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�ru',aua�a�a=a�s;aa��a� <br />i N 11�111111�1�1���1�1�1�1l1�11. <br />i i I,h. � ■ -mrbb- <br />�n� � ��nr 'MnM ins Ana. <br />ra�r�Ki.\BKIaSaWM�MrMBlitK7al � <br />--- <br />1 <br />1 <br />1 <br />wm <br />a1 ir[ . r OC Y� mMMNI�aMAK COMMON <br />1 AM1 14N�N'MiM N/ >fMa"�'M•R� <br />FW W1ON <br />I n!.��da-errs <br />agloom 2 a Y Y� a t pia► i 6M,a6 �6) O '' <br />WA <br />SECj� Y-Y <br />���Np,�(4w ■6 . 1/4 •1 SCALE 114- 1- <br />PK tMlwniw0 <br />MULLIdI SMILE <br />mm NUUMN <br />row 01) • <br />REOtam MN. <br />/LIRE MMU M . <br />4 4•-r <br />2• a r a I/r <br />W-r 10 W-W <br />r . 4*. 1/6' <br />.. 4 <br />« "MMaD►OR - - �1N1� wowFN�wYLLa2L+60. �W <br />SECTION 1 <br />trJiE E/�I' <br />NOTE a" C"l NBO BE C.NMALIEO w/0 smo PAN" ON 1p <br />(OKDINES. OPO/M W/ TIR�TOP AT <br />601TO10 IV ON 80770111 a aPENr10. <br />NISTAWTIdI - LLTERNATIYE 1w <br />SOUL I/4' - I• <br />affiT.LLJ,LrE �w <br />BCML• 1/4' - 1• <br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AAD. DESIGN LOADS <br />LIP TO +55.5. -72A p.af. MID PANTS LENGTH UP To B'-B'. <br />2. FOR NEW WOOD FRAME Cq<BtAllCltal: WOOD AEMBERS TO BE SOUTHERN <br />POE NO. 2. W/ 9PE6 M DEAWY OF 0.56 OR EOUAL. <br />TOP ! BOTTOM MOUNTINGS CAN BE <br />COMBINED IN ANY WAY TO SUIT ANY <br />CONDOM Ndmm <br />am <br />L1a fC �tE <br />ISM <br />la� <br />PaAWa Cc <br />L10' <br />7ff <br />KM Como= <br />mum <br />I <br />Im <br />I <br />WNWW1wt I <br />Ala � I <br />7 <br />0R• 1//f) <br />I <br />8 <br />w117114 r <br />CONDOM NC Ma Dw W l _ <br />N) <br />�L�iMRQNI <br />WALL MOUNTM OWAL L ITION WALL AND rLOOR MOUNTM INSTALLATION <br />- SECTN)N i SCALL• 3/r . r" SECIM 2 SCALE. 31W - I' <br />P/OIES DIN rs BAFTM r,m,l NMNEL WYSfIN NMi ,ANION • <br />1. LIFE SAFEM STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) <br />OR AS AN I TFMOR PAEt. (ANY P1AEL IDd1ION M BE1MEEtl END FUELS). <br />In BAF'EN PAIL1.9 MAY OR LAY NOT K 1NSTMIED ADMCENF TO REaA/IR PANELS <br />(w/ OR w/o REM" TRICNS.) <br />A LIFE SAFEM PA IL CONSISTS OF DAA- GALVANIZED SM SmaA PARTS. AS <br />PER L:OIPOFENT . BMW 2 OF WOW. <br />THIS PAl1El I SW TO K REMOM OR OWAUAM MOM THE 4WME OF <br />SnKcruRE. <br />3. LIFE SAFETYPAN& REOURIES TOP TRAIN TO K OOwONENT(DIII BOTTOM TRACK TO <br />BE ®AS PER BIEET 2 of THIS DRMBN. <br />�n <br />�S <br />L7DIp01iNr BE BarAtt2D WAu OR FLOOR MOUNTED FOUAwM6 SE POPS 1 ! <br />,' <br />2 ON TIffi . AS wOt AB DEdBs 1 ! 2 ON SHEET 14. <br />3:•' v <br />4. Mn. LDNM FOR COIIPONFN�tQ B� 1�S•�. <br />MIS.. ANCHOR SPACIN FOR COMPOR7I-6AWWRA1E AT BOTTOM IS ONEN ON <br />) <br />SCHWULIS ! 