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HomeMy WebLinkAboutSET UP-INSTALLATION1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON Mph PRODUCT EVALUAYRRN DOCUMENT (MED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDWCE WITH THE 21517 (61k EDITION) OF ME FLORICA BUILDING CODE, MIS ACCORDION SHUTTER SYSTEM SHN1 NOT BE INSTALLED AT NIGH ',ilOCI1Y HURRICANE ZONES. GEMM WHO LOADS SNAIL BE DETERMINED AS PER SECTOR 1620 OF ME ABOVE MENTIONED CODE, FOR A BASIC WINO SP90 REOWREO BY ME JURIS0, TON WNERE SHUTTER B'RL BE INSTALLED WITH A DIREMONALIIY FACTOR Kd-&&6, USING ASCE 7-10 AND SMALL HOT EXCEED ME MAKIMUM (AS.D.) DESIGN PRESSURE RATNGS INDICATED ON SHEE15 11 MRU 15. 19 & 20, M ORDER TO VERIFY ME MOVE CONDITION, ULTIMATE OWN BIND LOAM DETERMINED PER ASCE 7-10 Slutl BE raw REDUCED TO AST. MICH WIND fOkOS BY MULTPLYNG MEN BY 0.6 W ORDERTO COMPARE THESE W/ MAY. MO) US" PRESSURE SWINGS INOICATED ON SHEETS 11 MRU 15, 19 & 20. IN ORO£R TO VERIFf THAT COUPONENTS µ0 ANCHORS ON THIS P.EO, AS TENCE. WERE NOT OYES SIREBSECL 33 S INCREASE IN ALLOWABLE STHE95 FOR WIND lDMS WAS (� USED IN TXDR ANPLYSIB HOWEVER, A WINO OURATON FACTOR CD-1.Fi0 WAS USED MR VEMIrCATION OF FASTENERS W WOOD. BERTHA N.V. ACCOPOON SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE M656E IMPACT LOAD HAS BEEN VIDONS) IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AT REPORT: -HV MADE QQ 10214.01-03, 1071501-03, /I0M.01-a6, B1214.01-05. J0317.02-06, 10609.01-10 AND 10210.01-11 AS PER 1AS-201, US-202 AND TM-203 PROTOCOLS AND ASM E-1886 AND E-1995 STANDARDS (MD ME LEVEL 0, WINO ZONES 1, 2 & 3) & 11220A1-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSLE. -NY WINDOW BLADE 0 jOWSM-OB AS PER ASTM E-1886 AND E-1996 (MISSILE IC40. D. WIND ZONES I, 2, 3) BASIC PRMECT10N ONLY AND / 0725.01-88 AS PIR TM 202 PROTOCOL 2. /IV BLADE (D AND HV WINDOW DIME 0 ARE ENGINEERED W WORK IN UNISON WITH EACH OTHER UNDER ME GENERAL UMRADONS AND CONDINONS OF USE INO:CATED ON SHEET 19 & BERTHA KV. ACCORDIGN PINS (HV MITERS , MSW AT BIASES KNUCKLE AND FOR DIRECT MOUNT CONNECTOR TO TRACKS SNARL BE 814K2,75- µD [14A1.75• RESPECTIVELY, 410-M MINIMUM SERIES STAINLESS MID. SCREWS WITH 135.0 kW �EUO STRENGTH, AND 160 kM TENSILE STRENGTH. PINS SHALL, BE COATED WITH BERTHA NV DACROSNIEUS OOATNC SYSTn/ AS MµUFACTURW BY APPROVED, SERE COATWO APPLIGTORS, REGISTERED WITH AMERICAN S ILTM SYSTEMS ASSOCIATION, PINS MUST BEAR ME NV MAWSMQ ON NOR HEM. 4. ALL ALUMINUM CATRUSIONS SHALL BE "WHOM ASSOCIAT ALLOY AND TEMPER AS INDICATED CH SHEETS 2 AND 3. MINIMUM MELD STRENGTH FOR BOS3-T6 ALLOY IS M.0 AM µDI SS.7 ILL FOR MS-75 ALLOY 5. ALL SCREWS TO BE SENNLESS STEEL SIN OR 316 ADD SERIES OR CORROSHON RESISTANT COATED CARBON MEL AS PER DIN =16 WAIN 50 kM MIN, WELD STRENGTH AND 90 III MN. TENSILE SMENDM. AND SNAIL COMPLY W/ FLORIDA BUILO:NO CODE SECTION 2411,3.SA. 6. BOLTS TO BE A5TM A-307 GALVANIZES STEEL, OR AHN W4 OR 316 SERIES STAINLESS STEEL WITH 35 AN MINIMUM YIELD STRENGTH, 7. SEE THE FOLLOWING SHEETS TOR ANCHOR SPECOCkTIONS: MY OVDE (D: 12.13,14.15 AND 20 HV BLADE 0 h Qi WORKING IN UNISON: 12. 13 & 15 8. THIS BERTHA M.V. ACCORDION SHUMR SYSTEM SEARS A U.S. PATENT /6'779,582. COMPONENIS OF MIS APPROVAL ME COVERED, IN WHOLE OR IN PART BY US. PATENT JV'55,I79 ISSUED TO EASTERN METAL SUPPLY, INC. 9. IT SHALL BE ME RESPONSIBILITY Or THE CONTRACTOR M VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 6 TO BE ATTACHED W INSURE PROPER ANCHORAGE, MATRAGOR TO S[µ/CAULTt ALL SHUTTER COMPONENT EOGES WHICH REMUH, THOU FASTENING N COYIMUOUS CONTACT AM ME WADING TO PREVENT MNO/RAN ININUSgN. 