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HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NOTES: I. BERTHA H.V. ACCOFNMM SHUTER TSYSTEM SHOWN ON THIS PRODUCT EVALVANON OOCUMEM (PBE .E.D.) HAS EN AROFIED MR COMPLIANCE IN ALCM MICE MME I,11 (ON MUM) OF ME iLGRM BUILDING CODE TH5 ACCORDION SNUFFER SYSTEM SHALL NOT BE INSTALLED AT NIGH ALM HURWOME ZONES. DESIGN WIND LEADS SMAL BE DERRNINEp AS PER SECTION 1820 OF ME ABOVE MENTIONED CODE, FOR A BASIC WINO SPEED RECUBtED BY ME JURISDICTION MOE MITTEN WU BE 1149 1) ANN A WIPCOOAA FACTOR Ke=0.85, USINO MCE 7-10 AND SHALL NOT DEEM ME WOMNJ (&S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I1 MINI 15. 19 & 20, M ORDER TO VERIFY THE ABOVE COMYTION, ULDMSTE DESIGN WIND LOADS DETERMINED PER MCC 7-10 SMALL BE FIRST REDUCED TO ASA. DESIGN WND LOADS BY MULYPLYMO THEM BY ITS IN OROERTO COMPARE THESE W/ MI (A ,O) DESIGN PRESSURE FANGS INDICAM M SHEETS 11 MRU 16. 19 & 20. M ORDER TO ARMY THIS COMPONENT AIR) MHENERS ON THIS PC 0. AST an. WERE NOT PIER STRESSED, A M X INCREASE IN ALLOWABLE STRESS FORT WIND LOADS WAS B$ USED W THEIR ANAYS15, H0WEVER. A WINO DURATION FACTOR CD=I,l WAS USED FOR VERIFICADON OF FASTENERS IN WOOD. CONTRA H.V. ACCORDION SHUTTER SEWS ADMILMLY MR WINO AND LARGE NSSJU IMPACT LOW HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF ME ABOVE M[MIONED CODE K PER AM REPORTS; -ARV PLACE 0 10214.01-03, /0715.01-OJ, /1004.01-0.5, j1214A1-05. 1017.02-06, OOSM-01-10 MID 1G210.01-I I AS PER MS 2,, TAS-2W AND TAS-203 PROTOCOLS AND AST, E-1886 ARD E-1996 STMOAROS (MISSILE LEVEL 0. WIND 201ES 1. 2 & J) & (1220.01-tD AR PER PAS 11, 203 & 11 PRO'll LARGE MISSILE -HY WNOOW BLADE IS /05GS.01-G8 M PER ASTM E-1885 ART E-1996 (MISSILE LEVEL D, WNG TINES 1, 2, 3) BASIC PROTECTION ONLY MD / 0725.01-88 AS PER LAS 202 PROTOCOL 2. Mr BLADE AND HY WNDCW GLACE Q ARE ENGINEERED NO WORK IN UNISON Wall EACH OTHER UNDER M£ GENERAL LIMITATIONS ANO EMOTIONS IF USE INO:CATED ON SHEET 19 1 BERTHA N.V. ACCORDION PINS (W SCREWS). USED AT PLACES KNUCKLE AND FOR DIRECT MOUNT CON, NECRON TO TRACKS SHALL BE I14YZ,75- AND /1491.75- RESPEMM.Y. 410-M AMU, STAINLESS STEEL GERM WIFN 135.0 k5i FIELD STRENGTH AND 180 ks TENSILE STREN0IM. PING SMALL BE COATED WITH BERNA HV DACROBKIEED COATING SYSTEM AS MANUFACTURED BY APPSERIES ROVED MARKS APPIKATORS. RECWERM MN MAERIEAN 5HIP ER SYSTEMS ASSOCIATION. PINS MUST REAR ME WMARMNC ON MDR HEAT, 4, ALL ALUMINUM OITRUSIONS SMALL BE ALVANNUM ASSOCIATION ALLOY AND 1E11PER AS INDICATED ON SHEETS 2 IS 30 me 3. MINIMNA WELD STRENGTH roq 6083-TER P110Y .0 WAND i35.] kai FOR 60O5-TS ALLOY. 5. ALL SCREWS TO BE STMNLE55 STEEL 304 OR 316 AS SERIES OR CORROSION RESISMNT COATED CARBON STEEL AR PER ON SM18 IBM SO W MIN, WELD STRENGTH AND 90 kW MIN. TENSILE STRENGTH, AND SNAIL COMPLY W/ FLORIDA M110410 CODE SECTOR 2411.3.3.4. 6. BOLTS TO BE NSTM A-307 GALVM'RED STEEL OR AS 304 OR 316 SERIES STAWIE55 STEEL WITH 35 kH MINIMUM WELD StRENGM. 7. SEE ME FOLLOWNG SHEETS FOR ANCHOR SPECIFICATIONS: NV BLADE 0' 1 12.13.14.15 MD 20 HV PLACE 0 & O WURKMG IN MEOW 12. 13 & 15 S. INS BERTHA M.V. ACCONOIM MUM, SYSTEM BEARS A AS. PATENT #6'77S.MDI COMPONENTS OF THIS MPROVA ARE COr£NEO, IN WHOLE OR IN PART BY U.S. PATENT /5.458,179 SSUED TO EASTERN MEM SUPPLY. INC. 9. IT SHALL SE THE RESPONSIBILITY OF ME CONTRACTOR TO ANN ME SWNONESS OF ME SFRU=RE WOOL SNIFTER IS TO BE ATTACHED TO INSUPE PROPER ANCRORADE cMTRAVM TD SEVMUE ALL SHUMR COMPONENT EDGES WITCH ROMAN, MW FASTENING IN Der"MOS CONTACT WITH THE MIXING TO PREVENT WIND/RAN uFMUSON. 10, SAfiM UNIT MUSE BEAR PMNANENT LAM. IN A WSELE PLACE WITH WARNING NOM DVRING PERIOGS OF nWCANE WARNINGS HOME AND HD LOCKS. OWNER, COMMIT, OR OTHERS. MUST PROPERLY CLOSE ALl H1' MD NO CEHiFRFM1F5 AND ENGAGE OR LOCK ALL FM it. SJl1T1ER IMAIMMRER'S LABEL SHALL BE LOCATED ON A READILY VSIBLE LOCATION AT ACCORDION SHARER IN ACCORDANCE WM SECTION 170 -9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL. BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WiM SECTION 1709.92 OF ME FLORIDA SMILING COOL 12. BERHA M.V. ACCORDION SIMMER SSIEIA'S INSTAILATION SHALL. COMPLY WON, SPECS MUTED OF MIS DMWNG PLUS ANY 6U LDING AND TONING REGUIMMS PROVIDED IW THE JMASDICNDN WHERE FORMES IS APPLBD TO. 13, (0 MIS P.ED. PREPARED BY THIS CHWNEER IS MNENM AND DOES NOT PROVIDE INFORMATION MR A SITE SPEOM