 1 44167 _._— Thy --SOLID RLADE COVERED UNDER US PATENT B 5458179 OF USE OF BLAN SHEET 19 ©HV ADJ. FLOOR TRACK OUAUFIED FOR USE W/ HV 91) ..WS' •- e)o Les6• 33 11 HV CEILING HEADER 0 FIEO FOR USE W/ W 'SLADE(1 ONLY, SEE SECTIONS FOR VAUDI7Y- 6063-76 ALLOY AND TEMPER %MMYMKt 1' OBI z a• $ EOHV UNIVERSAL FLOATER QUALIFIED FOR USE W/'HV BLADED) 60D5-TSALLOY AND. TEMPER 1p HV HEADER/SILL (� QUALIFIE FORTU E Vy AND'TBLADE,PI ONL 4 �1 ALUMINUM ANGLES QUALIFIED FO$ USE W/ HV BLADE 1 ONLY. 6063-76 ALLOY 00 TEMPER OOU IFlED FOR UJE W Hv BLAD� 6063-T6 ALLOY EA(Ri l TEMPER, B�HV WALK —OVER TRACK QUALFlEO FOR USE W/ HV BLADE 1 6063-16 ALLOY TEMPER COMPONENT A B TI 72 © 3 3' UAIL 1/6` 1/6' Ofi Y' S' NAA Q193' 0.183' 02017 TEIEW, INC, .t 5L } : nWT TESTING A ENGINEERING COMPANY _ � b155. MR. M'A M. M,. 390. WtGIN GAWK IIa1M 1] rtamA M�. A9A' 6.3 1 .Plo O9 HV TRENCH TRACK OVALIFILA FOR USE . fN BfADf (170NLY. TEMPER A.S.SLAI. American Shutter Systems A380010110n, Inc. 4268 IYestroads Od've West Palm Beach, FL 33407 1® HV RAINDUARD QUALIFIED FOR UCE W/ HV 6063-T6 pL0EA1 TEMPER. Accordion NV. BLADE AI W/ O3 I No r PIAN M 16aNf .MATXN 0 n e p © LOCKER FOR "T" LOCK GENTERMAT QUALIFIED FOR USE W/ NV BLADE 1 ONLY QUALIFIED FOR USE W/ HV BLADE lOONLY 6063-T6 ALLOY AND TEMPER 600-76 ALLOY :AND TEMPER 3� HD CENTERMATE W1NO T @ A 1D ROD QUALIFIED FOR USE TEMPER BLADE 6063-76 ALLOT AND TEMPER ® LOCKING RODA QUALIFIED FOR USE W/ HV BLADE (1 6063-T6 ALLOY AND TEMPER 1/INSTALLATION WILL REQUIRE A VIC 6063-TB >11 ® HV 3/8R0-16 AI �3 HD CENTEMEHI QUALIFIED FOR USE W� 10/ BLADE 1 h 6083-T6 ALLOY D TEMPER 31 2 /R'e HV 1 /4" 0—?0 AISI 304 UERIES S.S. THUMBS MR QUALIFIED FOR USE Y(/ FW BLADE 1Q emir Tenco, M �1 1 ��LTJEC0 TILUT TESTING $'ENGINEERING COMPANY 0011 a•. I NRGNA: f3451. RM01 ]l C_r Em3>en-ISm. FG.: EmsuT1-uv last V�BxFmFaPMP�m - @ la i6 Ealrtq, la~ �, �HY-EGRESS LOCK OUALIFIED �OR USE W/ /N BUNE(iJh ONLY. SIB' m .JBO' AFTER RNEDNC BEFORE RIVETING 1�4"0-20 NIVNI� IwH-T3 Auo4 vAGE M TIPY Q% As MWbAGNR60 BY AVOa Dn. MON A [Y or0% OR mluy RNATIVE LOCK F0 USE 1Y/ NV )E ONLY. OATS' R 1 .135' YR� THaNBIUIai cawa[a O0. Kfl' T CTMNOER IA6 uo.. ® No LOCK BY REGEM HARDWARE MORTSE LOCKS SERIES 23M HOOK BOLT LOCH. QUALIFIED FOR USE W/ HV BLADE 1Oh