10. EACH UNIT MOST BEAR PERMANENT LM0. IN A YiSIBLE FLACE AM WARNING NOTE: DURING PERIODS OF NUPAUNE WMNINGS HOME OWNER, MNµT, OR OMERS. MUST PROPERLY CLOSE ALL NY µ0 Hp CENIERMATES AND ENCASE OR LOCK ALL HV µ0 HO LOCKS. It. MUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION NUTTER IN ACCORDANCE WITH SECTION 1709.8.3 OF itORICA BUILDING CODE. ONE LABEL DIAL. BE PLACED FOR EVERY OPENING LABI UNG TO COMPLY HIM SECTOR 1709.92 OF ME FLORIDA EUceNG MOE 12. BEMNA N.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WHIN SPECS INDICATED IN THIS MINING PLUS ANY DOWNS AND ZONING REGULATICNS PROWDED BY ME JUWSOIGION WNERE PERMIT S APPLIED W. _ 13. (a) THIS P.ED. PREPARED BY THIS ENGINEER IS GENERIC AND ODES NOT PROVIDE INFORMATION MR A SITE SPECIFIC PRD M i.e. WHERE ME SITE CONDITIONS DEVIATE FROM ME P.EO. I (R) CONYWMR TO SC REMON51St£ FOR ME SELECTION, PURCHASE MD WSTAMARON MOLUENG LIFE SAFETY OF MS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOER N9i DEYTWiE FROM ME CONDIONS OUNLM ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS ME CONTRACTOR'S RESPONS1BIUlY, (e) THIS P.E.D. WILL BE CONSIDERED INVAUO IF ALTERED BY ANY MEWS (0) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED, ENGINEER OR ARCHITECT WHICH WILL BECOME ME ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE 1 RESPONSIBLE FOR ME PROPER USE OF ME PIED. ENGINEER OF RECORD, ACTING AS A OnECATED ENGINEER TO ME P.Eo. ENGINEER SHALL SUBMIT TO MI5 LATTER ME SIN: SPECInc DMWINGS MR REVIEW. (e) ORIGINAL P.ED. SHALL BEM ME DATE AND ORIGINAL SEAL AND SMI NATURE Or ME ENGINEER OF RECORD THAT PREPARED IT. TABLE OF CONTENTS GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SWEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUITER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 75 HV R ADF n ND HV ENDOW BLADE (fA (WHERE APPI MAGI F) TYPICAL SHUTTER ELEVATION & NOTES ON LOCALS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATCN DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENIMMATE DCTNLS NV SHEET B CENTERMATE A1.1ERNAlwa DEUJLS HV SHEET 9 ENO CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MACUUM SPAN TABLES SHEET IT ANCHOR SCHEDULE- CONCRETE & BLOCK SIW 12 µMOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET IS INSTALLATION DETAILS M-R, WOOD SHEEP 16 INSTALLATION OGAILR S-X, Wa00 SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD AREA 3: HV WINDOW 13LADE ITAI SLEET 18 ONLY TYPICAL NUTTER ELEVATION AREA 4: HV WINDOW RI ADE in ON SHEET I9 Y INSTALLATION DETAILS, METAL =0 WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF To SCANNED ,A,k' BY St. Lucie Count Y : P' P�,A�,,., ....• -If _S ,: "V�c�rusIF 9 � ppJJ ; •� I • T ` f6P a :' AA V2017 T TlCo' INC IL EC O,mc. TILLIT TESTING & ENGINEERING COMPANY Ant WW. M. SDI Me, Ae MRGWW OvHW KL MIND& WI vnalx : (30 071.1UD . Fee; (Mon-1531 wµTMA,MUT11P.E. RoRoA. W. 1 ♦.'OT A.S.S.A. American Shutter Systems Y Association, Inc. 4268 Westroods Drive YJeSN PCM Beach, FL 33407 02017 EUMERN METµ SUPPLY, INC, BETHA TM Accordion Shutter System HV. HARE , W/ IR W/0 HV. WNCM BLADE oezwxmox DAn DRAWN en LA I OLD 15-085 27/1 D m Oi/27/17 ., •; k ONA4 ,d' PC EL'RbLCICxaAVi llxr Jns Z s DRAWING