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HomeMy WebLinkAboutSET UP-INSTALLATIONS1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALVMON DOCUMENT (P£D.J IU9 BEEII VDDHfO Nq OOMPU,WCE W ILCOgOM'CE WITH VINE 2017 (ESN CWfgH) OF ME FLORIDA BURDWG CODE MS ACCORDION SHUTTER SYSTEM SHALL NOT BE WHILED AT RICH VEl HURRICASE ZONES. OLSICN WIND LOADS SKAI BE OEIERYIM1Rp AS PER SECTION 1520 OF THE ABOVE MENTIONED EOOE, FOR A el94 WIND SPEED REOUNED BY THE JUfl501C110N "BE SHUmR WILL BE INSTALLED WIN A DIRECTIONALITY FACTOR Kd-0.85, USING ASCE 7-10 MO SHALL NOT EMCEED THE MUM M (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SWEETS II THRU 15. 19 & 20. IN ORDER TO VtlbiY ME ABOVE CONDITION, MINUTE DESIGN WIND LOADS DETERMINED PER AIR E 7-10 SHALL BE FIRST REDUCED TO &So. OMIGN WIND MUGS BY MULTIPLYING; THEM BY 0.6 W ORDERTO COMPARE THESE W/ M. (AWOL) DERRM PRESSURE RATINGS INDICATED ON SHEETS 11 BARU 15. 10 & 20. W OTOER To MEFUY THAT COMPONENTS AND ANCHORS ON THIS P.E.D., AS TESTED, WERE NO OVER STRESSED, A N i INCREASE W ALLOWABLE STRESS FOR WIND LOADS WAS IBEE USED IN THEIR µALYS9:. HQVEYM, A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERNA H.V. ACCORDION 'SHUTTER SISRYS ADEQUACY FOR WIND MD LMGE MISSILE IMPACT LOAD HAS BEEN Y,,M W ACCORDMCE WITH SECTOR AR REP1609.1.2 OF THE ABOVE YENIIONEO CODE AS PER REPORTS- -HV BLADE O' /D214.01-03, /0715.01-03, jMoI.01-0l. /1214A1-05, 1017.02-06, 106W,GI-10 MD 10210AI-11 AS PER TAS-201. TM-12 AND TI-213 PROTOCOLS AND ASTI E-1885 MR E-1996 STANDARDS (UEVZE LME1. D. MND ZONES 1, 2 & 3) & /1220.01-10 AS PM TAS MI. 213 & 20 PROTOCOLS LARGE MISSILE, -W WINDOW RIME m 10505.01-08 AS PER ASTd E-1886 AND E-1996 (USSILE LEVEL D, WWD ZONES 1. 2, 3) BASIC PROTECTION ONLY MN 10>25.01-BB A9 PER T,, M2 PROTOCOL 2. W SLADCO AND W WMC W BLUE ® ARE DCWEGMM TO WIM W UNISON WIN EACH OMER UNDER IRE CO X LIMITATIONS MO CONDITIONS OF USE IN,LMED ON SHEET 19 3. BFRIN, MY. ACCORDION PINS (MY SREWS), USED AT BLADES KNUCKLE MD FOR OWECT MOUNT CONNECTION TO MM>Zi SAL. BE /142.75' AND j14A1.75- PFSPECTNELY. 4U)-Hi LIT STAINLESS STEEL SCREWS WIM 139.0 bGRIMMM i WELD GRIM D 180 U TENSILE STRENGTH, PINS SHALLBE COATED WITH BMUKA, W GMROSHIG_, MONO S,RT, AS MWUFACIURED NNN SEWER BY APPROVED COATWC APPLICATORS, REGISTERED WITH A MERICAN SHUTTER S,,WS A,,,,MON, PINS ME, BEAR ME W UAMNO ON MDR NEAR. 4. ILL ALUMINUM EMTRUSIONS SHALL BE "MUM ASSOCIATION ALLOY MD TEMPER AS INDICATED ON SHEETS 2 MIT 3. MUM WEUI STRENGTH FOR UU-TES ALLOY IS 30.0 W MD MY WI TOR 6005-TS ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AI51 5010 OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50016 WIN 50 W MIN. WELD SI ITMH AND 90 W M. TENSLE SMENGM. AND SHALL COMPLY W/ FLORIDA BUIMNO CODE SECTION 2411.33.4, S. SOUS TO BE ASAP A-307 GXVµaEC STEEL, OR AUR 3" OR 316 SERIES STNNlE55 STEEL WITH 35 EM MINIMUM WELD STRENGM. 7. SEE ME FO UNKNIO SHEETS FOR ANCHOR SPECTcAnON9 W CUBE T2•I3.14,15 AND 20 W BLADE QQ & O WORKING W UNISON: 72. 13 & IS & THIS BEHMA HV. ACCORDION SHUTTER SYSTEM GEMS A US, PATENT 16779,W2. COMPONENTS OF Mei APPROVAL ME COVERED, IN WHOLE OR W PART BY US. PATENT 15'458,170 ISSUE, TO EASTERN METAL SUPPLY, INC. 9. IT SHILL BE ME RESPONSOM Y OF THE CONIPAC10R To YEBTY THE SWNONESS OF THE STRUCTURE WHERE SHUTTER n TO BE ABACKED TO INSURE PROPER MCHORAGE CONTRACTOR TO SEAL/GWUL ALL SHUTTER COMPONEB EDGES WON REMAIN. THRU FASTENING IN CONIWWUS CONTACT WITH THE RULING To PREvMT N1lIDfIWx INML90.V. 10, EACH UNIT MUST BEAR PMUXKENI LABEL IN A MOLE PLACE RIM WARM; NAPE: RORIC PERIODS OF WI MMANE WMNMGS HOME OWNER, TENANT. OR OTHERS, MUST PROPERLY CLOSE ALL NY MD Me CFJFIERIAAIES AND ENGAGE OR LOIX ILL W MD NO LOCKS. I" SHUTTER MANUFACTURER'S LABEL MALL BE LOCAIM ON A READILY MISSILE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 17099.3 OF FLDIUM BUILDING CORE. ONE LIBEL SHAUL