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HomeMy WebLinkAboutSET UP-INSTALLATION1. BERTHA H.V. ICCOTEON SHUTTER $YSid SHNN ON THIS PRGDIICT NAWAHON DOCIUM (P.LOJ WS BEEN NAILRD L'Oq OpYPUNICE W .V;CORpNNt[ YIIM 111E 2017 ION m100NI Bf TORE FLORIDA BYLOwG L00E 11115 ACCORDION SHUIIFA SYSTEM BI IL NOT BE ,,LLf, AT HIGH �ELOLIIY ED) HAS ZONESS, BCSGN WHO LORDS SHALL BE DEIEIW ED AS PBE ER SELMN IMO OF I A MENTIONED COpE CON A BASC AND SPEED REOUdD] BY THE MESdCrox W1 n SN,,,E, M NSTAUED WITH A OnCTINNUI'Y FACTOR 106.0.55, USING AXE 7-10 AND SHALL NOT EXCEED THE YAWIMY (ASA) DESCH PRESELPI ReM,,; aYDIDam ON SHEETS 11 THRU 15. 19 a 20. IN ORDER TO VI NY THE ABOVE CONDITION, DLRMATE DESIGN WHO LOAD' OEIERYNED PER ASCE 7-10 SHALL BE FAST REDDID TD ASD. BESGN WIND LOADS BY MULTIPLYING THEY BY Go N ORDERED COMPARE WESE W/ MAX. (ASD) DESIGN PRI23SIIRE RATINGS DRICARID ON SLEETS 11 MINI 15. 19 & 2D- N ORDER TO VIONY THAT CWPWFNIS AND ANCHORS ON Des PEED-, AS TESTED- WERE NOT Over SAILS D. A 33 i INCREASE W ALLOWABLE S, ,, MR Wva LONGS WAS WE USE, N War, ANALYSE HOWEVER. A WORD GURAMM rICMR CD�1.601BS USE, FOR VFGHGRW Of F,,,,N gS N WOOD. Dump, H.V. ACCORDION BHUflp1 SYSTEM'S ADED1DLy PER WIND me URGE MISSILE IMPACT LOAD, HAS BEEN VERIFIED IN ACCORDN,L'E WITH 6EGRDH Ieosaa NINE IBWE YENNNIEG CODE AB PBi An. RFPORM -LNG BLADE 0 10214 01-0E 1071e.0t-O3, 0004.01-05, 112140I-05, /E17.02-06. /ON9.01-10 AND /021001-11 AS PLR TAS-201. TAB-202 AND TAS-203 PRNOCDS AND AST, E-INS ARE E-106 STANDMNS (MGM LEVEL D. WIND DONEE 1, 2 & 3) & /122001-10 AS PER TAS 201. 20 & 203 PROTOCOLS LARGE NSSLE. -LNG WNDOIT BUDE 0 10505DI-N A9 PER ASIY E-INS AND E-1698 (MrssIE LLVEL 0, MNU ZONES 1. 2. 3) BASIC PROTTCOGN My AND / WOMI-N AS POI TAS 202 PROTOCOL 2. IN BADE Oi MD M/ WOHOW BIAOE 0 ARE DAVIED ED m WORK N UMSN MIN EAEN OMFR LN9FR THE GLHERN. LMTAWn ANO CONDDON$ Of USE NOGIED BN BNEET 19 3.. BERTHA NV. ACWR ARM FINS (LNG SCREW$). USED AT MADES HINCHLE AND FOR On" MOUNT CeInCTMN TO TRANS SHALL BE 114.2.75- AND /14A1.75- RESPECTIVELY. 410-M MNNMY SERIII STAIMF58 STEEL SCREWS WEN 135.0 W ME Ip N ENGIN AND 1N W IENSGE Fee M. ET BAR M BE CCATED WRN BERTHA EN DACROSMDD COAIINC SYSTEM AS YALRIFICIUPED OV APPRONIM COATING MFI1Gi0RS PE4TSTOSD Wm I4M(fRAN S111IIDi STSTDrs ASSOG110x. PALS MIJn BILL THE NIL' YARIONG ON IHDR HUA 4. 611 EKINUSIOIS SHALLSHALLBE YdLIL@III1L NSOCIAIION eons-TS ALLOY. ALIDY AND TDPpt AS NOIGTED ON SHE"s 2 AND 3. MINRAUY YELD SIIEICIH roR 600-Ta ALLOY IS 300 Lai AND 35.7 W MR -TS A ALL SCREM m BE SUWIESS STm 3G OR 31a AlS SERES OR CgtlWBGN RCSSTANT Cana CANDO" STEEL AS PER ON SUG1e WIN a0 W MN. WELD STRE GM AND 90 W YDL TENSLE SIRENOTIL AND SHALL C010LY W/ RDUCA BU1DNc CODE SCIION 2411JJ.4. a BDI TO BE AST11 A-307 GALVANIZED STEEL ON AS, 3O4 OR 316 SEWS W,,II5 STE, WRN W W YN aR,M YIELD STRENGTH. 7. SEE TORE FOLLOMNO SHEETS FOR ANCHOR SPEGIGTIONS W BLADE 0 : 1113,14,13 AND 20 NV BLADE O & 0 WVFINIO N UN60N; 12.13 & IS & INNS 8EWMA NV. ACCORDION SHUTTER SYSTEM BUAS A U.