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HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NOTES: 1. 6ERMA KV. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.EDJ HAS BEEN VEHREO FOR CONPLLWCE IN ACCORDANCE WITH THE 2D17 (61h COITION) OF ME FLDRTOA BOOING GODS MIS ACCORDION SMUTTER SYSTEM ENALL NOT BE NSVILLED AT HGH VELOCIFY HURRICANE ZONES. DESIGN WIND LOWS SHALL BE DETFRMIRED AS PER SECTION 1620 OF WE ABOVE MEMONED CODE FOR A BASIC WINO SPEED RECURED BY 1NE JURSDICTION WHERE SHUTTER WILL BE NSTALED RIM A DIREC )NA TTY FACTOR K6=ORS. USING MIT 7-10 ANTI SHALL 00 EXCEED ME MUM" (AS.G) DESIGN PRESSURE RATINGS UNOCATED ON SNEERS 11 THRU 15. T9 & 20. IN ORDER TO VERIFY ME ABOVE CONDMINT. ULRNATE DESIGN WIND LADS DETERMINED PER ASCE 7-10 FAtL BE n9ST REDUCED TO ASD. DESIGN WIND LOADS BY MULTIPLYING THEM BY OX N OROERM COMPARE THESE W/ MAX. (ASA) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 WITU 15. 19 & 20. IN ORDER M VERIFY THAT COMPONENTS AND ANCHORS M MIS PE.O., AS TESTED, WERE NOT OVER SUBSISTED. A 33 X INCREASE IN ALLOWASTE STRESS FOR WARD W GS WAS USER IN THER ANA.YSIS. HOWEVER, A WIND WHOM FACTOR �I.60 WAS USED MR VEEOICATION OF F,,EIERS IN W,W. BERTHA H.V. ACCORDION SHUTTER SYSIOU'S ADEDtI MR WINO AND TAHOE MISSRE IMPACT LOAD HAS 6IIN VERIFIED IN ACCORDANCE W1M SECTION 1609.1.2 OF ME ABOVE MENTIONED COPE AS PER AR RMMTS: -W SIADE0 00214.01-03. 1071501-03, /1004.01-DS. e1214.01-05. 1030.02 0 . /0M OI-10 AND 10210.01-11 AS PER THIS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-11166 AND E-1996 STANDARDS (NISSRE LLVEL D. WHO ZONES 1, 2 & 3) & 112MOI-10 AS PER TAB 201, 203 & 11 PROTOCOLS URGE MIS9RE. -HV WINDOW BLADE O /05G!iGI-OR AS PER ASTM E-18116 AND E-IS96 (MSSLE LEVEE D, WRITE) ZONES I, 2, 3) BASIC PROTECTION ONLY AND I Or&W-BB AS PER TAS 202 PROTOCOL 2. Iry BLADE (D AND IN WINDOW STAGE E9 ARC ETI VEERED M NOW ON UNISON WITH EACH OTHER UNDER ME GENERAL UMWANONS AND CONINTIMS OF USE NOGUED ON SLEET 19 S. BERTHA N.V. ACCORDION PINS (HV SCREWS). USED AT TRADES KNUCKLE AND FOR DIRECF MOUNT CONNECTION TO TRACKS SFMU. BE /t4X2.75- ART) 014X1.)5- RESPECINELY. 410-M MIMMIM $EPoR STAINLESS STEM SCREWS WITH 135.0 AN WELD S,, M AND 190 AM lEhSOE SM, M. POTS SHALL BE COATED WITH BFATIA W MROSNIED CCAIWG SYSTEU AS MARVACMRfO BY APPROVED MPTKRS ATO, REGISTERED WITH AMER CAN SHUTTER SY5IEMS ASSOCIATION, PUTS MUST BEM THE MY MARKING ON MBR HEAD. 4. ALL AWMMUM EI(IRUSbN9 SHAL BE ALUMINUM A550CATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM RED STRENGTH FOR IRCI 6 ALLOY IS W.0 W AND SS.T W FOR 6005-T5 AHOY. 5. ALL SCREWS M BE SIANLESS STEEL 304 OR 316 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 WITH W Al MIN. REED STRENGTH AND 90 W MIN. TERSRE SntaonH. AND SNARL COMPLY W/ FU MDA STRONG CODE SECTION 2411.3J.4, 6. WLFS TO BE MIN A-307 OGLVANIZEO STEEL OR AISI 304 OR 316 SERIES STAMLESS STEEL MOM 35 AM MINIUUN YIELD SMWGM. ). SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: IA' BANE ) : 12,13,14,15 AND 20 W BLADE 0 & © WORTMO IN UNISON: 12. 13 & 15 B. PUS BERTHA N.V. ACCORDION SHUTTER S'YSIEM TEARS A U.S. PATENT E6'7T0.582. COUPONM15 OF TARS MPROM ME COVERED. IN WHOLE OR IN PART W U.S. PATENT }S'458,1)9 ISSUED i0 EASTERN UELLL SUPPLY, INC. 9. IT FALL BE ME RESPON5:6NRY OF ME CONTRACTOR M VERIFY THE SOUNDNESS OF ME SIRUCNRE WHERE SNMEE2 IS TO BE ATTACHED TO 0.5URE PROPER ANCHDRACE CONTRACTOR TO SEA4VGLDK ALL SHUTTER CDLIPMENT EDGES WHIM REMAIN. MOM FASM NG IN CONRM'OU9 CONTACT WITH ME BUDDNC M PREVENT WiNO/RAIN IM A WN. ID. EACH UHT MUST BEM PERMANENT UB6 IN A VSSUC PIACE WITH WMNNO NOTE: DURING PERIODS DF HURRWIE WARNINGS HOME OWNER. EMA NT, OR OMFAS, MUST PROPELLY CLOSE ALL W MD No CENTERMATES AND ENGAGE OR LOCK ALL NV AND HO LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL DE LOCATED M A READILY MVI LOCATION AT ACCORDION SHURFR IN ACCORDANCE WTH SECTION 170.9.3 OF RORIM BOOING CODE. ONE VBEL SHALL BE PLACED FOR DNERY CPEMNG. LIBELING M COMPLY TOM SECTION 170.9.2 OF ME FLORIDA ROOM COOS 12. BERTHA N.V. ACCORDION SHUTTER SYSMJ'S INST41ATIM S1 COMPLY WARN SPEDS MICATED IN THIS DRAWING PLUS ANY WILDING AND ZONING REGOTATTI PRWOW BY ME JURBOICTIOH WHERE PERMIT IS APPLIED TO. 13, (0) THIS P.ED. PREPARED BY THIS ENGINEER IS GMERU: AND ODES NOT PROJIOE INFORMATION FOR A SOE SPECIFIC PROAM, i.e. WHERE ME SITE CONWIONS BERATE FROM ME P.ED. (e) WNMCT SR TO OE USPONFBIE FOR ME SELECTION. PURCHASE MD NSTAWOW INCLUDNG OE SAFETY OF MIS PRODUCT, BASED ON THIS P.E.O.. PROAOED HE/SHE WES NOT DEYAIE TROTH ME CONOHIONS OEAIIED ON MIT DOCUMENT. CONSTRUCTION SAFETY AT SITE IS ME CONMUM R'S RESPON&II IIIY. (C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY MY MCANS. (a) SITE SPECIFIC PRWECIS SMALL BE PREPARED BY A FOPIDA REGSTERED ENGINEER OR ARCHITECT WHICH WUL BECOME ME ENGINEER OF RECORD (EDA) FOR THE PRODUCT AND WHO WRL BE RESPONSIBLE FOR THE PROPER USE OF ME P.E.D. ENGINEER OF RECORD, ACTING AS A CBLEGAIED ENGINEER TO ME P.ED. DNPNEM SHALL SUBMIT TO M6 LATTER ME SHE SPECIFIC DRAWINGS FOR IR`AEW. W OlaQMM_ P£0. SHALL BEAR ME UAlE AND CRIGNA SEAL AND SIGNATURE OF ME SCANNED BY St. Lucie County ENGINEER OF RECORD THAT PRUM G a. 02017 ILLRCO. INC. IL EC0. ' *' ' ` TT/t/6� ' TILLIT TESTING & ENGINEERING COMPANY SSlS ,I x. 36A. 24 M.. Mf, NFCMOM(M)8 A\ �' � wa Fa RWf 1] PM1: (30.5)B)b153D . m.: (3D5)9)I-1521 .