M PLACED FOR EYMY OPENING, LABBINO TO COMPLY ARM SECTION 1709.92 OF ME RORIOA BUILDING COOS 12. DMNA, H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHIN. COMPLY WITH SPECS WDICATEB IN THIS DRAWING PLUS MY BUDDING AND ZONING REOULARONS PROVIDEDD BY ME JURISDICTION "ME PERMIT IS APPLIED TO. 13. (a) HMS P.E.D. PREPARED OY THIS ENGINEER IS GENERIC AND GOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, la. WHERE ME SIZE CONOTON4 DDUTE FROM of P.Ea (K) MINTUCTOR TO BE RESPONSIBLE FOR THE SELECTION- PURCHASE AND INSULLATON INCLUDING UFE SAFETY OF DOS MCDUCT. BASED ON THIS P.E.D., PROVIDED HE/SHE GOES HOT DOMM FROM THE CONDOM DEBITED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT ME IS ME CONTRACTOR'S RESP,N51®UTY. (C) THIS P.E.O. WIL BE CONSIDERED INVAIU IF ALTERED BY MY MGM. rdl 511E SPECIFIC PROTECTS SHALL BE PRIMED BY A FLORIDA REGISTERED MCNEFR M OR CITECT WHICH WILL BECOME THE ENONEVL OF RECORD (EO.R.) FOR THE PROJECT MD WHO WILL BE RENEW AESPOHSB(E FOR THE PROPER USE OF ME P.Ea ENGINEER OF RECORD. ACIWC AS A 001aarm MCUUM TO ME PLO. MGIHEE6 SHML SUBAT MIT TO THIS LATER ME SIZE SPECIFIC DRAWINGS Fag (0) ORGWL PLO. SHALL BEAR ME DATE MD ORIGINAL SM. MD SIGNATURE OL ME PROFFSSpW1 FNGINEFA Or RECORD TAUT PREPARE, IT. d AAA ''•GFNS • 17�� 02017 ILTECO. WC. SCANNED BY A� IL EC0, St. Lucie County S �bl (JI% !C • TIWT TESTING & ENGINEERING COMPANY W \\• MIS N.V. M0. 34 SM. SI3. YAGNN Wpp13FLBid ,b n 7Fo{RATA Phone : 005J6n-1660 . F0.: r305NJ1-ISN IFLIMILWOU1991,11 GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SKEET 2 SYSTEM COMPONENTS 21-37 SKEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPTGL WINDOW BLADE & WINDOW OETAIL ABTA 2• HV DLAnc Cl) AND HV IMNDOY' B AnF a (WHERE A_ PPI MARL w TYPICAL SHUTTER ELEVATION & NOTES ON LOCcs SHEET 5 WS'BILAVON DETAILS A-F. CONCRETE/BIOCK SIPET 6 INSTALLATON DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENIERME DETAILS Iry SHEET B CENIERNATE ALTERNATING DETERS W SHEET 9 END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 1O MUM M SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SWEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SKEET 15 INSTALLATION DETAILS M-R. WOOD SKEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & M. WOOD AREA 3: HV WINDOW RI ADE Q SHEET IB QNI Y TYPICAL SHUTTER ELEVATION AREA 4: FP/ WINDOW B ADE in ONLY SHEET 19 WSTALATION DETAILS. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF To A.S.SmA. American Shutter Systems Association, Inc. 4268 Westroods Drive West PDIm Beach, FL 33407 UE L Accordion Shutter System MADE ®1 W/ OR W/10 N.V. WPOWF MADE IAWING No 17-107 IDER US PATENT 6 545ST79 I WINDOW BLADE• OF USE OF 81AI ON SHEET 19 W/ HV ALLOY OBJ' 1 OB)• R 11 HV CEILING HEADER 0 FlED FOR USE W/ HV BUOE 1 ONLY, SEE SECTIONS FOR VAUO 6063-T6 ALLOY AND TEMPER MN %YN Y YN 1 1• .C5T ib SIDE ANGLES O ALIfIED FOR USE W/ HV e. A• B a (DW-JUNIYERSAL FLOATER QUALIFIED FOR USE W/ NV BLADED 5005-75 ALLOY AND TEMPER V" HV HEADER/SILL QUALIFIED FOR USE W/ HV B1AOE�1 ONL 6063-Tfi ALLOYY AND TCMPC ALUMINUM ANGLES QUALIFIED FO$ USE w/ HV BLADE l ONLY. 6063-T6 ALLY AND TEMPER 6063-TG ALLOY ( HV WALK —OVER TRACK QUALIFIED FOR Uff W/ HV B ADE 1 6063-T6 ALLOY A 0 TEMPER m PONENT I ♦ I B I T1 Ts © f• 5• . 1I wa- O Y 5• MAX. 1192* 0.192' 19 ].5• 7• MAC 0.190• 0.190' 2• S am. C.139• 0.131• HV s0'/180' STARTER OUAUFIED FOR USE W/ HV BLADE 6063-TG ALLOY AND TEMPER 991• 8L] A L 9• .910 @) HV TRENCH TRACK QUALIFIED FOR USE W/ HV 'SLADEnl ONLY. TEMPER HV RAINGUARD QUALIFIED FOR U($7jE W/ HV 6063-T6 ABLL�OYEIIID TEMPER. V",. • .. = omn mum. We 02917 EASTERN METAL SUPPLY, ME. �jCENS'%. e% B RT A V,M A.S.S.A. Accordion Shutter System y 1 L E C O 1 M. HV. BADE N1 w/ OR w/o HV. wlUD &Am i � %6/e) i �' J TIWT TESTING & ENGINEERING COMPANY American Shutter Systems n. x xstwmax m e eP,,,,,, a,; La o /ATE OF i a1s5 AW. Sati sE M. x5 nWaRA tAVPDA..1eBB. Alt Aesoelafton, Inc. 1 DLD 1s-otu ) I One O7A]7/17 OAx Pnm.:: (e9e)e71-1vB. r.r. p9s7eTs-s5J1 4268 lYeslraads Drive ] 'PIP,•••. ORION X4A d -^ a MMCWo . West Pa.'