No 17-107 _ _ . HY SO ID GLAD COVERED UNDER US PATENT 9 54MI79 OF USE OF BLADON SHEET 19 1� � 0Y26' J 06HY ADJ. FLOOR TRACK •� QUALIFIED FOR USE Al NV 191T• J OHS• .oe3• O6 • Y pP GTG I Lfi96• J 920' ii HV CEILING HEADER 021FOR USE W/ HV BLADE t ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER W %MN YMNI Jam SIDE ANGLES JFIED FOR USE W/ HIMBLADE V -T6 ALLOY AND TEMPER' 04 x- 8 ILA 4. EY UNIVERSAL FLOATER QUALIFIED FOR USE Y2/ H4 BLADE( 9005-15 ALLOY AND TEMPER (j1 HV HEADER/SILL OUALIFIE 60WRT6 S VV NA D BLADE (1}ONL' JLL ALUMINUM ANGLES QUALIFIED FO$ USE W/ AV BLADE ONLY. 6063-76 ALLOY AND TEMPER ®HY_�O QUAUFlED FOR USE W HV BLADE 6063-76 ALLOY AND TEMPER. 8( )HY WALK —OVER TRACK QUALIFIED FOR USE W/ NV LADE , II B 6063-T6 ALLOY A TEMPER COVPpNEN! A D i1 Tx �6 2" S' LWL10.19T 0.192' L� 2.4• T' kAX. 0.190' 10.190' { 7 4' MA%.10.1]9 0.131' \5 QUALIFIED FOR USE W/ HV BLADE QI 6063-T6 ALLOY AND TEMPER 6 0• G{2 g 12= 920 (�9 HV TRENCH TRACK QUALIFIED FOR USE Y2/ HV BLADE GI ONLY. W/ HV TEMPER 1� HV RAINGUARD QUALIFIED FOR nb VF/ HV 6063-T6 BLO�EAI TEMPER, r llll ����^�^ : ............ GsF;,�p i ;� •_ '��M( A� �' T� '• TATF f Q Ar1..^zL�---- �s,'..,�R�DA •.at41111 n^ S/QAry..e.1...Etj6` LIIL P Fn"P3.A/ �A�f(:Nbfi�i35C /t)ATC 02017 DLTE00, NO I�N- A.aS.aS■A■ AmBfIC0E1 ShuHer $Y9IBRI8 A800060IIOn, Inc. 4268 Westmads Drive West Palm Be=h, FL 33407 02017 EASTERN METAL SUPPLY. INC. "R A VTM Accordion Shutter System KV. anDE bl W/ OR W/0 KV. WNW BLADE TILUT TESTING 6: ENGINEERING COMPANY eo45 x.W. Rm. it. Mx. Mx Y.xv Fa59ws, nnRy AI6 Peon.: t:a5)a71-1s]0 . Fn: pualfin-H,M ,k Vt�ow o--. ED VID Wµ IR A. NUR Ja P.E. RO0.U4 Me. 1 4'16T Ly, x pESCNPnax W, Gwrm OY: Le I OLD I S-.. 21 i MTC: 0]/21/17 2 4 DRAY2ING No 1 7- 1.07 A MV CmENTERMATE FOR USE W/ NV SLADE(Da, 6063-TO ALLOY AND TEMPER I 1 �1 I�QPVN 't fROfR ELFIRgN O K R FOR T. LOCK ENTERMATr GUALIFIED FOR USE W/ HV BLADE I ONLY 6063-16 ALLOY AND TEMPER t I I OW' 111' Ivl UA CENFO RMATF� ^ QUALIFIED FOR USE W/ MV BLADE i k AG ROD 4063-76 ALLOY AND TEMPER I/ M 9& 06 1j6'e- ' ` M (za Oc*+a$1 t u Is - ® LOCKING RODS QUALIFIED FOR USE W/ MV BLADE,nt., 6' HV MALE "T" LOGK CcurrauerE QUALIFIED FOR USE W/ NV 8IAOE ONLY 0 6063-TE ALLOY AND TEMPER M 6063-TE ALLOY AND TEMPER w I L,JT$° 61 J.I61 1 9 1 I 62L 1 R I QUALIFIED FOR USE W/ HV BIADE 1 6063-i6 ALLOY ND TCNPER S1/2' 13 Hy I " LOCK E W/ NV ONLY. n�Ll TER RAhTN: IVNUTIN TAEf MM rAm W Lwn C.6T5' Mn. I ,125' Nw. N v' W D 61t+RN CttiNOER oR KEY 1 5T CYLINDER I.Ta Na.. 6063- 6 ALLOY AND TEMPER 0— 6 %1 yo/INSTALLATION WILL REQUIRE A 7/1 MOLE THUMBSCREWS 0 1LLEb AT TRACKS FOR PROPER /4 6— D Ai CI `�/E-RI TH IL!aCOF'ttM 'Sod ST REGENT HARDWARE MORTISE LOCKS SERIES 2331 NOOK BOLT LOCK. QUALIFIED FOR USE W/ FfV BtAOE-`�k DMEM UAUFIED FOR NV B QUALIFIED FOR USE W/ MV BLADE t© RORI6k BUILDNG CODE (Non Nigh Velocity Hurricane ions 1111 y / O$OIT iH.YE00, We 02011 EASTERN METAL SUPPLY, INC. THA tIA "-�,- A.S.S.A■ Accordion Shutter System T * f TILUT TESTING HV, awE.l W/ OR W/0 ttV. v6trax BLADE American Shutter Systems 5 STA k ENGINEERING COMPANY Ga N.A. gsw a. M.. m° x6crcA amsms. ILONA ]]t Ea x 0[ttwnOx wn nluxx °r; L.c Association, Inc. I OCD 15-085 T iT/I O+iO OT/2T/iT C = �'`'•.1LZOR{DP . ` °v ' Lm p)en-u]6,r°•: (JDs)BTI-I5]I m 4268 Westmads Drive 2 j61Mlr6719 fs '•.• ...• ..