& PATENT /e'n9,6B2. COYPDI,DNS G, THIS APPROVAL ARE Cb,FIRp, W WHOLE as W PART BY US PATEN I,,4K," 15511E TO EASTERN YRAL SUPPLY. ND- 9. B SNAIL BE ME R6PON51®IIIY Of THE CONTRACTOR TO VERIFY TORE SOIRGNESS ar, TM STRUCTURE WHERE SENREA 6 TO BE ATTACHED TO OSUIK PN PL, MaNa,ACE MMRANOq TO SFAVCI IU( ALL SHVIIDI 0010GNDIT EDGES WHICH REMAIN. THRN FASTENIG N COx,NVC15 CONTACT WNH THE Sner, To n,,I WaG/RA,w mv,,,RN, IM EACH AFAR MUST BUR PERMANENT LABEL N A VISIBLE MACE WIN WYDmO Nail ,,,G PBNGS Or MNNNNF WARNINGS NODE OWNER, I ,NA, F OR OTHERS, NUB, PROPEMY CLOSE AL HV AND HD cmrF IFS AND ENLACE OR LOCK ALL NV MID ND win. 11. VInFEN YMNGCIUPOIS LABEL SCULL BE LOGIN ON A RFADOY VISE LOCATION AT ACCORpDV SHmMN N AttORDA,ICE WITH BECIION 1709.9.3 Or FLORIDA BURDNO CODE WE LASH SHALL BE PEALED FDA EY.7O OPERNIO M&D9N6 TO COMPLY NIIH SECTION 1709.93 OF THE FLORIDA BUILONG CODE. 12. BERTHA LLV. ACCNGGH SHMIDH SSTEBS INSTALLATION SHALL COMPLY WITH SPECS MCDED N IX6 DUMNC PLUS ANY BULDIHD AND ZONING IffGYUlW1N" M WORD BY THE UURISaW HN MES P13eMrt rs APP1Lr0 m. 11 (a) TARS PZ PREPARED BY THIS ENGNQA 6 CEMEND AND GOES NOT PROVDE NFNNARDN FOR A SITE SFD0MC PRIER: Le. MERE THE WE CONDITIONS GE ATE FROM WE PI_B. (a) CONTRACTOR TO BE RESPONSIBLE FOR THE SLECTON. WRDIASE AND INRALIAWN, INCLUWG NE SAFETY Of ILLS PROI BASED ON We PEA. PRpNGm HE/SHE DOES NOT OEvAn FROM THE CONDITIONS DETAILED ON INS DOCIAI CONSTRUCTION SAFETY AT SIIE 6 DIE COHTPACICRS RESPONSByN. (C) RGS PLC. wu BE corso RD PraLG F ALTERED BY ANY MEANS. a) SITE ON PROUECIS SHALL BE PREPARED BY A FLaww RENSTERID ENGINEER OR ARCHITECT WHICH W11 BECOME THE EHcwEER or RECORD (EOA) MR THE PRIVECT AND WHO WILL BE Rfl1EW. FIN WE PPOPER M GFTHE PEED- WOMEN OR BEcaRD, AenNO As A NLEGTm ENfAIEER m NNE P.M. ENGPGN MHALL suewr m Tws IATRR THE Mrt sPEcvIO BRAWNGS roR (e) ONWNAL PED. SL BEAN THE MT AN, 0W SUL A,, SNMNRF R TORE ENGINEER OF RECaRO THAT PRERNm B. TABLE OF CONTENTS 15 AREA HV BT ADES (1) k W GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 39-44 SNEET 4 TYPICAL WINDOW BLADE 6 WIN00N DUAL AREA 2• RV BLADE n AND HV W9 nOW RI enF RA (WHERE AMLIM P1 TYPICAL SHUTTER ELEVATION & ROILS ON LOCOS SHEET S INSTALLATION DETAILS A-F, CCHCRETE/GLECR SHEET a INSIALLLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTBNATE DETAILS HV SHEET B CIENTFIEATE µITRNATNG DETAILS W SHEET 9 DID CCNNECmaN DED,,L, 1-8. CONCRETE/aDCW SHEET To MAINUM'SPAIN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLECN SHEET I2 ANCHOR SCNENRE- CONCRETE & OM SHEET 13 ANCHOR SCNEDUIE- CONCRETE & BLOC,( SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 13 INSTALLATION OETMLS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, Been SHEET 17 END CONNECTION DETMS 7-12 & Y, WOOD A°FA w, rN W)NO^W B Anc 2 SHEET IB 00' Y TYPICAL SMUFTDL EIEVATGN AREA_41 HV WINDOW RI An nONLY SHEET 19 NSTLLATION MAILS, METAL SOLD WALLS SHEET M THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA P'QV;.......... ram: axon Tarzm, wO. 02017 EASTERN METAL STIPPLY, NG SCANNED ' .. JcE /► ,, BY /[y/ IL E C O,■�. A S S A Accordion Shutter System •:LIE 6� • * v A.S.S.A. ■ ■ ■ HK HI➢E B1 W/ OR W/0 HV. VAWO,Y BADE St. LUCRE Count °, American Shunter S atoms IWSDaRGN NW NNW, eW LG / NWT TESTING & ENGINEERING COMPANY i y _ AA W,vN.. >s.am. ,T�WmA,A(PAXNANo,c,,R, Asaoclotion, Inc. 1 DID Is-0ss NI wrn o7/n/17 �, ., .'Y ....PIN..: C0)a71-1e5o . Fe. , (3N)m1-TILT 4268 WeslroDOs Drive 3 mawaW..am :fS E �a to "Is Weal Palm Bcaeh, FL 33407 a DRAY4NC No S/CHILI,, A w7N A mM a. Pt 4 i 7_ 1 �% D[ •<CeL.E9Irw Mr/.As n000A1 14410 _.