.. Beach. FL 3J407 3 DRAJWNG No-/ 0�1.�1 et�`v1111` WATER mU1 1. P.E. A j 7� i 6 / D c �i,/7hrl'MEAI. Jn.T ACROA l 1 .167 W „-,.- wj ♦ Sw') � I � PAATL4 I P—f0 _pf1 C GCT 81 • m � BAAiP P.tl(Im P+ 'RAl _ A�RY6�" PJUSs C,wOW ,f� _ PLATED) (ouwe wA16v7 ��J )6 L_J 1 ®�1S ®HV EGRESS LOOK OUAOFlED FOR USE W/ Fiv BLADE 1 ONLY - r I e)s•I QUALFIED FOR W/ HV GUNJnED,�[[OR USE W fi063-T6 ALLOY AND TENPE ��� 6 ONLY. BLADE(1J& US ONLY. w C% _HV CORNER GENTERm Q9� M1 Q TAN FRONT ELVAOGN r, „ WERMATE LOCKER FOR "T" LO K GCurcaueTcFOR�Lo KC�un�uerr �.000AL1FIE0 FOR USE W/ IN BLADE 1 ONLY @ HV�MALET" LOC�rcu�c�uen QUALIFIED FOR USE W/ RV BLADE I ONLY 608]-T6 ALLOY AND TEMPER // 6063-T6 ALLOY AND TEMPO 0U�6063-NFOR S ALLOY AND TCYP[�ONL7 OUALR FOR USE W/ HV BLADE T & l^ 6063-T6 ALLOY AND TEMPER (@ LOCKING RODA OUALIFIED FOR USE W/ MV BIADEQI \ M63-TG ALLOY AND TEMPER INSTALLATION WILL REQUIRE A 7/1B. LLEO AT TRACKS FOR PROPER EM6EI / 1 • e� ® HV 3/8"0-1fi ACETAI ].181 ZA I 6 n 1]n rc��r r 0 AUFI�L'DFUSE W/ HV BLADE 1�& 6063-T6 ALLOY N0 TFUPER Cie. (SS"h HV 1 /4" 0-9n AIHI inA QUALIFIED FOR USE W/ HV BLADE IQ O HV "T" LOCK QUALIFIED FOR USE Y!/HV SLADEQCNLY. 61e• - 16, 60' AFTER RNLIM BEFORE RIVETING 1 f4"m-20 RIVNUTe 20]4-T] ALLOY) L1R6E RANGE T,N 6]4 AS YVNFAGNRm BY AA lfr. Mb JWS(Y Gnu ON VOA. BY-ALIERNATIVE LOCK UU HLD FO$$ USE 1V/ HV BLADE VONLY. TRGY9NRN CaJB)ER OR KEY OYUNOTR 047Y W I AIRS• uR,. ,INYBNRN ,. p fYMNOFA un nnv BY REGENT H VW®LOCK BY SERIES Y]]] NOON BOLT LOER. -OUALIFIED FOR USE W/ HV BLADEQI & OA `Ill' d i 00 O .Nfi• 4 m O 04 - 1A11111Iw� �/ �r✓_ o2017 mTEW. 01G, 02017 EASTERN META. SUPPLY, IN, T 7 Z A S S A B RT TM :T IL E C O INQ. rdion Shutter System * eJ' /• H.V. BADE ®1 W/ ORW/0 HV. WMD3N BADE ] * TIWT TESTING & ENGINEERING COMPANY American Shutter Syetems EY, 613Gwn6N wtt OMMI 6.: L4 STA A"r R• 6eln R. a.. w]. TYvu cN+aNs Tam, u,6 Assoolofion, Inc. I an is -Des Tn7/1 orrc D7/n 17 _ A� PAwe : L:GS)e>I-Isu . rm : rymTml_Isn 4268 Weslrootls Drive ] Xf ••A20RIDp •. rt LAAL 00-L0005 1. °" 47es1 Palm Beoch, FL 33407 ] OKAYING No ss/AkAi, ��a'' T4 A A iW Pi. p ' 7_in ' 07 P FQ a monATr nOROI. Lle 1 4r167 _ SHUTTER ASSEMBLY SCHEDULE FOR HV HV 1D HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES e.870'x3/16' THICK NYLON WHEEL 0.188"0 AISI 302 SERIES S.S. RWETS 4® HV 1 3/4' ACCORDION PIN W/ #8 HEAD ® HV 2 3/4' ACCORDION PIN W/ #8 HEAD x` ® POLYCARBONATE IMPACT RESISTANT HV WINDOW .L o757tT (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 7Q OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 "it", e0324• BLADE WHEN CORRESPONDING TO INSTALLATION SHEET 7. r 0 (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER O SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'B7 SHEET EXTERIOR A i FOR OOR ® EXTERIOR 0 HV Pa1 © a.;"2 OR QIA N KNUCKLE. (RE NOR fOR REQUIREMENTS) I I NI..A EMBLY I VI DOW BLADE DETAILS 07017 TIVC0. WC } IL ECO1aa. • TILUT TESTING & ENGINEERING COMPANY O P 4. b` ens a.. xw st su. 4Rs. sev0+es avms0, Hasa v Pmn, : pmNll-Issa . rm 1 (M15�71-ISTI Or✓• WAVO A UUUT L. PC P.E. SEAL/SIGNATURE/DATE R e0A Vc. 144161 POLYCARBONATE SOURCES FOR 4 vmlr+uE emas ail[K MMWIm ima4m eoomc[ m.Iex¢ 0 ovore awvm vm Rm e4u e/vi• aas N+' ro mumN alv oese e,sm PLL v_vo ,+a Y R,O AiN mM n.SW PLL nAfO PLL elnw4 Rmnvs even: ASN mw eNAm Pa+ vsam PLL SYa; W311I ASN mW q; i E40 { u4 PAK w mrewv Aau Doss o-1 ovss a-1 avn seV nmcx nN Rnx Las r vm t¢omva: .su 4�n ta✓IDL SIAa4111 IJ1a1 e(nW( ESN W eNll W lMP Pu n>®e vnKss eoaa PUT Vie PSN nm eu1 wa ,... P•t A.S.S.A. American Shutter Systems Association, Inc. 4268 WeslroaAs Drive West Palm Beach. FL 33407 Accordion Shut H.V. HALE @1 W/ OR W/0 KV. No 