•. \a 1]1 Wu1w t T�iw°r19c P.c. West PDIm Beath, FL 33407 DRAWING No ,AV�AA P:E �(SfSbA LPEJOATE aDROA ta. / ul67 IT SHEET IT3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 1 1A RECESSED NYLON BUSHING T RECESSED NYLON RUSHING WHAT HAT WASHERL CARRIAGE AISI 302-303 SERIES I6" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS HV 1 3/4' ACCORDION PIN W/ #8 HEAD X` ® HV 2 3/4- ACCORDION PIN W/ #8 HEAD X` ® POLYCARBONATE IMPACT RESISTANT HV WNDOW (1) HV PIN © SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN UEU OF 9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV (D BLADE WHEN CORRESPONDING TO INSTALLATION "11', SHEET 7. 3) HV PIN ® OR © W/ 1/2" O.D. 1/16" THICK S.S. WASHER HALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET KBLId Cl\�i iI i� ^ l 27 Jt6'P I sB EXTERIOR —47 N li I I QOR ® f �I I, f EXTERIOR NV PIN ® OR fad AT EX79RRIOR pO J24'1 B1AOE'S KNUCKLE. (BEE WK • FOR .p4&=r ` O REOUIRENENTS) TSP. I Icy a, �0I825' AO£ .0.635" Rf . X 0625 .0835' 'OLYfARHONA7E 161-A -RESISTANT HV WM0OW AVER MAKROION 3103 POLYCARBONATE ESINS, UV -STABILIZED GRADE OR SABIC NNOVATIVE PLASTIC LEXAN 103 RESIN SEE NOTE "F" ON SHEET 19). POLYCARHONATE SOURCES FOR 4 +�roaK Em4] rmru r4vwRs nNYN0 GPM W.M ynuWr.r ISN Om 60U D/m' 0.W 0/m' PeaeN 44A euxwn nxcvr. n ..m .M D,n , 1''. v s Ncuroa u]aµ7 4vec5 asn Um sw,xa au vsam ws 'WIC4U iSCU 145 mmvn. duunw.va lSly otY 14 it-OAn ,] n suvu v[rsie xsru D]W .0 X <•3 c uu r 2 m ev4.ru mu Duo o-I wss c-I ws �r w:wx nm vIw iaU r wU Au 4. rzr4 nFer K vrsm MAAN( .ssv ve vsv3 v.•. eaU o-•A mrsvc mess earns vv.ri¢vac vsu xu e.4I v..I wU o+.I. We,? IRTEO]. 4K. I L E C O I ■c. ASSA 02017 EASTERN METµ SUPPLY, IN,. B M Accordion Shutter stem System •Y TILLIT TESTM0 4 ENGINEERING CONPANY W54 vx, san s,. 4N, sus, wvc�w s xWNA nave Isle Fnene : (s05Je]I-s5m . Fv : (ses)e]t-AT _ e�aao"c'oo `vm AWER a. mtn I, P.E. RARm U 1 14167 ■ ■ ■ ■ American Shutter Systems ASeOCtotlOnr In .. 4268 Westroads Diive West Polrn Beach. FL 33407 #1 W/ On HV. ■A0E RI W/ OR W/0 HV. VAIDOW KV.WN W • m�wr� r :R �•'••, iX; ' v1 , „ R[srnmox D•rt eRs]RI ec Ec. s ON t5-085 IJ2] t _ ' S/ANAL E�6'IIt1 •. P.E. SEAL/SIGNATURE/OATS 3 4 DRAWING ND ) %— Q] cure] • s I ��>•^�ttt�t�r,�,rualy�ittn�n� � _ ___es III y �I IIIIII- 10• a .,�3 e+�•�w Qce©•@71 TYPICAL J) HV BLADE SHUTTER ELEVATION N.T,S. OF CORNER CENTERMATE NE IW LOCK « SHALL BE USED AT 1/2 OF OF SHUIIER SPA4 i0R SPANS UP TO 10S'. ANO I MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, Am x 1/2' LONG FIAT HEAD SS. M.S. LOCATION OF LO MICA. SHUTTER ELEVATION. �c anw NLH YL MWANCE. LOCKING RODS AT STACKING POSITION (NON HURRICANE POSITION). ATTACHED AT TOP G MAKIMUM LITER SPAN FOR ANY SPAN INST SHAO TOY T ANY iOR L BE AS INOICATFIOR MKIES, UP TO iWD HY LOCKS TO CEWTERNAT6 je FD MANDATORY CGNpTDON CANE PORTION BUT MAY AN ALTERNATIVE DEVICE ILEEMATESiDR ANY SPAN IDE OR INSIDE LOCK MS, MO LOCKING RODS I@ ICI. SHUTTER ELEVATION. IrvSTAIUHONS AT ANY ELEVATION. ALTERNATE LOCK O� MAY BE USED AS ANYNSIDE'OR OUTSIOE LOCK. ATTACHMENT OF 1/4'0-20.3/4' S.S. THUMBSCREW TO @, OR 0 CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4' ALW. RNN9 AS SHOWN ON SECTION NVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER. SPA'. ��ff 6. MANDATOR/ CONDITION 63 EMI KR<TG O NDKG VIMAN' ONE W LOCK 'GJ Or is Or SHALL BE USED AT i/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR 6E 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK 03 or 23 