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�, --.. --..,,�AJL_WIL��d.1�1:�r+d■����■�lWY� ; u �.. I I iylliJiIIIYWY>i11Eil1dlkl.�ild.��_�: i...:._ _ .. <br />sQ eg01I01P 1. > A 4 <br />wlaT4 <br />mm moos <br />,rArrlt a <br />V,. <br />1P•NS • A n <br />WALL AND FLOOR MOUNTING INSTALLATION FORIia' �__U _,, I` 1 x` ,.- --� , _• _TNN eclSe�+wtnPmL„r .T PANELS cr <br />R wIM <br />WeI ) <br />K I •a <br />__� %, <br />:�"'da w"ftwo <br />tt► • • r," ._ -- <br />. �1-- L NUl1w IL10N eN <br />1 Yi Wp},/A TIW =LYS <br />r, 1• - ,• r/ ll•eI A NR. <br />��-�- W VOW AL <br />iUIP 0E Of MALL \ 4 1/Y . ' • • - --" +• "AAD 1NOW •u'+ C W OOot Np •• <br />1 <br />DETAIL I <br />I 1 11 11 <br />. ., <br />jult �;W�OI � <br />1/4• ' <br />N Win <br />MOS.4--.. <br />$An woo ^. �t• i <br />ai. Fa.S i r of �K1 4ti MUD 1S POy p/%SEC1KL11 Y-Y SPILT STORY_PANEL_E <br />I RATE 1/4 -1 991 ' SME �T11 4/ -� SWA- t/e _t`- <br />a 2C0.iae�i <br />I - � . , A •/, /� ,IOIiiIIK•O Yltl_I_Idi 4d6EDlIl.E <br />n <br />AA• <br />w YMIpp1v7UK' 'P� /'pIYOd�011�pW(y 0[ OR[NIFD <br />K�,�", 4 FAlglltEt m DNF PARL'� (�� <br />NOTE 111113JON KV�R�TL3p�0O�r/0 sTO11M NNELS oNa TOPOPpMO <br />a PANea SOP q Ali TUK TOP A WT10�M) WTIOY , <br />Sag.P a r� <br />i 001•� <br />MO.. MLANON <br />SPAM (PL) • <br />WALon M. <br />THE WWW - <br />4 4'-s' <br />:• . r . 1/r <br />p 4'-r To r-r <br />3' . 4" . 1141' <br />> r-r TO W-10• <br />•Y1e IN4N <br />Yi AUA ME W <br />SOLE` 1/4• . 1- <br />161STALAAT2�N _ NILTHRiIA M 1W <br />SOMA: ,/.• • ,• <br />WS7AL1Af1�OM - TIVE 21M <br />SCALE• 1/4• . ,• <br />)1� <br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS <br />UP TO +S&5, -72.0 P.s.f. AND PANEL'S LENGTH UP TO B'-B'. <br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN <br />PINE 40. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOLML- <br />TOP & BOTTOM MOUNTINGS CAN BE <br />COMBINED IN ANY WAY TO SUIT ANY <br />INSTALLATION. <br />001"ca IE N CHIDM COMMIT[ AMAIM <br />(M vHW 141� \. D6T 14) 1 <br />J P01AIm OOIL1Wn J <br />i� SOD 25D <br />c�_..- I I-M-N.- --- - <br />I I <br />I I <br />to am <br />3nY`7D Al ,(YOIYp.C. �$dJ' 7 . ,7 Wr pt a <br />I A,� A ,�. <br />W. 3j i To O'ir :f 1 oc. wW. (Arcq A, 4, it <br />C o. <br />1 g (WE oEi%14) I g <br />I <br />DIM CONCRETE <br />BUM00110 <br />I I I <br />aIANDA[n AIIpeM --� , / , / /i • / „/'"/ W. OONOKION) <br />lME MEET 14) 1+01em CCNCIIUE - <br />p..t IMI6Rm <br />so <br />OQT ,q <br />SECTION 1 SCALE: 3/8' - I• - SE0Q 2 SCALE: 3/e' . r- <br />tMOTES dN IP'F E.IFETY STORY PANd IYeTFN pRTALATION <br />1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) <br />OR AS AN NrOM PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). <br />OF SAEIY PANELS WY OR MAY NOT BE INSTALLED AaNCENT TO REGULAR PANELS <br />(W/ OR W/o REG" TRACKS.) <br />2. LIFE SAFELY PANES CONSRTS OF MOM' DALLVMUED STEEL STORM PANEL AS <br />PER COMPONENT SHEET 2 Of DRAWING. <br />INS PANEL ITSELF N RE RDNOY[D OR OWALLED FROM THE •RIDE O' <br />STRUCTURE <br />�,ppN1IN <br />3. Luc SAFETY 1KOIRRES tD► TRACK m eE WW04W Q) A BOTTOM TRACK TO �„ TII <br />K As PER SLEET 2 0, TIWS OR61FIN0. fN•P <br />NMPOIRNTf r K NSTKLAD wAtl OR IIDOR MOINTED iOLLO1WN0 SECTIONS 1 A �Y: • CETIA <br />4 oN TIW . AS WELL As DETAILS , t 3 oN 31EZT ,4, 3: J <br />I. PAR. LESION FDR L'AWONENT R 1s•. <br />NA•. AIIClIOR SMCWG FOR C VANCHOMOE AT BOTTOM R WEN ON <br />SCHEDULES B 2. SHEET 14. * :• <br />COMPONENT b MAY Bc PERMANENT OR ROAOJMLE. q TE <br />1 SEE DUALS FOR NSTAWATION INTO WOOD FRAME BUILDINGS ON SHEET 15 'Y •'• <br />L SEE SHEET 4 FOR DUAL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF ASS ON <br />SPACERS AT TRACKS INSTALLED AWENT AND BEYOND TO STIICCO/W000 BANDS. ANNR <br />FyV <br />1dlllYR ! F'IeOR Y�IRRINO WALL Nk FUM MQLhffW0 <br />11141LLATIOtt - LLTEMLTIVE LIY INSiALLTIOILR - LL11E�N11(Rf[ !WI <br />(SECTION AT TOP R UNITED TO +80.3-417.0 MAX. SCAM t/4• . ,- <br />A.S.D. DESIGN PRESSURE WING) <br />10"' 1/4' . i• <br />nr.e Pr <br />r NrI A1A <br />INSTILL uW <br />WALL 1/4• . 1• <br />t� <br />8on�����ii�����r��������������t�et������A�lr•6B�A <br />LJOM <br />4 2/4. 20. 3/4 a y4 <br />y1. 24 hW/15 11-10-1, Z t 1W/15 <br />Es.T.,1AGr w.L L <br />AREA W/No lr[ SA/RY PIg,EL4 <br />-...__..... . I... AWMAIR PANELS W/ OR ___..--__... <br />�i ON uE <br />LocxnoM OF LIFE (SEE NOTE ISCL.OW) <br />SAFETY PANEL --+ <br />W/O REG" TRACKS <br />(SO NOTE , <br />BE <br />LAO►AKFy m <br />• t sAPttr tf101M1m BE 6 OiELLTP�Ne tI.E1 <br />6[ <br />OPTION &I FOR WEE Sb EETY <br />ELEVATION <br />STORM <br />ALWAN PINYDm RUNE 1A1NDlE <br />m rAA ARAn r 1MDIOm <br />OR REMOVED FROM NOW <br />BHRU <br />SCALE 3/32•-1• <br />®®a <br />1 • vMN. <br />PNMNA�LL <br />1 IFS NOTE 1 �� I�IOR N <br />SECTION B-B <br />SOME 3/32--1- <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (o.R.f.) AND CORRESPONDING <br />MAXIMUM PANEL LENGTH 'Le SCHEDULE <br />Amin TINY /„• e1Al,sfil A/G3 ••ar <br />°�i10 <br />f6Wils+)pK6) <br />Na SDK <br />aDWs. <br />.MA. -72.0 <br />r-r OR tas <br />2 1/4• <br />IeOLM <br />1 TWU 6 A <br />+MA. -72A <br />>r-V To r-6• Mw <br />2 3/4• <br />UWM70 <br />, TOM S A 7 <br />."A, -T2.0 <br />Wr r To It•-r Id- <br />2 1/r <br />• ••r + <br />6 <br />.43A. -44A <br />12'-4. 