2. SHEET 14. <br />,k :• <br />COMPONENT NAY BE PERMANENT OR REMDMMIE. <br />S. SEE DETAILS FOR INSTALLATION INTO WOOD FANIE BUILDONS ON SW 1S, <br />R BEE SHEET 4 FOR DETAIL APKr. BLE 10 THE IECLSWrf FOR THE WSrAUATMN Or <br />BPACM AT 7R MS INSPUED ADJACENT AND BEYOND TO STUCCO/YIODD BANS. <br />a <br />,4IYw1 Will • sa NW■Y <br />1 <br />spur Maw <br />sDME 1 1 6E1Gs?!OM <br />cEam at n ma MouNnwo wuL nma LLOUNrINc <br />WSTALLTION - ALTS>!1lTIVE ABr ISIVALLA1IOI1 - ALTEVAUTLVE SDI <br />(SECTION AT TOP a LIMITED TO +35A-67A WX SCAM t/4• . r <br />A.S.D. p I I I to MTNG) <br />7 iliim: <br />4u�U:i:I: <br />a1STlLLATfON _ aE�T1oN uw <br />WALD 1/4' . 1• <br />Af1EA w/NN LIFE Ban,. FMN17S ; L01Arm OF In (KE FLOW IMILORQ <br />L... No" FRMEIs W/ OR � SAF M PAM ---L <br />W/O MMAAR 1110005 I <br />BELaw) <br />Lw <br />4ISSPNO NlIF1L <br />K <br />V <br />mlM1W <br />K ON 1Rg1® INN UM <br />ELEVATIONPANEL( <br />TO <br />EA . <br />1/P Nor OR, 004M1 1 <br />1 • 1/1'tAN. <br />Is11p��pl� <br />,)mow <br />M aq jNNt1� <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (oaf.) AND CORRESPONDING <br />MAXIMUM PANEL LENGTH MLM SCHEDULE <br />A■1., ,,..,, 4■■ AWIN4ra.A rrm,a.■..■ ... <br />C1aL <br />W aA66 <br />006NM1 <br />O W�I�rrl <br />4,wA -tta <br />r-r ow un <br />a 1p' <br />took= <br />I" M B r 1 <br />+ssa, -no <br />2r-6. 10 r-r moo. <br />2 s/4• <br />UNIMI D <br />I um 6 a 7 <br />+aA, -7" <br />W-r m 11'-r W,. <br />2 IN <br />• � <br />s <br />+43W !0 <br />Ir-4' OR UPON <br />a IN <br />' �• <br />& W r \O <br />• MUD o/ 1/410-300, 96 Oi a wow w N "W a NaOMM w ►Nlfl <br />(MILD ONLY FOR pIWLL9n! GD 6Sm anew AB Fut swnm 1 YMNU 7. ON BMW 4 ! 51 <br />NAWIwN AS.O. <br />moral <br />4.W <br />(>j <br />,,,NAY MrAMa NMI I FOR L0. - a IN •' <br />APPLNAW 10, <br />Ww <br />INN0' <br />IwaaY PWALmMa� af„1 OU <br />wwDON <br />of vp-Mw <br />cox-Y <br />PWMIIAKMMaU O <br />P dLuaE PM <br />ONNKR <br />OOR <br />>D OONCWa <br />o10a <br />CFROMM <br />aw <br />iooumm <br />OOim <br />MMM <br />cogNm <br />N!A <br />WA <br />WA <br />r <br />WA <br />• <br />•' <br />M4, <br />t MM <br />r <br />r <br />WA <br />IA(4 <br />r <br />r <br />r <br />r <br />r <br />r <br />WA <br />WA <br />WA <br />r <br />WA <br />r <br />WA <br />r <br />WA <br />2 Do" <br />r <br />WA <br />WA <br />WA <br />r <br />WA <br />6' <br />N/A <br />IF <br />N/A <br />2 WORM" <br />.4" -NO <br />OR un <br />r <br />WA <br />414 <br />WA <br />r <br />N/A <br />r <br />WA <br />r <br />WA <br />3 a 4 Mn <br />r-r