A.S.S.A. American Shuttor Systems Association, Inc. 4268 Westroods Drhv West Palm Beach, FL 33407 KV. RACE #1 W/ OR W/0 HV. MING No 7-10 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV Q HV BLADE 1 HV BLADE to ® KV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER. 4� HV WHEEL CARRIAGE AISI 302-303 SERIES e.B70"x3/16' THICK NYLON WHEEL. 0.I88'0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4' ACCORDION PIN W/ d8 HEAD ® RV 2 3/4" ACCORDION PIN W/ g8 HEAD x` ® POLYCARBONATE IMPACT RESISTANT HV WINOOW FOR 0 EXTEROOF or (1) HV PIN ®SHALL ALWAYS BE USED AT ALL EXTERIOR X� BOTTOM KNUCKLES OF HV ACCOROION'SYSTEM W/ HV 1D OR HV ® BLADE. TYPICAL 'FIT SHMER ASSEMBLY (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iD BLADE WHEN CORRESPONDING TO INSTALLATION 'It". SHEET 7. ra3ax" (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER r O SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET WEL CARRIAGE DETAIL 02017 xwoo. M. 1 TILUT TESTING h ENGINEERING COMPANY ataa e,r, aao. s4 sx.. aa,, WMM woos Nma. v Pnan.: Daslsll-Isla . ta.: T1051e71-IM, own IE (IYP) a RIOR 5. suoE ,Qus• As3s .asas RESIN NOTE 'F" ON POLYCARBONATE SOURCES FOR nlva,Ixmanxa Irvlxar aruoxo scar arm e tmMs ¢oronc w.c, xm..om o4.a sM' oa.a �' RfTNY 414`<1N N LIDO µlY pryp ILYU R.1 IA.Oo Ru ,amlu woxvc weer .m woo sumo R.a wAoo R.t +oma am xsN wx Ia rtrM 1> rt-eh waa.o,amn atnl ww na a sae w w we v oNx o vn ova anv w tuas mr Rn,l olrn ,. olo ♦ av+ uenn>$EMm rsn, oCM ma+A.slwaN N,G xml ua owa o+. axa Ru Taaa: 611ESS BQW[ FLIIMG KN 6b M61 pLL !O°Q Nl. m& AS.A. American ShuBsr Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 HY. 1 i a1, 541, A r1 Itft•'71•tt•'tt_rtt_n�rn��ttar,,.�_tr,� t�r,,tn - O y I Q Ii IttflatftYtt•titftfL'L'tt'lla�tYtfta�Y �:I�Qf O��w©. �,Ap�1a to •�� TYPICAL In HY BLADE SHUTTER ELEVATION N.T.S. u OF CORNER CENTERMATE WE W LOCK (8 or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN MR ANY SPAN OF SHUTTER SPAN FOR SPANS UP TO 105'. AND FOR INSTrW�TONST ANY MAY RE USED AS AN INSIDE OR OUTSDE LOCK , ATTACHED 70 A11 OR A 1/2' LONG MT HEM S.S. M.S. LOunON OF LUCK SMALL BE AS INDICATED -OF SHUTTER ELEVATION. STACKING UP TO TWO HV CENIERMATES 0 ATTACHED TO T% CORNER CENIERMATE W/(2) 1 00h2D i 1/2' LONG MT HEAD SS. uS. TWO IDCKINO R005 AT TOP @ BO M SHALL BE USED. IOCAnON F LOCK SIWL BE AS INDICATED ON TI M SHUTTER ELEVATION. MAGMUM SHUTTER SPAN SHALL RE DETERMINED Ae Pm I. re cunuw — -- — iI..