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p"Impm, TIM1111 Rill 11 riflrp� I <br />f <br />Mo <br />WALL AND FLOOR MOUNTING INSTALLATION FQ <br />SPLIT PANELS <br />TIP. <br />INKAW Ali ii-I <br />Jv'='.T man <br />c <br />15 PC a in <br />a Ile <br />W. <br />o~ <br />MO ISAW <br />SH <br />MRS. <br />owl <br />1 r <br />7 <br />r c <br />VAN <br />M y_q_v4DLv11 <br />1.] <br />Dotes% <br />tX, w a <br />L.qA <br />1 /4 <br />AND A DETAL 2 <br />bduLLION Semmul-F <br />W.. DULLISH <br />RIM V0 <br />ADDLENDI a" <br />TLIK MUU*k <br />4 4,-r <br />2' 1 J* . IlAr <br />4!-G* To V-r <br />21. V. I/#* <br />W-W To r-10. <br />A 9) emw 4 13, Ir-lir to ir-q 2'. 9' I/Ir <br />MAIM <br />oraDm <br />IT, <br />popircrc-at W/ lop a <br />DWALLMM - ALTUM71A JW <br />9rAM 1/4' <br />XKLAQI� <br />ALIMAIM 2W <br />111STALLATM <br />W'". Ile 1' <br />maim <br />1. INSTALLATIONS ARE ONLY YAW FOR "J�INGS WITH A.S.D. DESIGN LOADS <br />UP TO 455.5. -72.0 ps.f. AND PANELS LENGTH UP TO W-15'. <br />2. FOR NEW WOW FRAME CONSTRUCTION! WOOD MEMKRS TO BE SOUTHM <br />PINE NO. 2. W/ SPECWX DENSITY OF 0.55 OR EQUAL <br />Top * BOTTOM MOUNTINGS CAN BE <br />COMINNED IN ANY WAY TO SUM ANY <br />INSTALLATION. <br />(at scivat" 0"---\ <br />I') <br />$"EST <br />CUM CONCOM <br />t-w Wmaw <br />11 W. <br />R J%II <br />1" <br />man%"> <br />AN <br />H. <br />I fl <br />u <br />v <br />WALM VIN OM A <br />SPUT STORM B"ATM <br />P <br />CA <br />IICALE i®r-;r <br />ton *10-1111LIC11 171*101 OwUl <br />mv WSW- <br />IASL <br />XMLNDWM <br />MTAUATM - AUIERM71IN JW <br />WALL- 1/4' 1- <br />ik ELM* MOJNTM WALL nAw MOURTM <br />ALTERNAME M <br />A.S.D. DOW PRESWK RATING) <br />(SECTION AIYQP 13 UNITED TO +4&5-67.0 DIM. WAL- 1/4. 1- <br />1/4- - I- <br />rwAA*_ <br />Flim hioumTm- <br />NSTALLATM - SECIM AM <br />AM OHM W <br />1=21PICIRIP Vah 24M 1 <br />C SOCK" ON <br />XNEET s4)_'1\ <br />77k," <br />t. <br />r*'AV4. 26/4. 3/4 or 4/4 1. 2 IW/15 poll, <br />IW/Is <br />_j <br />wr <br />I <br />III&. <br />L114 <br />smestes. <br />:MNAM. <br />me <br />11 <br />TO &,on <br />-.41W0 <br />A <br />IN <br />0 <br />_Am SO 12 IT 0-c <br />I I <br />- <br />964-11;f-CM <br />IVSe <br />3 1314U <br />B <br />17 017 <br />111RIAE, <br />b <br />(M <br />a 21 <br />j QD <br />OR ail, <br />OR <br />Imm <br />`7 <br />4-L� - - - - - <br />(SEE scm= y <br />S.m 14) <br />WALL Mautmma AND FLOW bMUTM IbWAUATM <br />-2 <br />SEcnom i SCAM- 3/8' - I" sEcnam SCALV 3/r - I' <br />mom ON LIFE Way SWAM PANEL 3111111-1111MLLAIM; <br />1. In SAFETY STORM PANEL CAN K LOCATED AS AN END PANEL (FIRST 00 LAST PAMM) <br />OR AS AN INTERIOR PAME1. (ANY PAWL LOCATION IN WAVIER END <br />LIFE SAIFETY PAPIELS WY Olt MAY NOT W 10MALLED AOjACCWT TO llr= PANELS <br />(W/ Olt W/o wo" TRAOM) <br />2. LIFE jE G&WAZED STEEL STORM PAMIG, AS <br />Mj:W3PANEL COMMS OF MOM' <br />POR SHM I OF OWING. <br />THIS ITSELF TO K REMOM OR INSTALLED FROM THE INSIDE OF <br />141"N <br />lgg' <br />5 KLff