107 10 k FULL ®•@« I.L. oT III II • �• D- � �' R �• JJ N■I Q O• 0• 0• ©• O• I'J• O' 0. O• � O. O• O1 0• ©• 0• m• F ©a�a©. O7 a®a10 •®� (D-O • /®'�,«©•O •®a �•�al'3•�ga®.DJa TYPICAL M HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTEAMATE NE IN IDCK u ® SNAIL IE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OF SHUTTER SPAN FOR SPANS UP TO 105•, Mo FOR INST T10NR AT ANY NAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED To 0R Qy x 1/2• LONG MT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS IAAAOIGTac_"F MXUANCE OR FOR SECURITY PURPOSES, UP TO 1W0 NV )UPSIDE LOCK CONNECTION OF LOCKS TO &ITWO TES S111IITER ETEVATON. Ivv.6c eMUMerc rccnrUrcMAnCE. LUI:KINU Roos QP 00 AN ALTERNATIVE DEVICE AT STACKING POSITION (NON HURRICANE POSITION), 911, ' ONE NV LOCK ® S I E USED AT CORNER CE ANY SPAN UPSIDE OR INSIDE LOCK, NCR CLTRERMATE W/(2) 1//40-20 v I/2• LONG MT HEIO gS. NS.. 7nWO !LOCKING ROROMWI AF IICm IMaTrw, �e •nM eu•rr ne •e nnn.Rn �.. ��.•.. -�..__ ww ro An IN6NE UN OUTSIDE LOCK. ATTACHMENT OF 1/1'0-20xJ/P S.S. THUMBSCREW TO 0OR CEMERIUTES SIULL BE YAOE W/ 1/4'0-20x1/a' A1U11. RMEET NUT AS SHOWN ON SECTION HVE, SHB. ONE LOCK STOUT BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, A�]f e. ilANOATOR'Y CONdfIDN b FDR NF1'SfDME MOUNTING INSI I TIONS ONE )N LOCK 6 or ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12• MOVE OR BELOW 1 UTT 2 OF SHER SPAN FOR SPANS UP TO BSI•, AND FOR INSTALLATIONS AT ANY ELEVATION. IN LOCK @ or ® or qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or ® SYMME4R=L CENTERMAIE5 W/ {2) I//•-20 A I/2• LONG MT HEAD S.S, N.S. LOCATION OF LOCK SHALL BE AS INOIGTM ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ 0 OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. WWCNUT OR W 1/a•0-ZUxi•&S.M.S.—INTO 'A 1/4.0. 5/6• RNNUT.�}o ON MAY BE INSTALIB AT MI6SPAN OR 12• MAKWUM AS MID BELOW YIDSPAN. USE OF TWO LOCKING RODS ♦,1j' TOP AND BOTOM IS MANDATORY. , O ILL]MATT��, .PR LOCKS 1• (J}� : ONE ALTERNATE NO HACK© MATTE USED W UETI Or w LOOKS OR FOR PA ANY SPAN AND INSIAUAIC AT ANY ELEVATION. ALTERNATE BG LOOK 8 NAY BE USED AS AN INSIDE OR OUi510 LOCK AIIACMMEM Or ND LOCK Af TO ® IS M1/, 1ELT 11)gL00K IS. BE INSTALLED UTR RONFORCEMEW INSERT 5 AS SHOWN ON SECTIONS HDB-MVH AND XOC- MIMPAN OR 12• MAIDMUN BELOW OR ABOVE WUSPAN. USE OF LOCKING ROM EN R COMPLETELY OPTIONAL \lY ............ V uCENgF•.,.✓ Z 02017 02017 IBTETA, UIC, 02017 EASTERN MCI& SUPPLY. WO ER Accordion Shutter System Y.• IL EC O Ins. A.S.S.A■ •a + i ' * American Shutter Systems HV. RA E 01 W/ OR W/O H.V. WIFDOIN HARE --- Lv. Do PArz ORI.aI Br: Lc 9 :•• (, j 0 11LLR TESTING &ENGINEERING COMPANY Il•. Association. Inc. 1 OLO IB-089 T n I / wm 07 27 n / ., \\ Y1\ NSf MT R. Su. ]Of. NB2a VAfO6 NMG 121[ PMu : (EWW71-IM . ro. 1 (MS)e21-I]]1 4268 Westroads OrivO 2 a DRAWING No ••_ S •'••••• • \ _ / \�ILE SONALENN;d11 Bll,oa^• West Palm Beach, R 37407 MNAAnOU..P.C. 17—tD7 4 P.E. SE 91WAARE/DATE tea°" F'1187 SHEET _ GRETE ANCHORS POURED (SEE SCXfW1E ON P uw CONCRETE OR CONCRETE ELM CONCRETE REOVwFO 1 CONCRMp011gSp REDUU¢0 SHEET 1]) MUMS) RECUwED OvJ/CR4 95 CANCHORS 1/ CO CONCRETE . (STE SCNEa1RE w4 SHEET 1]) /. 19 f0R wE (SEE YwMH0001 P,RT 7) '/ .' / / 13) I (Sr£ESCNEOUIE ON Nit/O•T2' O.C. I' 1. w13 • /' •� / S f Yin. m MACHINEg4-S.S• USIND 1 4'-20 I)UIS E. D.• I I / L E 0.• J • E �= i' .250' Yea. [ I / I" /�^" p � � OwO y'A• ' m nes � PTIONX G4 uwYm tl Ipx B/¢��„„i.Y.0 IIBBIIIII 1 OR ®� 1 MIN. SEpMgN)N TO GU55 I E10�I 9Ammi Qy I ' Y°L SEPARATOR }0 I 1 COSTING rd.155 (SEE SCHmUIE ON SHEET II) SKEET 1 r"(SEE SCHECnnr ON SNFET t1) Y�yTWC I Goss ©HV WALL HEADER INSTALLATION BQ HV WALL HEADER INSTALLATION + KEYSTONE EnsnNc LI/5 me.0 pa: L I I ® ` I OR • I N. sEPARAnoN TO Duns I ' UW.CH IIOO TO GLlSS Eyq C✓�(SCE SCNEWIE W SHEET 111 , 1 ,tM mYa 0 ` ; (SEE SCHEOO F ON WEFT 11) sNM,11. w mu w 9Iam1® $ nUSTINa(OPTION& I I: Ll/5s--I Vr ` 19 E Ea ' i / J IB EO S.S. TO PHNNS 1RUSS NFIO IM WE SCREWS USING / i / / / MF,. 