-.vraY.. .... ...tw To vy OR CENIERAUTES SNAIL BE LODE W/ 1/4'W-2093/e ALUM. RNNUT AS SHOWN ON SECTION In. SHEET a. ON LOCI( SHALL BE USED AT 1/2 OF SKRTER SPAN OR TWO LOCKS. AT 1/0 OF SHUTTER SPAN, G. YANDOl)RY COMNITDM A FDR NFISMNE lHB NANO WcrAL1ATgNS ONE HV LOCK ®or ®Or 0 swa SE USED AT 1/2 OF SHUTTER SPAN FOR ANY WAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO BB', AND FOR INSTALLATIONS AT ANY ELEVATION. ITV LOCK 0 or µ Rr 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ®. or O SYMMETRICAL CEKIERMATEs W/ (2) 1/4'-20 .. 1/2' LONG MT HEM S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKMG RODS 0 W/ 0 OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. mWi1 WINoNUT MAXIMUM -NOT! 1.;♦p�,{p(,7 : ONE ALTENNATE NO LOCK Q WYOE USED W UOU W W. LOIXB 2 OR i0R'ANY SPµ µD EWRAUATKINS AT ANY EIEYATIM ALTERNATE NO LOCK (9 MAY BE USES AS µ INSIDE T I W151Df SHOWN ONE?ff Of ECTIONSONEB-N µDTO �DC-N C; SHEET 10 LOCK WY BE INSTALLED AT AS AN OUTS Pi IS MOSPAN OR 12' MMGMUM BELOW OR ABOVE MIUSPµ. USE OF LOOKING RODS 0 6 COMPLETELY OPDONAL A:[�T+- ..•GE�, ;v/• V sF•.�� OK17 TLLTEDD• M. 02017 EASTERN METAL SUPPLY, M. BERTHA Accordion Shutter System Y :' 7 � IL ECOIec. AsS.SwA ILv. annE #t w/ a w/o Kv. WINDOW �i AEDOrICOn ShUMer Syefems W aaDE �L�„o„ oAn = _� u Ci TIWT TESTING @ ENGINEERING COMPANY K75 HW xv. Assaelallonr Inc. 1 OLD 15-085 1?27 1 DATD 07 27/17 T s$ K. BM. DOl: vADe.A r+BaTa. Rule vT PIED. 005)671-1s]O . Fa : (=I....... 4268 WestroDG 3 DHVe J L•11i ••`" • •"` \� AAA 5 DRAWING NoUs ' : WI«waxwm West Palm Beech, FL 33407 +s/0NAL0,0011 WNTW oC c[ni'1CIm(Lr'Filor /mTr RWaA Nu_r.167 r AE SLiROAE ON SNE�ET 1]) 7 1 ~V Eµ 1/WQ?it�EOJ/{'5.3. I�p• / I }/2. --^ USING 1/4'—E20W3NuiS O 12' O. �/ % /'� / IF. 01 ,`r fi ? .. .I[+230• Yam Q i ,j%/I mom -OOR' ®� 4EL CHI H MAMTO EI WHOM SHEET I 1) ) 1 �q� i ' 8(� Hy WALL HEADER INUrA I ATION + KEYSI'ON 1 OR �� H MAnoN TO (SO EE WHOMWHOMoN SKW EEr 10 Ew3TNIG ' awls--� Ono" Ii ©HV WALL HEADER INSTALLATION ow, sE TK4, To ours —(SEE. SCHEONUE ON SHEtT 11) ii- oPTI ME L J = `CONLXflE ,NCHOR$ r fr r IB ^Guy Loy MIMwC NUTS 12' / :1 (SK E /JO ON '_ FUSS NF L/WCMF SCRIM J/ f / ,.. 