__ IDER US V PATENT d 558179 WWBOE19OF ©HV ADJ. FLOOR TRACK QUALIFIED FOR. USE W/ HV L91r m- ° n7a Lena• 11 HV I IN H A R FlED FOR USE W/ NV BlAOE 1 ONLY, SEE BECKONS FOR VALD W63-TG ALLOY AND TEMPER 1R1 %YN YYNI 1' 1• 9a1' ` SIDE ANGLE Q AUPIED FOR USE W/ HV se � 3OHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ NV BLADEQ 5005-15 ALLOY AHD TEMPER b vARas - eo0 r ° A 1 670 (7� HV HEeDER/SII OUAUF1?D FOR USE w/ NV S ADEPI ONLY 6O6l-T6 ALLOY AND TEMPE ALUMINUM ANGLES QUALIFIED FO$ USE W/ NV BIPDE I ONLY. 6063-18 ALL Y AND TEMPER ) HV WALK —OVER TRACK OUAUFIED FOR USE W/ NV BLADE (I 6063-T6 ALLOY TEMPER LOMPONEM A D 11 ix Q 2' e• MAC 1/8' 1/a' ® 1' 6' M 0.192- 0.193 10 ].s' r MAC Q.IN- 0.190' ® 2' V M2. 0.139• 0.131' QS HV sRO° BARTER OUAUr1ED &R USE W/ W BLADE 6063-T6 ALLOY AND TEMPER .99R' N2 a 12 .9:0 O9 VFOGRHTR RIMEBIADECD ONLY. 6063-T6 ALLOY KHV AND TEMPER 111• \]�•.._ •.�/� t W017 III=, OK 02017 EASIEA71 MEM SUPPLY. 01G, HERTHAIMm F ' Accordion Shutter System 11 o ASSA y i ��yy,, ■ ■ ■ ■ HV. BiME gi W/ T3E W/0 HV. W7D(AY aenE r�:) . * s TILLIT TESTING $ ENGINEERING COMPANY American Shutter Syffi�ms Lv. N urcurn0. wn wn°x 9r. La TATF Of r]7x NM. X0. 6 0 ] a NRyA CNWq RaOr yl Association, Inc. o G Is-o65 7 1 Mro o7/27/17 ('glen-16x . re.: p05lan-1s7I 4268 1Yeslroads Orive 7 • Csi'••.OHID%; 4, ep` - .ra., West Palm Beach. FL 33407 3 DRAWING No 's/0Nee11 EGl1g\aA1� anml A IULn b. P.c 17-107 P F-�'RR'L�%CIG`NMASF /nATr nEFaL Lk. / M1e7 FOR USE W/ NV 1 6063-T6 ALLOY AND �T q 1RdR ONAMN © LOCKER FOR "T" LOCK CENTEKmAiL OUAUFIED FOR USE W/ RV RUDE 1 ONLY OUAUFIED FOR USE W/ NV BLADE iQONLY 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER O QUALIFIED FOB USE W/ HV BNQE 1 @ A RQQ 6063-TS ALLOY AND TEMPER ® LOCKING RODD QUALIFIED FOR USE W/ NV BUDE(D 5063-76 ALLOY AND TEMPER )INSTALLATION WILL REQUIRE A 7/16' 6063-T6 J L-.A6b © kN �f8"0-16 AI lta�■i�T DUALFIEO FOR USE W/ MV BIDE 1 @ I[� 6063-T6 CFNALLOY U TEMPER !1/0' -11/.•. (SST HV 1 /4' 6-90 AISI 3DA QUALIFIED FOR USE Y!/ 11V BLADE 1Q D6, IMItS . ,9 TMM wte TOwoia rulEp) IHV EGRESS LOCK QUAURED FOR USE W/ HV BLADE 1Qh 0 ONLY. .]60• AFTER RNEIe1G BErw RNEEPG :M.-T] A11R1) WRE r T16V Mo. As MNIWACTIIPlo 1w AYO¢ M. ND, A i:v wMN on EOU/L RNATIVE LOCK 10I USE W/ NV )E ONLY. `TNIIYBIURN CYuNVER M KEY CYUNIXR 0ID5' MM I 1 .133' M. i1NMBNlq Cn0A0EA I � *—-- CYLINDER YO.. ® HD LOCK BY REGLNT NNTDWARE MORTISE LOCKS SOPES 2333 NOOK BOLT LOOM. OUAUFIED FOR USE 1Y/ 11Y BlAOE(D6T OA ON% S.S• w O"u 0 7 L — p Atilt, CTT-^• 'Eq/ry 7 �' i� �•'EF 1 T * STA .2017 RTEM. NG 1 L E C O 6N0. ■ ■ ■ ■ American Shutter systems Te 268AssWeatlon. Inc. 4268 We6Voatl6 DrivD wD6E PDNII o60GN. FL 33407 ®]OI) EASTERN MEW. SUPPLY. W. Accordion Shutter System HV. MADE pt W/ OR W/0 FLV. WHIM RIME TIWT TESTING & ENGINEERING COMPANY 6w M.. ]w, w. w ]m. YM1tlM. O005) 1-1" ]TI r6ww : Ims)en-Iw, rw : E]06)ml_IT]I -'"°x mr.°o°a's^^ RORtA UC 3 "BY ors ent M- n Le t OLD 1s- IS-08 Ces /]) 1 wrz: w 3) n L• ,n LC ' ./` .." ( e p:'• 4 �L =� fss •(....,1...1.1..c...