or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ or 0 BMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEN S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ ? OR 0TOP AND BOTTOM IS COMPLETELY MANDATORY. L4 4L 4 LF L w .1 UL INSTALLED IN LIEU OF W LOCKS �$ OR �,6 FOR ANY SPAN AND I STXIATON AT ANY ELEVATION. ALTERNATE LOCK ,NAY DE USED AS AN INSIDE OR AIDE LOCH. ATTACHMENT OF LOCK D INCLUDES USING REINFORCING LOCKE��TJ , AS SHOWN ON SECTION FRG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® MO W/ 1/4'0-20 x 1 1/2" LONG SS. THREADED DOLT W/ 2/8'0 x 3/32' WINGNUT OR W/ 1/4'0-20x1- S.S.M.S INTO A 1/4.0x 6/6' RNNIN. LOCK My BE INSTA DO AT MIDSPAN OR 12- MACU M ABOVE AND BELOW MIDSPAN, USE OF TWO LOCKING RODS 9 TOP AND BOTOM IS MANDATORY. e ENTERMATES: I. NO Ta01[tal w/ I ON[ ALTERNATE HD LOCK MAYBE USED IN UEU OF HV LOCKS aj OR @S FOR ANY SPMI AND INSTA LMI.. AT AN1' 1104. ALTERNATE KD LOCH a MAY BE USED AS AN INSIDE OR W MID LOCK. ATTACHMENT OF NO LOCK �Y TO I? a W/ 3 j6 x ]/B• F.H. S.B.MS.. 0.ND INCLUDES RflNFOFCEMEM INSERT ; AS SHOYM ON SECTIONS NOB-HVB AND DC-LNC, SHEET 10, LOCK NAY DE MSTAILEO Ai MOSPAN OR 12' MAKINUM BELDe/ OR ABOVE MIDSPA,. USE OF LOCKING Ron CM IS COMPLETELY OPTWAL. ' 114,'r-; .•,CEN •.• 4 ✓4 ti sF••.•y,i • •D'• ��Ti * 10 f . TTY 0201E TLTECO. INC. IL EC O Etta. TILLIT TESTING & ENGINEERING COMPANY e]]A nV. ]AN. s., an. Ow. N .. a cumOn, Rwa NI Imon, : nm7eT1-Ivw . rw : (3os)eT1-Iss1 -m U 6061,10-.^�^ W f50.TIMR.P.E rL0E0R U$ F 4416E A■S■S■/`+l■ American Shutter Systems ASeaeiatian tna. 4268 Weetrovds Drive West Pnlm Beoeh, FL 33407 0201f EASTERN UEML SUPPLY, INC. ERT H T2 Accordion Shutter System HV. BADE R1 W/ OR W/O HV. WINDOW BADE N 0rscxmn6v 0Arc DPArm ITr: LC I pL0 15-G65 2DI 1 WIG GT/2]/1 f '- s . ••••.• • • SN! dl SpNAIEN,TINI PC CFN"ftlYKFAYI�GC )nnir 2 s DRAWLING No 1/_107 4 MAW CON MAW )""CONCRETE ma,oAs (SEE SCHEDULE ON POURED CONCRETE OR CONCRETE DLOCK REOUIREO IRN� REW1ttiFA SHEET 13) 1/4'0-20.3/4• SS. CONCRETE N, CONCRETE ANCHORS ISEE SCHEDU ON $HEFT 13 R 1J1 B 'J�4FO&Ga (SEE U ,,aa®o4 Asur >) a ANCHORSYAMINE SAM (SEE SMEOULE ON w/ 1/4•-20 SHEET 13) NUTA O 12" O.C. y 12 M11 Eim AMRIE 0. .. fI. N;n. SCO5.5. _" 20 NUT$ t9 (-ED EO 1%2•-'. f O 12, O.C. 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RUILFRE MOCK +SP4CRETE SHEET 13) REDRETE BLIXH OD HV WALL SILL �- INSTALLATION ANCHORS (AEE %:HMULE REOWOR M RED � erinu OF HV WALL SILL INSTALLATION OR CONam BLOCK WALL REOUIRFD O HV WALL SILL INSTALLATION GaIAMNA11ax ac SExr OVS: DEET A FOR TYPIW. SXUREIF • INSTALLATION DETAILS W/ TING SECTIONS CAN eE COMSINED E E. • oneEDGE Dour ON (SEE $PEonCARONS ON SHEM IJ) OF USE M ♦ 5EE tog DLADE HjA ON SHEET I0 (1) HV BLADE AT TO SUIT AY1' INSrALUl10N, r AAA '+ FLORIDA BUILDING COMMIT MET, Velocity HUrricone Zone ,1TA iI EN • ✓ J sF •.,9 : OX17 n TECO, IeM_. 0201T EASTERN MUAL SUPPLY, INC. ' d . i L A S S BERTHATM Accordion Shutter System e ■ ■ ■ ■ A N,V. BADE �1 W/ OR W/0 Ku. WNE)CW BADE •; �'•••.. `'@ TIWT TESTING A ENGINEERING COMPANY American Shutter Systems Association, Inc. p, on RIPRM oArt cw.Kx Bry LD. = DRIDP : �y�AAR assa Nw. aN.A: a. V. 