1�P/ P II. 1' .1I 1N'-20 NUTS O 1SI O.C. ��]] (SEE SCNEOIrtE ON POONEO CONCAM_ ISM WHOM: ON SHEET 13) / airy POJNEO: CONCRETE SNEET 13) W/ Ve-20 Nu,$ a 12' O.C. CONCNEfE ROCK f � f Cs, COI BL00t w Nmuwm G Hy WALL SILL INSTALLATION rtE• �� 1 ((SIWHOM STM ON REWwm OHV WA SILLINSTALLATION r oR mN m: eE00f wu REOVINED O HV WALL SILL INSTALLATION a TION r,AOTE RRea,RNNo1aE�me.-. INSTALLATION DETAILS W/ ,_ SCC snEiT , fOR 1YPIGt SHUmR . SEE 111 AlgI15 OF l5E i0R ASSEYOLY 71F%(L . EOGEDISTANCE'W AMfWWAY TO 9UR �C HJ wglE°3PECV�GNbN3 ON SNEEr ,])- ,,, , ..OIIM W SNEET ,9 G) HV BLADE ,a - J sF •..? ? 4 T ' J `• • f,W GTE all? :: a�_0 O201T mrza. MO TIWT TESTING ENGINEERING COMPANY ess• ^• 2Yn a, m, ma xI®w avnno. NPw mr PI � (w.)e21-Isw . Pm . (ws)e2I-IM, -mm: ulKoeox�u� VLUT�NALEN uT-000eTlPP.L /p� �'I� c�+ I''�■�7■�7■�■ American Shutter Systems Association, Inc. 4268 Wee400tl3 Drive West Palm BeocB, FL 33s07 02017 EASTERN UO& SUPPLY, INC. BERTHA TN Accordion Shutter System KV. SAM p) W/ OR W/O KV. WNDW HALE I.v. N oammwx n EPAm1 ee Ge I oLo s-Dss T i 1 om m/zT/n `,�+ —^�4 p— G4J G ,p' P.E. SEAL/SIGNATURE/DATE••'°T 2 ] DRAWING No 17-107 a SHEEP 8 OF 0 NVN"S DUCE ON SHEET 13) EDGE d . f). 9R I1R (� HV CEILING INSTALLATION m� EX180N0 ' cuss D j a 3 9R flM;/4` HEX NFAD TEK SCREWS 0 9O.C. OR 1/4'9-20 S.S. N.S ' CONCRETE ANCHORS W/ H a 9' O.O. I (SEE sCHEWIE OH SAVIT 14) )OR ®� Ewmxc tu93 1/C` HEX\ ECRM 0 12` O.C. RM ANUORS SCHEDUE ON SHER 13) I -- g, D,P—J �CR� RAT HEAD CONTETE ANC HORG HEAD CoNCPCTE ANglOg4. REOURED (SEE SCHEDULE ON SHCE1 14) scN a on SRFET 14) I1 TRENCH INSTALLATION AUD ONLY FOR UP To R INSTALLATION. .70. -75 PSF A.S.o. DESIGN PRESSURE RATWG a FOR SPANS PER SCHEDULE 03. SHEET it 1pv O a O 810.2 1 3- CO.. I H" 145 .. I. % F147)/4' F- SD.9. 'II.- . E.D. RIS o e` oa 0.N o EVHCR i31e) 5 1qR 13(e) ~ POUPED CONCREHE ON SHEFT I EOU�EtE BLOa( . • •• •• 1ATIQi{ © KEYSTONE Out, HV WALL WALK -OVER INMA eTlO wrelw ASD o'ml PPcc-. HAN 6AYCIWL + (90000.VhY i HtUwwa+ � t - �. N 11.V81Y11 snutirR SPUN e•-a' • •`•: ,• " 1' M19 INSi2LAnON SMYL9E • L D. EDGE dSGHCE PFNWASIE wNEN PEP70PYCD 1- SEE SHEET 4 M. TYPICAL 1N11t1ER (SEE SPEance" CN SNEEC 13) E w TO AN OPEM , EXG 0. SE EE Arens SHEET MR ASSENDLY INSTALLATION DETAILS W/ C17 HV BLADE 2- AYOUNIWCSECRONN N 9EAMN. w AmWAr ro wR ANY msuuAtroN. '' -; `VGENy�t•; ✓y=: *°1 , 0217 REW, wG IEc O■GA TIL(AT TESTING a ENGINEERING COMPANY ws n w mo. H.. HPw„ Ph,.: (305)VI-IM. Pot: (X6 71.1v1 UPAe 0 wx -COaaT19 WKTet A RY7 0. P.E. nxP Ua 0 At187 S S ■ Amarlcan ShONer Systems Asaoctat'an. Ino. 426a WestrDDae D&. West Palm 890eh, FL 33407 TaASUPPLY, we. . 02017 DSHRNW /Y0E Accordion Accordion stem IV.E/ODERiW/ Qi Shutter System NV. 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WQ' ,1 eNe xc ..., w. w 3a, vxavAcame, Tuna .:A Assocla110n, Inc. .1 OLO t5-oas r' vnw : (wsMt1-rvo . 1 : (.elan-lm1 4268 Westroods Drive a /al 1 w2 a)/st/17 S�ONAL �Ne 111 w le-0006710 West Palm Beach, FL 33407 s O WING No /Ir,,ll MGOeI A L4EIi J,. PF. 3 17-107 P.E.'SEAL�SIGNANRE/DATE nGrta'' u`' / 1a°t 1 SHEEf e B OF 20 OKI IcZ37i W �` stE Here a row Iry cou® , T IaCX, ea RRRT } t ala; o.0 !wvla.r pex.-axu0 umr rvsr� nw mm xun'aa, PNir I oex0. WILiKttllaa aFAgY axorx Pn6PGOlr, W, MR tl%fY I Boo[ Q)a..o..vcln mr, wourm A voa 4 o•Ooab-® ®M 14.9E !N Psi R6aPa.aE0 eao'sx AD. (G� 8 valCam av M! 9ttEl. ,ur p[ M 5 ds xim w®�V %•�atT�l.l�. a .IXi M Y ©0 NV "T'-LOCK (OUTSIDE) --IN— ----- 3 w OUT 0-20 x 1 1 2' S.S.M:S. 7/8'Px 3/32" WINGNUT. by—GW CM17 luaaa. INK. I LL E O TIUdT TESTING @ ENGINEERING COMPANY ( St. SL. !W. NKCIM[Oq.,IC.L 11 PlGN.: n0.5)B>I-IeM . F. fav :. X TWTIC aaRas. Ik. / NIeT n . _I . 1 E 1121--::. c 3 FORT] HQQ-HVC .S A.S.A. American Shutter Systems. Association, Inc. 4268 Westmcds 0rive West Palm Beach. FL 33407 � R qaS aI1R(M Yaf®.. q®'Y4f ASK[/ ! A•IIW 110aM a� rIIY KPNA a W41g1 Yl CIa1bY,6 MMFYOa'.S,IM aI20 Accordion Shute HV. RXE ®1 W/ OR W10 RV.. (AWING No 17-10 M CONCRETE ANCHOR 0 1a• O.C. I to a) T/z• 7WN. ryo.1/z• IVddC, O. O �EKISRRRNrNG GLASS MN, aP/RA11W� To gA4C4E /IOAI/R- an ERSnNG GLASS ' 1 —� POURED CONCRETE. A POURW CONCRETE UPED CONCRETE OR CONCRETE J OR CONCRETE /n� BLOCK WALL G1A55� '�� BLOCK WAL REOIURED ,n,. fBLOCKCONNI NEOWREO f f r A % J EXISTING GLASS / '+ 1/l `U,2 NINJ DISRNG GLASS i f To (SL .2. f, f POURW PEOVUNW CON' TBLOCK RETEWALL ON CONCREE JS•®'©'� ®^ l"Y I I ---- US r e (AUSE I' OR 2 MP%. ALUINUMCMOLE_______../ ALUTINUN LLO ANGLE(WSS-TB ALLEY) FT WOMTGM(1)/4. • I.M.S. TA (z)1/AT TA NOx roS£{ OETAR. C FME Nat (XC. (OCATE T AT T' O.F (LOGTE ATONNWR WnW aGE a®) 1 OR//��N__//llJJEE wB >we •®w540E WN1, TO CONNECTION TO tWCKS ,(5 -04-0. O> ^V'N:^ 1V0•®'®'Q�`©'�,,L Q$^®'®^O•®^ �' ®®^®•®^�•i ®.0.