-:rot: liteeeOva'.ewn S/ONAt. � .''`A A. TALI WIWR 4 DLII P.E. :CmdcIPAIA4u0r Anns 4IT RORDA. Mr. / w16) GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY M-44 SHEET 4 TYPICA LWNBOW SME & WINDOW DETAIL ABFA 9; HV n BLADE AMD HV WINDOW LWHERE�CegLEW a AnF hA TYPICAL STUFFIER ELEVATION & NOTES ON LOCKS SHEET 5 DISIAUAPON DETAILS A-F. CONCRETE/OLOCK SHEET 6 INSTALLATION DETMS G-M, CONCRETE/BLOCK SHEET ) CENTERMAIE DETALS W SKEET 8 CESRERMAIE ALTERNATING DETAILS W SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET I I ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET IS WSIAWPON DETAILS M-R, WOOD SHEET 16 INSTAILAMM OEIM0 S-X, w,, SHEET 17 END CONNECDON DETAILS 7-12 & X, WOOD AREA 3- HV WINDOW B AO % SHEET IS ONLY TYPICAL SHUTTER EEEVAPON AREA 4: FIV WINDOW BLADE (11) ON SHEET 19 Y NSIALLAPON DETAILS, METAL Me WATTS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Association, Inc. 4268 West—... Drive West Pahn Beach, FL 33407 `-'[all EASTERN MEAL SUPPLY, INC. NERTHA HVT, Accordion Shutter Systet NV. BADE #1 Wi OR W/O KV. WtFDW RAIX Y. N DEsalPnpx AAT ". Bn To 1 OLIO t5-FITS /2)/1 DAD 9)/2)/1 DRAVNNG No 17-107 ''DHV SOLID BLADE COVERED UNDER US PATENT F 5458179 OF USE OF BLADE -WON SHEET 19 ©HV ADJ. FLOOR TRACK OUALIFIED FOR USE 1V/ HV SLADE '---AQ-.I 3-T6 ALLOY A 01EMPER 917' E..J 093• _ MY r D6D' ,M A C� 670 � 696' AI $ 3 sxP• � e i t HV CEILING HEADER 0 FIED FOR USE W/ HV SLADE 1 ONLY, SEE SECTIONS FOR VAU 6063-TS ALLOY AND TEMPER ICL %MN YMNI A69' (�I& 5112E AN Ica OUAUFIED FOR USE W/ HV g a. P P II s 95' 3C�.HV UNIVERcA F OAT R QUALIFIED FOR USE VI/ NV SLADEO 6005-TS ALLOY AND TEMPER i� HV HEADER/SILL OUAUFIED FOR USE W/ NV BLADEPONL' 6063-T6 ALLOPP AND TEMPE aj 1 ALUMINUM ANGLES QUALIFIED FO$ USE 19/ HV BLADE iL ONLY. 6063-76 ALLOY AND TEMPER ®HV DIRECT MOUNT QUALIFlED FOR UkE W/ W BLADE 6063-TS ALLOY A1 TEMPER- (8)HV WALK -OVER TRACK QUAUFIED FOR U((HV ��55))E W/ 9063-76 ADLlLOYE 101 TEMPER :IXNPONENi A 0 TI t2 1� x" 5' MAC 1/a' i 1". x' 5' VA%.I 0.192' 0.192" I 19 1 2.5' T' MNf. 0.190 0.190 31 2' 5" VA. }0.139' 0A311 QS HV -90'/180' �sTARTrg QUAUFIEO FOR USE W/ HV BLADE 1 600-TS ALLOY AND TEMPER 6 . 994 942 S 1MJ 9M O9 HV TRENCH TRACK OUALIFIEO FOR USE VI/ I(V BLADE CD ONLY. HV RAINGUARD OUAUREO FOR U((1$$1J)E V!/ HV 6063-T6 BLODYE1 TEMPER. ,,1• wl.— rA oMIT TATTED. WG 02017 EASTERN METAL Wp Ly.. WC. ,, sF•.. 9 T y/ 4rry/ 1� (' jD t TATFOF r �s'y ..ID�.`t`Q3 /Appe"t"'F�y0V,1 P.E"'sEA"t9ilc�iavl'A4F/nerF ��� c o TIWT TESTING $ ENGINEERING COMPANY PvS.... M M..4w am wPv , NaRP A,5 ra.: (Sm)an-1v1 ®000a°Te "* wkTW A TUR b. RL naROA Lk. /alai A S S A • American ShuMar Systems Associaflen, Inc, 4268 Westrootls Drive West POITY Beach, FL 33407 B M RT A T Accordion Shutter System KV. BLADE #1 W/ CR W/0 KV. VAPDWV BLADE p., x P[scP,rylex PATE OuxN W; Le o n 15-ofis T/v I am oT n n 4 ORAYlING NP 17-107 -..__ , HV CENTERMATE FOR USE W/ HV BLADE I�& 6063-T6 ALLOY AND TEMPER �a. 4Ypm� � Y PUN IA(RLT ATWN I/^3 HV MALE n n 2 LOCKER FOR "T" LOCK NTEouerr QUALIFIED FOR USE W/ v @ ADE t ONLY HV FEMALE "T" DR USE LOGK NTERYATE HV "7" LOCK QUALIFIED FOR USE W/ HV B(AOE 1 ONLY 6063-T6 ALLOY AND TEMPER // (/4�.)) pUALIFIED fOft USE 6063-T6 ALLOY AND TEMPER OVALIFIED 6063-76 ALLT6Y AND TEMPERONLY W/HV BLADE ti'ONLY. L9p M.22114- 1� OU�AU(33 �FlEO FOR USE W/ HV BLADE t & AA ROD 6063-TG ALLOT AND TEMPER QUALIFIED FOR USE W/ NV BLADE; 6063-T6 ALLOY AND TEMPER INSTALLATION WILL REQUIRE A 7/1g ILLEO AT TRACKS FOR PROPER Mil 4c" 7SP ' 81 HV3�� 8�_ACiEAI —1 41 QUALIFIED FOR USE YI/ HV BLADE t-& I A W63-T6 ALLOY x0 iCMPER 31/2' I Lt/a'F Z HV 1 /4" 41-90 AI41 Ind �R���UMB a CU/d.ffIEO FOR USE VI/ HV BLADE rdE K �U3%6 fxwEt eAY6 Puf.E0 ESS «rvx bq8 6RA5$ fillt6ai (aRwE ftAifD) IHV EGRESS LOCK QUALIFIED �FOR USE VJ/ W BLADE LV & 0 ONm uSte' to BEFORE R180NG 1/4"9-20 RIVNNTs 202a-]3 roof) veex nANlx tbx uP. Afi MA�urwNNRED m AYD2 Mr. «m. +wsn 0703a o6 LWN.. 0- ALTER__ NATi W/ W OUNJfl LA FOI USE LV/ iT! BLADE 1 ONLY. 0.e76` A". t :t2r Mo.. 1'g TNMDNRN 0R KEY 1.37 W LYM«DGV 1.76� MAC. HD LOCK BY RECENT W3tOWA®MORTISE LOCKS SERIES 23M HOOK SOLT LOCK. QUALIFIED FOR USE W/ HV @LADE iT& 9 L III' ��r- -!i�/� • /y = :L * ; % SPA OMI] TIITFCO, INC, -�p TILLIi TESTING &ENGINEERING COMPANY ARA N. 3An. 6., N.. Aw, t,.�.a 4APPPP3. �,, A,,, Pnene (]gWI-IWO. r,. (ws)m1_.... wA.tW wmllsi�9',�" rtOROA Uc I utn A S S A American Shutter Systems Association, Inc. 4268 Wextroeds Drive Ylest Polm Beach, FL 33407 02011 E ERN META. SUPPLY, INC. BERTH TM Accordion Shutter System AV. BADE #1 W/ OR W/O HV. 1NDO0N BLADE Lv. « DEURImAM DATE nm. �c I ow is -ohs 7 zr T am 07 /Z]/t2 aC ,i_"C(as •I..