sc= To, ;F!' ' 1 <br />COMPONENT K WALLED WALL 00 RON MOINTE0 FOLA.011MING S I a -�pm <br />2 ON ffina ff AS WELL AS DETAILS I & 2 ON SHEET 14. <br />4- MK LENGTH IV. NO. <br />UN. AMCNWF;h9=CfAP%" JDAW.SORAM AT IKITTOM GIVEN ON I <br />$04EDUU3 14. m <br />COMPONENT J&1111%21� KSWPUPUMNENT OR REMOW&E_ <br />S 2M DETAILS FOR PWALLAr" DIM WOOD FRAME IBUILDRODS ON SHEET 15, <br />6 SEE _11.1 roe DETAIL APPLICAKE TO THE NECESSITY MR THE INSTALLATION OF s <br />$11MERS, AT IRACKS INSTALLED ADJACENT Mo KYOND TO STUCCO/WOOD IMMINS. <br />L*A 2/4- UA 3/4 OR 4/4 1 1. k2LIS 71. a lw/15 <br />LwADON L <br />AMA -j ON LFT SAFETY PANEL <br />LOCATION Ole Mom IKWW) <br />se1w <br />W/o RVQUIAA IRACKS (SEE <br />LAST PAMEL d) TO K SWAM <br />K= <br />In UAW STORM P94M OPDOMU <br />OPTION fil FOR WEE 26 STORM _L H3C jC <br />IF Jag <br />PANEL(j) Ift aA or STRULIM <br />ELEVATION <br />SCALE 3/32-.1- <br />aw 0 0.� <br />le M. <br />z x I / . <br />- - NL Y N /!% 4 <br />T -1i7 <br />#was, <br />4Kr,- <br />SECTION 0-13 <br />3,='-I' <br />MAXIMUM A.S.D. DMON PRESSURE RATING AND CORKSPONDINIM <br />UMMUld PANIEL LIENGTH NO SCHEDULt <br />Ew- <br />m6 <br />-"A, _720 <br />T'_r ON LAID <br />2 I/'V <br />Wakm <br />I "m a A 7 <br />.211A -V" <br />�7'-v To r-a' ve, <br />2 <br />LNOMIW <br />I ift S a I <br />I'Mo. -no <br />W-r TO 111-2* Id- <br />2 Ilr <br />- -4" <br />- <br />121-V CA LESIS <br />S.Ir <br />"rA411"'" <br />81 1 A 10 <br />OX='#/ 1/410-111.1' U, A 0~,V INSILAP 6 kVtm" OF MAL <br />MA MY IN ft=(Ob W NWAU.Alioms AS PER ME I 7�ft 7. ON SHEM 4 & 5) <br />##)Wjw Axe, <br />oom <br />PFA38M <br />ww to-.14 <br />"NOW Actions ovan PM CA - 3 112' <br />To <br />j'"." <br />or r4w <br />=`0 &L <br />Wcom <br />or W-W <br />CALK-0 <br />F*iDAM mm" a <br />PAVLWJK <br />To "' <br />to <br />caticam <br />11.004 <br />to commom <br />10 <br />commm <br />0600, <br />To =Nam <br />To <br />CMAW <br />IL40K <br />IV cww" <br />am <br />ILOW <br />To comcmm <br />cowcam <br />ILOCK <br />IF <br />NIA <br />III/A <br />m/A <br />a, <br />W/A <br />r <br />40 <br />It* <br />I from <br />I. <br />Ir <br />RA <br />WA <br />a, <br />r <br />r <br />Ir <br />r <br />r <br />1 (01717010 <br />r <br />R/A <br />NA <br />WA <br />r <br />N/A <br />"/A <br />Or <br />*/A <br />cwl <br />NA <br />MIA <br />N/A <br />r <br />WA <br />"/A <br />or <br />H/A <br />a man" <br />+MLL -no <br />r <br />VA <br />WA <br />W/A <br />S' <br />W/A <br />r <br />"/A <br />IF <br />r <br />K/A <br />3 <br />an um <br />an LESS <br />r <br />v <br />WA <br />N/A <br />a' <br />W* <br />IF <br />r <br />IF <br />IF <br />3 001142M) <br />NA <br />WA <br />A <br />IF <br />W/A <br />IF <br />"A <br />S, <br />N/A <br />IF <br />S' <br />WA <br />WA <br />4 A 7 D110171311) <br />WA <br />%/A <br />42 1/2- <br />0 1/4' <br />'21/1. <br />01/4- <br />5 <br />$IT "M 10 6 Of PER ANWM THIS It WI&C MO kSUUMO W10 1000 PRAME <br />VSVAVE Am MOKUM am TM =emu I= "I Lou <br />WWM AT WAVKVM