01 Lag <br />3 I/2• <br />• Nr+ <br />/. 6 A t0 <br />• ULM O/ t/416-7001 &A Ill A t•Y111 a pqM . VOLMM OF 1Na <br />Hamm" S.D. DESIGN PRESSURE RATING (R.e.f.) AND CORRESPONDWO IL!YIMUM ANCHOR <br />SPACING SCHEDULE FOR REGULAR STORY PANELS M & Q INSTALLATIONS <br />INTO EXISTING CONCRETE A CONCRETE ■LOCK STRUCTURES <br />tam ally me PAYNRN A, Aa NISrAUAtM10 m Psi s[eT,eul , T1.ru 7 er s,eNYr a A At <br />IWIAKO ASA. <br />CUM <br />WoIC�Pic 0 <br />W OM soon rage rat EA - 3 I/r <br />APPLICABLE 10 <br />/6C7gAF / • <br />at �710N <br />WOW ►MILL <br />LBgM 1• U.) <br />MAIM <br />O 91P ~ <br />CUhM <br />PWALVM MAU a <br />P N JM 1Le <br />W mmm <br />To <br />O�pMtE <br />TO OONCOM <br />MAM <br />O�N <br />ro a0Mg1O[ <br />QUICROg[ <br />le CONWI1 <br />OpeOCiF. <br />10 COMMIX <br />commm <br />r <br />N/A <br />N/A <br />K/A <br />W <br />,VA <br />r <br />6' <br />WA <br />P/A <br />r <br />r <br />g' <br />or <br />Y <br />r <br />, (p MMQ <br />g <br />K/A <br />WAWA <br />6• <br />W/A <br />/ <br />WA <br />r <br />WA <br />E flon <br />6• <br />WA <br />WA <br />WA <br />6' <br />WA <br />►• <br />N/A <br />6• <br />N/A <br />2 (60T010 <br />+MA. -72A <br />r <br />WA <br />WA <br />WA <br />r <br />WA <br />r <br />N/A <br />A' <br />N/A <br />3 A 4 (10P) <br />7'-6. ON UM <br />00 LS16 <br />r <br />S' <br />WA <br />WA <br />0• <br />r <br />Y <br />r <br />6' <br />r <br />3 f60TDN) <br />r <br />WA <br />WA <br />WA <br />a <br />WA <br />r <br />WA <br />r <br />WA <br />7fKIn <br />W <br />6• <br />WA <br />WA <br />r <br />r <br />4• <br />or <br />r <br />r <br />4 A 7 0011o10 <br />WA <br />Nn <br />12 1/3• <br />6 1/4• <br />U I/r <br />6 1/4• <br />6 1/4' <br />f ,/4' <br />f ,/.• <br />/ Ip' <br />p (,y�7W) <br />IW eQN 10 A 11 NR AMCrW TYPE A lAae NO MVLLq M6 IM =00 INS 61R0•e <br />W41W A OW 0407418 AO WON 1316E OW U ARE DOW ED ON tNs SMEOML PM ES. LM <br />AM E0001710 ON SCHWAS MUM AwCP WOO* N Ml1PlnN ENCM slew ON 3UIMULE W <br />THE Mo" WOOL MR "a CHOW" To W POMLL am= 61000/10 COUP= two NOaO <br />DOLL AN W tOS TNw PNMN SIgOM OMNTm FOR eel