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SPAN FOR WALL /CEIU NC INUNTING ONs. LR+a M. SPAN FOR ROOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGANE &S D. DESIGN PRESSURE RATING: DETERMINE' LI-e MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, L2-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALIATIpNS. nNAL MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE MINIMUM BETWEEN 'o+ , 'U. , 'L,- AND -U-' (A) GO TO ANCHOR SCHEDULE VATH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE AS.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING: EASTERN METAL SUPPLY, ING Accordion Shutter System KV. RAOE #1 W/ OR W/O KV. WINDOW RAGE AWING No 17-107 ® WALL H m MwNrus mTwPER+ R EDGYET ImddO® Imddddn®* pp u�-m��®�® mmmd�d®dF�mmmo mmmdpdOda and t¢ann u�o da OO da o O�mmddB®®mmmd®nOa dmmddOpdpdkEpl m®mamlO mm ®® m mmaddad���annadn�mlunn m ODOmmmm�DOi�nndmm�OO pp [©# ddd[lmmmddOnammmddma�Ol-70dQm®dON p no as �dno pp ®� p mmmd0pvaammmd�p�a�pl0[7d�®®�® m�00myadO ®mdn0naa�®®OvaaOOmmm©�Od m®�� mm dim®�� pp pQOammm�mpn.*R67npadOd n p q p d m®m��L7��pOmm�®d�m mmQt.�a mmppp Vim® dE�dpO p oaggOOd�I n�d�ddmi7©O ppp p po nadddt;L<7®dna ive� pddp pOppO ®®ppppdm ®® �idla�odd d © a0 pp SEE ANCHOR SPECIFICATIONS SHEET 13 ®p Imo mdm�O�mmmo '.mddd0po 0m®mmQOddmmmm mmam 0®mddm�O mmdtadn m0®voO OdfEl�an OOVOmm0O�00�m®mmdmOOmmmO�vOn®��®nnOomm00®Do� ddOQammmd Q0m�®mm�®mddaa ��ppndnd mmdm000®mm®m®®®m�p� mpg©ddooppappppO �gOdd dt�7dn tan aaE�gm®dad a �mmp0pp�pO0�dpmm®mmd©�O�O®®�,,®,,�,,�aOO mmddn®dR1919 ®�oa0nnmmmOn MR Ulmppnp aQO�® �iad mm md® d dd�mmdd Od nmmmnn�ld mmmdOoddO�ffimp�nnn ��pp mmmOOnO�IFhid�ndOO oopppp� a�nn�.1 ® pppDana n na® 11119 IEilOdna mRliifmpiiiappa®a ME mmmd�gn�OQfoin CEi�nn®ddit'd©d �inM] a[[[[pp1111pddf9Cppdf m® dmdm ppppa d� ee BLADEHV , • 0BLADE Rai ��oe=000nm�avofedi�oommoao�®dmova��ee�w��oo®�oa�a�Oe ' ®aaaoa�mmoa00000mao�ioo��doaoaaa® ®nddnnnwmnaaaanmmddn ®ndnnnnmmadnandmmn dddon 1faME ��®nao��v�4uv����0000noon®voo dddaaadn a lvaanno� tmiponaeaaa�nm®�nnd dnnnadndddlvnlfano mdannndnluoomddn O- m�vao9®�m00000e vanJMIM mm n�no9���e�i�—�loi�i�n�oa0000m�oa�iioe Sao vd as on n� o m�danndlomonno�fanamnadddo(mm�o9onaodnmdndodn .1a MIMo�v asdaa �o63 va0000�no®noo�osee - - - - - <' FLORIDA DUILDINO CODE(Non High Velocity Hurricane Zone a �i aP 1J 'ATE 02017 TRRCO, ING �E ,- c A■�■S■A■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Rh, FL 33407 Beach, 02012 E ERN MET& SUPPLY, INC. B RT A ,M Accordion Shutter System HV. RIME d1 W/ CR W/0 KV. WINDOW MADE TILLIT TESTING a ENGINEERING COMPANY 0.1J5 xW. ae s_ su. J6J, xwuNa C«RNS. FlOmJ<Js1 1Tne : (605)VI-1me . F•. ; (305ho1-Im, -m a; w1«wem,<am W&IC— NRA 71610 l,. P,[. ROMN uc A -102 D x COMMON "IL EA . W. La 1 a0 15-0e5 7/27/1 d2: 07/27/17 2 s AAWING DRNo 17-1O 7 s SHEET 12 OF 20 s 90.9� �B.li/Olq@iC AlO! q��y (�Q� '• MAIMmB SAM E@WALL SILL MOUNTING ©CEILING MOUNTING QN FLOOR MOUNTING (ft) SO Jp IAS1V •0 MWM 60 >9 B455WC BO t20 RwNG i00 30! 53. 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FNCiIORS TO SUBSTRATE SHIN BE AS FOU.M: (A) TO E)USRNG POURED CONCRETE (um. r0 . 3 W) RvAC - 1/416 TOCON 0.4 TAPCON WIIN ADVANCED WRENI)FORM iECNNO.OLY MOPORS, AS MMLUFACTIIRW BY LF.W. BUlDCIL (wn, 1.0 . ] OUT ANCHORS w tPCGMn TMCON OR - 1/4'0 1 3/♦' ALL POINNS SOW -SET MCNOM. AS DISTRIBUTED BY ILL PDINR SCREW, BOLT & SPECILLTY WVpU,,, (wR I, . 3 1sl - 1/400 BLUE TO CONCRETE ANCHORS, W/ G AN WHWALTWEE BY TWNTtA FASTENERS MEM. WC YMCON "IN ADVANCED WREAEFOflM TECHrANACY (wn. 1'c . 