PROJECT; i.e. "ME THE SITE CONDMONS DEVIATE FROM ME P.EO. (D) CONTRACTOR TO BE RCSPONSIBLE FOR ME SELECTION. PURCHASE AND INSTALA1bN INCWOINO LFFE SAFETY OF THIS PRODUCT• BASED ON THIS P.E.D.. PROVIDED HE/SHE DOES NOT DEVIATE MEN ME CONDITIONS OEWLEO M MS GOCUMCNF CONSTRUCTION SAFETY AT SITE S ME CONTRACTOR'S RESPONSBILFTY. (c) THIS P.E.D. WA. BE CONSIDERED INVALID IF ALTERED BY A, MEANS. (8) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENWNEM OR ARCHNECT WMCH WILL BECOME ME MOMENT OF RECORD (EOA.) FOR THE PNG,M, AND me WILL BE RESPONSIBLE PER ME PROPER USE OF ME P.E.D. ENGINEER OF RECORD. ACTING AS A OOLOUTEO ENGINEER TO ME P.ED. ENGNEEN SHALL SUBMIT TO TINS LATTER ME SHE SPECInc DRAWINGS FOR RMEW. (a) ORIGINAL PLED. SHML PEAR ME DATE AND ORIGINAL SEAL AND SIGNATURE OF ME PROFESSN)NAL ENGINEER OF RECORD THAT PREPARED B. TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BVOE &WINDOW DETAL AREA . F(LA R ADE (] AND_ H WINDOW r as - _ - (WHERE_ APPI I eB F) TYPICAL SHIBTER ELEVATION & NOTES ON LOOKS SHEET 5 IMSTALLATION DETAILS A-F, CMMUE/BLOCK SHEET 6 INSTALLATION DUALS G-M, CONCRETEISLOCK SHEET 7 CENTERMATE OVALS 4N SHEET B COMMUNICATE ALTERNATING DETAILS IN, SHEET 9 ENO CONNECDON DUALS 1-6. CMCRETE/SWCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDIBE- CONCREFE & BLOCK SHEEE t3 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R. WOOD SHEET 16 INSTALLATION DETAILS S-X, WOO, SHEET 17 END CONNECTION DUALS 7-12 & X. WOOD SHEET 18 AREA 3: HV WINDOW RIADr 64 ON Y TIPIM. SHARER ELEVATION SHEET 19 AREA 4: HV WINDOW RIADE n ON Y INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA a if P\?-.... ......�Yr✓" ENgF OW10 MTECD. WC, 020i7 EASTERN MEIAL SVPPLY, INC. BER VTM ` SCANNED ? IL EC O ,M�. A.S.S■A■ Accordion Shutter System v 8 r = j � � American $bYfleF $y9(Bme HY. MADE , W 8 / (R W/D FLV. WtIWN HARE TIIMT TESTING aM[ Bw,rom B. L.O.St. Lucie County = sr6t� 4M & ENGINEERING COMPANY w$I IN. Mai, m R vNs. 0 b wl PIARe : (3C5)3T1-ISTO w.: A8D00(C}IDn, (nc. 4268 Westroods D/i DAR 07/27/17 •. ¢ p P.N DRAWING No -A' 1— (3G5)an-la1 .-m.n: MLev0ea.wm""'w1West Drive Polm Beach, FL 33407 Lk. % A4167 07NLrz1FPE. _ 1�HV SOLID BLADE COVERED UNDER US PATENT A 5458179 1A HV WINDOW BADE_,, OF USE OF BLAD_[WON SHEET 19 QUALIFIED FOR USE W/ HV S, I. II• { 1{ { + 670 I t.6e6• Ca ] 9a' 11 HV CEILING HEADER 0 UFIED FOR USE W/ HV BLADE I ONLY SEE SECTIONS FOR VAUDI 6063-T6 ALLOY AND TEMPER MY %MN TMNI 1' O61' SIDE ANGLES JFIED FOR USE W/ HV 93${' I {SB' (31 HV ❑NIVERSA F OAT R QUALIFIED FOR USE W/ HV BLAOE(D 6005-15 ALLOY AND TEMPER HV HEADER/SIL QUALIFIED FOR USE W/ HV JIADE jONL' 6063-T6 ALLOY AND EMPER T ALUMINUM ANGLES QUALIFIED FOQ USE W/ HV DIADE 1 ONLY. 6063-T6 ALLOY AND TEMPER �� IFlEO FOR USE W H4 BLADE (I) �6063-16 ALLOY AND TEMPER 8O HV WALK —OVER TRACK ODAUREO FOR U$E W/ HV BLApE tff 60fi3-i6 ALLOY A TEMPER CroIPONENT A 9 TI T3 1F] x• 5• MAX.. 1/8 pB x' 5" MAp.1 D192• 0.19x• 119 2.5• 7' MA%,j 0.190• 0J90' Z3 x' r MA%.i0.139• 0.131• 910f7 XITO , Nt w2 Oz iL-I L ECO �} 1 TILUT TESTING & ENGINEERING COMPANY 6]59 HA. J6'.n. h, 54, 39X yFG," CWM15, f1LWpf y e Pno�w : (]0.3M11—I530 , F. ; 13051871-1331 iT33•L1 RIF QUALIFIED FOR USE W/ HV BLADE( 6063-TS ALLOY AND TEMPER 6• e{1 $ Ixv� sx0 (�)HV TRENCH TRACK QUALIFIED FOR USE Vf/ HV BLADE(11) ONLY, TEMPER A.S.S.A. American Shutter Systems Association, Inc. 4268 Ple.VoOGs Drive West Poim Beach, FL 33407 1� HV RAINGUARD DUAUFlED FOR U(y�)E W/ HV 6063-i6 LLDDYEAl TEMPER. Accordion Shutter System HV. RAM gi W/ ER W/O HV, WNO W RAM No 107 HV GENTERMATE FOR USE Y// NV BLADE ' 6063-T6 ALLOY AND TEMPER _ i �1 �1 T vuN 9 mart DUNAT LOCKER FOR "T" LOCK CENTEKMAI QUALIFIED FOR USE W/ BV SLADEGONLY 6063-T6 ALLOY AND TEMPER 1917.gg 3 p63• t4 xHi =I L� n M1 �M1� at n�_ I HV MALE "T" LOCK CEurcauerc�y' QUALIFIED FOR USE w/ HV BLADE "81" Y9 6063-T6 ALLOY AND TEMPER V V� WCKING R 33� QUALIFIED FOR USE W/ NV BLADE(1 & A 6063-T6 ALLOY AND TEMPER 0 LOCKING RODD QUALIFIED FOR USE W/ HV BLADE; 6063-76 ALLOY AND TEMPER 4nsP S6C6I HV 3/8"0-16ACETAL J • P 1 j( �I • I pWfD P.aT".EO 316• �� 6Rt5S MLiDEa BP/55 CRPOW WARD) ® HV LOCK HV EGRESS LOCK 6. 6p?6:1 QUALIFIED FOR W/ HV QUALIFIED FOR USE W/ HV (2 , HV CORNER CENTERMATE l� ONLY • BLADE 1Q k (9 ONLY. ALIflED MR USE W/ NV BLAOEl,_IONLY 250. O.D. 6063-T6 ALLOY AND TEMPER PUSaC xW' �— ,_S)e•_ ,�y%.