��ffQQ���aVT,L D r •iTalV/l6lMAR1�O(ISMAx ) DRAWING N6 _ '�—' 07 . SHUTTER ASSEMBLY SCHEDULE OR HV HV 1Q HV BLADE 1 ® HV BLADE 1A ® KV LONG RECESSED NYLON BUSHING ® W SHORE RECESSED NYLON BUSHING ® 1P/ NYLON HAT WASHER W WHEEL CARRIAGE A1S1 302-303 SERIES 0.870's3/I6" THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S.S. RWETS W 1 3/4" ACCORDION PIN W/ 08 HEAD ® HV 2 3/4' ACCORDION PIN W/ 08 HEAD ® POLYCARBONATE IMPACT RESISTANT KV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV W OR HV ® BLADE. APICAL SHUTTER ASSEMBLY (2) KV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D 90.324• BLADE WHEN CORRESPONDING TO INSTALLATION 'I1', SHEET 7. A48- (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER frP 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'AA SHEET WEL CARRIAGE DETAIL EXTERIOR ,I (iuOEY 4111CIOL 4 ' n 2 ]/a' 31s'9 s MQ BEWO 4 OOR I i Q OR ® I l i 'J ® EXTERIOR M®OR AT [ R '., BIACE'S INICIaL (SEE NOR •roll UQUIRE]IENTS) �SSEMBL� Y LeYOUT won m]rm. R6. 1 71WT TESTING A ENGINEERING COMPANY s]v n4r. sv. n su!w, vacw uma. rinm• v r]Yn. a fl4sK]1•Isx . rm � (xs)en-lul tarot I]4svOMtein ®-M9]19 'WRII A AU] ir. PL n9ww EY. / 4ae7 142Y I .IE]a•I 1�-1.! -0axaJ�I� >V eIAaE Aax3• ,pea• ON POLYCARBONATE SOURCES FOR 4 4111rA nm•mo AN4]A9l vYONO NR]!aL[ a^•• •� e esas �� m..m mmt ]4]0 na°°"' env 9In one ROY sl • 4.•t0 w a4v 9/' � 9Appd Y ]pa � Ax lyyl wl lyv Y wvn R9a4ua Deed 4sw mn s•4m9 wE vum ru coa am ulu on n n-s/. n rt-e/ Rol 9a®] wi er awaae av OYeo: vn mw Am: rm am 9ua •.a s o-1 4Yp len • eu 9 vu o-1 a]a 4m r]eC016i 4sn mu mmr ]]]nnY 4rlYl an w 9W wa roro 9u ]0e4E vrm vras 9un4)m vn m Owl wE em r4a A.S.S.A. American ShuH�r Syaf�ma Aa60OlafI0n4 Ina. 4268 Weslroads Drive West Palm Beaeh, FL 33407 .,IN SaPYIY. WC. Accordion Shutter System KV. RACE 01 W/ OR W/O HV. VANVOW BLADE . x N9t9VIgN wa n..Nx 0r: Et l OID la-O8a ]/x1 1 DUE: 0]/x] 17 E DRAWING N0 • 17-107 11���{�r,{�rr{{,n�tntl�trlt♦�Irtt� t�,nn 1 I I • II W..I i•�,. O I_ O. O. O• O• O• O• O• O. O•, O• O• O• O• 0• O• m• C V �e A•g v �pptltl �9 OF CORNER CENTURMATE a�a©. 7Oa 8Oa 10 .�•a TYPICAL C1> HV BLADE SHUTTER ELEVATION N.T.S. MY ALSO BE 1. Ilr1�lOR'F AL Iry LOG[I� a q5 SNAIL BE USED AT 1/2 OF SHUTTER SPAN FOR I OF'SHURU( SPAY FOR SPANS UP TO IDS', µ0 FOR WST DONS i WY BE USED AS µ INSIDE OR OUTSIDE LOCH. ATTACHED Too OR A 1/2' LONG MT HEAD S.S. UI LOCATION OF LOCK SHALL BE AS IND" FOR SECURRY PURPOSES, UP TO USED AS AN 11150E OR OUTSIDE LOCK CONNECTION OF LOCKS TO CENTE 5 INDeCATED ON TYPICAL SINNER ELE WPON. LOCKING RODS µE NOT REQUIRED AT URPoCANE POSITION, E V E SHUTTER PERFO MNICE LOCKING RODS OR AN ALTERNATIVE I VG POSITION (NDN HURRICANE POSITION). ./td) 1 40-%a 9 1/2 LONG MT HEAD S.S. Y TWO LOCKING RODS AT TOP R BO OY SNNL BE USED. LOCATION LOCK SHALL BE AS INDICATED ON TYPM•V. SHUTTER ELEVATIO, I. NGULIM SHUTER SPAN SHALL BE OEIERYWED AS PER SCHEDULES SHOWN ON SHEET 12. 5. • ONE ALTERNATETNYELNV LOCI( Q9 WY BE USE IN UEU OF HY LOCH w 9 FOR ANY )UMNSPµ µD MMAMLOL INSi LOWS AT ANY FIEVATON. ALTERNATE LOCK MAY BE USED, AS µ NSIDE-OR OUTSIDE LOCIE. ATTACHMENT Or 1/4•P-2W3/4• S. THUMBSCREW TO 0 OR CENIFAIUTES SHALL BE MADE W/ 1/4-0-2W3/4- AM R UT AS SHOWN ON SECTION HVE. SHEEP a O LOCK SIWL BE USED AT 1/2 OF DOM SPAN OR TWO LOCKS AT 1/3 OF SNUFFER VAN. 6. uAADAIwv fDGD MNI /J RNI DEMME UM IND INVAILAMM,ONE W Lac, ®w ®w ® SMALL, BE USED AT 1/2 OF SHUTTER VAN FOR ANY BPµ OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO RV, AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK ® or 0 or 0 MAY RE USED AS AN MOE OR OUTSIDE LOCK, ATTACHED TO 0 w ® SYMNEIWCAL CEMUtWTES W/(2) 