A ,Est <br />r <br />r <br />WA <br />WA <br />r <br />r <br />r <br />r <br />r <br />r <br />a Mama <br />r <br />WA <br />WA <br />WA <br />r <br />WA <br />or <br />N/A <br />r <br />WA <br />7 (Po„ ) <br />r <br />r <br />WA <br />WA <br />r <br />L' <br />r <br />r <br />r <br />r <br />4 r Y Pon" <br />WA <br />WA <br />12 IN <br />6 ,/4' <br />12 IN <br />6 ,/e <br />a I/r <br />6 I/4' <br />6 I/4• <br />6 1/1' <br />s <br />on owm M a 11 No MICH= Mww a wmm FOR .w1LAI M 4,10 gm pow aMa1a <br />raw= AK WIItEW16 M I wfTY4sIWsiORWNicuiKWY <br />/IOINODwt wrRMEX= <br />NNE PoCLMMM new= FOR us Wr1IHON m K POSH" wau= WFAWw ONw= too Film <br />rlMl NOW K UM UM V MMN WVMG OWWO NO YLN MOM 1N4 AT AMMM UwW^ <br />AlaaI IWB <br />Ile. <br />1/4'4 <br />1 1/EI <br />1 f <br />1/4,/ <br />1 1/4. <br />wpm <br />R VPw <br />.■r-r <br />4rso <br />r /Mat SWAM Ow <br />a <br />••Y1■INa O.rIN ISSN <br />aa4hl p„wIY II,N 1,.1 <br />) <br />a <br />a <br />a <br />a <br />a In <br />a <br />1 <br />a 1/a <br />a \/a <br />1 • <br />1 a in <br />ABRIL d <br />IWOaB <br />r <br />Im <br />tm <br />Im <br />m <br />2 vr <br />1 <br />N <br />1 <br />r <br />M (LAWS. <br />1 <br />1 <br />Elf- <br />ED <br />! <br />I j <br />�Ab <br />i \ <br />I ( <br />,,.• UL . LAW I11MO WW/Na 611NIR.1D <br />W , 4ti'4rr W: rs • W I/r oe <br />ws%waaunovmTOVMM6 <br />,/P D.C. to tlMWM Is m r-r Ns. <br />OR 014-10 PONOWA MWU a a <br />7R�/N2I-MN�rwW Puts . 1a 1 a C. MM I <br />AL U a< T M100 FNNEAi6R <br />Au UNMIr LID To W-r Nor <br />EL <br />SCALE 3/6.t' <br />W <br />2� <br />1. INSTALLATIONS ARE ONLY VALID MR BUILDINGS WITH A.S.D. DEM6N LOADS <br />LA TO +553, -72.0 PSF AND PAmWS LENGTH UP TO W-C. <br />2. FOR NEW WOOD FRAME CG6TRUCTWN: wo00 MEmants To BE SOUTHERN <br />POE NO. 2, W/ SPWM DENSTr OF 035 OR EOIAL <br />TOP ! BOTTOM MOLMIOtNS CAN BE <br />COMBINED IN ANY WAY To SLIT ANY <br />INSTALLATION. <br />©. P,� 12W-fP,���II <br />� ^�J �inl�t)l� <br />O <br />lu <br />III la 11i t,.•, a: <br />10 <br />I� _ • .11. .h`I_ _14h ► N <br />.ti7 _ _ Id .ti .1 .. 4;.1 : �1 «f:. «: it ' ,•:. 'fl: .•BL }- <br />•I,c• <br />sn= • M <br />can <br />402 ' MOLD PAR <br />6Y W. (SIR <br />i, <br />11 <br />j, <br />117!1 <br />If, <br />,of, <br />0ON <br />DETAIL 2 FLOOR MOUNTING INSTALLATION APPLICABLE TO SCHEDULE 2) <br />90" 3/1r . 