��6. D RF--_ �As__^ W1G . MOIDSwLTiav L.$�1 'f L:J6D-AFTER, RIvETNG Ipe BEFORE RIVETING S.S. THUMB�racw 1 /4"p-20 RIVNUT• _ �smlls BAu uvuaw (]o]A-rJ ALLO1) vRa ruxu mx s"6LT "aEcW, PAW / 002D. As M 6I ACNWRED In AY °ss6• c"mar YINORN. "ES"Pim. IYD, use, M, 0R ux. IV FEMALE "T" LOCK NTEauerE HV "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE exJ HV BLAOEONLY Ql/ALIFlED FOR USE QUALIFIED FOR USE IY/HV 6063-T6 ALLOY AND TEMPS/IIV/HV BLADE t1j ONLY. BLADE T ONLY. J.I61 KEY LlyryDEpER 4-5 O.B73. 11M. ^ W '"�i' 1 .136' Mve Oa" HE CENTF� INSERT QUALIFIED FOR USE VI[[ HV BLADEh 6063-T6 ALLOY ANtl TEMPER qD.� 21� j6 DW49ryRN i oe rnwDEa pR KEr 1.s] w cnwroER HA LOCK 0-20 AISI 304 6Y RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. S,FRIES S.S. THUMBSCREWS DUAUFIED FOR USE VtJ NV BUDEOI & QUALIFIED FOR USE W/ IN BLADE (i). L7 nPAA QI III nlMr rnnC N__ u.-. Tr_. _ _... u \ARILIII P\"• V\ ANY l( /j✓ -_ .. l * /� Tf 'i STA ,f 'F 03017 MTEOC. INC �,� TILLIT TESTING a ENGINEERING COMPANY vss N.". Lea.::, m, Jas. aPCRA O�Rpaa, nam. Jsm U05Nn-133o . Yc.: (JwA",5J1 -"a�mt«waa.cem am6n] -uNR A TWr "e P.E. FLORMA Le. IT .6I A S S A American Shutter S YS1Bm9 Associc8on, Inc. 4268 Westrc Drive West Palm Beach, FL 33407 ®ZOt] EASTERN METAL SUPPLY. INC. BERG A r� Accordion Shutter System KK �i W/ OR W/0 NV. Whom GLADE Ev. R o6s0mmoN 0AR ORuw B1: Lc. 1 OLD a -Des ]/x>/I a+.tt: m/x]/t] ••,;1Q91Q�L;akA ,,YA s� � Tt1T P.F•�$fA Ail'P/r%(16TC ] ] DRAWING No 1 7—' O7 ..-� A s SHUTTER ASSEMBLY SCHEDULE FOR HV HV 7O HV BLADE 1 ® KV BLADE TA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING 4@ KV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.670"x3/16" THICK NYLON WHEEL. 0.188"0 AGA 302 SERIES S.S. RIVETS {G? HV 1 3/4' ACCORDION PIN W/ #8 HEAD � @ HV 2 3/4' ACCORDION PIN W/ #8 HEAD x` @ POLYCARBONATE IMPACT RESISTANT HV WINDOW I* (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO OR w HV (9 BLADE. TICAL SHUTTER ASSEMBLY N, (2) HV PIN ® MAY BE USED IN UEU OF @ AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D BLADE WHEN CORRESPONDING TO INSTALLATION 'I1", SHEET 7. (3) HV PIN @ OR ® W/ 1/2" O.D. 1/15" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET @ EXTERIOR fi2V 1 POLYCARSONATE SOURCES FOR 44 xvurAaE xaxr f1P:UA scOefA{S 6TCY)'10 wunxx maw i+>a. ffASYmt: sums aum esm era mu m! ' Pan m/n' re.mP.aE rsrn srttrrr. Am rose xxw o-..i esvv P..: wwn ana:re n aoo rm olw u..w >..� Meee lq]tLlS am ww au.aro c.; a.amo o-.+ rysoan xRo -- xm olx re n-v/o- n rr-m/a, wMC 0051M1 A.RM oNO .l. x ""a K d'MNL l]1u ow 1. aAa c-r aAa sf+l P1nl� uru Dram ow r pev'f >sA1�' un arss RaS1L SiF[rxM .SN NC 9bJ R.t !MR Ry. enwo `.iu%VC to""setae xuncmx .snr sa e.e1 P+� eeev n.�. ,r1 �r� •�\C:N(. ✓� : C2017 11LTECa. MC, 02017 6illRN MU4 SUPPLY, INC. RA Accordion Shutter System LL c O IE,-. A.S.S.A `•. TILLIT TESTING a ENGINEERING COMPANY American Shutter Systems KY. BADE #1 W/ CR W/O KV. VWMW BADE V. .4 scx mo er: w. �,�`•. 1namP: ;.'�. ,ad essa xa, amn s.. su, ays. aacmu crwars, ncxrs AeCCiCCR. Inc.inC. 1awnx )/o1e]rt/n WTE: a]/D/1J PMnv; SRO SJBb-15b.Fax;T]OS}9J1-IWf x�e°1 `ten 4268 We treads Drive West Poll Reach. .-•�—.. 0 s/ANAL ON : DRAWING No - xps ff9 FL 33407 a 641G A ilLLtt 11 RE x ' 7-1 07 _ P.E. SEAL/SIGNATURE/DATE 6ORT4 Uc 1 aisJ s cu.1 p�=t_e�rri�rr���n�� I�etin III 0 I�Y�Y�iI��L{7F31a�i1t�J '— —� U oil O' W. I Q �tisA© 0w0«10 10• 0�SJw©• TYPICAL 1) HV BLADE SHUTTER ELEVATION N.T.S. INr CONDITION II: ONE HV LOCK {1j 0r Ig SHALL BE USED AT 1/2 OF SHUTTER SPAN MR ANY SPAN M OR OwW 1/2 OF SHUTTER SP0.N FOR SFAIN, UP TO IDS', ANO FOR INST DONB T ANY HV OR ,Fj Or `4 MAY BE USED AS T N INSIDE OR OUTSIDE LOCK. ATTACHED m4 OR 5 W/(2) 1/vo-20 . I/Y LONG FIAT HEAD 5.5. M.S LOCATION OF LOCK SHALL BE AS ;L4 _ _.Ui1ER ELEVATION. OR LOCKS a WAYUSED AS AN INSIDE OR OUTSIDE LOCK. CON3 OR�2 SHAL-117 LOCATORAS INOKATEDON 1YPICAL SHUTTER ELEVATION. IDAMRY COMMON 2 L a1• LOCKNG RODS ARE NOT REQUIRED ATHURRICANE POSITION, BUT MAY .. BE USED IF DESIRED TO ENHMICE SHUTTER PERFO MANCE. LOCKING RODS Qj OR AN ALTERNATNE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. 