®.p.®. 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N.A @ ®Pr qr ONE M.V. LOCK .® or pr �Q or INSTALLATIONS W/ O�a D HD LOCK ®1V/ NO LOCKING RDOS ar A� DIVE HV LOCK or I(S or r CENTERMA@ 28® 29 W/, ONE W/ NO LOCKING RODS Hpi' LOCK 30 W/TWO LQ NG (SEE NOTES 7,tt) RODS 35 TOP BOTTOM EE CC& W & vest-UATNXIS "N CONCPLTE & WOOD IFNAa WAIL YWNfIN6 FIDOa R/CEIUNG WML IICYNlFI6 (• Wt=) urmrFc r 4w=1 FloOR/fdN+C u01n+Irt+G SCHEDULE A3 MAXIMUM SHUTTER SPAN* 'L+' R 'L-' (ft.) INSTALLATIONS W & W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VALID FOR MOUNrea Q SHEET COIICRDE 7 � WSTN muaNG —a- wlvrtuu o.iJ as ncos MaA o F fro F L_(a W 16'-0' I IIY-0 35 IT-2' 40 14'-2' A5 15'-4• 1413• so la•-3• n•-,• 55 11'-1• 11'-I1• GO tW-2' 70_Iv 55 0'-5 10'-1' 70 6'-sr B-e )9 6'-9' INSTNIATION LEGEND CONCRETE & MANSOW WOOD WALL 'MOUNTING A B. C. D. E. N, N, O, P, 0, F. K & L R.S.& V. FLOOR/CEILING MOUNTING G, H. I, If, J T. U, W & X & M 0 WJUWu SHUTTER VAN'L+' OR'L- FOR INVAUATIONS INTO VNN)O SHALL. BE UMDED TO 105 pTf..AS& DESIGN PRESSURE RATING. t w CORNER CENTERWTt--1CFn Y E USED AT ALL NOUNRNG MSTALUTIONS. LOOKINGPgFlGipNS SHALL BE AS INDICATED ON CONOMON 02 NOTE 05. SHEET 5: tt EXCEPT THAT MASI SNUTTE, SPAN'Lt OR'L--• AND M0&MLN ASA. DESAa PRESSURE GATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHML. BE UMNEO AS FOuc S, 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-7P P•6.f. AND 8'_O' SPAN, SEE MOUNTING @ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 10 HV BLADE M17 MILLI WG l ECO,BIT f:. TILUT TESTING& ENGINEERING COMPANY Nv ua. ]eu. s1., RA ]01, y10yq 6�fI6, Rr®i. y IHwy : (J581l1I-IS.V .re. I MILi167I_�fiTI h. PL .167 AnSnS.A. American Shutter Systems Association, Inc. 4268 WestrooOs Drive West Palm Beach, FL 33407 (1) L+1 MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSMVE &SM. DESIGN PRESSURE RATING L MA%. ALLOWABLE SPAN FOR A GIVEN NEGATIVE &S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MANUUM SPAN FOR WALL MOUNTINGS (TOP/BOTToM) ON DMDR/CEBING: GNDF A POSITIVE AS.