1• <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (o.a.f.) AND CORRESPONDINGi <br />MAXIMUM PANEL LENGTH 'LM SCHEDULE <br />MAYw Y YD WwC1tlMS 1 a 2 YOIGIEO fiTR R SAFE7Y _. <br />R.eleu DN Y6I1 LIMN. <br />WASOM •SA <br />cow <br />FREMR <br />%O MI <br />O Y-MM <br />am" <br />IWMMK FORE ID <br />MRINME 1W <br />10 <br />a <br />1011 <br />RORIINN <br />WeNM pan <br />uO. v 01.) <br />10 <br />wt <br />DO <br />DOM <br />mM1Ml2 10 <br />ToToCONDOM <br />@I= 11, <br />DOam <br />DOM <br />SSA• -72.0. <br />r <br />N/A <br />WA <br />WA <br />r <br />WA <br />r <br />WA <br />r <br />WA <br />16 2 MM <br />5'-O. OR LESS <br />r <br />7' <br />9• <br />9' <br />9• <br />r <br />r <br />9' <br />B• <br />r <br />I (BOTTOM) <br />+66A -72.0 <br />r <br />N/A <br />N/A <br />WA <br />6- <br />N/A <br />r <br />WA <br />r <br />N/A <br />1 ! 2 MM <br />W-r TO r-r <br />r <br />5' <br />r <br />r <br />9' <br />7 1/2' <br />s" <br />9• <br />r <br />9' <br />1 (BOTT011) <br />+55.0 -72.0-r <br />r <br />N/A <br />N/A <br />N/A <br />r <br />N/A <br />or <br />WA <br />6' <br />N/A <br />1 ! 2 (YIP) <br />TO r- - <br />rNaal oneAGO <br />FRa9LKTAPOOM <br />6210 • a/r I.6 NMN /W w ANRQ <br />am1 CPA r r ft Nd ,w or Mao <br />APPLIC/BLE m <br />KCt101B ! <br />t' t•I J <br />OF row <br />+49.2 -013 <br />r y <br />♦ 1/2* <br />I 4 Ilr <br />2 (BOTTOM) <br />7--6. OR LESS <br />+=A -66.0 <br />3- 1 r <br />4• <br />4' <br />2 (BOTTW) <br />r-r DI LMS <br />+654 -720 <br />2 1/2• I 2 1/2• <br />4• <br />3 I/r <br />2 (00110M) <br />r-r ON LESS <br />+S6A -72A <br />2 1/2• 2 1/2' <br />N/A <br />WA <br />2 (BOTIOLL) <br />71-r TO S'-r <br />+55.0 -72A <br />N/A N/A <br />3' <br />3• <br />2 (BOTT)1Q <br />r-6' 10 6'-6• <br />II7aM AY. IWIIM <br />11 �2••K <br />Ala IBMM <br />� <br />�%4Wa <br />O,M,■N <br />•a4 -Ne <br />r_r <br />a DIN' <br />,math <br />m am ,s I= MOM rot a WINDOW pa4MoWl waM ND wm RIME BLrm <br />wow Now "CPU me WORMY am amumm ME oamm OR wO lemmL fill <br />LR IBM W.w YNOID ON soma mu NOMR w.LWM A NwJWL"M BOOM <br />a1ewN OII W MMU BY 74 FMAOKM FACMW ON wa N OMM To K MOMS. <br />00= WADY MMM NWr FACTOR WILL M K UK MO MFWLA M=& <br />omm FOR ,ADN now TfFC Ar MCH M umn <br />7w[ <br />//r. <br />1/4L <br />1 1 44 <br />INS <br />,/re <br />vim <br />w IANiNP <br />Row <br />a.A-M <br />,6. Ma1NW a11KMso <br />s <br />a <br />13 <br />a <br />a t/a <br />'.FFI=Mo LW <br />PaNO 1=01whW <br />a <br />a <br />a <br />a <br />a <br />a <br />a <br />) t/4 <br />3 in <br />4 <br />Aa1L m «NIB <br />NwMK <br />- <br />a <br />r <br />a I <br />Im <br />Im <br />OLD, ONLY FOR <br />A9 M 9➢C1IDN! 1 TIM 10. ON SHEETS 4, 6 ! 