MOON TYPE A Ale1eN LAW& <br />AOw <br />t/Ii <br />TMeN <br />t 4i <br />t 4•. <br />1/410 <br />1 1/^ <br />i/e. <br />N10M <br />C OI-NM <br />WNN-w <br />M an" MAAS <br />J <br />3 <br />J <br />7 <br />3 1/23 <br />••.a- s•rr w <br />3 <br />3 <br />3 <br />7 <br />2 <br />6 ,n <br />PA AN4 aAOw sr w <br />3 <br />3 <br />3 ,n <br />3 1 <br />3 ,n <br />A1wIL Y <br />BIIWIII <br />1 <br />N <br />a <br />- <br />2 'Ir <br />_ <br />m <br />W <br />r <br />,m <br />tm <br />1A3 <br />m <br />3 yr <br />Im <br />,m <br />i <br />R�11�11�■ <br />r <br />J <br />Lae 61N61 axwe <br />uMN.•6tN Oa <br />OAN kror-r IIR LARn FBWi D at <br />•t1+ aaYNN+ <br />ISO wo PLATE NN <br />ro r-r M« <br />RCm: <br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS <br />LIP TO +56.5, -72.0 PSF AND PANEL'S LENOTN UP TO W-0' <br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN <br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL <br />TOP & BOTTOM MOUNTINGS CAN BE <br />COMBINED IN ANY WAY TO SUIT ANY <br />INSTALLATION. <br />s1uD6 DOVI R�Ar <br />i2D•NEToHOLPANEL <br />INSTALLATION DETAILS FOR REGULAR PANELS(b <br />INTO EXISTING WOOD STRUCTURES <br />& C1a <br />1 <br />_ i ' •� y4ti do it pin <br />4OR <br />EQ <br />II <br />EO <br />I <br />; <br />_ <br />••� <br />1 <br />I <br />1 <br />_ <br />N°0°°mPiT�r°1 <br />oomiMl�e6N <br />I <br />g <br />AL_TERN�TIVE <br />1w <br />�•--M9010LILI ON SHEET r M. soy^ m <br />'a CLASS. <br />tIIAM <br />I <br />•n, ec <br />ED <br />1 <br />I <br />90 <br />AIR <br />FA <br />' <br />1/2• <br />EC <br />li( <br />"• <br />1 <br />NO'L• <br />/ -1 <br />l ill <br />mm PLAIT <br />-I• <br />I <br />••PAW <br />o "roF' <br />"WO pun <br />4 a..w wif: <br />�'^ <br />1 I <br />y yy tpT1Na oa �� <br />\-;/i/3- Nr ,IerneOrPORIMb <br />It sIAYI <br />3}µ• F1An I <br />MWIfilift AMOTAI <br />• 1oIN or TEATS <br />I AT3NI <br />FRAME <br />Room own sYmmeNdmB)•r/Gmm;I===BBBLINB)•�� <br />O <br />Pi_ • .II .IT .7_ _I•. <br />, I <br />I -I l•." •111• <br />sTLIOa o•EWAP - <br />�x+s•ae.) <br />PANELI- <br />r MA0. `csE h <br />WPC ISO. <br />PRlliat <br />RATINS 1 <br />TNCOII <br />a W-YW <br />ONA•aI <br />MIOWn POPRE o <br />1W4NNE Rw <br />APPLICAIRE NCI I i <br />a TON <br />YA0•AN FWIR <br />LnY1N l• LPL.) <br />ro <br />6LpCN <br />10 <br />001Kp31p <br />OLM <br />ro <br />,am <br />6tOCNtwxca"M <br />To <br />CON10 <br />m <br />55.0. -72.0 <br />r <br />N/A <br />N/A <br />N/A <br />r <br />N/A <br />r <br />N/A <br />r <br />N/A <br />, ! x <br />!'