1/4'P-20v]/C S.S.PIIIWPS CaNCRETf ANCHOR$ 4' S.S.E RC CONCRETE ANCNENI / 1 @MO I' 1/4'-20 NUR 0 12' QC. �,�R ` TIN55 1aID SCRflY9 (SEE SCMECUIE CONCRETE (SEE SCHEWLE ON SHEET 17) I` / �' Nin. POURED CONCRETE SHEET 13) W/ 1/4'-20 NUTS 0 12' O.C. R)�On Y METE NICNORS OR CONCRETE MOCK REWIRED OD HV WALL SILL INSTALLATION SCHEDULE oN )RDTE (f)HV WA I INSTALLATION R N�M CO OwL ©( wm HV WALL SILL INSTALLATION I DOMINATION OF SECTIONS 4FGRTYPIGI.SHUT • INSTALLATION DETAILS W/ il TING SECTORS CAN OE COMBINED [, O. EDGE dSTAHCE (SEE SPECInGMNS ON SHOT I]) • SEE UN MNS OF USE FOR pUOE �EN SHEET IS C� HV BLADE AY TO SUIT ANY WSNI ATOM. A AAA ' FLORIDA BUILDING CODE (Non HH)h Velocity Hurricane Zone ............. .\$ �,.•C c :,.✓:=- OMl) T¢TVOX sec. ® .'7 N YET& SUPPLY. INC. NNNNEI 4 C i IL E C O tNn. A■S.S■A. BERTHATu Accordion Shutter System ¢�J American Shutter Systems Hv. snDE Sl w/ OR W/o Hv. W+weW 100E - -. "I �'� two.. '_<(.ta1, TIWT TESTING $ ENGINEERING COMPANY Associationinn. , x rnrnPnax w)[ Ixaxn Rc I,e, QR)QP; A an 1. F1u a4r®D. )tERnA 2T, 1 OID 15-095 ) 1 GTG m/2]/R so.. I ^ FeOnv I (]0.�)1-1°]0. faa t (y13)°)1-1T]I 4As 268 Wentroad MIIVe ] '-SAONALEN�?,elt " : tIMCoMaw. ` m-00pB' ° West Palm Beach, FL 33407 6 DRAWING Nc ••a•FAP✓• REL1[R A TLLR Y. PE 4 17-107 or CCAI /CICLIAn rIsc /Mi[ nAku Y0. [ 44167 5 cueR POUles(1 CONCRETE CONCRETE ANCHORS ' (SEE SCNEWIE ON SHEET T]) m0(E¢ savecof RECNREO I _�F'`..T..• ENE � so.DAE I OR �O NISTING � I 1 , i r Om 10 GIASS 1j /J¢m 6CNmUld ON y r ?/ wMut Ir.� Oy MICRON i i 9 L ," •'� J1.�! f IWAW GU55 B1O.3/4• NE% RISE, RK SCREks 12' O o Tz" i • , s y y / // I ©� EAt .c CONCRETE AICNORS /o A / f F - / f / OCE OF SLQ) IF Z (SEE SCNWEAE ON SHEET 13) / / W ,err/I, / r �1 / f ! A+PUCABIE EASTN6/y/"�/'f 41AS5� ONE or V / f x 'I y IlNrf / . �•' */ r I I ECDE OF SUNG IF •oL SPM IY+ APPYCABIE .'Y rOf 1 'S! 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'tt , ulll HFM TEN SLPEWS I Qw. SFUAR B14i3/4• RD HEAD TEN sCREWS G 9" ox. 1 1 - D 12. , 3fH. • , , 'P r OR I/4.0-20 $ 5. N.S. � CONCRETE ANCHOR$ � - t BIOls/4' v' f%`/� W/ NUJ Ce 9" of b (SEE SCNEWLE onLZ� A 6 • ]� ]/ 14' I ! 1/4Y�DOJ/f SS uJ /� %�j'. Useta tp'.-M 1 44- SHEET 14) 1/2 %- NUR / J` O IT OC, ` 'i . . ' � I � f EWE o / 17 18 R.W NW ENTRNI Fail / ! / IrI ]/a 1 T/e` l ,`"- � 1 N' r ` $LiE APPUCABIE �l /' .• /14A]/A• FIL So.S. • L. E.O. 41N, 59L) r / EU CONCRETE mom SEE NOTE 13(n ) 0 8• D.C. _POURED pa m POURED CON (SEE SCHEDULE ON OR CONCRETE CK SHEET 14) ON SHEET 1 PoUREO CONCRER SW NOTE 11](R) ON SHEET REWIRED OR GO,ICHETE OWCK ' OF14 POURED CONCRETE © REOuwED ®NW1W TASO. I LATIOP' REQUIRED © HV WALL WALK -OVER INSTA ATION W IXSYR1 P)RFtSTUIRG+ w. --resod LI y MANAYY'JHMfRR.SRJN tM. ' 1- NE SHEET t FOR Jmlal SHUTTER A$$EMW,Y • E 0. EDGE DISTANCE (SEE $PECIEICARONS ON SHEET ,,) T se5 i V&"n0N SHAL DE REMOVABLE VMW PWO, Q EII 4 TO AN OPERABLE EMif . S�Efg OONHERECT E U19 Wfl 2- MOUNTNC SECTIONS CAI BE CONBWED `Aj INSTALLATION DETAILS W/ C1� HV BLADE w ART war ro surt ANY InsrnuAnoN, IITFF A, "p� FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zane E • `Q II 1' y10EN,s .•,V.al �� 02017 [RTECO, INC. 020I7 EASTERN METAL SUPPLY. INC. I 1 L�' C o A� `� iJ' RT TM Accordion Shutter System J• //IIEE I_ �A� American Shutter S HV. HA•oE #1 Will, OR W/O KV. WNOOW RA0E •E/S1A TILLIT TESTING: & ENGINEERING COMPANY Y stems Inc. DEJanFRON DATE OR.SNN en L4 ". SAS tie. a.. St, . jes. MBENNA ry110JR NOAy willAssociation. 1 oW 15-085 F/n/1 M1Et 0]/2] n / ........ • vINN. ;:(]Os)m1-le]O. Po.: (3D5)B]1-1s]1 Nk0.e cam 4288 Westroads Drive a DRAWING • !dNAL EPVFill' Is-Qn West Palm Beach, FL 33407 J No "•nFAAA••" IRLID A 11LMr Jr. RL 4 1 7�t 07 DC CrA1/cICA1ATlme IPAR RORIDA LYL If 44167 • _.