SPWM MAIM ON $Mf=" 0 <br />INE PALMS "CMK I= "a III K Palo" mvim rom wwm umm FACTOR <br />swu HIT a Lao Raw Wiwm W#md #AIMED To [Am miem" ?m a Am&" LMA <br />MAIM! Im <br />Yn - <br />INV" <br />foUD4u <br />0,. low" wmm OQ <br />3 <br />1 <br />3 <br />1 3 <br />3 <br />-00 -1 <br />3 <br />_11-uta <br />3 <br />1 1'ry <br />I Yr <br />'AD <br />ON smw a <br />TO *LAW <br />i <br />Eof ' <br />i <br />I <br />to <br />t <br />. , - " <br />I <br />I <br />I.. '' i , <br />I \ <br />I ; <br />L <br />I/r 318' 1" GO= WANSIS <br />- I <br />1, 1/4 na- " v a I /C ILE; <br />a I <br />'j <br />ma LOADS UP III S.-IF tn a <br />puft <br />tie oc., UP To S`-r W., <br />fuva ID on <br />'AAT,DXS sAr IL WTH I <br />"MM PDWMWM At <br />or own* ww PIATE Mo <br />ALL Low" up So r-or um <br />DIRM JWWM INQUAM <br />MU-Mm"w'; <br />1. INSTALLATIONS ARE ONLY WJJD FOR KRU)IMM WITH A.S.D. DESIGN LOADS <br />UP TO +55.5. -72.0 PSF AND PAWS LOWN LIP TO <br />2. FOR NEW WOOD FRAME CONSTRUCTOOK WOOD MWERS TO K SOUTHERN <br />PINE <br />NO. 2. W/ SPMIFIC DEkWlY OF 0.55 OR EQUAL <br />TOP & 901TOM MOUNIVIGS CAN K <br />COMBINED IN ANY WAY TO SUIT ANY <br />INSTALLATION. <br />STUDS. a EVERY <br />INSTALLATION DETAILS FOR REGULAR PANELS(b A <br />INTO EXIS]ING WOOD STRUCTURES <br />ED <br />I, J. <br />'�A <br />I <br />L <br />1w ALI <br />VAMP, I <br />I- FOR w WOW" <br />TO QLAWL <br />/2- <br />/ ' I - 0 ­[ <br />E. <br />4M.-M <br />I '�. - 1� L-i* - i � '� \ - � I WOOD PLOT <br />' * " ZMA <br />z <br />: � , 1, <br />_A/ ALTEMATM Aw <br />AN <br />WALE 3/11--t <br />I., <br />SM SHUTTER TRAM NUT M4=R FOR CUM" <br />J" <br />A 141 III-MV1 III <br />j.7jWA PA., <br />ST= 0 EVERY - <br />OVERLAP <br />0. C.) <br />ASA <br />DIM <br />Pons= <br />WEEK <br />CF <br />ANDENIN FEAME 0 <br />P69LWA AM <br />to <br />APPuodLL TO <br />swraa 0 a <br />- cameam <br />0, IRA, <br />wxmw <br />uwm V DO <br />IS <br />cemel= <br />VLDcK <br />70 <br />Comm" <br />opcom <br />m <br />0,11 <br />To <br />= <br />70 <br />mi'm <br />IV <br />- <br />mcwm <br />KM <br />To <br />MAIM <br />Comm <br />I am <br />r <br />N/A <br />N/A <br />MIA <br />S* <br />WA <br />9* <br />M/A <br />6, <br />N/,% <br />+5S,0. -710 <br />41 <br />7' <br />9' <br />1 (W"OM) <br />V-O* 01, LEU <br />+55.0 -n.0 <br />r <br />N/A <br />It/A <br />M/A <br />Ir <br />MIA <br />S' <br />WA <br />S* <br />N/A <br />1 4 2 CrOP) <br />pv-o, To r-r <br />'. <br />r <br />r <br />1. <br />9* <br />7 Ilr <br />9* <br />1. <br />1. <br />1. <br />1 (sorrom) <br />- <br />+55.0 -72,D <br />-e- <br />M/A <br />M/A <br />N/A <br />r <br />IVA <br />V <br />N/A <br />1. <br />N/A <br />7,-r TO <br />4' <br />S' <br />d' <br />r <br />mm" <br />MtCWJK <br />AMA "I <br />z3v i <br />-Vim <br />To <br />w <br />Fm I*, <br />LEHR -L"nift. <br />70 <br />70 <br />OF THEM <br />+492 -61.5 <br />3' 31 <br />4 1/2* a Ijr <br />(WITOM) <br />76�v OR LESS <br />+52.1 -M.0 <br />3. 