1/4'-2D'A 1/2' LONG MT HEAD S.G. N.S. LOCATION OF LOCK SKAj L BE AS INDICTED ON TYPICAL SHUM ELEVATION. USE OF LOCKNG RODS W/ OR 0 TOP AND BOTTOU IS COMPLETELY IAANOATOW. LONG I. : ONE ALTFRWT NO LOCK(ll 1AYBE USED IN UEU Or NV I.OD6 q5 ONei FOR ANY SPAN AND INSAUARG6 AT ANY ELEVATION. ALTERNATE HD Lac, (B WY BE USED AS AN MDE OR d1206 LOCIL ATTAGMNR OF NO 10CH� To a WI J /B A J/B' F.K SS.Y.S. AND, INCLUDES REWTORCFYENR IHSEITf �y AS SHOWN' ON SECTORS NOR- µD at -MS, SHELT 10. I= WY M INSTALLED AT MOSPAN OR 12' WJONN'BELOW OR ABOVE UIDI USE OF LOOKING RODS ® 6 COMPLETELY OPIONA{. an 'gh eloc'ly ur 'co e 02017 EASTERN METAL SMw o e �%',aL R]el7 IAlFC0. e1C "y✓T TS IL MCOttIa. �! *' TIWT TESTING k ENGINEERING COMPANY :'R' 1p .ua •... l.o, v. r am...nw cwDe. nalD. Jr, '^ I ver.. 1 (w3)en-ISV . re. 1 props-I311 WIG 4 1N11 b. P.L URE/DATE ^°Aa LR / u167 A.SL{S.Am Amsdoan ShuMsr Systems Assoe)ation, Inc. 4268 Wostrooaa Or," Weal Palm Beach. FL 33407 OR W/O KV. AWING No 17-107 O ME ANCHORS POURED �� SCMECWE ON CONCRETE ANCHORS (SEE SCIRDUNE oN SHE” 10) E REONRED / 13) I©18 P¢ (¢[ VJ1A1.A®a YET TI 12-04 , %. ./ [ I/� S.S. In•,----: E NEaJ/a O TOq-20 NOi5 :I .250' I�' •/� III OPIIOM& ,E 60 HV WALL HEADER INSTALLATION + KEYSTONE �1 OR ® IILK S@A+.1TgN To cuss 1 1 �� (sa samolE W sraET 1q N IS MNWETE AN6f0119 ' / % L 1 1B 1' WCRNESCREWS U59.0 1/x•-20 NUTS o 12' O.C. / / , CONCRLIC ANCHORS (SEE SCNEDYIE ON I 1/fe-20J/P S.S. NNaLLV9 L_. TRUSS NF/O 2UC101E EEREM (SEE SCNFDUNL ON 9MEfl IA) / / Nam. SNEEI IS) POUREORflE w/ 1/C'-20 INIS a 12. O.C. N OO HV WALL 1 SILL INSTALLATION ( S EcmtrooN A� RVOUsRFDMIEU RED caxa� OHV WALL SILL INSTALLATION OR C0.4CRnE OIAC( REOIeRED EQ HV WALL SILL INSTALLATION BM DON OF _v_L : . ras TYPIGL MATTER • INSTALLATION DETAILS W/ �SUR ( 0. - EOOL DRT5 O (SEE SPECEICAIONS ON SN[Ei I]) • SR u AOHS OR USE FOR W SHEET 19 //44�� EJ`' H BLADE w � MHSMO ... 7.. ' •-BUOE L(J V �;+ J,GENSA('::-�p �^ ON17 TE1EC0. 9HG RN 02017 EASTENET& SUPPLY, aNG •,1O % ` A S S A■ Accordion Shutter o !o�, HvMADE B1 w/ a w/o Hv. Nrovx RAGE =. �111 0m TILUT TESTING A ENGINEERING COMPANY n5 .. xa American Shutter s stems Association, In. x nSystem 1 aG Is-oes 2 2 1 nm 27 17 "6CrNr a,1. .iVu.Laa rlww Sve �A-0 .RwN a114E®1Yp. 4268 Westroa0a a s YANC NaWest s.•.. LFN (wfp-1510. Em: (xis)e21-asl „m1 Drive Palm Beach. FL 33407 ..OMaA q...P••• Io.L. . 17107 •. PESEAL/SIGNATURE/DATE N e OE 20 {q)gp CDNCK E ANCMOM CONCRETE (SCE SCHEDULE ON sxm 13) i lfa 1 DR @0 ' E� y ++ E3RTIMC 0455� a( b. saQ a IA D/mmi ED o.utaw 'S weaa I 11 w w 1 ran/HO,0 rAa I, 3/a m 12' O.C. I ©• 7 CONC'.. (SC�)¢WOi ON SHOT q) Ii mSMG ' WAS IF / /• //, I/'1/2• •:q• '' / '/ // :/" 1Ra 0Eluv, ACP{ICIeY / 0:,sa�'mAEO°9w�Pm�, ./ Slam /.'� '•I I: ,d OQmN ' �ii E o. w •n n I 0 i lalmm♦ ♦CONCRCIE ''__i ro P m f. REgIIR(D E. D.• 0.•FLAT (SEE SCHEDULE ON SHEET 114) © BY —CEILING INSTALLATION O HV FLOOR INSTALLATION t HV WALK —OVER INc_TAL ATI01 ' •°• ' '-0 m•a OO CONCRETE MCHORS (SEE SCNEUME DH7 om'N i kvI51WG ; EIRSIOIG� ' E DUNG SHOT 15) / A p IW SUN COaN INClax 14) \ aA�Rm ((SEEnE ox scHEuvl1al ! 11 TRENCI ibH NSTALLATION li A110 ONLY H UP TO f70. -75 POM ASD. DESIGN PRESSURE MRNG k MR SPANS PER SCHEDULE /3. SHEET 11 8 Rpe �1 ( I' / vawxt u evvrr FAmNoi iie 4R DP a 3 w Q /IOU E.D.