-0. OR LE95 <br />p• <br />7• <br />B• <br />6' <br />B• <br />6• <br />rS' <br />B• <br />6• <br />+ (BOTTOM) <br />456.0 -72.0 <br />r <br />N/A <br />N/A <br />N/A <br />6• <br />N/A <br />6• <br />WA <br />S• <br />N/A <br />1 k 2 (TOP) <br />5'-0' to T-6• <br />6' <br />!• <br />6' <br />6• <br />r <br />7 1/2• <br />B• <br />6' <br />r <br />6' <br />1 (BOTTOM) <br />+55.0 -72.0 <br />6• <br />N/A <br />N/A <br />N/A <br />e• <br />N/A <br />6• <br />N/A <br />6• <br />N/A <br />1 At2 (TOP) <br />7'-e' To <br />r <br />4• <br />B• <br />6 <br />6 <br />e <br />e <br />6• <br />6 <br />e <br />+ (BOTTOM) <br />IIAN ASa <br />COACHIN <br />PRtlNIIE <br />l faTe • An• NN NN W er MaO <br />- <br />DIR I PROM • r M4 PINT T7 Q RAND <br />- <br />==Nchm <br />SECTIONS o <br />11AIOAIlIM PANEL <br />UDWH v (ft.) <br />OF THEN <br />440.2 -613 <br />3• 3- <br />4 1/2- <br />4 1 r <br />2 (AO nom) <br />7'-6. OR LOS <br />+52.6 -66.0 <br />3• 3' <br />r <br />4• <br />2 (BOTTOM) <br />7'-6• QR LESS <br />+B&0 -72D <br />2 1/2• 2 1/2' <br />4• <br />3 1/2• <br />2 (BOTTOM) <br />r-6. OR LESS <br />+l6.0 -72.0 <br />2 +/2' 2 1/2• <br />N/A <br />N/A <br />2 (BOTTOM) <br />7--6• TO W-0' <br />+l6.0 -72.0 <br />N/A N/A <br />3' <br />3' 1 <br />2 (BOTTOM) <br />7'-r TO 6'-r• <br />AL7ERWTC <br />LOCATION <br />AT DO PANEL <br />e <br />1/4' Ill pfR I 1 pS IyII �NTWOR PANEL `-WO PANG. <br />B SCI�IAE gamut I <br />r -%I #2 FOR . p FOR _3•...•{ <br />M.. ANCHOR M­ <br />r-r MIA. I <br />DETAIL 2 FLOOR MOUNTINO INSTALLATION (A-PPUCAeL TO SCHEDUL 2) <br />SOILS: 3/111* . 1• <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .•.i) AND CORRESPONDING <br />MAXIMUM PANEL LENGTH 00 SCHEDULE <br />MPPUCdMLE ONY TO SECTIONS 1 A NNNC 1M FOR SAFETY ETY STC&I P.AIr1 <br />an+YN oN sIIEET 1=L <br />3w' JCENS�- <br />No. 44167 <br />VAN" Ala oTrM <br />�•1PW32.M"• <br />11w. AeNK <br />wN �� <br />„� <br />� <br />A •AN <br />OOIOIION <br />NE4 -nA <br />r-r <br />3 3/r <br />IAeilm <br />1W ow 16 TOR meow" TYPE A SPACNIC FOR INtumm 6R0 am twa OU4OW <br />IreNN *am INICNM Me WORM O00[ MUM AN OeWA M ON TIB WNSML FOR <br />ED. LAM T1M 0elO0m ON Sam" Mau ANNgR /Ana If MLLTPLNIa SPACINGCHOWON ICWMU Of TO[ FOUORNp F'ACWW MR Tf OF'pWMII m 6E PO66161L <br />NmUCID WICON OWAM Ile PACtat OWL NOT W UM 7HW INN SPAM <br />MWED FOR EAW now TYPE At N4"m LMM <br />ANCHOR TOPE <br />' /•y <br />1/4'P <br />1/44 <br />1 <br />aWA-« <br />wow <br />-- <br />a w•4Wr <br />PLO <br />IA, PRIM 6AMee w <br />3 <br />a <br />2 <br />2 <br />3 In <br />•Mg,.