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEUUIE GWEN A NEGATIVE ASM. DESIGN PRESSURE RATING; OETERWNE UAXUJUM SPAN 'L-' FROM SCHEDULE FINAL MAXWUM ALLOWABLE SPAN IS EOUN TO MBBMUId DETERMWED SPAN BETWEEN 'L+' AND 'L- (3) PROCCWRE TO DETERMINE MNJMUM SPAN FOR COM8014RONS IN BETWEEN IYNL MOUNTINGS W/ ROOR/CDUNG NOUNTINGS: FOR A GIVEN PaSRIVE A.&D. DESIGN PRESSURE RATING: DETERMINE: LI+' MAX. SPAN FOR WALL MOUNTING INSTNJATMNS L7+" MAC SPAN FOR FLOOR/CDUNG MOUNTING INSTALLATIONS MR A OVEN NEGATIVE ASD. DESIGN PRESSURE RATING: DETERMINE: LI-m MAX. SPAN FOR WALL MOUNTING WSTAMATIONS L7 MAX. 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ANCHORS TO SUBSTRATE SWLL SEAS MUJT s:- FRYING POURED CONCRETE (wn To - O f McNDK AS IRNWMIURED BY LT.W. 8WLDM (MY,. fP . a IR•] AL POWS SOa.`Y, BOLT k SPECW.TY CDWAv. (LAP. rR . ] Q RORIOA FASTENERS DRELT', M. (MNR re - 2 WQ IR NECKIERAND F TRIN THE MIDUCAN SHUTTER SySTryS AS DM INC NOTES: AI) IlelalUNN aNBF04AEI VIT0 POINTED CONCRETE OF TAPOON OR TIPCON WON AE.•ANCED THREAOORY TECFNOOGY ANCHORS AND IAPPER4 Maim S 1 3/4•, AND FOR BWE TM W/ CAP MawRs S 1 1/27. A2) MNIUUU DANDIZER OF 1/4'• . 3/4• ALL POINTS SWO-SET MCNIONS SWL BE ]/B' INTO THE POURED CCKRETL NO aMEX DR INTO SRICCO SNNL BE PERMT E 1/4-1-00 S.S NlCIbE SaIEW IISfD STEAL BE 1 1/2' LONG MINWM SNO0.0 STUCCO EICK. ACI T' LONYU4 FOR Rlll.s WIM NO SILICOD. AJ) IN CASE THAT PRECAST STay PRECAST CONCRETE PANELS. PAYERS W ANY NENEL9 BE iOLWO ON ME EM'RNG WAL OR FLWL. ANCHORS SNOU. IE LONG ENONGI TO REACT THE WO! SITUCIURE BETA SAID WAL {WISHES. A CHORIGE SHALE, BE AS INDUATED O! N016 A1) k A]) IOO4L FOR O6TNE/.1gN5 ON NML SD]NG OR ENS mH OR MMWE OETK SNOS CONSULT THIS ENGINEER. MAI OATAUn N INTO TITS NTNN META! SYUOS SEE SEE! 20. (B) To TIOSIOG CONCRETE BLOCK: OzTu C-YE)) I/4'0 TMCAN OR TAPCON NTIH AOYAVCFD IMIENOFOTo1 TEOO10.0UY ARMORS, AS uNNUFACIUREO BY LT.W. asuhX I/4'• . 3/4• ALL PONDS SIXNO-SET ANENOTS, AS ESITITWED BY ALL POWIS SCREW, BOLT k SPECPEIY caWMV. 