•/// sQ1 iT I++Aev 1 Nmw ] e r1/x• /tan/a• xEE xrAD I 1 3 a• I I w. rax / / wn. lENwa '•- ra SCPEns O B• Qa �' •1 3/9/ DR 1H'•-xo ss us camETE /nolors 11.. /I1 '- 6 . 7 3 /tan/a• 5ns / l 7 n/ NUT o 0. O.a ' (SEE Sm vuLE ON R % O e 9• a a / _ ; .. /j' l/••raO.S/••a K 110C 0 H/•Y_a0 N1e i SHOT u) 1/x / 7 /� • e n• oo. EDGE or x.aa' •isx TYaIaE :aw saaenR•L 17 QAO 1 1%e•.' 1)/e• / ./ . / / VPUWILE /1a.J/1• fH 565. lIP'L• ED. Ault �' IamauNE /. CONCRETE ANCHORS ME'JW 13(e) 1 e B• D.C. _PN� Two¢rt ■ `a a OR IaONOMTTC UCH S:M '.)OUIE a•! ON BEET l rro E w I�WtEr Ke) / ZED OR BLOCK M=147E O REOUNEO eT © T aEswOUPaNswa w..INa wAl 1 eTIM' REGUREo © HV WALL WALK -OVER IN-.AATION uAnnr n+n+u aaN �, r NUATION t Imo: • t TN6 INSIA =i S DE E D. - EMS DSTAHCE REYad r.Na• PrMORNED USHER a FOR MIX Sn Nai (SEE smemGlpe6 aN SHOOI3) aw ttAR OPWDIE Enf ♦ SILADEY�A� M19 Uy {p1 x- YOW41ND SECPONS CAN BE COOINNED ICI INSTALLATION DETAILS W/ M HV BLADE W Am" MY WSW AW INSYl1AME III+I p A, FLORA BUILDING CODE Non High Velocity Hurricane Zane SUP BEN • V =_ OX17 nUTC0• eHC xal] EA51[AH NEIAI PLY. MC. u S9 O 4e .•. *'x0. BERTHA �� e c o t/lc. A S S A �' Accordion Shutter System HV. SAGE /I W/ OR W/O HV. YIxOON BLADE �•°• i American ShYRor 5 admo a:w♦R9R o.n w..x er Le D t, , TIWT TESTING A ENGINEERING COMPANY Y _ 0 P : •' ,T` vs H•' u,.:<. se. 3a wp.+clAmis naa ul Association, Inc. 1 0l0 15-0e3 a 71 aro o7/v n _ Pnar.: (3D a)en_1530 . rw 1 (3Dyen-1vl 4268 Westroaas Drive x .�GNAL EN l mO11D'^^ West Palm Reach. FL 33407 3 DRAW NG No O l+ • •• •///1I111111 1'4nA A i ' 0, P.E ' / �' Q / P.E. SEAL/SIGNATURF/nATF r1aRo. I• I 441EY a ,,,-� END WA OUT IN SHEETS 10 dr 18 IN r, De=�GG LNSTALLATIONS W/ HV „� ��eRM° m AND AtlaalaE IN Taal ®aa SRQT �. BLADE W HV CENTERM ES a7mAw a 6• 7 a a 10 ®a0 O O O ®a D s urwm mn evae0 10•®P©.®P©.®a I•;EE ENDON W11 ONN -TION ©'O •©P©'O'®a rExisnNa suss r ®•®a�.�Pp.®a------------------------------- -- i E,a.a//.- s.us. o ,2• O.a ruu 1alGNr. W / HV LOCK T o �Y CENTERM TY------ A S 3 , (s�� ON SNER 11 - 2- - (J LOP® 3 — ®.0 NqT�V L®'®IV iLl P®a©•�P�P10 •®a 1 P ® OUT ®' ®P®•�a P 10• ©.® � HVB HVC B�®P�, ®P�'®J� "' IN l©l•ll(!®l!!a©•I(�VJIPO•®v ��• L b ' CE TE A S* ronaau IETOSIE C`5 S YL * NSEPAIATN to GV MIN o O•®v�•®a�•® ON! it) (SEE EKI®P ON SKEET 11) (0411 OUT I ----- --- ------- i /. ,4• Qa 9 , fv 3 vMM iP s * it l e ® •rJ � ® OUT OUT (DaEmORJ HVE yVF** HVD FLORIDArA BUILDING CODE Non h V.IOGH Na.ALane Zone' `'•CEN '"•, ✓ V SF •. � alai➢ m,CW, MC ON17 FA5EMEN METAL SUPPLY. Ma L E C O (.�. A S S Accordion ■ ■ ■ ■ B T Shutter System • �yrm7pF� 'Q. TILUT TESTING s ENGINEERING COMPANY Amorlean Shutter Systems H.V.VMADE 01 W/ OR W/0 KV. VA=W HAM , R oaanmR wrt awv ct -: �'.�••.PP/OOIOA f.4_ ••ys/DNA (amJen-,am , ra : (.w2pn_jul ` '°Ip1L°^' Assoclat1011r Inc. 4268 Wastroods Drive , l oL0 IS-CLS /22 wm 07/27/17 DRAWING 004- w A aLa P.L West Palm Beach, FL 37407 a No 17-107 P.E. SEAL7SICNATURE/DATE . now" uo. / w,el ° SHEET a OF 20 ALIERNATE INSTALLABON I • • \ 6' HV MALE/FEMALE nT" LOCKERS ffiMHV2'8'LAIQ'SE SM LV NNECTION DETAILS ON SHEETS E D O O O 2` E• 0 ©D NY i" LOCK (OUTSIDE) -------------------'N - r3oe a] NV.'T." -0 w GUT 0-20 x 1 1/2" S.S. M.S. 7/8"e . 3/32" WINGNUT. HDD—NVG•� FLOATING STACK C0017 MUM. mC IL ECOIN.. IILUT TESTING a ENGINEERING COMPANY u a..N 0.W] N 01M0Ogn , v ! (MA71-1AI0. m.. Iwsval_ma u. vt. 44157 NINE, =12 o • AAA.