•ro w <br />a <br />4 <br />s <br />3 <br />a <br />N FA•1 w w <br />31 <br />3 <br />1 2 In <br />2 ,n <br />, <br />IgIIL BON 41 <br />IIDRR <br />aI <br />M <br />- <br />(VALID ONLY FOR <br />IQRISTAUAwNR As PSR SEOTIONn 1 TIRU 10. ON SHIFTS 4. 6 ! 6) <br />IAAMMNM <br />Ala CO IN <br />WOMAN NO M rMCLNp <br />NOR E.O. - 3 1/S• •• <br />fE0Y101e APPLICABLE To <br />L • <br />WIOINN IYYIlL <br />UPCON <br />Cr YAP -DIM <br />CALK-N <br />P'F CLIME PUPAE D <br />PIICAvn PLUS <br />MAD su <br />RESUME <br />SN0 <br />m ODNCAM <br />To <br />opFtwEn <br />HOCK <br />TO CONCRETE <br />10 <br />COIIa[T[ <br />OLoo t <br />To CaICIC <br />To <br />CalCRlt <br />Kabc <br />m CONWIM <br />10 <br />OONMRn <br />OLOpt <br />To 001 OWE <br />To <br />ONLWR[ <br />ROLx <br />ro W COM <br />To <br />ONCAM <br />NOLW <br />AN, pNIBS1ATIOM <br />ar I,OI <br />tDe1N t' (A7 <br />6• <br />N/A <br />N/A <br />N/A <br />6• <br />N/A <br />61 <br />N/A <br />0' <br />N/A <br />N/A <br />N/A <br />1 (TOP) <br />6• <br />4• <br />N/A <br />N/A <br />6• <br />e <br />6• <br />r <br />r <br />6• <br />N/A <br />N/A <br />1 (BOTTOM) <br />6• <br />N/A <br />N/A <br />N/A <br />6' <br />N/A <br />6' <br />N/A <br />e• <br />N/A <br />N/A <br />N/A <br />2 (TOP) <br />e' <br />I N/A <br />N/A <br />N/A <br />S. <br />N/A <br />!' <br />N/A <br />!• <br />N/A <br />N/A <br />N/A <br />2 (BOTTOM) <br />!!A -no <br />e' <br />N/A <br />N/A <br />N/A <br />6' <br />N/A <br />6• <br />N/A <br />6• <br />N/A <br />N/A <br />N/A <br />3 N 4 (TOP) <br />3T-5• M W-B• <br />OR {ASS <br />6• <br />r <br />N/A <br />N/A <br />6• <br />6' <br />6• <br />6• <br />r <br />6• <br />N/A <br />N/A <br />3 (BOTTOM) <br />e• <br />N/A <br />N/A <br />N/A <br />6• <br />N/A <br />r <br />N/A <br />r <br />N/A <br />N/A <br />N/A <br />7 (TOP) <br />6• <br />4' <br />N/A <br />N/A <br />6• <br />6• <br />e• <br />e• <br />6• <br />6' <br />N/A <br />N/A <br />4 Al 7 (BOTTOM) <br />N/A <br />N/A <br />12 1/2' <br />6 1/4" <br />12 1/2' <br />6 1/4" <br />6 1/4• <br />6 1/4• <br />a 1/4' <br />6 1/4• <br />N/A <br />N/A <br />! (TOP/BOT1OM) <br />00.0. -53.3 <br />N/A <br />N/A <br />12 1/2• <br />6 1/4' <br />12 1/2' <br />a 1/4' <br />6 1/4• <br />6 1/4• <br />6 1/4• <br />6 1/4• <br />N/A <br />N/A <br />a (TOP/9OTFOM) <br />-r TO 11'-r <br />56.0. -72.0 <br />N/A <br />N/A <br />a 1/4" <br />N/A <br />6 1/{' <br />N/A <br />6 1/{• <br />6 1/1' <br />a 1/4' <br />6 1/4' <br />N/A <br />N/A <br />6 (TOP/BOTTOM) <br />8'-6• TO ,1'-2- <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />6 1/4• <br />6 1/4' <br />6 1/4• <br />0 1/4• <br />S. S. 10 (TOP) <br />NA �,p <br />6• <br />4• <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />6• <br />6' <br />6 1/4' <br />6 1/4' <br />B (AOITOM) <br />OR LESS <br />6• <br />4' <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />6• <br />6• <br />6 1/4• <br />6 1/4' <br />B (BOTTOM) <br />12'-4. OR LESS <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />6 1/4• <br />6 1/4• <br />6 1/4' <br />6 1/4• <br />to (BOTTOM) <br />WE IWM t0.q 11 AND 12 POP ANCHO S TO[ A SPACING FOR e16uuaa6 INTO WOOD PIVAR BIeOW <br />WAWY IId10R WMCNM AW MNMAW FOW Oe1AtM ARENNCOW ON 700 110000.1. MR LD. tm <br />WA TNNM1tm ON 6LTi01AE OEM ANC/la I►ACse BY,RA7rLYNe fPACRa rIOMN ON SCHEDULE IN <br />RG M POUOR•e rACTOme Do OPERATION To W POW - Rf011 OD SPAM o6TA0ED um rACI011 <br />POLL POI W Un TW&M wocaO OOCARO FOR EACH ANCANI TYPE AT AMCIDN LEEUD. <br />ANCHOR TIME <br />---,[�;' <br />UPON <br />tNy <br />tp1 <br />t/_r._ <br />"X-0 <br />1/410 <br />tO1PW1 <br />_,/eti <br />Cr1M-RN <br />_ <br />)61 <br />I6. Am" IPACM w <br />S <br />3 <br />7 <br />a <br />2 In <br />3 <br />••NgN23PN14 etFM•N OW <br />3 <br />3 <br />3 <br />3 <br />2 <br />3 1/3 <br />OaAry lrNlel sIr w <br />3 <br />3 <br />3 ,/3 <br />3 1/2 <br />• <br />3 1/I <br />A6RR BA sma <br />► A i <br />T 0 R <br />,1IrM <br />1 <br />- <br />71/r <br />2• <br />1m <br />tm <br />,m <br />A <br />- <br />2, <br />- <br />• <br />1.0 <br />YAh PLUS <br />_pAp� f16 10//4• aPPM <br />AE14A <br />11z.1 m <br />- E1061NG MOOD IWAD01 <br />7 <br />% : 1\ <br />SAW Sao • <br />at <br />NO <br />I <br />■E tIMM111F aN <br />FOI sTo <br />---IfL LENOTN <br />NOTE 1) <br />I <br />i <br />TO <br />TO <br />i SAIL 6 <br />nN 3rr . <br />1/r of <br />D <br />Mw. PANELLENON <br />(SET NOTE 1) <br />- --1 <br />I ' <br />� x <br />D WX <br />I <br />%3r <br />Ml Swat <br />t ,/r o3:. <br />REQUIRED y <br />t/4•0 uD 6OIDES • <br />` - -tl ai 1e1NGCa,wMw/ <br />DIRECT Wip-AT" AT WOWIM OF PLATE <br />17:JR[ s/ati�-'m71MOUNTwl�re::sTl� <br />BCLLc 3 MI - <br />HOW <br />1. INSTALLATIONS FOR ALTERNATWES BW. SW t TOW ONLY VALID