6) <br />AM arm <br />Plaart <br />4%10 <br />(wa <br />VAISi a ANaaM SPNM I= Ln - 2 IN •• <br />ApIoUCOMA To <br />Nor oommmSiwm <br />6r 11,11010 <br />unaTM <br />vim <br />O tw Ow <br />C11N-M <br />/NB3YO[ iDOU ID <br />►MBIW6 FIDE <br />om BIT <br />m CONDOR <br />m <br />C0 mm <br />OLOCN <br />W CONDOM <br />m <br />CONDOM <br />am <br />to CONNOTE <br />To <br />001RI I 1 <br />sum <br />m CONCOM <br />TO <br />CONDOM <br />sum <br />To ODIN1r7E <br />10 <br />CONDOM <br />vim <br />m apmm <br />10 <br />CON AM <br />LOCI <br />6' <br />N/A <br />N/A <br />M/A <br />8' <br />N/A <br />r <br />N/A <br />r <br />N/A <br />N/A <br />N/A <br />1 (IMP) <br />r <br />4• <br />N/A <br />N/A <br />6' <br />r <br />r <br />r <br />r <br />r <br />N/A <br />N/A <br />1 (BOTTOM) <br />r <br />N/A <br />N/A <br />N/A <br />6' <br />N/A <br />6' <br />N/A <br />r <br />N/A <br />N/A <br />N/A <br />2 (TOP) <br />r <br />N/A <br />N/A <br />N/A <br />6' <br />N/A <br />r <br />N/A <br />S• <br />N/A <br />N/k <br />N/A <br />2 (Borrow) <br />36.5, -"A <br />r <br />N/A <br />N/A <br />N/A <br />r <br />N/A <br />r <br />N/A <br />6' <br />N/A <br />N/A <br />N/A <br />3 ! 4 ('TOP) <br />>7'-6' TO r-r <br />OR LEA <br />6` <br />4' <br />N/A <br />N/A <br />r <br />r <br />6' <br />6' <br />B' <br />r <br />N/A <br />N/A <br />3 (BOTTOM) <br />S' <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 (YIP) <br />6' <br />4- <br />N/A <br />N/A <br />6- <br />6• <br />6' <br />6• <br />6• <br />6• <br />N/A <br />N/A <br />4 ! 7 (BOTTOM) <br />N/A <br />WA <br />121/2- <br />6 I/r <br />12 1/2- <br />6 1/4- <br />6 1/4- <br />6 1/4- <br />6 1/4' <br />B 1/4- <br />N/A <br />N/A <br />5 (TOP/BOTTOw) <br />-533 <br />W/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 />6 1/4- <br />6 1/4- <br />WA <br />N/A <br />6 (W/WnOQ <br />-B' TO 111-2' <br />06.0. -72A <br />WA <br />N/A <br />6 1/4• <br />N/A <br />6 1/4- <br />N/A <br />6 1/4- <br />6 1/4-M <br />6 1/4- <br />WA <br />N/A <br />6 (TOP/BO7TOM) <br />-r TO I1'-r <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. 9. 10 (TOP) <br />O <br />r <br />4• <br />N/A <br />N/A <br />WA <br />WA <br />N/A <br />N/A6-61/4, <br />61/4- <br />6 (BOTTOM)OR <br />tr-4' OR <br />LEGS <br />'4' <br />N/AN/A <br />WA <br />N/A <br />WA <br />N/A6- <br />61/4' <br />61/4' <br />9 (BOTTOM) <br />LESS <br />WA <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />WA <br />N/A6 <br />1/{' <br />6 1/{' <br />6 1/4' <br />10 (80770w) <br />OR SCM 106 tt NO 12 FOR MC,Ma ME R WAGM FOR MPUA1M1a WM WOOD MM BU60N0. <br />1MMM NOW EVMM AIM WOW" Da Will= Atr ISM MO OW Wa 6G[MM FOII LA UM <br />TMPI PIOICATm ON SOMU 1111101- ANCHOR SP1tO,O M IwA7PC" 9= f210ON OR lNIDIAE M <br />TR