& American Shutter Systems Association, Inc. 4268 Weslroaes Drive West Palm Beach. FL 33407 ` � 1 MrAw ���■ GUT (amAu HOC-NVC SYMMETRICAL NO CENT RMAT � W� (�jt LOCK EINTERIORI KV- MADE 81 W/ OR W/0 HV. AWING No 17-10 0. 110.1/1- S." O 1610.0 OR PoVRCD CONCRETE OR I/ : U !. --� ^fRNmED CONCRETE Po11REO CONCRETE CONCRETE BLOCK WALL / OR CONCRETE OR CONCRETE / RE"M WALL REGOWED I / / filMN ,TAIL REWRED fOOSG6G cl 1 / TO GAss (ME U SmN4I} ILPLADE(D" / ' ro OA4 (52 i somuE ON aLaT 1/161J• YA% w 9100' 19 'OR 11 Ew a/19 FOR (60nO- me a Elan 1n rw . ((LttLosEli ® a sxTtr 19 mAro 9AlC5me® ATumNOi�seC 1L/2w I a0) I I a U9E I. 0R ]• YA1L 110..9. I 0 16' O.C.O 4 ME DETAL N FOR - WE C01sNECf10N TO TRAIN, .{EFSRHG GIAs9 Tat SOWgMI aI se ON SHOT ;' CONCRETE' wwVc aAis�e QB 18' T OR PoUREO EaELM OR EGNEREIE f0.0CN WALL NEOIMN 12, (As APPIIWBIL).2•.1/e'a0 4U1ANN1 CI.LP MOLE I (6063-T9 ALL01) AT WONDCNT (1) 110.1/2• sus TDpt (E)1/4•a TAPCONS ANCNOa$ To e�w WALL AT 1. O.C. (LOCATE AT OR Ug EmlOi sNE OFEAI -DETAIL Q`• CONNECTION DETAI Q3 NcaE1E w aWEOI� ` AND InncN �_ �7 - OR ♦ SLE LNOANexs aF M FOR BIAOC ©w SKEET 19 ([)OR®°R qOR@OR@ VIEW ZLAd DETAIL X OR I COSTING —_ —i°F-S TIX MAm svANB P �' : • . \(jeNs`.• � u: a0n FASIENN OETAL slIPPLr. ale. •v,A * ¢ IL ECOE■a. A S S A BERTHA HVM Accordion Shutter System Y .a ? y�y�`, : TF ; ■ ■ ■ ■ American IEv. B(AGE /T w/ w w/o rLv. VdlnOx B(AOE %�A��•^�11✓ S �A •'•.' ` 44-1 T TIL(ET TESTING i ENGINEERING COMPANY N9 NW. WA FL M 161. WCIeA (Mppp. ppm. 331 Shutter Systems Association. Inc. ,I M. eLO 13- ..rt I. a,,.r �. . -' rww. (30519)1.16T6. rm. (30WI-1531 m 4268 Westraads Orive T E) 1 am W 9/17 s/NNAL EN�,dLI ieLaoo° eaila west Palm Beach. FL 3340, s DRAWING No 'Mm A luN b. P.0 . 1 7-1 07 I/IPp.• O e euI iele.r.mer Tm.r aeRGA 1N. 1 4.10E _..- MAAIMUM SHUTIEN SPAN` -L+- OR -L-• (It.). FOR INSTALLATIONS W/ MAXMUM SHUTTER SPAN* 'L+' OR -L--' GEi ©8 ® art or W/ ONE N.V. LOCK ®or ®ar or HD (It.) FOR INSTALLATIONS W/ LOCK ® W/ NO LOCKING RODS ar CENTERMAT,ID 282 29 W/ ONE ONE HV LOCK or or 0 W/ NO tpi' LOCK 30 W/TNO LO I(NG LOCKI C RODS (SEE NOTES t, Tt) RODS BOTTOM EE M.� �3�5�NNT(OO1iiPL C& mrtxLlf= h two PISTNUN 0 WXtlN ASO. OmJI rlmva CNpiEI[ h levee wu YaPenm 'I GMG HALL YO&ITMa o R.aR/tWNO 1.4m�I YWMINC Ww •. �'�• OOOIVgLxC MartaaF SCHEDULE 93 AAXIMUM SHUTTER SPAN*'L+' R 'L—' (It.) INSTALLATIONS Il4 81 W/ ONE 1W LOCKS OR W/ NO LOCKING ODS Onto FDR uo&AINoGI SINCE 7) OVICiEE � �q WSiMIA1pN$ M1NM/LIDAL Nan1M1YG .J (� YI -1 M M1 -, 1I -00 30 16'-0• 16'-0• 35 13'-x• le'-1O• M 1A'-3' 16'-]• 66 13'-6• 1+'q• 30 11'-]• IJ'-1' SS 11'-1• 11'-11• 60 10'-x- f0'-IY 66 W-5' 10'-1' 70 8'-S' 976' 75 B'-I INrnnm�N IrnEND CONCRETE & MANSORF WDDD A•0. •K E• M.RN.SO,hP�O. MOUNTING h4 FLOOR/CDLNG MOUNTING Ge H. I. Ile J T. U. W & K R M 0 IWNAYY SHUTTER SPAN T. 04 = T.FOR INSTALLATIONS INTO WOOD SHALL BE InatiD TO 105 Pst. AS.D. DESGN PPFSSURE INC.RA RN4CORNERCENTEIMATE 13 MAY BE USED AT ALL UNRNG NISTAWRON& LOCNNG SPE]fIOATKINS ILL BE AS INOCATED ON MANDATORY CONDmON 1x TE 15. SHEET 5, 1'1 EXLiPT TNAT MMON{3x SNAER SPAN T.