'ONE HV LOCK " 0 SHALL BE USED AT CORNER AND INSIALLATIONG Ai OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/10-20 K 1/2• LONG MT HEAD SS. M.S. TWO LOCKING RODS CS AT TOP b BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 91g S ' ONE ALTERNATE NV LOCK �5 MAY BE USEQQIN UEV OF HV LOCN or FOR AN SPAN AND E Ns OF 0-20 AT ANY ELEVATION. ALTERNATE LOCK aq NAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT I/A'-20.3/A• S.S. THUMBSCREW TO OR 0 CENTERMATES SHALL BE MADE W 1 PO- RRVUTCr LOCKS AS SHOWN ON SECTION HOE. SHEEP & ONE LOCH SHALL 8E USED AT 1/2 Of SHUTTER SPAN OR TWO P LOCNS AT 1/3 OF SHUTTER SPAN. G. MANDATORY WNINININ 13 FOR KEYRTO F Mai RING N N ONE HV LOCK wA''ff 'GU or 6 or 8 SHALT, BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO Or.. AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or 9 Or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO @;. 0' 0 SYMMETRICAL cENTERYATEs W/ (2) 1/4'-20 n 1/2• LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, USE OF LOCKING RODS 45 W/ 0 OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. OF CORNER NOTES ON HV NT- LOCKS AND CCMTERMATCQ• CENTERMATE 1' EON HV T LOCK MAY SE INSTALLED IN UEU OF NV LOCKS OR $TOR ANY SPAN MJO ! STAUAnON AT ANY ELEVATION. N. usir rnry AT uev or „ern .............� - _. •ORO IS• ONE ALTERNATE HD LOCK S� MAAY-B�E USED IN LOU OF HV LoMS ay OR Dy FOR ANY SPAN AND INSTALUTIOHB AT ANY EL,EKV�ATION. ALTERNATE No LOCK (B MAY BE USED 0.5 AN INSIDE OR OU19e LOCK. ATTACHMENT OF NO LOCK TO Y_ti S W/ 3 QB . 3/B' P.H. B.S.M.B.. AND INCLUDES RDrvfpRCENENT WSEgT'S, AS SHOWN ON SECTIONS HOB-N /HD NDC-HOC, S�HPE�ET 31 LOCK MAY Be INSTALLED AT MIpBPAN OR 12' bAlI1MUM BELOW OR Apt MIpBPAN. USE OF LOCKING ROW i S COMPLETELY OPTIONAL. g...� •�EN" •�,r � J S croti IlLWOO. I.•rt. �L A.S■S■A. 02017 EASTEHN METAL SUPPLY. INC. m Accordion on Shutter System F /2. . . `A\ DLL17 TESTING @ENGINEERING COMPANY eia rm. asa. m.. m. om. ,nxoxa Uaexs, rLwu nre Pna,.: (xasyeM-Isw `-"' Ugr�Rl+�all, �^ 'Ot" 0. ry Jr. P.E. RORDA Uc 2 "uzF American Shunter Systems i Association, Inc. 426E Westroatls BYive West Polm Beach, FL 33407 Itv. BLADE ffT w/ OR w/o Itv. vArnow [FADE WmAmnFH DAR Dwx»er: L.c r OLD 15-O8G ]/2] 1 wA 0] " 00, f' ,{ G�'�tp\fir L1L -^S0�.... }" ,.rr ` P.E. SEAL"751G`91 RE/BATE 2 A ORAWINC No ��'67 curlT t s POURED r-CONCRER MaEces (SEE SCHEDsU ON POURED CONCRETE OR CONCRETE GLOCAr CONCRETE RED ED. HEMMED SXEEE 13) REWIRED 1/0'0-20F3/4' S.S. - CONCRETE ANaon T 8 r[htaNE CONCRETE ANCHORS M N_ SCREWS HEOUEE ON 1/0 HE (SEE SCHEDSU ON SET 13) l'.l (SEE NJuxwa®av all') W/13) SHEET 12- O.C. .. 1 w14j 1 kn. 1N'0-rsm314'SS. r.. EO CO N SCS v ___ y2 1Ex9 USING /Y TtUiS Ig CEO EO � 012 E of .250- MO.. ___ M 13 aR 15 I I _ a•^ y HUG. I aPrID1NL CD.• �o01oliu � awuw I ro aAv (aY y' I-iC9ME 9AV I • 1 OR I Mw. ExImNa w 9Q1 tR VW RAR® `ro• I I EPSONG _ SEPMUION TO GASS SCHEWEE ON SXEM f Gvss L UN. SEOAWnoN TO CUSS I (SEE SCHEWtL ON SHEAR 11) 7 0V5S-'�'---(SEE 11) e%ImNG GAS CA D ,� O/HV WALL HEADER INSTALLATION BQ BY —WALL HEADER INMIL eBON + KEYSTONE enm4c '_MIN. {1OR 1P• 1(SEE SEPARATION TO CUSS WHEWLE ON SHEET 11)FN SEE SCHEWIE oN SHEET It)_ExISTRtG ornorTu.I' Ep••_-j� `"itOPnCW1 Mm. VUA�qE 130015tIz•19 LEo lbSs. -ED/2- !-;`1B TRUSS HEAD _ ` --'—(f(— CONCRETE A4CNOR9 E0PHILU f0 USI G i ur y CONCRETE ANCHORS 1/b 0-20a3/° SS FMIWPS L i—TRUSS (9EE SCHEDUEE ON SHEET I3 POURED )POURED I 12' O.C, HEAD MACNJW SCRE155 SN SGHEOUtE ON w/ 1/4-20 NUR O CONCRETE J CONCRETE 12- O.C. CONCRu.E DLOCK w REou1Rm u1 EHEC OR CONCRflE BLOLK REONIRED (D`i HV WALL SILL INSTALLATION (SEE sc LE ON RED CONCRETE SHEET 14) drlrlNl OEY-JWALL SILL INSTALLATION OR CONCRETE OLSON WALL REWIRED Q HV WALL SILL INSTALLATION ennu TOTE TOR MND'rJA11ON aF SECtO ; 1_ SEE SHEET 4 EDR IYPRAL s4mlm • INSTALLATION DETAILS W/ AGSEMRLT N ANY WAY TOS9VT10N 0 IT �19INEO C 0, y EWE DIStgNCE (SEE SPEGnGi1oNS OTi SHEET ISJ • SEE Ula A1Wt15 OF USE FOR 6UOE �0. OR SHEET 19 W H V BLADE F A.7� "' FLORIOA BUILDING CODE Non Nl9n Velocity Hurricane Iona V:' �LCENSF'•. e2017 MUCa m. 020D EASTERN METAL SUPPLY. a4. ,S1lr 4 ' �L� g�� p A.S.S.A. TAHrS Accordion Shutter System •Q,� ■ ■ ■ ■ American Shutter KY. MADE g1 W/ OR W/D KV. W NDOW BLADE _ ' �' `'•.. ' ilWi TESTING 8 ENGINEERING COMPANY SY9}OTS Association, Inc. U—. ar"ha RL cm FGFw kry LC ORIOP; �4�,P sus N.F. .1pV,: s<., a.. :us, x MNu CJAads, nasty° v,a 1 oED IS-OSS Uflzifl' wic W127117 • ..... (aD*811-1510, I. : palwl-,en 4266 Wsstroeds Elm, 2 '-sZONALE�'' mo- m.FMTF..w O-aWR}IO West Palm Beach, FL 33407 T DRAWING No 'q • N!P••rr ry/ylat A IIIUf Jr. P.E. l 1 7-' O7 P.E.ISEAL/SIGNATURE/DAT"c TEAM L" E 4416' s SHEET R 6 OF 20 CONCREETE CON•CREIE ANCHORS -(SEE screnutz ON SHnr 13) ; 1 OR A • REONREO YifDa[R+yy.. 