2 AAn - 1/4-6 TAPPER+ ANCHORS AS MaMIFACTUREO BY POaERS FM ERs, MG PhD p6ROBUTCD BY ,, POINTS SCREW, GOLT & SPECULTY GOMPMY OR MD' OTHER APPROVED LICENSED OR AUTHORISED VENDOR REGISIEHED WITH 111E MI SHUTTER SYSTp75 ALL PUBS SOLID -BET (wn. I'c - 3 ksI) ASSOMTOq, WC ME TAP W/ CM NOTES: TA PER+ AI) MINIMUM EMBEDMENT INTO PWRED CONCRETE OF TAPCON CR TIPEON YArN RWANCED THREMIORM TECRNOLOOY ANCHORS MO 17PPER+ MOM 5 1 3/4-, AND FOR EWE TAP W/ CAP MGHORS IS 1 1/2'. A2) wwMUM MEDIUM OF 1/4-0 1 3/1• AIL MM$ SOUO-!Er MANORS SMALL BE 7/B• INTO TIE POURED CONCRETE NO EW M,,W 50. WI•D01i D t00. INTO SNCCO SHML BE PERMITRO, I/1'0-20 S.S. MACN•ME SCREW USED SH41 BE 1 1/2- LONG WNMNM SHOULD M= N`Vt N ON MRW 16 EXW, AND T- UNUUM FOR WALLS WIN NO STUCCO. A3) IN CASE iIM PRECAST BTONL PRECAST CONCRETE PANELS. PAVERS OR ANr VEMcER BE FOUND ON WE EKSTINO WALL OR FLOOR, ANCHORS SHNL BE LONG MUCH TO REACH WE UNN STRUCTUNE BEIMNO ME WALL TINISNFS. ANCHORAGE SHLLL BE AS INDICATED ON NOTES AI) ON A2) ABOVE. FOR INSTALLATIONS 01 MNYL &O:NG OR GTE WtIH CB NNITHO1T METAL CONSWLT SRIOS WIS ENGMEER. TOR INSTALUTION INTO DFS VBIH INSTAL SNOB SEE SHEET 20. (B) TO EAISOW CONCRETE BLOCI: (ASW C-90) - 1/♦-6 TOWN OR TIMOR WGN APFMCED WU R)MRM TECHNOLOGY MMORS, AS MMVFACTIIRED BY I.T.W. PLUM - 1/4'6 1 3/4' ALL MONTE SOLID -SET ANCHORS, AS CWR AKED BY ALL POMIs SCREW, BOLT & WEC6WY W,,Mr. - 1/4.0 ME TO CONCRETE MCNORS W/ W AS MMUFAGIURED BY MOMDA FASTENERS VIN F, MC. - 1/4.0 TAPPER+ ANCHORS AS MWVFACTUREO BY MINERS FAeiFNERS. WC., MO D OBUTEO BY ALL PONTE SCREW. BOLT & VM LW CONPMY OR MY OFNM PPPROVEO LICENSED OR AVWOMZED VENDOR REWSRRED NW, TIE MEWCM SHLIf1ER $YSTFUS MSOCMTdY, INC. NOTES: B.I) wNIMUM EMBEDUEW INTO CONCRETE EWC( OF TAPCC.N. BLUE TM W/ CAP MCHORS MO TAPPER+ MC N, IS 1 1/4- ANTI TAPCON WRN ADVANCED WREMFORN TECHNOLOGY MCNORS LS 1-, 9.2) MINMUM CASEMENT Or 1/4•9 A 3/1' ALL PoRBS WUNO-SET MCNORS SHALL BE ENTIRELY EMBEDDED INTO WE CONCRETE MONM NO EUMMEM INTO STUCCO SHALL Be PERMRTED 1/4. 0-20 SS. W WE SCREW USED SNALL BE I I/2- LONG MININUN SHOULD ETU CO =V, MD 1'. NINIMUM FOR WALLS IPTR NO SNCCO. IN ME THAT nECAST STONE, PRECAST NC RETE PMOS- PAVERS OR MY B.])MCHM BE FSHES RD ON INS "TTIM WBE SHALL BELONG MUCH TTO RREICNTHE UAM STRUVIvaE MP4, SOLD "ALL FINIMCHOPl4E SHALL AS INDGRD ON NOTES MI) ON B.2) ABOVE MR INSTALLATIONS ON MN, Single OR DFS M OR. WINWi METAL STUDS COWULT ITS ENGINEER FOR MSINURON INTO EBE WIW METAL END$ SEE SHEET 70. (C) MCWRS SHILL BE INSTALLED IDUD1YtNG ALL OF WE RECOUWKcADONS MD SPECIRGAT10NS OF WE MCHOWS UMUFACTYRER. (0) SEE SCHEDULE BELOW FOR FN:F e., Tf NNI um \I • I y A L II L I EDGE DISTANCE WRSLISee Cue --•EOR ANCROR .- SPpUNG BY MULnFLONG SPACING SHOM ON SCHEOLY.E RV WE FOLUMNG FACTORS, AWIml. A4proR SPTCINGS PRE Y" FOR EDGE ESTMeE5 ONIGIED BLLO'N. PER L 0. LESS FNM 1NE INdUTW714- ROMM SPICPS OSNVt W DyNO r4 R 9 L NOT BE LESS FINI MINMUM SPAgIq IKleUrO MR UCN MC FACTOR EDGE TAPCON THRFFDFORM TECNNOLOGt' ALL POINT SOUD SET BLUE TM W/ CAP DILRMCE Eo. _ wN. SPApNG m 3 _ MW. SPACING ] YM. SPAGNG . J 1/2' wN. SPAgNG . J-{'Q ffi Q& M ED Dpp�ExFR&Us .r wt M-31iP- IGt EB.I Ill' DUutNiDUF.6�> 1 y� pUag pEO:RIA 0.90 Is 0.78 10 A oat t9 2• - %71 - OAST - Np`�`..r�....l,,r//A/� L. D2017 MIEW. Me. 02017 EASTERN METAL SWPLY, MC, ERT A TA Accordion Shutter System V5LIt11. - AAV..TINS L.y; 0-• 0 IL ECOENS. AmS■S■A■ ._' TILLIT TESTING &ENGINEERING COMPANYAmericcn $hYtler Sy9fBm9 #1 W/ CR W/O H.V. WINDOW BLADE TA7F A4155 N.. s.. U- 51L J WGM0 OI KONO' ADBocictlon• Inc. 15-085 