�0{i10�'Q,�`��l•lat)A (�'r, {{� P. FItF."Ofth 100"'ATc DRAWING NO %_� �% SHUTTER ASSEMBLY SCHEDULE FOR HV C1) HV Qll 7O HV BLADE 7 HV BLADE IA ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISt 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.1880 AISI 302 SERIES S.S. RIVETS © HV 1 3/4" ACCORDION PIN W/ N8 HEAD FW 2 3/4- ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR .I fUIREMENTS AT EXTERIOR FILAIDE KNUCKLE FOR Uy Q O SQ (t) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 70 OR HV (a BLADE. TR. C 1 SHUTTER ASSEMBLY N.Irt (2) HV PIN ® MAY DE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV tO ODJ24-� 9LACE WHEN CORRESPONDING TO INSTALLATION "It-, SHEET 7. :31 HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER APB- 0 TYP 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'e> SHEET Y,*EL CARRIAGE DETAIL B pOR I �I Q OR ® l (� EXTERIOR NV PIN AT rx leR MADE'S RNUCK..� (SEE NOTE M REWIREMENTS) !I; i1 n.). . A EMBLY LAYOUT CMIT Times. ItK. IL ECOtHa. TILUT TESTING a ENGINEERING COMPANY W!S.W ..n9 I.. am III.. CWpGS. flW y P..: 13b511131-uw . r- , M"11_1s11 drib) ����—. .8835' .18]5'I Is�Tslt�.p, 51 eUbE A835' .8 St� es I-, 625 .a635' ON POLYCARBONATF IMPACT A IcTANT NV VRNpOW �7�T BAYER MAKROLON 3703 POLYCARBONATE kESWS, UV-STABkIZED GRADE OR SABIC lie eiisi so uE INNOVATIVE PLASTIC LEXAN 1 0 3 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 4 Hr1Kagl RA0.i i.nut ruatxri6 saw wwa4c w.w/ma uerwa a7 sear. rnanr .5au ewa m.a at' bwa m// sau+xd xnu wEe p.a.c ivxwr smocrN.a am .xry ww � a m a x.sIkseo su ML?rl 1lMVR .StY wYJ NU.IW wa u YI,R]O pet nmorn uca arsry ww ra n-.¢An n rt� corset xm bae.b .ix s eu s uxr e.'E or eux�au .1 urn aws c-I oxs 5rW wnmw xm ws» 10. � um v ss� srw TIVeE N Warn +ul.rxNc rsm V.s'MM monE nwu eoort sullslmv Wlu rx We .1 wsl r+1 emb r+1. A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroaos Drive West Palm Beech, FL 33407 Accordion Shut H.Y. BADE #1 W/ OR W/O RV. 04 AWING No 17-107 10 h FULL hIIwill �l i I_ l I— —I �•i9 ��u�an�����•ar o�ai��a= m' TYPICAL BY BLADE SHUTTER ELEVATION N.T.S. NE W LOCK �} 0r 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OF SHUTTER SPAY i0R SPMIS UP TO 100', ANDFOR INSf TIONS T ANY MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TOXi OR x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INOICMEB-OF �3 2. LOCKS OR I MAY BE U OR 0� PNINTION &J- IF DE! SHALL DE AS INpI -"C�/Y• LOGYION BE AS A� . OPTIONAL DDHnmpx i2 N� I i2 iS USFO WMMG H.V. IDCKRI BE USED IF DESIRED TO ENHAN( / MAY ALSO DE USED AT 6TACKIN( OF CORNER CENTERMATE M A5 AN INSIDE OR OUTSIDE LOCK. CONI, NDIGTED ON TYPICAL SHUTTER ELEVATION. LOCKNG RODS 4$ ARE NOT REQUIRED SHUTTER PERFO MANCE. LOCKING ROD POSITION (NON HURRICANE POSITION). ( PURPOSES, UP TO TWO NY OF LOCKS TO CENTERMAIES Q' DUI LAiCSTOR ANY SPAN )R INSIDE LOCK, TWO LOCKING RODS �S SHUTTER ELEVATION. OF 1/4'0-20x3/4- S.S THUMBSCREW TO Cp OR @ CENTEBMATES SHALL BE MADE W/ N/Co-2- -- ALUM. RIVNUT AS SHOW ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT MAD OF SHUTTER SPAN OR 7Y10 LOCKS AT 1/3 OF SHUTTER SPAN. 1/2 8. MARMTORY CONDITION 13 FOR KEYTROME MOUNTING IN.'r -N^- ONE HV LOCK 0 or 0 or 2i SKILL 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 Be. AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK QJ 0r 0 Or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @i OF 9 SYMMETRICAL CEMMMATES W/ (2) 1/4"-20 1 1/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS W/ OR ATOP AND BOTTOM IS COMPLETELY MANDATORY. ALTERNATE HV 'r LOCK Ip MAY BE INSTALLED IN UEU OF WLOCKS Q OR FOR ANY SPAN AND RI AT ANY ELEVATION. ALRI NATE LOCK Q�0O_�AAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT 3� INCWDES VSING EINFOR�CaIN�G LOCKER' AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE TO CENT'R-205 qp AND n W/ 1/4'0-20 x 1 I/Y LONG SS. THREADED BOLT W/ 7/8'0 . 3/32' IN LY/ 1/4'0-2pxl' S.S.M.S. INTO A 1/4•Px 8/8' RN OCK MAY BE INSTALLED AT MIDSPAN OR 12' ROVE AND BELOW MIOSPAN. USE OF TWO LOCKING RODS 8 TOP AND BOTOM IS MANDATORY. 'NOT 5 ON HD LOCKS aF CENTEpuercc• I NO h'lt iwl W/ u0 CORIERMATES (xi ^Ax3 1 G3 � ONE ALTERNATE HO LOCK 0 MAYBE USED IN UN OF HY LOCKS (2j OR'99 FOR ANY SPAN ARD INSTALLATIONS AT ANY ELEVATION. ALTERNATE KD LOCK e; MAY Be USED REIAS AN �SIDE NFORCEMENT xOUTS5£RTI AS SHOW ONES ONS HDOF KMI{g AND DC-HVC. SPNEET 10 LOCK MAY BE INSTALLED AT MIOSPAR OR 12' NAORMVM BELOW OR ASM MIDSPAN. USE OF LOCKING ROOS �S IS COMPLENELY OPNONAL. 11P- \Q•�� .••••••••.., •'Af/ ^ 02017 TUEC). W. 02017 EASTERN METAL SUPPLY, INC. Accordion Shutter System IL A.�7■S■A■ •':. American Shutter Systems N V. RAN g1 W/ OR W/O H.V. WNDOW BADE . N UscvlPnOq "M OKI. or L. 9 (lf /•? Q v TLLLR TESTING k ENGINEERING COMPANY Ub nw DAN. s.. n•. 3W. NA. Association. Inc. I 0LD IS-088 71VII DAY 07/27/17 AYAY OAACOn. Dom+ me OFe I (Das)an-Isw . m.: (ws)e71os31 4268 West,"..._i •'- s •.. \'� LLA `•s/�NALE�'nIL1 : a DRAWING No -ro`4 IT'•'�•«•«' West Pglm Beach. FL 33407 or Srnr7CSWKYkfl, rme.7r WuMA111°"41. P.E. FUCRIDA U' 7 44167 5 17-107 �,,,." POURED (-C=CROC ANMOR$ MUSED CONCREP POURED CONCRETE REQUIRE CONCRETE-. kEOUWED t (SEE 3EON.F ON 1 `+NEET 1]) SU ROMMOOR • CONGRM ANCHORS 17 18 �MiGvi (SEE SCHEOUIL ON SxL0 13) Iva vNnIWK ®ON slat >) -�i- 1 12 ce 14 IN, D EO .. 