-.. ENO WA OUT 1AILS ON SHEETS 10 & 18 IL, r O. i 1n- /10.J7a' S.M.S 0 12- 4O.C. FULL lFttGMf. 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SFPI AIUNON o * IMEWON 8 • a 9 • 1 ON ®S11EEI 11) _ TO CHEUI (SEE SEu 11) IN [1147 .L <^®•® ----� ON SHEET 11) eN1EANR) - /j�� L - — - — — — _ our — — — — — — — — ------ cGNCPE E * Ax«Gus a 3 3 so- * a ® ll F�` r� a ® OUT G yr M. su« * (ExTEGIGR) HVD oUT FIFF ,,,,,,,N , HVE HVF** FLORIDA BUILDING CODE Hon Nigh Velocity Hurricane Zone' OMIT 1RRC0, M. 02017 EwSImN MET.L SUPPLY, CFC ;• J sF''•.? R A VTM IL C p A�SwS.A� Accordion Shutter System HV. RAM #1 W/ OR W/O HV. WN00N BADE TIWT TESTING & ENGINEERING COMPANY American Shaffer Systems oMmumoN oa ow,/ G Association, Inc. I an la -OM Pnw : (2o3-n VU , rax : (xslen-Im1 t Pal W Beach, L 33 T - TONAL EN \ a` V M o0aaumn DRAW NO No .: ti •""' G 1 ro-amaTlP West Palm Beach, FL J3d07 a -F - II///p11/ M4]W A IWR JA P.IL �7��0/ P.E. •SEAL7SIDNATURE/DATE MROA U` 1 44167 ° SHEET 8 OF 20 INSTALLATIONALTERNATE " " oc o MILE/FEMALE "T" LOCKS CENTERMAT S R c 1"OCKERS - / (1i HV BLADE SEE ENO CONNECTION DETAIL ON SHMS 1n h 19 OUT IN 1�°m ° 44''�� I suu ms,nl rcnn mr. wweam oX swar a `yr �-©•o b-o ®w k.fukutLINLL Iti4,F4 BU6m MIK NY.X.B. (( �� 7 w 8 O • 4£IGiffl W� 511Q1. WY QFw YSFL 111M 1165 /.RAW � 1 .Qlw�l.6�wA91.e3w U 4 SR XBIE B fBR M! lIX(® •�' IBnr, ax NRET a } ssR® 8... auWiw (mt{-o curl IeR¢ nuaF nW 9@F ,BINpR, vNa / BBRa u QRs. P . WNWMeSWptt. /.wa 6aAm MV ,EIRa o>, m ta,X- --------------------------------------- �N (9 NV. 2" OUT 1/4" m-20 x 1 f/2' S.S.M.S. B W/ 7/9"ID x 3/32" WINGNUT. ©0 NV "T" LOCK (OUTSIDE) y—* 2 02817 MUM. 81C ILIEG— TILER TESTING 6 ENGINEERING COMPANY B]!f x.w.. R S 3M 11MJOA sqa,' of 4 y vow : (3053B71-1830 . F. .-rmk Ill aecoLcem ® Uc nw RRO A RWf P.L nBRau / 44 !{18) \ E . -1 u_ 3�" � g A.S.S.A. American Shutter Sysfems Association, Inc. 4268 Weslroads Drive West Palm Beach. FL 33407 • m,xvo o- uXx.a mp X a® uXC o- Axn e «� YwIRY Ra11]G 'Y([9 f(lY Kpi,A a vun raR,u aBBBavo uwlao � eua0 Accordion Shut RV. 960E ®1 W/ CR W/0 KV. we (AWING No 17-107 MAXIMUM SHUTTER SPAN 'L+- OR 'L-- (TL). FOR INSTALLATIONS W/ CENTERMATES. (D & ® Or or W/ ONE H.V. LOCK ® or ® HD LOCK (aW/ NO LOCKING ROorDSor Or CENTERMAI,@' 28® 29 W/ ONE FQi' LOCK 30 W/TWO LOIQNG RODS 35 TOP &♦BOTTOM EE I Neswe R.NW cc1iD0 CON &WSTALIATWSO 1W41110UNTING {IOOR/COa uoulRwc u 0) 1 l - la a !a 1 L-M JO OR LEM 18'-0' I I6'-0' I6'-0" 35 14'-10' 14'-10' IS-2' 1 I8'-o' 40 1]'-10' t]'-10' 14'-2' 1 15'-2' 45 10'-I' 1]'-1' 13'-4' 1 14'-3" 50 12'-5' 12'-5' 12'-8- 1 55 60 1V-4" 1C-4' 11'-0' 12'-4' 65 Hr-10- IN-10' il'-I' II'-11' 70 10'-6' IT-6 10'-9' Il'-5' 75 lord' I 10'-1• 10'-4' 11'-1- 80 W-1 . 9'-6. 9'-8' 90 9'-3' V-]' 9'-5• 10'-1• 9'-0. e'-8' 9'-2' 100 a-9 - 105 8'-7- 7'-11' V-9" V-4' 110 1'-4' Y-7' B'-7' 9'-2' Its 8'-2' 1 T-Y 8'-4' 6'-11' 120 B'-0'1 V-11' 6'-2' B'-P 125 Y 6'-6- e'-0- 8'-5' 130 7'-8• 135 ]'-]' 6'-2' 7 -9' 7-9- 140 T-5' S'-fl' 7'-7' 7'-6' 145 Y-]' 5'-9' Y-S ] -]- 150 7'-2' V-7' 7-4- 7'-0• 155 ]'-0' 5'-5' 7'-2- 160 6'-I l' 5'4' 7-1' 6'-)• 165 6- IV S'-1' 7'-0' 6'-4- 170 6'-9' 4'-11' B'-11' 6'-2' 175 6'-T 4'-9' 6'-9' 670' 180 6'-B' 4'-8' W-W 5'-10' 185 W-5' 4'-6' 6'-Y 5'-B' 190 6'-4- 4'-5- 6'-6" W-6' 195 8'-J' 4'--I' C-5' 5'-5' 200 e'-3' a'-r (F-4- S'-3' 205 B'_,. 