7/27/(303)871-13M. B JA8 Fa. ; (SDS)9>t-15]t 4208 WeStroOOs Dive RP DRAWMC No 0(Y4719 West POInn Debch, FL 33407 O�aLLf]1�b�FR"' 44 r1ruu[IN AraDT m PE. 17-107 P.E. MkI&A�IJ12 DATE FLORID• IR. E {♦1GT <NFFr POURED CONCRETE PME WNmff etaat I W" DYER & WOW; 1 TNCNCH ONJNGUARO MOUNTING I@WALL/FLOOR }BLUNTING ©WALL/Wp OVER MOVNIING YAY Sx)AmADISM Mfi:aAC 9fi5315E 0.4@G l90. llHDI M:UfiL RAF6ff RWM 54 0(Sa1 maf6T FICSAPC RUSO OESa MneNF HSIDNC MRR (a6 b ♦0 80 ]3 90 130 IEO YOs b •0 80 T9 90 1Y0 I80 203 ]0 •0 Bp JS 90 1M I6D hL] JD 10 fi0 ]5 9D I20 I60 203 3-0 H 12 t{ 12 10 10 v 0 a 8 e B 6 6 8 0 la 1R lY 1Y I3 12 12 ❑ 1 12 113 1x fi3 AB S] S! 5 5 5 5 im U 12 10 e B B 6 6 12 li @ 12 05 0 0 •3' ) J ) ) ] ) ) Bs 3 5 ] 5 ! 5 S 3 N 4 f0 9 0 B 6 8 li 1x 12 12 1] 10 >d 6)) 'T ) i>]) 3 5 S S 1 5 3 5 1♦ la 10 9 8 fl 6 6 1x +a Ia ix td 03 AS S 4,-0• N 13 10 0 8 e ! 6 1] 12 13 1Y I3 03 ] 3! > ) ] ] J J > 5 3 ! 3 5 3 ] 5 11 12 10 0 8 B 8 0 q 13 f2 03 a B ♦A Is >]]]] J 6A S 3 S 5 5 1 3 S 5 H li 10 9 8 B 0 6 R 13 1] 13 10 T,3 b3 ♦ T) T))>] S.S 3 S 5 5 5 9 S 3 b IT 10 9 B B 0 8 13 IS 1Y II 2 9)]♦] 16 l ))] y3 ♦ J 5 S 5 5 1 5 1] 5._G. 14 12 n e 0 6 B 12 Ix 10 TS Sb a)>))) T> J 9 5 5 5 5 3 5 1 14 12 10 10 9 a 8 6 a 12 fi 13 8S .5 •S ]3 -]]] T T] S !9 5 3 1 3 5 3 5 1 1• 12 10 9 a e 5 e 12 12 1x as e 6 43 - r> i)) T 5} • 5 s 5 5 S 1 s 1 11 1.2 1100 1. 1. 1. 6 12 12 S n )s 0.3 •] T)] T T 45 Jd -] s] S s 4s u 6-0. 14 12 10 9 8 5 6 6_ 12 IY R 10 B 6 4! 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S 1.5 4 J 14 IE 10 9 8 -- 10 3 5 5 N 12 10 9 B OS 8 5 • JS - ) 03 ad 3 43 J} ] 13-0' 14 Ix 10 ➢ B IS 8.3 6 ♦} 35 3 - - ). ] ) > ) 1.3 - 3 S ] 5 5 5 43 ].S N 13 10 9 B - ) 35 J.3 3 ] ) S • ] S 5 3 ] I2 +0 ]5 - ] E3 •.S - 5. 3 5 s3 14 IR 110 j 9 10 17A 6 ♦ ] - ) 8 1 4 3 S 5 • J 14-0' 14 t3 10 8 OS B a3 • 13 ) ) ] 1+ 12 t0 9 - N 5 J -)) S T412 10 - 9 ] li 3 3 - ) 9. Jd 1$'-0 N 13 f0 10 T,S S• J - T J 1) T J} -- 3 5 5 5 3 3♦ 3 q 12 10 - 8 ♦.1 ] - > J 43 J 3 ] •S 11 - 11 f] 10 - B 6 1-_ i] 5 S 5 5 14 1 10 - 651W 4 Jd ) S.s aS- I6•-0. 1• 10 - 93 ) •d ] T T a 3 - - 3 3 3 5 5 45 3.5 - 14 12 la a ♦,3 ] - ) C5 ♦ 5 3 4 a3 - w RVANCEDNOLOGYD-SET * 51E ANCHOR SPEC'nIATIONS ON SHEET 13 MR UP TD +70, -75GN PRESSURESPANS PERSHEER it 1) HV BLADE ONLY N IK,✓ i elan 11LITC0, LX. L- TROT TESTING s ENGINEERING COMPANY ma x.w. wu. s� n..:as. vacu 6Ww5, 2muo5 J316 Ncm (3D5)Rn-1ss0. rb6: 0M)fin-1s31 WKSCR AMUII. PE fIOR:DA L. 11.167 ■ A S S A ■ ■ ■ American Shutter Systems Association, Inc. 4268 Vlestroads Drive West PRIm Beoch, FL 33407 ®2017 EASTERN NET& sUPPLY, INC, Accordion Shutter System KV. BADE y1 W/ OR WIT) N.V. WtD➢V/ MADE i ' t • W, ;R .= n, x DEsem2uyx SAIL DRAwx ar: Lc. I OLD 15-D35 7/17/I MM, 07/27/17 sC; i S '••........an.wo661..o-.1 S��NAL EN�i?1j11 P.E. S�ACYStCNAYURE/DATE 2 DRAWING No 17-1U7 1 3 sHFFT MAXIMUM A.S.D. DESIGN PRESSURE RATING ( f l AND GORRESPONDIN L- XIA IL N I OR ccer (ln T SCHEDULE FOR A N ISv 00MUFR SPAN. NEGAIWP A,S.D. OESION pRESSUR ReTNr AND A CORK PONOR%- MD 1J�:.!s^- Tvolr (SEE MOUMIRGS ON ACaas 18 & 17). �l.J B`3:TRATE SOUTHERN PINE No. 2 W/ MIN, G=O.S5, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 5 N No. SPRUCE PINE RUC PINE DOUGLiS FIR W MIN. G=0.50 W / 1/2• MIN. CO% MN. G-0.55, MIN. C- �2�w flR NORTH / 0.43 W/ MIN. GaO.36 PLW}GOD FIR SOUTH .w °C�y W/ V. I�1"'ry W/ MIN. G=0.43 W MIN. 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