1 - - MJACXIxC SC�Ew5.5• USING t/4'-20 NU15 E. D. 13 DR 6 I l ,L L O- L � 'I Lq,• �. � .QPrmxN. 7 OR Insrluc L C HV WALL HEADER IN TA ATION + KEYSTONE I (}OR fA* ` MN. SEPARATION TO GLASS , (SEE SCHMLE ON SHEET I t) E%ISPNG ' GISS H" P-20.3 IJa'S.S. ANCHORSMACHINE SC�EW5 N1LE ON w/ t/4'-SO NUis O 12' 0.C. 1' M (SEE s LDULE ON SHEET 11) OJ HV WALL HEADER INSTALLATION uIN. SCIU NION TO GLASS ` - -'(SEE SCHEDUE ON $XEET 11) —11 i OPDOUA. I, I N- Na,. � E. D.A Ili• MPv. I f OP110NLL i i •y I _ pa 13 as 15 J2 , 3 LCO 1-EO-1 d ED PNtLYPS LRU55 HEAD ` MnCRETE MICHORS (SEE SCHEWL£ ON $XECI 1]) i j �. �},,,, L"J"Ig MM1CHINE SCREWS USING I' 1/4•-20 NUTS O 13' 9.G. ^_�. � CONCRETC ANCNQ0.9 5.5. pxwPS (sEE SCHEDULE ON —ass HIM MICHINE SCREWS W/ i/i -20 NUTS 0 POURED CONCRETE' I Min. POURED CONCRETE SHEET 13) 12" O.C. fANtflEtE MOCK ` w REOUMEO EHEDULE OR CONCRETE BLOC, SECURED HV WALL SILL INSTALLATION / (SEE RED CONCRCIE SHEET an CONCRETE OLOCi( WALL REBUFFED SC ON 1.4) QF HV WALL SILL INSTALLATION I-SFOR SHEETRINMR DPSTDDDN4 t- SEE SHEET H MR TMICM SHUTTER • C a.. EDGE VSTMCE HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ 2- MO I 2- MQIIN)ING SCC110NE CAN DE COMBINED (GEE SffCIFILAMINS ON SHEET I}) • SEE Lx©➢CNS DUDE IA *I Dr USE FOR E,IM Ip 10 HV BLADE IN ANY WAY TO SUIT ANY INST LPDN. FLORIDA BUILDING CODE Hon High Vemcti HMrr(cone Zone 1 ✓ 92017 i TECO, IM;. 02017E ISR MET& SUPPLY, INC. 1LTTECO A S S BERTHA NV Accordion Shutter System Y Nv. annE y, w/ OR w/o Hv. MOM aenE �- '�Q ,xN r0^ '•. DRIDP ; TIWT TESTING & ENGINEERING COMPANY Asss N,.. NIH Gi., American Shutter $YstaEn9 Association, Ina. n, x 1 M.IPRax Cto 15-055 aAa on.wN ec L.e. t�� _,5 Sa us n GOIMS Nalw+ss1A PMn, : (305)811-13M. rot : (.)J'StO71-IJI 4268 Wastroads Driva 2 )/PJIi MM' D)/27/17 • S/QNAL titS?r,d1 a-mw: M.0e w.c West Palm Beach, F1 33407 a 0RAY11NG NO xMTEU 1 mLPB719r. Pc 17-107 PC CPAI /Q?r.MAT11Pa /OATC FLORIDA Uk, / 41161 5 CUCCT POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHc2'T N REWRED 13) a I OR ' av m.auw -T' - - EDGE —' 1 ayxx'O Ex15MIG G455--: I SOT n G• E:MT RNlSme pg aw �'O 3 , 5� raaai"Aill 9 rEOI ; TT ' l 0.T[RWtE INCIOP - E%SiWG tOUTgN I ' /10.3/4- HE% GLASS ' i ! I 11 Ga 13 OR 1$ i SA m<. WHEAD TER SCREwS O Ix' O.C. 12' O. ' G/}� J/e vn. - CONCRETC ANCNOR$ 8 . 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SEAL/SIGNATURE/DATE Ue. / 4U67 s •�« SEE END WALL GONNEGTIODEIAILS ON SHEETS 10 IS T=7=�N twR"= RODS TO LacoUT By IN EXISTING GA55 INSTALLATIONS WZ 1 HV CCTAKLCOCK Her 0 ON (pR RUM µ.BLADE W HV CENTERM TES Pp KA,IO WH 5ME© OR SEE ENO WA in ON ©•(D ©«©•p•Q« /-EOmNG GUGSMAILS QN SHEETS ,@o--------- - - - - -- - - - - - - - - 211'a/0',a'-2 O•Qd O9•Q«i®•@ S I/t' 2' --_ ._----.--_------ -r (G561-T6 MtaY) R.urt ulctE w/(27 1 z•e TxPcon l- ANcew (TOP/ T % coNcaErz 1J2' 9° ®' ® (tom.S oT e) e. C NT ES (a)/ICA/2-$W.SCL mY) (+a.a C. FULL o n' CE TER ATES Ai EACN M'GlE (ryP) 6 O4 N0. 1ptCNT. I W/ HV LO K 5 r.+II ARSTION I LOCK 4-�2� s 5 C� * 35* 3 * 3 (ONEs 5117 IN ®"F IN I I i j ---- ------ - — — — I 5 Q� a * lO — ' I ©«dA«© Q° ® o •Q« E� 1 — OUT HVA «� HV B «O� « HVC FOUR ONCR FOR j�FxlmNc 4L155 EiE tU a" HALL j��[Cxim,to �«Qr Qw©•®«I �,ToCf)®_�3' « / -.- EOU W v 5 �8 k-E%ISRN f - SCEN — __. _. `• —rV pi — IN •O • ©°i`l O ®« W!N. SEPAPATON cuss E ATES V Q. ©«@. Q«©. 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West Pain Beach, FL 407 3 DRAWING No • '~� NlI•r•T NM1ER A T a :,. P.4 . 17—t 07 Or r CCdI /CICLIeiI IDr /nATC MAIL IA, B 41167 E -1- SCHEOULEi1 MAXIMUM SHUTTER SPAT) 'L+' OR "L-' (ft.). FOR INSTALLATIONS W/ 9ENTE M TES. 0 & ® or or W/ ONE M.V. LOCK 0 or @ or or NO LOCK IS W/ NO LOCKING RODS ar CENTERIAAI@ 28® 29 W/ ONE H 'T' LOCK 30 W/TWO LONG RODS 35 TOP & BOTTOM fiSgE .°MNw �NHs9Ae as y COx I 1`00d MSTM1AROGS 0 WALL MOUNTING FLaOR/CMULX MOUNTING 30 OR LE5 IV-0" I IV-0' I6'-a" IIR-0' 35 14'-10' t4'-t0' 15'-2. 40 IS'-10' 14'-2" IV-2- 45 13'-1' 13'-t" t3'-4" 14'-3" 50 12'-I' 12'-5- I2'-8' IT-'7- SS ii'-f0" it' -IN- 12'-1' 60 11'-4 II'-4' 65 10-10' 70 Id-6' 10'-6' 10'-9' 1P-S' 7510' W-9" i 90 9'-]' 9'-0' T-5' I IV-1, 9'-2" 100 8'-9 IDS W-2' 7'-II" 110 a--4' T-7- '115 W-2" V-3'1'120 6'-11" +8-*'-2'w "125 6'-6" -130 6'-5' 135 W7--8- 6'-3" " 140 T-11" 7'-T )'-6- 145 5'-9" 7-5' r-3- 150 7-2' 5'-7' 7'7s" 7'-0' 155 Y'-F F 5'-5' T-2' 6'-9" 160 6'-11' Y-2- r-1' V-7- 165 6'-10' 5'-1' 7'-0' 6'-e 170 6'-9" 4'-11' V-11" 6'-2' 175 6'-]" 4'-9' 6'-9' V-0" 180 6'-6- 4'-8' 6'-8" W-10^ 185 W-5' 4'-6' W-7" 5'-8" 190 6'-0 4'-5' 6'-6- 5-6- 195 200 S'-J' 205 6'-Y 4'-I- 6'-3' MAXIMUM SHU77ER SPAN* 'L+" OR 'L-' (ft.) FOR INSTALLATIONS W/ (4�)BG ONE HV LOCK Dr ar W/ NO LOCKING RODS (SEE NOTES T. t,, wcVW 45D. a'SGI RbTlr°C �. (� c4 _1 CONCRETE & WOOD KNi 4WxII.W^ k Fwoa/muxc uWxnuc 30 16'-0' 1 I6'- 0" 35 1"-10' 1 14'-10' 40 IX-10' 1 13--10- 45 50 71 -5 12'-5' 55 I1'-IO' if-10' 60 n'-4• 11•_4• 65 70 75 85 9'-6' I 9'-6 90 9'-3' 1 9'-3` 95 8'-4' 705 8'-7- 7'-u" I10 8'-P r-7" 115 T-3' 120 6'-a- 6'-I1' 125 T-10- 6'-0- 130 '35 