1/4•0 BLUE TM CONCRflE ANGIORS W/ CW AS MMOFALTOREO BY 1LO0M r,,,WN, ORE,, NO 1/re TAPPFA. MCNORS AS WTNFACIUREp BY POROUS PASTEMAS, M.. MG ESROBUTEO W ALL PONY SCIEYA BOLT k EPEC W as"PW OR ANY NMER APPROVED UEENEm as AUMDSTEO MOOR REGSTEPID WTM THE AEILOW SRERER SnmcS AsEcoATIM. M. NOTES OI) MNIIYUM EMEOMENT INTO CONCRETE gpON OF TAPCON, BLUE TM W/ CAP ANCHNRS AND TIPPER. MCNORB IS 1 1/4• MO E,E,, TOTH M MCEO MREDFDRN TECNNOL00Y MOLARS a 1-. B.2) UM OM EMSEOME T OF 1/4-0 . 3/4- ALL PORTS SOID-SET MYN ORS SOUL BE EHRRRY EMREOOED INTO ne CONCRETE BE,,, NO EYBEDMENF WTO STUCCO SNI:L SE PFRAIRTED. 1/4• • 20 SA. nAC1ONE ECRES usEe SNAE M I I/2• L,NG IONIMU, NG,,s STUCCO ETOST. AND 1' MNRNM MR NHLS WIM NO SNCC0. BJ) W CASE THAT PRECAST STONE. PREOLSF CONCRETE PAIRS• Rolle; at ANY YLNEFIR BE MORE) ON THE EICIRMI YGN. OR FLOCL ANCHORS. SOEL Br WNO ENNIRa1 To REACN THE TEAR sTRucrun BEONO SAD WALL nNessS, AHCNORMI SN,LL BE As RRrATTO ON NOTES B.T) k B.2) /.BONE. FOR NSWlARG E ON W SONG OR an ,T, OR WOWI YET& $TESTS coS T INS. ENGINEER .FOR NNSTAEAINN We M NIIH METAL STUDS SEE SHEET 20. (C) ANT"MRS STEAL K NSTAIFD M uOTNNO ALL W TN[ FECOMYENOAIWNS MD �DDRS OF THE ANCHORS MMUFAcftsNaL (a) SEE. SCNEDOE BaI FOR MCE N.STw1S 11a1 Hnno ME NSM EyiRS He SPACING Ec,,MUjr• ogAN �p,,, ••—•••••••••• ••• mvnma. M9RMNM MpHOq SPACUIGS ARE %AID FOR FOGC W BT, NIDYATED BROW. FOR L 0. 1F55 RlW 1NE NIOOMFa, REdI, AlCiOq SPAONO BY MITMLWNG SPAONC SIHOAN dN SCEOIR[ BY ME LOIHOTANC lAOOR£ RLWCN'SP/fJNa ,RAKED USNO iICTOR $TEAL NOT RE LESS TNEN MINANM SPACN O INOCATEU MR ECN MiCNOR TYPE. FACTO! ME TAPCON TMOON WTM AOYMCED THREALMAJA TECHNOLOGY ALL POWS11110 SET BIDE TAP W/ CM TAPPER i DICTANCE MIN. ePApNO E.D. LAN SPACING - ]- MR. SPACING . ]- vM 59MNN - J 1 /2' wR SPAaxo . Y a .- .- Po ETE aRTE k CGAWTEIEE FW✓90MaE1[ @CEQ 9OX McREa k POURED WMXETE k W,aE1ELDLD( Y� IN CD.o Ix "EO-L HATE UN CnIfA£lE31 W IM. -.r W M�EL S' 2 1/2- IA. - 090 IA OAB TA 0.04 IA CAN to 2' - 0.71 -- I ale - 0.01 1 1 T oAS Dm1] mT¢o, INC. IS > : IL�EC0 * ; TILT TESTING k ENGINEERING COMPANY LLES NW LN. $L. SL. YH. W WA CNgpq ,LPEn N r PI : (Ra)aTl-ISb . rP.: (Eae)m1-Nett L-,mk mWwm.m„ M. INNROSE• WATFA A T . ) LP.L AAA.& American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 W2017 EASTERN MET& SUPPLY. WC. —a—E—R—TRAIMT, Accordion Shutter Syste) KV. 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