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W & % & Ad 0 MAXIMUM SHUTTER SPAT! 1♦' OR 1 •FOR INSTALLATIONS INTO WOOD SMALL BE LIMITED 10 I05 PSI. ASO. DESIGN PRESSURE RATING. 1 HY CORNER CMERMATE J] MAY BE USED AT ALL MOUNTING INSTAUATION'9, LOCKING SPECIFICATIONS, SMALL BE AS INDICATED ON MANDATORY CONOMON 112 NOTE b5, SHEEI S. tt EXCEPT 1NAi MAx:MI'M VAHquT SPAN 1+- OR 'L • AND MAXIMUM AS.D. OMNO PRESSURE MARTO MR INSTA.IARONS INTO CONCRETE OR CONCRETE BLOCK SWNJ. SE,UMGIEO A5 FOLLOWS: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.,,J AND 8'-0" SPAN, SEE MOUNTING@ON SHEET ). SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 (1) L+: MHJ'JUUM ALLOWABLE SPAN FOR A GIVEN POSRNE &SO. DESIGN PRESSURE RATING. L-: UPS. ALLOWABLE SPAN FOR A CVEN NEOATNE A. DE ASSIGN PRESSURE RAMNC. (2) PROCEDURE TO DETERMINE VAXIMUM SPAN FOR VIA-L MWNTNGS (TOP/BOTTOM) OR FLOOR/CEILING GIVEN A POSITNE &SO. DESIGN PRESSURE RA➢NC, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE GIVEN A NEGATIVE &S.O. 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MCHORS TO AIBSIPAIE SHALL BE M FOLLOWS: (A) TO DISTURB POURED CONCRETE (Its r- 3 bj - 1/4b TAPCON OR TMOON WON AEVANCED TMRIMPORM MKNCWP' ANCHORS. AS LLW UFACTURED OY I.P.W. BUA DM (Min. rC MUMORB. SPACNG IFGCND iM('AN OR - 1/4'0 r 3/4' KL POINTS SOU0.5R ANCHORS. M DISTRIBUTED BY ALL POINTS SCREW, BOLT k SPECIl COVPAM, (Mill. re - 1/4-0 BLUE TO CONCRETE ANCHORS W/ CAP M MMF,,T RED W F,,l FA51n4ER5 DIRECT, M (Yin. I'll2 46G Full "M AOVAHCEp 1/4'0 tAPPfRa ANCHORS M MANUFACTURED BY POWERS FASTENERS. NG. AND DISTR.BUFEG BY AIL PCNR SCREW, BOLT k S,El WREAOFCW TECHNl COUl OR ANY OTHER APPROVED LICENSED OR AUM0ROED 4ENDOR REGISTERED WIIH THE MERICAN SHUTTER S'STEUS ASSOCADE. INC. (Ill F. - 3 4sl) Kl POINTS SOUND -SET BLUE TM W/ CM NOTES: TAWERN A1) MWUtN EMREDMEM INTO POURm CONCRETE OF Tv,:oN OR Tmclu, WTH AWMCED THREXscom TECHNOLOGY MCNORS AND iWPER4 MCHORS S 13/4', MO FOR BLUE TAP W/ CP MaIM S 1 1/2% A2) UNIUUN DIBEDuaO Of 1/4'0 • 3/4' ALL POUTS STUD -SR MCRORS 944.E RE 2/8' NTO ME POURm CCNCNRE NO WBFOYUT • Sa IMA!?4 a esE rw INTO 9UCCO SHULL BE PERMRIED. 1/4'0-20 S.S. UACRNE SCREW USED SHNL BE 1 1/2" LONG YNRNM SHOULD STUCCO mAtt 0• •x3T 1s VIST, MD 1' NTMWu FOR WALLS WTN NO STUCCO. A3) IN ME THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAl,,,, M A,,, ,lt BE FOUND ON THE MINNC WALL OR M1EE, MCHM SHALL K LONG ENOUGH To REACH THE MAN STRICTURE BENUYJ SAD WALL FLASHES. ANCHORAGE SMALL US INDICATED ON NOTES AI) k Il MOVE FOR NSfAWi1015 TRY VCIR SIDING OR MET, OR WIMCT uRK SN08 CONSULT lIM ENG9IFRL FeR NSIALUll INTO ETFS WITH Ell STUDS SEE SHEET 20. (R) 10 DOSTNC CONCRETE BLOCK: (MN C-90) - 1/4.0 TAPCON OR TAPEDN WITH ADVANCED TIONMUCRU TECHNOLOGY MCHORS, M YMUfACNRE W LT.W. BURDE% - I/4'e r 3/4' ALL POINTS SOUD-SR ANCHORS, M DSHISOL EO BY OEL MINTS SCREIY. BGLT k SF£C4Ltt Col- 1/4.0 BLUE TAR CONCftRE MCHORS W/ WM MANUFAGNRm BY FmROA FAS191ER5 MMT, NC. - I/A'0 TAPPERI A'1J10R5 M VMLFAETCtm BY POW9S iMIC:ER3. NL., AND OISIRIBUED BY ALL PCnS SCREW, BOLT k SPEbILtt CCT+ONY OR A1T OTHER APPROVEp LICENsm OR AUtHCRMD Mal REGISTERS, WRH 11E MEAGN STURNER S,,sE,S ALSO Vl INC. NDTEG B.I) NWIMUM EHBmMEM INTO CONERCE EL➢CN OF TAPCON, BLUE TM W/ CAP ANCHORS AND TAPPERS MCHORE IS 1 1/4' MD IMCON WTTH ADVANCm THRiCY)l TECHNOLOGY ANCHORS IS 1'. 8.2) NNMUN ENBEDYENT OF 1/4% • 3/4' ALL PONTs Soul ANCHORS SHALL BE Isul Y CHSEEEO INTO THE CONCRETE BLOCK, NO FUBmYEM Nm STUCCO SHNL BE PERNTTED. 1/4' 0-20 SS UACHOIC SCREW ISM Ell BE 1 I/2• LEG UNIVUM SHOULD STUCCO E)Rl Me I' NINUTAU FOR WALLS WIIN NO 910000. El IN ME THAT PFUXWn STORE. PRECAST CONCREE PANELS. MVVS OR F21Y REREOR BE FOUND ON THE E,,,I WALL OR Feel ANCNOIS SKULL BE LONG MUCHTO REACH DIE WAN STRUCTURE BRmID SLID WNL FINISHES MCXOP/LE SHALL BE M NDKaim ON NO TFS B.1) k 0.2) ABOVE. MR DBULLATKINS ON WM Sol OR BFS WHIN OR RMM LARK S,UEE CONSULT Tus n,MM FOR INSTAIUIION INTO EDs M1M uRK SSA$ s,E BHER 2a (C) ANCHORS Ell BE NSTAI3E0 FOLLOMNG KL or ME fSWNNFUU,,,, MD SPmlFlul M THE MFYaR•S uANurAENRW. (D) SEE SCHEOULE BROW FOR EDGE OMMer « O I vrw i/ . __r- 1 IL • I AIOA ME DISTANCE Re c cmr NG SCHM OR AN NOR _ '-...... .v. n......n> UNKREVY ANCHOR SPACINGS ME VALID FCR ME UST-CE5 00 lm BLLRI. FOR E. D. El DUN MC INBGIED. Mel M,,M SPACING W WLTIFLsl`G SPA1910 SNCWN 04 SCHEDULE BY THE MULC'ONG FACTORS. NO SMCM CSN4uE Ml FKTOR sNYLL NOT BE LESS MA'I MNNUN SPANTO MNGTED FOR EACH MCHCR TYPE. FACTOR ME TAPCON 1HRMFORN 1EC11NOLOGY APCCIN CEO ALL POINT SOLID BET SLUE TM W/ BIER TAPPER DILRMGE YIN. SPACING E0. YW. sPKMC - 3' 4N. SPACHNO a 3• I.M. SPKING - J I/2' YIN. 