140 r-5' 5'-ii' 145 7-3" $'-9- I50 T-2' V-7- 155 7'-0' S'-5" I60 6'-11' 5'-2" 165 170 175 180 185 190 195 6'-0' 4'-3' 200 205 MAXIMUM SHUTTER SPAN* %+- R 'L-- (it.) INSTALLATIONS IIL & W/ ONE HIM LOCKS OR W/ NO LOCKING ODS (V4 FORMOUNTINGQ ASO. EfSpr INSiNIATILNS pnnW RWP/CUING VOUMINa H,.Ij OIL I+ n -1 F120 NI MW WINO p) L-04 30 16'-O' 16'-a" 35 15'-2" 16'-10' 4a 14'-2' 1,'-2" 45 IS-4' 14'-3- 50 12'-3' 1 13'-1- 11'_1110'-2" Ia' P r7011'-t' V-9' 9-4- 8'-9" 7 INSTMIkTION UEGFNO CONCRETE & WOOD MANSORY WALL A, B. C, D. E. fA, N, 0. P, 0, MOUNTING F. K & L R. S, & V. FLOOR/OEi0 G, H- L It, J T. U. W & X MOUMINGL8 & II 0 MACMUM SHUTTER SPIV! 1t OR %` FOR INSTALLATIONS INTO WOOD SHALL BE ULIRED TO 105 ps1. AS.O. DESIGN PRESSURE RUNIC. t HV CORNER CFNTERMATE [3 NAY BE USED AT ALL MOUNTING INSIALLATIONS LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONOMM 02 NOTE (15. SHEET S. ttE CEPT THAT MAOMUM SHUNTER SPAN 'L+' OR 'L-' AND MANIMUM AS.O. DORM PRESSLkiE RODI.'C FOR MSTMLAGWIS INTO CONCRETE OR CONCRETE BLOCK OVILL RE UUTFW AS FCUOWS, I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64; 72 1,of. 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 i" n HV BLADE FLORIDA III C2017 OUTOO. INC. IT E oo,.a. A.S.S■A■ -L TILLIT TESTING & ENGINEERING COMPANY ATSFIc00 ShUfleF Systems wss raw. 35a. M.. M.. 3.1. MooM PJacc. ROW%. MIll Assoclallon, Inc. Pnan.: (309)871-15b . rm 1 ENKNI1-1531 4268 WestroOds Drive West Palm Beach, FL 33407 wµRCA TILLSTILLSP.E. iLORiD0. tR, 1 41 44167 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE AS.O DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NECATNE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAI SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEIUNG: GIVEN A POSRNE A.S.O. DESIGN PRESSURE RATING, DETERMINE Ma),MM SPAN 'Li FROM SCHEDULE CNEN A NEGATIVE A.S.D. DESIGN PRESSURE "MG, DETERMINE MAGUMM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L-- (3) PROCEDURE TO DETERMINE MAXIUUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTING$ W/ FLOOR/CFJUNG MCUNVxGS: FOR A GIVEN POSIlNE A.S.D. DESIGN PRESSURE RATING: DETERMINE: L14= MAX. SPAN FOR %TALL MOUNTING INSTALLATIONS. U+- MAX. SPAN FOR BOOR/CE63NG MOUNTING INSTALLATIONS FOR A GIVEN NEGAaA AB, DESIGN PRESSURE RATING: DETERMINE: LI-w L1A)(. SPAN FOR NA, MOUNTING INSIAI.LTTIONB. U-- MUM. SPAN FOR FLOOR/CEIUNG MOUNTNG INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPA IS EOUAL TO THE MINIMUM BETWEEN 11r^, "U-. Y✓ AND 'U-* (4). GO TO ANCHOR SCHEDULE WITH FINAL MAMMW ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR C `111- Accordion Shutter System El-QE Al W/ OR W/O H.V. 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J $. NPGTM e<AOpS,. No ]J16 (>OcM11-1w. . N.: (Ja])BTl-1BJ1 ANAL EN l,e wua R A Inw 1j9KiNAi(1RE/DATE RGMDA M t u(eT M RVANCEDHNOLOGYLID-SET • SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦5EE UM�i o 5 OF USE FOR BEAOE I ON SHEET SI 5 - - B YS .3 = ss - - 5 J.5 e ] as - a 3 - - 0 6 J - J = _ =l HV BLADE OR I HV BLADE B 15 z6 W/ (16) HV LWINDOW BLADE _ = WORKING IN UNISON A S S A American Shutter Systems Association, Inc. 4268 We5tro0tl5 Orivc West Palm Beoch, FL I& m[ev wNHN ULM SUPPLY, INC. IER N on Shutter Accordion Shutter System OR W/0 VdA®0'W MADE H.V. BDLE /OR n. „ .. ascmma„ it wrz I DUD m-Gas B(]J T wrz: aT/njn ] J DRAWING No 17-107 e SHEET ^ I (EJWALL SILL MOUNTING I (JCEILING MOUNTING I VFLOOR MOUNTING I ®IEIIM0 mw 0�®D0 C Cog O�i0000O ®CYO OOO m0 OO R12vo11M0 DOOOOOO ME=Iv000 ®oe�i lli �voo�o v000000 vO�O V Oq0 0 000�iO �00000® sstlOi00wWi-r `: IJYi I��DOC Imam m® �i�E= vo El Ip vOOOO umoa vo�o 00� D00 a®oo m00%° loon 1. ANCHORS TO SUBSTRATE SHXL BE AS FOUOWS: (A) To ENSTNG POURED CONCRETE (M:P. re - 3 W) ANCHORS SPACING IFncun - I/4 C UPCON OR TA WN WON NNMCED THREADMITM TECHNOLOGY ANCHORS, M MANUFACNREO BY LT., BULDEx. (Yin, re . J III, _ 1/4'e F 3/4' ALL POINTS SOLI0.5ET MINORS, AS DISTRIBUTED BY AU POINTS SCR Rf. EMT TAPCON OR h SPEtvLTY COMPANY. ("N. rc - 3 b) 1/4'tl BLUE TO CONCRETE ANCHORS W/ CW AS YANVFACNREO BY ROMDA FASTENERS OIRER, WC, (Yin, rP - 2 ksl) TAMW WIN AOMNCfO THREAOFORM TECw4 o0 - 1/4'C TARPER+ ANCHORS M NAVAInClURW BY Mn,, fASRNERS. INC. MD LMMLICD BY ALL POINTS SCREW BOLT A SPEM Y COMPANY OR AYY OTNM APPROVED LICENSED OR MIMORBEO VENDOR REGISTERED WITH THE (Mn. I'P - 3 kN) MERIWI SHARER SYv pt5 ASSOCUTN)N, INC, ALL P.His SOLN-SET BLUE TM W/ CAP NOTES: TAPPER+ AI) MINTUUN WREDLDO INTO POURED CONCRETE OF OIPCON OR TAPCON WITH AA'ANCED 74RFKFOR4 TECHNOLOGY ANCHORS ANO WPM, MCHORS 5 1 3/4. AND FM RULE TPP W/ CAP MCNORE IS 1 1/2'. A2) MINIMUM fM MM04 OF 1/4'0 F 3/4' ALL POINTS SOLID -SET ANCHORS SNAG BE 2/6' INTO WE POURED CONCRETE 10 GUBEOUEM •SLL uuYugru p Vy ru0. eADC ATrn a.zT IR = Mao_SURL BE PEPMINED• 1/4-0-20 SS, NKNMNL E SCREW USED 4L BE 1 1/2- LONG MINHIRN SHOULD SNCCO E%I5. AND 1 MINIMUM FOR WALLS WON NO SLLCCO. IN C06E NE, PRECAST A]) MINE ON THE FIRMING W� 09 FUNH, MWORSTSSHAµ @E LONG CROUCH TO RETCH TIE NUNESTRUCTURE BMW MIT WAllSEA � NIGNES. ANCHOMGE SHALL K AS IxpWEO ON NOTES AI) k