+' OR'L ' AND LLDauuu A5,0. DOUG PRE9LWE RMVIG TOR DMAIIATONS DAD CONCRETE OR CONCRETE 81M S to L BE UNITED AS FOLLONS: I- CONNECTIONS TO KEYSTONE MOUNT114G UNITED TO ♦64,-72 C.S.I. AND 8•-0• SPAN, SEE MOUNTING©ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 )^ 1) HV BLADE 02017 MUM. MC 1 TILL)T TESTING a ENGINEERING COMPANY tlb M1^.1: A Pa 70A YJG40 NRCD$ Npgr y Lnri, a ryvTe>1-Imd . ru I (3v)en-Iv1 a -moo IA.011719 em Le-aro J R01✓DA Lk 1 N107 A.SmS.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 (1) L+: MAWMIIM ALLOWABLE SPAN FOR A GNp1 POSIIWE ASB. DESGN PRESSURE RATING. L-: WX. IALLOWABLE SPAN FOR A GIVEN NEGATNE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DEIOWaIE MAaMUN SPAN FOR WALL MOUNTWGs (TOP/110TIVU) OR FLOOR/CVUNG: DNm A PDSOIYE AS-0. DESIGN PRESSURE RAMC. DETERMINE MAKIINM SPAN It., FROM S0IEOULE GIVEN A NEGATIVE AS,D. DEss, PRESSURE RATING, DETERMNE MAI&NM SPAN 'L-' FROM SCHFWIE. FM MAMNUM ALLOWABLE SPAN IS EOIM. TO NE ZANY .I DETERNDIED SPAN BETWEEN li AND -L ' (3) PROCEDURE TO DETERMINE MAXWUM SPAN MR COY&RATIONS IN BENREI WALL MOUNTINGS. W/ FLOOR/CEUNG MOUNIWDS: MR A &YET POSITIVE ASA DESA N PRESSURE RATING: DETERMINE LI+. M. SPAN FOR WALL MOUNTING INSTAILATIDNS. LL+- MAX. SPAN FOR rL00R/CEWNIO MOUMWG PRTAMAlpNS, FOR A GM NEGTWE A D. OESGN PRESSURE RATING: DETERMINE L, UM SPAN FOR WALL MDIINIIIIG INSTAWTIONS Lx-^ M. SPAN FOR FLGOR/CEAING MOUNTING INSTALLATIONS. FINAL 4PNIUUM ALLOWABLE SPAN IS EOUM. TO NEIN Yastal BETWEEN 'L.+ . 'y+ . 'LI- ARD •Lx-' (6) GO TO ANCHOR SCHGR L MM FUM MMOMUM ALLOWABLE SPAN AND MEGATNE &S.D. DESIGN PRESSURE RATNG TO OCIEDANE MAXIMUM ANCHOR SPIONG EASTERN METAL SUPPLY, MC HV. 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SUE "'(st SPA SC1®RE FOR uo;l 1 hc`,s afro POURED caaaE OR COH BOCK HALL ON 9eorT5 12 h IS AS WInD B SPAN Ala DESIGN LEAD (SEE NBTES 1 6 2 ABOU A 1e4 S1 DON To BUSS SCMDUM PEA ASTN E-%"& BamTaa uoavuN sEPAwaav To G1A6 1 iNRll ] 1• a AU• AwSxS.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 KV. BLADE cutter System KK WNDON BLADE No 'J u _ _-_-_-- _J 4Ja .em• naax w r'RIIm•O.. rIRHm a 4• oc o eJaat . wnUraDWm STUDS sc�s m 1,cc nMBH AS APP)A CoSTNO 41A55 NN, SEPAPATKW To GLASS (SEE SCHEDULE) ' aan• nucx w. m IPITO Ccs ExrsnrM lvm "aEw vn o-m ' m TO mos ra snarls ox �ADWGBI dJe a- 0 GEN A IMITATIONS AND CONDITIONS OF SF FOR BERTHA(I MITI 81 AD ` ORDION e141rt7c1v SYSTEM INSTALLATION TO MErAL CTl D WA I c 1. MAN. A.S.D. DESIGN PRESSURE RATING: +75, — 75 (psf) 2. MAX. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: M©ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ME ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. 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TIWT TESTING A ENGINEERING COMPANY American Shutter Systems us) xs. )•n A su :a). oo"me• c,Aum, npO, nm PMw : (ws)sn-um . rm : (3os)erl-tmr - t larccOa"t[m AssoclatIon, Inc. 4268 Wes(ioads Drive West Palm Beach, FL 407 37[B-W8710 ):` O�fl100.1,``0,a�:G 1 Eoa%GA�T) E "RO, Ut1 .167 •xL ,♦ I• ® 1/4"0-20X3" ROL" MUST PENETRATE e I". 3n• ]so r awe, 1/4•0-20 THREADS 43 1 /4"0 ELCO COMMUCTION PRODUCTS FAR—[ OK HO COMPONENTS SV - 3/8•- I• I wleMlex y E]flWee fKC I I 4 a -- — 12 Y --` 2) 42 - Lou D AT 12 xY xEADER/v Oros VIEW Y SIDE CONNECTION TO TRACK )ING CODE Non High Velocity Hurricane ZI 02017 EASTERN METAL SUPPLY, MC M BERTHA Accordion Shutter Syste) RV. MADE 81 W/ OR W/O HV. WWOW HARE .x usee"nu "" G . ft Lc I OLa IS-083 1 7/1 "M 07/27/1' j DRAWING No • 17-107