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American Shutter Systems Association, Inc. 4266 Westmods Drive We,t Palm Beach, FL 33407 r"a OM n.TM Accordion Shutter System KV. 9ADE Q1 W/ CR W/0 KV. WNDOW Q gX IAWING No 17-107 MAXIMUM A.S.D OESIGN PRESSURE ReTING f B / 1 AND CORR cpON01INL.AXI a hC OR cPAC Ih (t cC D I F FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PR scuar ReTiNr AND A ('!1RRf�PQNDIIVG 111S !G`vy (SEE UOUMINGS ON SIEEIS 16 & f7). �LJ B!E�TFZ.4TE FlrnNu sPlry pp •-0' OR SOUTHERN PINE No. 2 W/ MIN, 0=0.55, DOUGLIS FIR W/ MIN. Ga0.50 WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS W& X pm Wu0 PrmFE Mx 4+'i as«Wur<rv>me: ax UA 30 b 60 ]5 90 05 JO 10 60 5 9p OS 12 10 10 9 6 tl 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 fi 6 12 f0 10 H 8 B 6 4 6 6 6 5.5 SPRUCE PINE W/ MIN. WALL MOUNTINGS M. N. 0 & R FIR NORTH G-0.43 CEILING MOUNT T FLOOR MOUNTINGS W&% SPRUCE PINE FIR SOUTH W/ MIN, G=0.36 WALL MOUNTINGS CEILING MOUNT T M. 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Bl11lCG WI YiMUUN EAW(pKM AS IN641[p AT SHUT$ I6 1). -S"ERN Net N., 2 W/ O-GM MA.S) -00JQJS RR W/ O-O}O (NOS) IXfl: ilON: SEF NO1E 2 BELOW.. -SFRWE WNE FIR NORM W/ 0-a43 (KO.S.) -SPRUCE ME MR SWM ./ O-em p;aS,) 2 N,OHIXI6 to HOLLOW Cl S BE 4 'ER OcVMING TYPE U. SHEET IT ANDSMALL WK,SF OF -WN. 1/2' COX PLMWAO (1986 A) VC LCREW6 AS FER NOS 2015 SFEGII:ATMNS. 1. INCHORS SRO1 BE INSFR F0LLOt6I AU OF OF ME gECOMUENMTOM AND SPECFOOrloN5 OF llq MICIHKfYS aViUfACIURFR I1\13jY': ............ >t' 0017 T111700, INC IL EC O L.G. A.S.S.A. CM17 EASTERN METAL SMOKY, INC. Accordion Shutter System `'P -A ; ••• ���.?' D5f ,4• A "'6 `- la :.ISf. • \p 11Et4 ANAL ENG;f11 P.E. iEX6'3 ATURE/DATE TILLIT TESTING & ENGINEERING COMPANY wsJ n.W.. 9kA sE. m. +m, umaw uwals. rtoao. xna ph. ; ]OSI621.49J0 . FOa : llaSiB]I-t531 "mwe�Wo6°ic """' W4IX A 4 Jc P.E. ft m Ik, 14416] American Shutter Sy810T9 Association, Inc. 4268 WeslroOO6 Drive {Vest Palm Beach, FL 33407 tLv. aAnE #i w/ as w/o Kv. W4L%T'/ agnE r, N PEfiae.O. PIPE u♦w, Ba Le 1 OLO 15-085 )/2]/i w1u 0)/2J t] 2 J DRAYANG No ' 7-107 E) OM HV WALL HEADER INSTALLATION ASS MIN. SEPARANON i0 Ct 1 I 1 D � T (SCE SCNEOU¢ ON SMEES 1 S) ('�I�tEpy�t91 1/40 TA CON OR - -b.„✓ s"'O TAPCON WITH ADVINCEO TNRIMFORIA TECHNOLOGY 1 113" Nin. PENMGipN Of TH IMED AREA TO "I'll �® 1 - I �WJ WWO HtJAEA. ($Ef COHEME ON SHEET 15) Y E i 1/4'R-20d/V S.S. MACNINE ( SCRc1TS w/ 1/4"-20 'lam' xuT6 a 1 i E''ull%ltLL I 1'1 �1 E%mlNp I 1 clASS 1 i• w i ORi Y � 3 t NI s\ �V-0PipN- I E' u (DO IUI mxc MIN. N 2.{' WOOD 4p I HTADER REQUIRE, i MIN, SEPARADON TO GiASS E%I�-1 (SEE SCHEME ON SHEET It) 2IT — till,( �MRGDG RM TECHNOCOCYNW%ll�i/jµ'L� I NI, PENEENITON OF SIRTMEO ARE4 i0 EYfa11NG WOOD HEADER. 1 1 i (SEE SCHECI E ON SIFT IS) 2 W COW. SIU PLATE REOTA I �MIN. SFAAWl10N TO (SEE SCHEDULE ON SHEET IT) EXISTING ' OIAem—i a' • ( t/a•o-zmD/� ss � MRCHNF SCRENS J 1 USING 1/4"-20 NUTS o IS' O.0 JLL:A WOOD PUTS t' WLL(klll l REO'0. LE DR� \ I/4'0 tAPCOH OR TAPCOry NYTH ADvµCEp 1/A"a LpvC0.Y OR T4PCON WnH ApVAIhCEO n`RNMFORM TECHNOLOGY W/ 1 1 2 . 2 .+' CO•YT Un PENETMDON OT THREFDEG Ae. To IMREAOFORN TECHNOLOGY W/ 1/2" 1//1"0 iADCON CH 5U SUITE { , -•— EXISTING WOOD HEADER, Wn. PENETRATION of TRIUMED AREI 110 PLW1000 \\ TAPCON WITH AWANCEO 1�-TSEf $MEET 4 FOR TTP1feL kEOT. R'� '\� (SEE SCREDULE ON SHEET IS) (SE[ SCNEOU2E Ox SPFxi 15) IMSTINc MIN. 2 H, 4 1/2" MIN, ED THREAOFORV TECH NOLOCY SHUREq ASSEMBLY. T gALL GW15H SNDS O 16' eC, YA%. IN. , REO'0. W/ 1/2• Min. PENETRATION OF 2-40NNNNC SECTIONS CAN 9E —� V:N. COX PLW�ODD REO'O. RWO. PLWroDD 70 OE WALL nw. THREADED A INTO PLWjWD COM6INED IN Atd fNY TO US 0 It' oC. MU. REO'D. AiTACNE6 TO STUDS W (SEE SCNMULE ON SIAM 15) sun a+r wsTAUATgx. ®HV WALL SILL INSTAY I ATION ED TO STUDS IN ACCORDNICE ACCORDANCE WTm THE F.6,C. SECOON 2308 0Y THE © HV WALL SILL INSTALLATION • sEE LIMIIATIONs aG u E or JSTAILATION G.D.c. FLORIDA BUILDING CODE Non Nth Velocity Hurricane Zone ITIE21"!AA4"R 0201T MUM, INc. �r ,.........../TS ®2pq EISTERN NET- SUPPLY. INL `,DENSE ✓' A S S A BE T H TM * ; 1 L E C O �N.. . Accordion Shutter System •Y HV. RARE #1 W/ OR W!