ALI) ABOVE. FOR INSIA YONS ON WNL. SIONG OR EGS W1M OR WiMOUT YETµ SRID$ CONSULT THIS ENGINEER. MRINSTAUTION I= DM RUN UETAL STUDS SCE SHEET 20. (0) TO EXISTING CONCRETE BLOC* (ARIA C-M) - 1/4'0 TOWN OR TIPCOH WON ADVANCED THRFADFORM ME4NOUWY ANCHORS, AS MANUFICTURED BY IF,% BUILOEL(. - 1/4'R n 31e ALL MINOR SOUR -SET ANCHopS, AS QSIRLBUTEO BY ALL POINTS SCREW. BOLT k SPECKTY COMPANY. - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ WAS YMIUFACNRM BY ROMA FASTENERS GREG WC. , - 1/4'0 TWPER+ MCHORS AS W INICTUREO W MIMING F0.51EUER5, INC- AND DISMINICO BY AT.L POINTS SCREW. BOLT k $PMXW COMPANY OR ANY 01NER NPROKD VCENSM OR AUTHORIE0 VENDOR REGISTERED WON THE MEWCM SHATTER SYSTFNS ASSDCUnON, INC. NOTES: BI) MNNUN EMBEDMENT INTO CONCRETE OLCEn OF TAPCON. BLUE TM W/ CAP MENORS AND TAPPER+ MCHORS IS 1 1/4- MO iAPCON WRH ADVANCED THRTASYDRU TECHNOLOGY ANCHORS IS I', 8.2) MMMUM RU ECMENT OF I/4'R A 3/4' ALL POINTS SOLID -SET ANCHORS SHNL BE ENTIRELY ENBEDDEO WIT LEE CONCRETE BL=, NO EMBEDMENT INTO STUCCO SENLL BE PERMITTED. 1/4- 120 S.S. NKNINE SCREW USED SHALL BE 1 1/2' LONG YININUN SHOULD STUCCOMST. MD 1' MINIMUM FOR WµLS WOH NO STUCCO. B.3) IN r E No PRECAST SIORe PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR ft,,e MIXONS SHALL BE LONG ENOUGH TO REACH THE AUON STRUCTURE BEHIND SXD W nNSHM MCHOPIGE SHAD BE AB 4N0ICAIEO ON NOTES MI) H 8.2) ABOVE MR W TµlAT10Ns ON M M SONG OR EIFS WIN OR WOHGIO MRµ MM CONSULT THIS ENGINES,, FOR ZNSnI MT N INTO EIFS ON, USA, MGG SEE SHEET 20. (C) ANCHORS $IW,L BE INSTALLED roLLOMYNG µt OF ME TffCOUNENDAl10N5 NN SPCQFlCATIONS OF THE MCM,S UANUFADIURM FDT srs. �evminr P ul000ly onM P_ 00040 • 1 \ F a 1 EDGE DISTANCE VERSUS $e&ING SCHEO FOR MINORS,V ..w•..�..r ..n .m.mvnz WVIMIM ANCHOR SPMINGS ARE VAUG FOR EDGE p'$fMYES NIDG]ED. 90.0XC FDR E D. LESS PNAt1 THE INOIGTFD, REDUCE ANCHOR SPAgND BY NULTYLAnG SPKING SHDNN ON scIRTO E BY ME MULIANNC FKfoRS. gEdKEO SPKING OBTAMI_O USING FAC[OR sWLL NOT BE LESS TNVI MIMMUN ClKwG MOICAttL FOR F/Gf MCxOR L9E ACTUAL FACTOR EDGE TAPCON iHRFAGFYMNGGN0f"a1M1ECN N GI' '� P01M @DUO SET BLUE TAP W/ CAP TAPPER + TIN, sPKING J 3 4' 4' DICTANCE EA. WN. 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WE✓ m HME . x pacewnox p}a ml eTl B4: Lc >/n/,, MTE 07/27/17 a s DRAWING No 17-107 MAXIMUM A.S.O. DESIGN PRESSURE ReTN •( 0.21) 1 ND ORRESPONDfN L XIL u N 1.OR cpA IB (in.) [ h CII F FOR A GNEN MAX. SHUTTER SPAN. NEBATNF A.S.D. D l PR C4 M ReT3Mr AND A ORR SPONDIN • MOUNTING TYPE, (SEE UOUN3INGS ON SHEETS I6 & I)). "SUB!-:=-.TF-`'-^,TE _ s µ NO •-0. OR SOUTHERN PINE No. 2 W/ MIN. G-0.55. DOUGLAS FIR W/ MIN. a-0.50 WALL MOUNTINGS CEILING MOUNT i M. N. 0 & R FLOOR MOUNTINGS W& X amrtOb[MIDN ux 1Yj 0➢II6P.!`mS[f taeG4A SPRUCE PINE FIR NORTH W/ MIN. G-0.43 WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FIAOR MOUNTINGS W& X SPRUCE PINE FIR SOUTH W MIN. G-0.36 / WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS W& X _•m 1/2 MIN. COX PLYWOOD WALL MOUNTINGS P& 0 $DU x N FINE O. 2 W/ MIN. 0.0.55. UC p,�U W/ 8.0. WAIL MOUNTINGS S& v SPRUCE PINE FIR NORTH W/ MIN, Go0.43 8.0. WALL MOUNTINGS S& v RUC PIN OR SOUTH W MIN. G-0.36 80. WAIL MOUNTINGS S& v omuWMxOp_iCK ldl ®)I M.IM VAIDIE W%ICj SO gI 12 12 12 12 12 t2 q 11 1, 40 10 10 f0 10 10 ID 10 _ _ MISS 60 t0 10 f0 10 - - _ P.bSft A 9 9 4 9 - _ ouv, BO 8 8 8 6 - OS 8 8 ) 3.3 - - _ - 30 6 6 e 6 6 5 5 4WIN¢l[MSJI40Ef,4 t0 8 E 0 8 5.5 _ - 60 6 6 B 6 - ]5 8 6 6 6 _ - BO 6 6 6 5 _ - OS 6 6 5 a5 _ - 30 6 6 B 6 6 6 ®dlt'u!x>mHiA%L'V7 40 5 5 5 5 _ - IWAI@Y MS%ott Vfl Od}YOM 6®ft RM IVn Wom NU.M1SRIDR¢C%C'{I 30 12 12 12 t2 @ b 10 10 f0 10 10 80 10 10 10 10 10 ]5 9 9 9 a 4 40 8 8 OS tl 8 JO 6 6 fi 6 6 4O 16 8 6 6 fi 60 1 616 B 6 6 6 5 8 6 6 .5 90 to 6 6 SS 4,g OS 16 6 S.g 45 4 }0 32 12 12 12110 19 12 +0 110 IO 10 ID 10 60 10 16 10 1019 10 016 J5 9 9 4 9 90 tl B 8 8 5 3.5 tl5 tl 8 8 5 3 - 30 6 8 8 & 6 6 ♦0 6 6 8 8 6 6tl 6 6 616 8 6 )S 6 6 .5 5 90 8 6 8 3 4 OS 6 G 5 {,9 l.S 3 60 a♦ 4 { 4 _ - JS a 4 < _ - 90 a} a} { }5 _ - OS y - - _ - JO 12 12 12 I2 12 12 12 12 t2 R 12 40 12 12 12 12 12 12 12 12 12 12 12 12 60 IZ t2 12 12 12 12 12 12 t2 12 11 10, J5 90 12 12 12 12 12 12 13 12 1T 12 112112 12 12 # L59S 1T. 10 1.3 9.S 98 8 S ],S tl56.3 m 12 12 12 12 12 12 0, 65 tl g- i JO 12 12 12 12 12 12 t2 12 12 12 12 40 11 12 12 R 1T 12 12 12 t2 12 12 80 12 t2 12 12 12 12 IT 12 12 11 8 75 12 12 lY 12 t2 12 1. 0 9.3 8.5 90 12 12 i2 12 12 i l 9.S 85 e ) O5 12 12 12 12 10 4.5 B.5 ).5 ) 6 ]0 12 R 12 11 R t2 12 12 t2 t2 ♦0 12 1T 12 12 12 12 12 12 i2 t5 60 I2 IT 13 12 12 1.5 10 4 8 ).5 JS t2 iJ 12 12 0.99.3 9 8 J 6.S 6 90 f2 12 12 t0 J.5 fi.5 8 9b 5 OS f2 12 Dr 8.5 >5 6.9 S.5 5 4,5 l 4'-p' •_0' fi'-0• 8 8 6S 8 6,5 l >'-0' 8'-0• 12 10 10 J.5 {.5 ] 6 6 ff 5 l S.S 9'-0• 13 10 10 5 S.5 - 6 6 55 ,5 }.5 J 121101 12 12 12 12 12 Q 12 10 30 10 10 ) _ _ a 6 4,5 33 _ _ a J12 - - _ _ - - _ _ _ - -. _ _ 6 6 8 g g 59 S _ _ J.5 3.5 _ _ - - _ _ - - _ _ ] - - - _ 10'-0• 12 ID J.S 4 - - 6 fi 51. 