4'-1- 6'-3• V-1• MAXIMUM SHUTTER SPAN* -L+' OR -L-- (ft.) FOR INSTALLATIONS W/A ONE HIT LOCK IEir a, W/ NO LOCKING RODS (SEE NOTES t, t1). Iunu61l VIe l�p (� q�l CONCRETE & WOOD I n Vll 1UW11P1G k R60R/CRMG YpIMINR LN to 7 L - (a 30 16'-0' 18'-0" 35 I4-10' 1 IY-to• 40 IS-10' I 1]'-10' 45 tY-t' I 13'-1' 50 12'-5- 12'-5- 55 II'-10' I 11'-10• 60 1 V-4- 1 l l'-4- 65 for- 10' 10'-10' 70 10'-6' 10'-6' 76 10'-I' I 9'-10• 65 0'-6' 9'-6 90 9'-3' 9'-3• 95 0 B'-9' B'-4' 105 W-7' 110 8'-4' 7'-7' Its 120 6'-0' V-1 I' 125 7'-10- 6-8' 130 Y-B' e•-s• 135 7'-7' V-2' 140 7'-5' 1 S'-II' 145 7'-3' 1 5'-9• ISO 7'-0' S'-7' ISS 7'-0' 5'-5' 160 6--IV 5'-2- I65 6'-lo• 5'-t' 170 6'-9' a'-I1' 175 6'-7- 4'-9- 180 V-6• 4'-8- IRS 6'-5' 4'-fi' 190 8'-4' 4'-5' T95 W-3" 4'-]" 200 6'-2' 4'-2- 205 6'-1. ,J 11 / AA%IMUM SHUTTER SPAN* 'L+- fl -L-- (ft.) INSTALLATIONS IW & W/ ONE HV LOCKS OR W/ NO LOCKING OOS WV o FOR u0U eN0 Q1L SNEET 7) CONCRETE Ain 06KN INSTALLAlI0N6 p �¢ ROCK/[DUNG YOWIRkp W,J OR , a - 30 16'-0' -- ID'-0" 35 15'-T 16'-10' 40 1"-2' 15'-2- 45 1.1'-4• 14'-]' SO 12'-3' 5'-1' 55 11'-Y fi0 10'-2' m'-11' 65 9'-5• 10'-1' 70 75 a'-9• INSTALLATION IEG.END CONCRETE & W000 MANSORf WALL A. D. C, D. E. M. N, 0, P, 0, MOUNTING F, K & L R.S, .& V. FLOOR/CEIUNG MOUNTING G. H. I, It, J T. I.I. W & X & 11 0 MXODUM SHUTTER SPAN •L4' OR -L--' FOR INSTALLATIONS INTO WOOD SUAL- BE UMREO TO 105 psi. AS.O. DESIGN PRESSURE RAIINO. t W CORNER GEMOWATE 13 MAY BE USED AT ALL MOUNTING USTALIAnONS. LOCmNG SPE""'ARTHS SNAIL. SE AS INDICATED ON MANGATONY CONDMON /2 NOTE /5, SHEET 5, tt EXCEPT THAT M6#UUM $HURLER SPAN'L+' OR T.- AND MAMMIAM Aso. OFSINO \ PRESSURE RATING FOR INSIALIATIaIS INTO CONCRETE OR CONCRETE BLOOL SHALL BE UNITED AS FOLLOWS I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 PL6.F. AND 8'-0' SPAN. SEE "BUNTING ®ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 7' 10 HV BLADE FLORM 81 02017 Rime , Wa. iT� Erco , A.S.S.A. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems .3" nk. Ma 5I, "A JaI.'6 TNso' Nam. v" ABsocla+ton, Ina. F.. 1 (30J)D71-1530 . FR. 1 (305)871-101 4268 Weetro0a9 Drive •""'°'X th6 .ow L9-omens West Palm Beach, FL 33407 Wu1m A ewT ". pz NDRW U, / 44167 (1) L+: NAIWAUM ALLOWABLE SPAN FOR A GRAN POSITIVE A.9.L DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.M PEStGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE IAAXILIUM SPAN FOR WALL MOUNTINGS (TOP/BOTOU) OR FLOOR/CEUNG GIVEN A POSRNE ASD. DESIGN PRESSURE RATING, DETERMINE MAXINUM SPAN 'LA- FROM SCHEDULE GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE FINAL MAMMUM ALLOWABLE SPAN IS EOM TO THE M¢LLMU61 DETEWAINED SPAN BETWEEN 'L-" AND 1= . COMBINATOCONSR NroBETWEEN WALL DETERMINE w OIUNTINGS UM SPAN FOR W/ FLOOR/CLUNG MOUNTINGS: FOR A GIVEN POSTWE ASD. DESIGN PRESSURE RATING: DETERMINE: LI+m MAY. SPAN FOR WALL MOUNTING INSTALLATIONS, L]+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. MR A GIVEN NEGATIVE ASD. DESIGN PRESSURE RATINGI DETERMINE: LI-- UAX, SPAN FOR WALL MOUNRIIC INSTALLATIONS. Li-- MAX. SPAN FOR FLOOR/CLUNG MWNTING INSTALLATIONS. FlNAL 140OMU1JI ALLOWABLE SPAN IS EQUAL TO ONE MINIMUM BETWEEN 'Ll+. 'L]+ . 'LIB AND l7-' WITH RNAL 1LO0wu AS.D. DESIGN E NAXIWu ANCHOR / ... YEIAL BUPPLY, V L Accordion Shutter Syste) RV. MADE #1 W/ CR W/O RV. W MM MADE N. N DESCHM. UTE I amm Un u,0;v. 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TESTING & ENGINEERING COMPANY Pm,. (wO971-15o.Fax: (am)e>i-in a-mm4, a eoaei.cem W A A tll J:. P.C. m5UM u` / 14187 ' ' Ull ORIDA BUILDING A.S■S.A■ American Shuker Systems Inc. 4268 WetoDrive West Polm Beach, FL 33A07 CODE (Mon High Velocity Hurricane Z 02017 EASTERN METAL SUPPLY, INO, IERTH Accordion Shutter Syst HV. MADE ®1 W/ Q7 W/0 H.V. W1WO,V HA➢E OaMTE%,x wm: to -Oas UCAssociation, T ayLC r G�� IIEEi ANAL E� 111 .E. 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BEL Yu2A� Lr VSE rm NItt CY vim rr AI:• • \111 LI 11iA \ I. ANCHORS TO SUBSUVOIE SHALL BE As FOLLOWS: (A) TO EOWMO FIGURED CONCRETE Gum 1'C - - 1/1.0 TMCOR OR TMCON WMI AWANCEO MR, - 1/1'0 A 3/4"AU. FORS SOUO-BET ANOWS, - 1/4b. BLUE TO CONCRETE ANCHORS W/CA un,n A' - Ile. tIPPMI I — ----- � BY FLORIDA 1.1,11 .. N�IF.TTG WEN. (Min. rR - ] h0 PAN". (Min. VC - 3 bB a Ren W. BOLT A, SPEMW SYSTEMS ASSOCIATES. MO RDRS: AI) 41NWUY FMBFDMENT INTO POURED COUCRME OF TMEON OR TAPCON NOR MANI MRFAOFORY YEaMDWGY ANCHORS NI WpER, µCNORS S 1 3/1•• AND FOR OWE TMW/ CAP µVORS IS 1 1/2', A2) MINIMUM EYBEOMEM OF 1/4•0 A ]/A• ALL POWs SOLD -SET ANCHORS SKULL BE 7/B' INTO ME POURED CONCRETE NO EYBEpYEM INTO STUCCO SKULL M PERIIRna.. 