/o KY. M"N MADE TIWT TESTING A ENGINEERING COMPANY American Shutter Systems r. DTecRNRGN "n ORM 6T: LD 9 '• Av5 t1.W_ I., M. O: nm. NRR!G DARN% Hav+ zn Association, Inc. I OLD 15-0e5 2/2T/T D 02/D/IO VONSn-Isw. Gc ; (M)B21-um 4268 tyesfroeps Drive 2 a t` •''•..ORIDA .'' 2E ..m is Gnwa00d.rnn S ...• `� d Es-MIWest Pnlm Beoch, FL 33407 [TRAINING No WATER A. TIM J, P.E.x, ' 7—' 07 P.E.-SEA(li�NA E'%DATE MRM Mr. IT "Icy s-- L FR,ISH ^SPAN &� DESIGN LOAD FOR' INSTALL AT10N TAP4 WRN ADVANCED +18' (Ffn,) EXiSiINC THREADFORM TECHNOLOGY IW)oD DEAN REOUIR0 r W/ I V2* Vm. PENETRATION OF TRUIE 0 AREA 10 1/+'p-2N3/4' SS, MITI AOTOUACT OF EXISPIN WOGD SCAM ,'�� EoSRNG WOOD HEADER. _ ,' PHIWPS TRUSS HIM Wn. VACI°NE SCREWS 70 BE CERTINFD DY I (SFE SCNEOULE ON SHEET 15) 1 W/ I/+'-]0 NNU ARSE Ea NroR OR DR EO—T--1 19�C�0 12' 0C. SHIfFIOt iN5T4MAiNxV. ,A p15RNG MEN 2-,A- Ex4�-11 HEADER REO'D LAN. SEPARATION TO CLASS ( (SEE SCHEDULE ON SHEII II) 1r— US HV WALL HEADER INSTALLATION N]U5: 1-sri INSET I RR = gryNER ASSN9Lr ]-uwmmG z.cmxs cw IZ cpua+Eo n Axr NAr ro sw Aw O13iAL1AR0N L MIN. SEPARATWN TO cl 5S&cOVIE ON SHEET 11)F 6RNG I wu- -r I r-r-2 1/+'0 IA^CON OR TMCON WRH ADVANCED THREADFORM TECHNOLGGY M/ I I/2_V.. PENEIRAROH OF THREADED AREA TO EpSRNO R000 NFAVER, (SEE SCHEDULE ON sum 15) I EEtl.TIN6 I OLASS , I 1p a 1� 0 6' OC.I —� or Q or I S OPEN HOLE ME, TO , 5/1s-0 LAG AT CUTTER OF EXISTING I GLASS tDOR- I OR }.CATION •. 1 +'P rAPCON OR I- pl,".-20a/4. S.S. CON AOYNiCEO M'n' ACHINE S;CUFSEMnEN CCIR . TMw MREAOFORM TECHNOLOGF mpiE w/ 2' _20 NUR 1/ab lIPCON OR iAPCON INTN ppVAVCED THR NJ L T w/ 1 THREADED If . PENETRATION O rz' 0.c. OF THPEy[D AREA 10 TECHNOLOGY W/ I OD "EVER. . (SIDE T E OF TON ITNEp _ — 011511NC WOOD NEVER. AREA TO OOSIWC W000 HEADER. (SEE SOIEDUIL W SxLT 15) (SEE SCHE0IRE ON SNEEI TS) ♦ M U IS� pF USE FOR QV HV WALL SILL INSTALLATION er i�H�.Js OHV FLOOR INSTALLATION AIL+ .........�l q 02017 MUM. WC. • �1CFNSF'• F'9 IL EC0 7Oa%7�(ff% ; • TILLIT TESTING k ENGINEERING COMPANY ;40 '•. F iQ(��1, eJM Nr. ]dA Sl. N. Tlb. NNIIYA ElV.itN. nWYL :3. ^-s-s/ONnI YI1LY Pnm.: (305)07 lwa . (O19 �SD!)e]I-fAl L 0I P.E. SEAL/SIGNATURE/DATE noRw N, 1 ++117 ♦_ BLADES (AS APPLICABLE) mE in ONLY T 19 FOR MAX IN UNISON EDGE (If MPUURLE) —�--�� EXSNNG WOOD TRUSSES OR 1/2' SORER 0 u- O.C. REQUIRED EXISTING SOFTN THR D EO ,1+11/8' Cart. kw MEE (G -RI AWOY) W/ dt 111 1 of ©Or © J)5/, 6'0 lM StRfAS 10 RAFrtR OR ,RIIss. I EXISTING 1 Na GLASS i WASHER HEA° UK i SMVIS 0 12' oix . TOOL IF --� —_ APFMgOLE PENEAAPOCOOO5 �_ ,/+'e FGRM E TAPCON w/ ADVANCED THREMTON TECHNOLOGY w/ 1 I/2- Nq. AREA TO M HI TxRJJEO AREA TO FK15'TING S) 1VADER (SEE SMEOAE ON SNCET IS) , A.S.S.A. American Shutter Systems Assoclatlon, Inc. 4268 WeslroDCs Drive West Pelt Beech, FL 33407 W g Vm, N°IYNµ ]- Mn, I or R,N= FOR I WIN T2pe OMEN LOAD AND EDGE OF ETON IF APpMCA9IE wr■>t ■ ■1M n r TM Accordion Shutter System RV. HARE gl W/ OR W/O RV. WHIM MADE AVIINC NO 17-10 END INSTALLATIONS di HV BLADE OR 9 WINDOW BLADE INTO 2"L(4" MIN WOOD STUDS —DiSTW G.tS9 M QOR W G•td-L/•4•J�d•i# 0Q CONNECTION DETAIL CZ S¢4iavz rpq I OR �z - .1 1s...12.1 111-Ull 11 A fil v siias WryIC]Bl[) 4LwX�gi uU{ •<-r pm]-M1... YvUos! I �'- END ONN TION OETAII• fa • 5EE O ATIONS OF USE FOP BupE�I INJ SHEET 19 • �C/J. q- M17 Xma, INC. 02017 rA9 RN MEIPI, SVPPEY• MC. ? IL� A.S.S.A■ Accordion Shutter Systei 6F' ! TIWT TESTING A ENGINEERING COMPANY American Shutter Systems HV. IRAOE q1 W/ OR W/O KV. WWDOW BLADE N olSglmoN OP RN g lC aasn rtw. J6w ss, sN. nos. NxeNu awnva. nam] ase ACsOclatiOnr Ina. ] Om IS-CCS " ]/2] 1 M2 O]/21/i l In '• Pneue : (]a3)8>1-19J0 . Po.: (]09)BT-15]I 4268 tYeslroads �Dr1va 2 s ORA'MNC No �� <-nua: Is1<c000m.«m West POIm Beach, FL 33307 NRN 6 A iJr, ] NdTAT 11RC IOd]r n��' � 1 1 N1679] • Y 9 9) 9 9 9 9 9 9 6 91 9 9 6 9 �J 0> 0_;�,iYP /4,o!t.'(yPv � � I uxv.ITED M + EN51MO CU55 -_-----iV---------1----------1N5--TW ELEVATION �5u .ra sEPFRMrox m ans `CFN2UE ON 411T t1 EU IxrtEO eI---- Gv� �� LW iYP. SY.N CEN1ERWiES , 4 w/0 (SE NOTE 4 ABOVF) ` PLAN I. U4N. ASD. DESIGN PRESSURE R/DNC +110. - I10 PRA. 2. NML SHUTTER SPUR: B8- 5. All Otl) NOUNTINCS: A D. 0 A H ON SNI 6. 