FOR <br />BUILDINGS WITH A&D. DESIGN LOADS UP TO +43.8. -46.0 PA.f. AND <br />PANEL'S LENGTH UP TO 12•-4' <br />L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO eE SOUTHERN <br />PINE NO. 2. W/ SPECIFC DENSITY OF O.SS OR E(RIAL. <br />IIOI[ FOR TN1u K CTIOIAR• <br />TOP R BOTTOM MOUNTINGS CAN BE <br />COMBINED IN ANY WAY TO SUIT ANY <br />FOSIVIR Om <br />ro. <br />■[ oN <br />I <br />94M 0 <br />rpN I o <br />4L aAAM <br />PANIi <br />/.'Y-3Nt1. 49A. <br />MO.. LOOM <br />(SEE Nor[ 1) <br />Ml r/ GNUS . <br />am masA► <br />I <br />I I <br />Odl <br />or <br />MW <br />F1 <br />J �' _ <br />- <br />±LL• <br />7 <br />I <br />2W WOOD I I Ii PIN. 11MFAOkb <br />REQUIRED 11 I PENETRATION <br />MIOMOTN OF ABATE <br />I <br />plam MOUNT <br />I I <br />Ib4[ SNIT' <br />INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM <br />1/.ti u• gDRDI6 • r as W INTO EXISTING WOOD STRUCTURES <br />1 , r ttNDIDIo PDEtRgeN <br />EQF <br />OR <br />ro rpeD 115mq ` <br />I <br />i E EEL. <br />ALTERNATIVE 1 '►LTERNATIVE 2 <br />4Y,IY IMOME <br />EO <br />Tit, oa <br />I <br />I <br />I EO E0_ <br />OR i <br />to1._ WOOD PLATE <br />I .,_,._ _ _.. _...-__) i• V, V\'• � MONO FW[ `y,�\ `�'I IIE011M[D <br />- - _ RDOIRMO I <br />8 r4� ALTERNATIVE 3 ALTERNATIVE 4 <br />IVY/•10.+6/S• P�BIOR�aW � W/ <br />/r.-2aa' u ILO Y r ae. a <br />+/ro-30 NpEL*7[ nx u D a ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS <br />PANRMIn PLMS 6 r ONO. ■ , ,/r M•. IWAk 3/•• - 1' <br />TIWO Pam <br />to sOm <br />Mn ,TNT : OAPIOI TRACIa NDT flaw F01, CLAIM <br />WALL MOUNTING INSTALLATION <br />ALTERNATIVE 1 W <br />1. WFIAtlATIONO ARE ONLY VALID FOR IUSm1OS WIN ASA. OESOM IONS top TO <br />+MA. -72A W AND <br />E PWIE{LS LDWW U► m r-r. <br />2 FOR NEW "a HH . 7 �W/ r�1C0 OQWKNUCI0, UWOOD a ro W Sa/M[M <br />N <br />N <br />s <br />_ <br />O <br />N <br />N <br />�- <br />C <br />O <br />O <br />i_ <br />.� <br />V <br />- <br />C/) <br />C <br />co <br />0ja <br />Ca <br />O <br />0 <br />O <br />O <br />ICU <br />_O <br />L.L. <br />C) <br />CU <br />. <br />-0 <br />E <br />///`••.E.p�•0 <br />O <br />^ <br />l <br />4 <br />• A <br />1 \\ <br />Q; <br />Icac' <br />0 <br />0. <br />(. ) <br />('.I <br />Q cc:_a <br />t\ <br />-a <br />L. <br />(CV3 r <br />C .0 <br />M <br />- <br />ti <br />cA - <br />L) a') <br />a) <br />z 0 <br />a J G <br />Co <br />0 0 <br />0 <br />L. <br />a <br />'mod <br />0_ui <br />SHEET NO. <br />IS 1B1 <br />