1/1.1-20 S.S. WME SCREW USED BNAL BE 1 I/2• LONG MINIMUM SHOULD STUCCU MVE, AND) I' MINIMUM TOR WAILS VRM NO SIUMO. A3) IN CASE TIUT PR E WI S"R E. PRf0A1T OGNCRETE PANELS. 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AM a[9LN PRESSURE INTwO; .110. - 110 RICH. 1 WY. SNYII[N SWN: BB• J. ALLOWED MOUNONCS: A 0. D A H ON STRE15 B. 7: AS Wet M YOUNTRINIl!f.GMIjQ A 0. T. IT & w ON SHEETS Is A I% W)mUSF B[ H OR AT F IIY. 01 Ord= 5. (N W YiNCOA' VDE CN $IU1L OM.Y N10W A YNINUY M 5 OPEM1INCS (J•K HOLES) fOP a Pei TjIDE AT SPACINGS VOILA pl SHEET 4 l� (B) YW. CLFARNiCE iROf( ttIP OP BORW EDGE Oi HY MNOOw BIAK .ur Di I71Y ]Y NIXE roR NJ 1]Ylt BE I]'. (CW�WW B T BODE mum OUT FROM STMItRS AT ENDS WY BE w (0) W ICNOGW BADE ® MUST BE USED ALTERNATE TO A SLID W BIADEQI ITOOKKNOUT SMUDEP's M (E) CEfI(FPN11TE5 SNNE .LLWAYS BE (WADED ADACeR To A SCUD W BIAE£V1 AT E1110A BOB 0f THEY. (F) POLYCMBONAIE'M7 WINDOW BHNL BE (fall ED m TyAT TABS EACE ME INTERIOR Of THE OPENINO B G PROTECTED. W TONDU NSS'I MOST BE ONLY wE AND LOCKED MG A W SmWG root %HORDED W ASSA we. e. s1E ANGMP sPAHDxG saHEDIAE row wsruunaa GFro WTq'D FRYE 1 4 2 AB ON $MET Is. AS IiIHRTD BY SPAN AND CFSICI 1a1D (SEE NDT[$ I & 2 ONE). 7. SIDE ANCHOR WAGIN O SCHEDULE FOR RoaA wn IHN PONIfa CONMETE OR CONCRETE BLOCK wA ON 9NEETS 12 & IJ AS UYIIEO By SPAN MO DMON LOAD (sEE NOTES 1 & 2 ABOYD). B. YPDWY WMATIDM TO GV55 SCHEDUL)I. FOR A4TY "am. wW0 zaC YPnNYY sEPAW1Y1H ro aU4 111WUJ 1' A as• AnS.S.A. American Shutfer Systems Association, Inc. 4268 Westroads Driva West Patin Beach, Pl 33407 WWO17 EASTERN YETAE SUPPLY, NO, BERTH A TN Accordion Shutter Systez N.V. MADE 81 W/ OR W/O RV. WINDON MADE LY. N GFSCYVIIDN OA1[ DANK! B» LG I OLB 15- 7/D/1 MM 07/27 L 2 DRAWING No 17-107 1 t/]fie noss• mnf Is�L aMOL .n vNUEs 0- v. =_ No,.� L witDs A] le• O.C. u /4•. C. MK 4J0 96L IRA:A CNAvxn. 4 1, 40 MS a-ee 8 O 08 O.C. O 8' 0 04 ro sr11DS •/2- M /�' ra SCYbS GII , C. EtlSTNO NI6 onc"oR r.cr AS APnuGLml LXI611NG G --V I� u�N. aEFARAnO 40 * GEN RA IMITgTI0N5 AND CONDITIONS OF IISF FOR BERTHA (i)HV BLAT7 A.r.ORDION H IT'Tt=a SYSTEM INSTALLATION. TO METAL cn D WAIIc 1. MAX. AS.D. DESIGN PRESSURE RATING: +75, - 75 (pst) 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4. ONLY ENTERMATE(21 W/ 24 NV LOCK ARE ALLOWED WfIH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 3 (6- LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. t/z J8 ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR 12 CENTERMATE 21 APPUCATION WITH BLADE iO 4Jb 0 6 O.C. ., MS WALL HEADER/SILL INSTALLATION ZEXRNNG CV35 Min.) !MATES @ �2.666 4R,.r e o9' 43 1/4"a NOMINAL ALUMINUM EV 6063-TS ALLOY SEPARATION TO GLASS SCHEDULE P A 3.000- N Mo, WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1• 4 4' 4k UINGM ♦ I' 43 1/4-0-20X3" BOLT MUST PENETRATE 373- 1/4.0-20 THREADS O CONSTRUCTION PRODUCTS FAD—LOK HO COMPONENTS mm APRICMttC 6CALC 3/e•e r• I Z n 1/4• (rayd a 1/z' OrpJ I (Cool) HiTA lk, F (6'Min.) — Z4 - r u"n HV .. SLA K D TAIL HVF LLS]i Ir'(P {`. ?l/ I' 04p17 mIFM. RM. :...........� �ceNs "••. �£ = ILT EEcO ,H ''k I // i �'A• 71WT TESTING 'A ENGINEERING COMPANY mH 1L.. xa. a,. ,,.. aw, "m„! (MV. 1-lu av '�--e'-r� p ara" 1 pas)en-uao , F. : (ws)art-mat �•qF�[ORIDP(.a:a rlY. ']uNgTE1 G 1 • W42R A i 4' RL P.E. S EfDATE nURw u` 144167 IIN - 6 1/2-MAX. SIALK ** FLORIDA BUILDING A ■S■S■A ■ American Shutter Systems 268 WasAssciation, Ino. 4268 W89troods Drive WeSt Palm Beech, FL 33407 HFA00Tvvly pi65 SIDE CONNECTIONEy To TRACK CODE Hon Nigh Velocity Hurricane Zone 02017 E Z9; METAL SUPPLY,BERMF HA Accordion Shutter System HV. BADE R1 W/ CR W/0 H.V. WHEN DADS yrr OR,X Rn 1 oIn Is-aas r/zr/1 am o7/z7/n 7 a a DRAWING No 17-1 07 4 a SHEET 20 OF 2o a