FOUMN FACTORS. FOR row OPDM=N W K ADDIBLE, amuem WFWC,16 OB1AwR0 WAS <br />6NML NOT K LEa THIN ,a11aY SPOtI O Ia1CWED FOR EACH ANCHOR TIME AT NMMMM LEMMA. <br />AIIOA 1� <br />T 4's <br />1/4•9 <br />1/41 <br />1/4-I. <br />1/49 <br />1/4% <br />WPM <br />or vp-46p <br />01111-41 <br />SK41i-M <br />Oft Iowa SPOM w <br />s <br />3 <br />3 <br />3 <br />1 a 1/2 <br />a <br />**Mmowmm a...1. p.) <br />WOW <br />a <br />a <br />a <br />a <br />7 <br />a IA <br />s <br />3 <br />a ,/l <br />a ,/l <br />4 <br />2 I'm <br />AORllm Jim nwo <br />Fa-0T0s <br />I IN <br />.a i <br />- <br />- <br />aT <br />- - <br />- <br />m <br />4m <br />r <br />\AO lm <br />- <br />1m <br />m <br />a IN <br />Im <br />Im <br />IAA <br />Jr11a,'1`Iti��; H .i,l .11 �1 Il• �XH .1 .II ,-1 1• <br />HGIIic <br />I. OSTµLAl10NS FOR KIEAFATTYES BW, 9W ! tOW DFLr VALID FOR <br />BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +43A -4LO P.W.I. AND <br />PANEL'S LENGTH UP TO 12'-4 <br />L FOR NEW WOOD FRAME CONSTRUCMM WOOD MEMBERS TO BE SOUTHERN <br />POE NO. 2. W/ SPECIFIC DEPOW Or 0.55 OR EOWLL. <br />BE <br />ANY <br />/4/iA 1m snaM .C. r r OW <br />;D'LMMC 1w nth <br />i 2 W i <br />I <br />I <br />i <br />I <br />1 srw 0a 17. 1 ALTERNATIVE t ALTERNATIVE 2 <br />4•r■1I•(MmNNt <br />I <br />I <br />i <br />I r W W <br />I <br />I to W <br />I <br />I I <br />�yy ,A{ 8 D■A ALTERNATIVE 3 ALTERNATIVEOf 4 <br />ITS. W616,R® N9aYMAAONAan , IN <br />,/4t0.,6/Y 101M tMAa s6arM W <br />'/"' m• •' "' • r °C °A ALTERNATWE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS <br />,/4y-n POSA M MORE m OR <br />FROMM "As r r OAi. R I IN vs, Sam wr - I' <br />W,IRMD Fowitio al A omm WOOD <br />RAW NWE : DO= IMNM ON NOW FOR OLMN <br />WALL MOUNTING INSTALLATION <br />ALTERNATIVE 1 W <br />"a AW . 1' <br />3= <br />1. asvLLM" ME OM.Y WAM61qp FBI IULO Nor WHIN ASA, OEM LWN UP m <br />*K& -7L0 Fair A1M INSIST LOAM UP m r-r. <br />t P[ Nye. L Y SFP@ m w" Or o.s6�000 W�UN. m K $K4WON <br />CO <br />cu <br />N <br />U <br />N <br />O <br />O <br />C <br />0- <br />cv <br />o <br />-p <br />O.. <br />C <br />cu <br />cU <br />0 <br />2 <br />O <br />O <br />C= <br />OLL <br />L <br />V ) <br />O <br />C2 W <br />O = C7 <br />v <br />a e� o <br />c <br />cow N <br />- <br />cn <br />m a.c <br />C LA - <br />cc O >_ <br />f/J <br />LV = <br />N <br />O2 O A <br />d MP <br />jz <br />E C <br />= <br />io <br />y DID � <br />7 <br />� � T <br />N � O <br />C <br />tv o <br />a <br />0 <br />cn <br />L <br />LU <br />2 <br />a <br />z <br />Z <br />Q <br />J <br />SHEET N0. <br />IS 1.1 <br />