3 - 2-0' 12-0 12 12 12 t1 10 10 5.5 t.5 - - - - - - 6 6 6 6 6 g.5 4.5 4 - - - - - - - - _ - - - _ - 13'-0• 14'-0• 10 10 - - - - - - - - 6 6 i6'-0• n HV BLADE OR (1i HV BLADE W1 MA HV WINDOW BLADE WORKING IN UNISON'w . SEF uwulNng G O3C Fq BVb4 Qq1 $XER 19 } NOTES ON ANCHORS REOUIREMENTS WOOD SUBSTRATES. I, µCHOWS TO wN ROOR OR =0. SOFFIT Stuµ BE AS EpitQ/13; J. SUBSIRITE SH.4l CONSIST OF ME [g1PMM - 1R T/,M:ON µHORS, /:5 IyJfyiMIUREp BY I.T.W. BIIND91 W/ NIICNUN FNBLCNEM AS CigGlFp /T -SWINUM PINE Na 2 W/ G*QM (N.0.5) -OOQ A RR A/ O.OM QUDSJ SE FM}I NOIL SE ON SN 2 IO b q. IXCFPtgrt: SEE xom 2 BELOW. -SPfiKE ME RR NORM W/ O.B,43 (N.OS,) -SPRUCE ME M SOUM W/ O-OZO (H.9.5.) t µQiPPS 10 Hal"CflI1NO SNTL. BE AS PER MOVHIING IY(E U. $NE[T I) µN4l GO 0 S'495J OF -MIN, l/t• CDR PLYxWp (1186 4➢1)A) IAO SCAEWS AS PER NOS 2011 SPECIFIG110N5. ♦ µ I`On SNNI. BE MSTNIID mLLDMNO , OF DIE RE=.EN MRON$ ME SMCIi1GigN5 N TN6 µCHOWS MµUFM1VRER, tt11` q.: ........, �/f VC:NSF•., �y * • •;eA O ,C ,: ti SR %tt T� 1 ss/NNALEl14�III''t P.E. SEh'E'/5t8 065E/DATE 020t) RtmCO, IxG. ILIE C OO TILLIT TESTING & ENGINEERING COMPANY 6355 nw. 36a st, re. 305, eRat4 wMMx, [ ..1 Pnwe : VM)B11.1=. F.: (305)an-tlll "ino3' la«oe°O'X0"' HkmC TITIU0Jr. P.L4 ROREA IN. 1 ♦♦I61 A.Snvs American ShMMer Systems Association, Inc. 4268 WestroDds 06i c west Polm Beach, FL 33407 ®201] EASTERN MEUL SUPPLY• INC, BERTHA H F Accordion Shutter System Kv. BADE #1 w/ OR w/0 Hv. Wiww BADE rv. [4:SCRxm3x Dat[ BaMm Tn: t.a I OLD 15-085 /27/1 oam 0T/2]/1T 2 3 DRAWING No 17-107 SUFRT 3 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & Q HV♦ BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HV B 4D ONLY SHAL / w LL nNtsx BE- LIMITED 0 OS s S S S E — TAFC T Mi OR R IPJSTALLATION WITH Bii LADE j H E 19 F S & / �TAPCON WnH ADYMGED A.S D DESIGN PRE��UR aeTlNr cn THit hlfv IN UNISOUNISONPEN%G! READFCRM TECHNOLOGY U.PCON OR '—� O(n+RasDED MRU TO ElMnON `"t { TAPCON W�TM ADVANCED TMREADiORN TECHMA,OCY ` t I I , CABTWG XO00 HEADER. "".. 1. - � W/ 11/2. 1fn. PENEiRATbN Or' TNRERNED MFA TO IXSNNG Race HEADER. SEE SCINGAKEN SHEET 16) t MIN. 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PENETRATION 7 I-40UrMN0 SECTIONS CMT BE { 1/2' DS C16 PaC, MR AEO'D. RCO'0. KIFYCOD TU BE WALL KNISH—� MREMED MEA INTO Kyli COMBINED IN MIT WAY TO LEJfIS(ING HIN, 2-N- B1UDS O 1G' O.C, uAx. REO•P. kIIA<HEb TO SNDR IN (SEC SCHFpaE ON SxFfl 15) NOT ANf N3TNAATMN. ®HY WA SILL INSTALLATION PLTM100D TO BE ATTACHED To STUD$ M ACCORDANCE MCORD:NCE WRH ©WITH BE=?, 2309 OP THE F B.a SECTION 2309 OF THE ©HY WA I INSTALLATION ♦ 52 AibyS W U}�E OF HV WALL SILL IN$TALJ..eTION Fss,BIAGE on a EEr V FLORIDA BUILDING CODE (Non High Velodt Hurricane Zone tiTslls p�"(ER t!(��l.p_ P2DIT tarzEo. Wc. 02017 EASTERN Mi suPPLY. inc. U�EN$F vin A S$ A E T A H TIT, L E C O ENS. Ace on Shutter System * > IEv. BLADE q1 w/ OR w/o KY. WW0.V acne TIWT TESTING & ENGINEERING COMPANY American Shutter Systems tv. N DEsamox .. 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REOUIROD t sit MEpry WITH MYANCED r ` .zSY MREMFORM TECHNOLOGY f2tlmNc 50inr 5 I I tan. PENETIATION OF MR ED AREA TO ED: fiEO / ` /I<.y7A' EO EO J/.' Uuv THe. RtIONµ _ EXISTING WOOD HEADER > M.i 1'N'at B" cont, µUN. TUEI r In�J (SEE SCHEDULE ON SNE£T is) b S- C.C. (608J-Tfi ALL RREJTrs --�i OF Q Ol I $ I I (3)5/16'R LAG f0 1 Or ©Or © DIO✓I R ER OR VIimNG Mil! 2-W ( I 1 TRU55. L=TE UC SCRVNS AT EXISTING- 4 HUOES REO'D I MIDWIOIH Of EwSR11C MOO, CLASS )I MN. SDi Mg110N TO (ASS ! OPEN HOLE AT III MEMBER. (2" W, NOMWy I (SEE SCHEDULE ON SHEEP 111) EXISTING =a TO ACCEPT I wW) W/ 2" Mw. I CLASS M 5/16'P UG SCREW Ar CUTTER I� MME), VADONLID FOP CMS 9 �S HV WALL HEADER INSTALLATION I{ Di{ .. OF NBE EX PNG i INSTA' XIONS WITH 72PR MPX. ASD. DESIGN LOM MD Lg J U yMOi ry ASS--t „ e'-0" MAX. sPM. Tins I� BIttI &. I W or la an 9@XO[Kpl 9{}) 1Q OR ® '-I M Ti B.pE E, msrlA.a11DN Is tllbr vwD f0A %900 1-SF2 BIER .TOR WPKµ SwOER ASSFMfity RAttSmb 9 i m ORl 10. w/ NIN. SPECIFIC CRANKY OF 0.50 M DOUGLIS m uiu�r w�vGro sm i. u"wsuuii Mav THV I IN INCTAI t AT1f1NOe� I OR nq OR SOUmERN PINE No, I. OR Eouw U V CEILIN I ST 0 [ M kPJP(M: MIN. SEP,UUInON TO GVSS (SEE SCHEDULE ON SHEET itj _ J X1pYyE Cn n ET EXISTING H Im O+ a" `-' I WN. I I 5EPAR4110N E1p5TWG ( CIASs On F¢T W? Diniyi2 � TO GUSs I I 1 CL'S ) y S EDI I I IMTO I ' WALL— AU 6� nrMiaoR'F" i l LOO TION IX6➢NG I 8 .. M1 I I ^t�l ) 1/s. i� ye uvv G -1 I I 1 MR. MD S• U:R 13 OR ]•.W000 SCREWS O 12' 0,ECK D _ ".. i.i DECK REQUIRED (NO (NO "i # 19 FINISH ALLOWED) ram" --- - - µIAWEo) EO .O. EDGE OC DECK 1• ._._- ,r p� -_ IF ]sliMMt.E � F _ OECK If EDGE Cr DECK I- I DA 11.'P-2041K' S.S. -- "'�— SMSHEM - APPLIGBLE - —' �._.--.� IF APPMi TAPCON WITH A'CEO M'O M,,UNC SCRWE ."I•`� --- SLLL PIATE THRE'A➢FO_RM TECHNOLOGY W/ ye-z0 NUTS _ I/-P TA N OR WCON WITH ADWNC£0 REO'0. 