2: AS WCLL AS NWNM05 N. 0. 1. U�l�a& TV ON SHEDS 16 & IT. �®j �4 taWY1/C�E ELM ST49ETIrtGLIBOq 0 GGQ,NO ALIT. M QISE OF ARE AlOVIED G�FOSWC YOUT, (15) 4USI BE OKLUDW ONLY 4T SENATOR I.CCE55 SI OF CENIFAUA E. 5. IA) IN UNDER OWE(1/�SHML ONLY ALLOW A UMRMUN of 5 OPEMLNq (YP HOLES) FOR © PER BADE AT SPMSNCS ¢TORN ON ONES 4• (a) U.N. CtfARMICE FRO. TOP OR BOROM Door OF NV MNDDW OWE to OF ANY r. XOUE FOR ©sNULL BE ,2 . (C) nR BLADE Ily v OR BODE CONING OUT FRO. STnRTERS AT ENDS "I BE N.' RINDE(0) NA "NOT" BUDS IODU01 ST BE USfD XTERNATE TO A SOLID W 9LAOE tNRGUct1OUT SNUTTEAS WImN. (E) CE)LTET ETEE SMALL µWAn BE INSTALLED ADUCFNt TO A SOLID NV BVLE(IIa EITHER SIDE OF 11NEM. (h POLYCARBWUTE W WINNOW I SW1L BE IIUUMEEO W Tkg TABS FACE OR OF ENE OPENMG BRING PROTECTED. NY WIN. INTERIOR WET BE ONLY MSTAUF ANO LOCKED MOORE A W SENINC mM PRONDW W ASSA INC. 6, SEE ANCHOR SPACING SCHEDULE FOR WSpwoloNs INTO WOE, FRAME SURCTNCS ON SNES 15. AS LPARED BY SPAN MNN OESCLL LOAD (se: NOTES I A 2 ABOVE). ). SEE ANCHOR SPACING SCHWULE FOR WST/LLA1gNe WW PoWLW "MUSE OR CONUaE BLOCK WALL ON S,,1 12 A 13 A4 UURED BY SPMI INN CEUGN LLLN (SEE MILES 1 A 2 AROVE). 8. LENNON SMAXIION W CLASS SENEGAL RU MUM E-1998: Mn9 ZONE UMNUU S FAIATK m CUSS -No ] 4 6.25' •';V'S+-U' * • 'a 5 , .F_A'^yU�� ry 020.7 DLTEW, %E, �� L�E C- TIWT TESTING A ENGINEERING COMPANY 8355 NW. U", sn ua. 3N5..RZIu pR523. FLOFb. vI4 PMm : (30 Q)8Tt-E53O . Fey : (30SAII-1531 M-0006n) wALIFR I. TLLYI ROP+0.trts. IF HiBT ASSA American Shutter Systems Y Assoclotlon, Inc. 4268 Westroods Drive We-t POIm Beach, FL 33407 ®=7 FAAERN .METAL SUPPLY. INC. E MA nn Accordion Shutter System I,, )LDE Al w/ oR w/o N v. w=w IAA DE n, x GL3a"M DATE GRAwN en 1 o.D 15-Des /22/1 CAM 07/274e.n/ f " •.....••' \" �flALE --'- .a • or CCN, /fICAIATI IOC J,,", 2 DRAWING No ' 7— t Q / 3 4 /2:_OO.0 MOt y Mn. 6v CRnOE KO VA41E5 CALM. 2' Mac ShI s- I O.C.L NOS A! 6. OW �O /r. 0.035• ,wa IAN i! I. cIV1_ i a 6• o.c. O 6. O.C. ^. EMSTNO 011's * N FOR BERTHA T HV B enc ACCORD10III SHIITTCa SYSTEM INWEALLe'nnN TO METAL MD WALLS S I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (pso 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: 8 ON THIS SHEET, 4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT -EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. i 'a S. O.C. 1 O 6' O.C. _oil W "17_ ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR --1_----- '. 1/2 Tp 38 CENTERMATE 21 APPLICATION WITH BLADE 7Q 0 43b '. 0.035• TOOK "' '' vixis• .-653 OWLE As 6" O.C. C1LY. STEEL-,Y.udi; Is Al. Is- oc. -T MS WALL HEADER/SILL LbLSTALLATION _ _ _ �ESISNIG GUoiS fS YMMETRYCAL SYMMETRYCAL CENTERMATES Wes.. ENTERMATESEXTERIOR ACCESS SIDF 7cD1nD Arrmv rI MIN. SEPAPAIILW T y ro OLAss St (SEE SCHEDUtt) d3 N I i1 1 I.If\ 1 LJ IL 11 ,, —12.0 0' Y ,- \J 6 09' 3® 1t4"a NOMINAL ALUMINUM SLEEYE 6063-T5 ALLOY SEPARATION TO GI ASS SCHFDUI FS 3.DBo' 4x LENGTH . r ® T/4"0- OX RO T MUST PENETRATE 1.3T3' "L250' r ASO• 1/4.0-20 THREADS 43 114"0 ELCO C ougION PRODUCTS FA13-LoK HD COMPONENTS AC IIN1H As .WPMrIGLE SCRLL 3/e'- 1' TOP k BOTTOM) 3H'. S IH1 O.WS' NU Yn. COM. w V' snE TPACN CNN:1,2L, ASN A-653 CRADE <0 JA . G-60 GAIYANOEO FASTENTD TO stuns xx tF lAcal:nv v.wrc , ` W/ i]) F6.1n' ,EK SC M ON WIND ZONE MINIMUM ASTM E-1996 SEPARATION 70 CLASS I THRU 3 1- 4 4- _ 4 12 3 ,/< O P3 24 6 1/2- OrP3 r I (Cont.) '• HYA F{�T BLADE SLACK DETAILVF 1/C H EPA )1,1 am,? mlyca. Nc ............. ram'_ LENS "'•. 9 = 1L * •, // i } * TILLIT TESTING h ENGINEERING COMPANY ' Wfs x.". w . fit s". ;o> xKcreA XAep£N3, no,a. "Ifi "-^-- -�' y ps Pm„e : (OO QNmt-Ivo . rm : (tesp"-I531 ' O'••,, P. 6p I - "u rn«ao<e1s.n, �o^ .jP,CORID. '�a r In-0m6ne (Sq//�• l�•�' `aG f WAL1G A TLLyI Jr. P.E P.E. SE71LF3u*w7T1RE%DATE nwOA / <616T _ —VIEW 6 1/2' UAX. SACK *�I'� I RORIOA BU4DING American ShuNar Sy918rt13 A990C101fOn1 Inc. 4268 Weslroads Drive West Palm Beach, FL }3407 eO AT HY HEADER/SuLOCTT O IDS Y SIDE CONNECTION TO TRACK COUE(Non Hqh Velocity Hurricane Zone' ®201T FASiEFN MCI& SUPPLY. INC. EAT te TM Accordion Shutter System HV. BLADE #1 W/ OR W/0 KV. WINDOW BLADE sv, y wsuaxa„ wrt Ba+m er. Lc. 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