1 1/2 Mm. PENEiRwON I O 12 O.G. /K'e gPCON OR WOO WITH ADVANCED THRFADFORIA 2' MIN. TNRFFONRM TECHNOLOGY W/ i 1/$" MN. 2" MIN, OF OFiHRiADED AREA TO TECHNOLOGY W/ T 1/2' MN PENCIRAT.ON Cr THREMEO ENETRANON OF THRWEO .,.,_ OUSTING %000 H DVL A TO EXSDUC WOOD, HFMER. (SEE SCHEDULE ON SNE£I IS) Ma TO EXISTING w03 HEFTIER. (SEE • (SEE sCHECtRE ON SHEET 15) HV WALL SILL INSTALLATION • SEE Ld USE FOR (—WiHV SCHEDULE ON SHEET 15) X HV Q WALK v � JP FLOOR INSTALLATION —OVER INSTAL ATION RORIDA BUILD! CODE (Non Nigh V0lpcity Hurricane Zone ti aE\ � ' •>„lC El s':`v �, P2Dn DLTECO. INC. RUN. SUP%Y, INC. i ee o,■e. A S S A 7V02;G6117C�.RN ■■■ RT A VTM on Shutter System ■ Amertean Shutter Systems+F'Assoclatton. OR W/0ItV. WTOOW 9lIDE;iKI ,TIWT TESTING A ENGINEERING COMPANY Inc. wN4268 I/2I/T wm OVAL WestroDOs On,, West Polm Beach, DRAWING E��"'6aw FL 33407 No •' wur[s a nun P.E.17-107 P.F CFAI ICICNBTf IRC InAic M1ORG4 OciµT6] END INSTALLATIONS n HV BLADE -DR-0 WINDOW BLADE INTO 2"x4r/ MIN WOOD STUDS /-sums xan •.......�. —rxrsnw. c�.s /mah•s - «I.M 40OX W ; srt tRa1 x ma -� I OR �y L�•fs-�Ls•C2- •�- J.pi.41.O. @•C4-C9.6.3'9•t§ END CONNECTION DETAIL {7j END CONNECTION pETpl� g(j" }1.• 4N. AU6 RVO I' IArcd� A9CIRg4 t/ 1 1/}• M( �l!• Fx440u1/l OI01� �L� WSMYI 0..54 v�..�s, GgpP/.Igry 0 11• QG Gp[TV.ig. « i}• OL + t `01 OR Croat xr r.x rL 14- +h• iu u�vi'uoia-}• I�p� tNmvw`"I.rve°iunu.c.a„1 /!`II7tj�l�.j��. Ul /Iw+M• i4y m � G nni++.ma m END CONNE_ CTION DETAIL 0 •.mu ...>« +r-r ♦ RIASEEOE UMITATONS OF USE FOX IAI ON SIfEE! f5 I(r'�Xr-y,CN/`�-' SF` 030}J TM1TFea. wC. �2a1] EASiFAN IAETK SUPPLY, ING. B R A N M Accordion Shutter System •.� IL EcOIN.. A■S■ S A '`- • 6F t * •'•. TIWT TESTING & ENGINEERING COMPANY ■ American Shutter Systems KV. 9ADE gt W/ OR W/0 KY. wmw RAm ry, x R MSdrvnpx y}( Opgp1/ O ;' e}m xu.:}mn sI, sn. ws. Y�RO°M a•oelq nwm4 vle Association, Inc. I OLO Is-c T/n 1 art, '• •••'••••••.•• /' Pnme : (30*71-I3JU . F°• 1 (JOS)BTI-Isu 4268 1Vestroads qW,, a s !07/277—/11 ORAWI as �j\a: ' -"'°I' lameoo°°'.'°^` %eSt Polm Beaeq FL 3340, EN ,,. AOOO679ONAL r<}arzX a m.ur ,,. °.c. 17 . P C CCdt /eltlM1lATt m[ "n ' ROflW4 LM (M18) - G v« 6 1TP. l.. END /CFAD, MVt. 5 "NDOWs dP N10MED a . nINWW BLADE pj SEE END CONNECRON DEVU S ON SHEETS 10 & 18 r NLL Ecnr. 2 5 ICE c9� cal c9l cal cal c91 c�� 9) a �I a � � � I _NWM) WITH COSTWG GUSS ----- 1---------- lP / �xx �\ j TTP. C,1.�5�CEHFERMATFS W/ C(XE NOD W/D _, (SECC NOTE s ASONE) P.E. ELEVATION MN. SEPMUJON TO aAv SEE w FBIAE a, WET 11 FOR B O — — — — — "NOW MS SNECr Fat BAa3m& ________ 02017 TILTEM. INC. IM TILUT TESTING & ENGINEERING COMPANY mss NW. R . A. u.. 1". wtVN Gweaa. Dw 33 r Dg ; (305)371-ISM . FL.: (101871-153, R !c PE 1,4107 I. WS aiD. MEN PRESSURE RUM: 111a - 110 aal. 2- Max. sNUT1ER SPUN: or 3. ALLOWED MWATNM A a 0 & H ON SHEETS 6. 2; AS WELL M Um"I'OS M. 01 T. U&W ON sI0ET5 I611112. ONLY M(HURMATES ifl (BOl{I W/ a W 1�Sf ME I110wFD wTN(} ONLY IN A B!M pF NO U . FI WSE Or SIP & MUSE BE MCLOEM ONLY AF EXTERIOR KCESS SIDE OF E. S. W IN vwx W ME lQ SH11L ONLY MLOW A IMUCUUN OF 5 OPENNNG, (rA NM -ES) FOR PER ELIDE AT SPKWcS SHDWN ON MEET a. (B) UM. tlFMMCE M TOP OR smog EDGE OF IN WINDOW BLUE OF NO 3'1 HOLE PAR8 SHMy BE 12'. (OUT OR V B40E MUM BUT FRW STARIFAS AT UNITSWY BE IN lNBIAD[ (0) iN MUM RUDE tO MUST BE USED ILTERNAIE TO A EMIT IN BADEOi THROUGOTAT SMUTER5 WM,4 (q C 1FS SN/yL AUFAYS BE W o,,CE, AOMBEM i0 A MD IN BUDS 1 AT ETOHR SOE OF THEE. (r) POLYVRBONATE IN WINDOW 5M BE MUM $p �lfA[ EATS FREE02 INTERIOR Or ME OFEMNG 6 M PROTEcTED, IN W.NDOI'/ t� EATT BE ONLY MSTAHID MD IOcH£p NO N I A IN SITING TDOL PROwEED BY /.qt W. 6. SEE MCNOR SPICING SENEDIRE FOR MS14IA1IO S I= xOOD FRW E BJIW SON SHOFF 15. AS lI4RFp B( $PM MD DEStlI LOAD (SEE NOTES 1 & 2 ABWq. T. SEE MYCHOR SPICING SCNEDUIE FOR MSUIUTRM INTO FIGURED CONERENC OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS UUDEO EB SPAY MD DESIGN LINE (SEE N016 1 & 2 ABOVE). e. NIMMUM 9PAi.VDON TO MUSS SCHEDULE. PER MOM E-1948: YIiNo ZONE MIMMUM WRIVATON TO BU58 I TNRU 3 A 6.25' `2 f -E5' II I American Shutter Systems Association, Inc. 4268 Westroods Drive West Pcim Beach, FL 33407 Accordion Shutter KV. SAM g1 W/ OR W/O RV. W4E IAMNG No 17-107 1 1 1/2'� 0.a33' 1HIL1( V'M. y Wrt .lSTll I.-Gi1 GPA c <0 llart _ IGn G-60 GLLY. SmL ]" Ync � uErss duos A* 14• oc. g CI s/<" e N< o.oss' mice ua.l 43e l 4 can, Gµv s IeKR cNwxrt, I m G` O.C. 0 6' ac ASIV A-ssi cPr9r Qt Mn. c-ca euvr.6lmlm to 51u05 (2) l N/ (S) 4a1/S' t(I; EYS ai I EXISNiG i1NRN W mIp�AY k pTOaEn !C[ ( /5 MPIIGBtF i MIN. 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GENS "••. 9 - LrEC0 TIWT TESTING 4 ENGINEERING COMPANY (43f Hl. ]6T R. 9<, LPN N4G1M Lt4p0.Y. ,yaRy, ]yl "�'-'"'-EQ sv` Peu,.: (ms)erl-IssO. ro.: fus)fin-nm P.E SFX%�'dtMlaT�l�c/neTc ROflIDA tk 111er -1P2.0-00' U... � 4.ap. 3® 1 /4ee NOMINA"m NOMINA ALUMINUM SL EVE 6063-T5 ALLOY SEPARATION TO .GLASS mH DLI ].mOD- �- .00 WIND ZONE MINIMUM ASTM E-1996 SEPARATION " 4x LENCTN . 1' 1 THRU 3 TO CLA55 ® !9-212W 001, 17 MUST PENETRATE 4 4- LJJ3' nT— _ice 114.6-20 THREADS 43 1 /4"0 ELCO CONDUCTION PRODUCTS FAB—LOK HD COMPONENTS al 45 PPPIK/DLE SCALE 3/8-a 1- tiro. roP a (aT1oY) 112' 00. s_L A.S.S.A. American Shutter Systems Association, Inc. 4266 Weslroads Drive West Palm Beach, FL 33407 ON a O;AAT HY NEVER/SILL ENDS VIEW Y SIDE CONNECTION TO TRACK METAL HV. RAM #1 W/ OR W/O KV. AWING No 17-107