3. <br />4. r <br />-.1 <br />2 (110710M) <br />r-e OR UMS <br />+55.0 �7211 <br />2 1/2- 2 1/2* <br />4- 1 112* <br />2 myrow <br />r-61 OR Lm <br />2 1/2' 1 2 iff <br />N/A <br />L= <br />S TO 0 <br />',0. <br />./A 11/1 <br />�A <br />OR <br />i INTERIOR PANEL no PANDL <br />t SCHEDULE ', WHO <br />"t'ri <br />1611FMR ift Felt <br />ANCHN 100. ANCHOR <br />SPACING <br />DETAIL 2 FLOOR MOUNTING INSTALLATION CAPPUCABLE TO SCHEDULE 2) <br />SCAM- 3/Ir - V <br />MMIMUM A.S.D. DIESIGN FIRESSUK RATIMG AND CORRESPONDING <br />MAXIMUM PANEL LENGTH = SCHEDULE <br />A A, 2 N=wb EM LIELANEXAMMLAVALL <br />MMMILAIN-3WALlu <br />am <br />I&A -M <br />ITS ow Is FOR *AOM rot a vmm MR inuunm SIR) wm "VA ouLow <br />60WA ANCHOR VACIM AND MAIM KDK DIFIREIZ ON NOW= 04 THS INHWULF. MR <br />LO. LESS IN* ROWW ON WINSALL MET ANCHOR WOW MY "WOW W"A <br />SOW ON 20=41 W INE YULCOM TAMPS. VIA " 0PEAMM TO K MERRILL <br />ISIXICED VACM OVANM U04 FACTOR OWL HOT IS UM THAI MOMM 0 <br />ONW.NW "a Lie" memoll "Pt a *008 LAW& <br />.-Y410 I <br />m4i <br />1 *1 <br />A. <br />141- <br />_9 .... <br />MAIM <br />for W�wwej <br />- <br />NOR" smatim oq <br />3 <br />a <br />3 <br />.�om� <br />a <br />R.1ft$ <br />--i <br />AM 100. <br />77 <br />L <br />L <br />N" ONLY MR <br />AS PER SECTIONS 1 rM 10. ON SMEM 4. 5 A 9) <br />woo" <br />"a, on** <br />pre M <br />'AINO <br />wxmw owmaximi WANG I= ILA - 3 Ilr <br />ANIMALS <br />KC"M 0 A, <br />hw mmwm <br />or too <br />VAVAJU PWdL <br />Wom v (0) <br />IMMAIN <br />OF <br />prialmont mu to <br />MMIAMIE PM <br />am SET <br />TO 00mrAm <br />coweitm <br />To emam <br />0= <br />To cMcAm <br />marm <br />SLACK <br />To mcqn <br />79 <br />opotim <br />I SLUX <br />to ammmm <br />To <br />ow <br />To Wwor", <br />To <br />CONCONM <br />KOCK <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />r <br />N/A <br />N/A <br />N/A <br />I (fop) <br />WA <br />VA <br />6. <br />M/A <br />H/A <br />I (Wrm) <br />41- <br />N/A <br />M/A <br />N/A <br />1. <br />N/A <br />1. <br />N/A <br />1. <br />MIA <br />M/A <br />N/A <br />2 (TOP) <br />a, <br />WA <br />N/A <br />MIA <br />S' <br />N/A <br />5' <br />N/A <br />%/A <br />N/A <br />M/A <br />2 Mmonom) <br />- <br />t55.5, -IZO <br />1. <br />N�A <br />N/A <br />N/A <br />M/A <br />1. <br />N/A <br />M/A <br />N/A <br />3 & 4 (TOP) <br />T-r-r To S'-r <br />On LEN <br />6. <br />4. <br />N/A <br />N/A <br />S' <br />Ir <br />a' <br />1. <br />1. <br />- <br />a' <br />M/A <br />N/A <br />3 (WYTOM) <br />- <br />MIA <br />%/A <br />N/A <br />4 <br />N/A <br />61 <br />N/A <br />11- <br />MIA <br />N/A <br />MIA <br />I, (TOP) <br />1. <br />4' <br />II/A <br />N/A <br />111- <br />S. <br />Ir <br />1. <br />1. <br />1. <br />K/A <br />N/A <br />4 & 7 (SWOTTOM) <br />WA <br />K/A <br />12 Ilr <br />1 1/4' <br />12 1/2' <br />1 1/4- <br />6 1/4- <br />1/4- <br />a 1/4. <br />5 1/4, <br />N/A <br />W/A <br />5 (TOPAKm OM) <br />+50A �UJ <br />M/A <br />M/A <br />12 112. <br />6 1/4* <br />12 1/2* <br />4 1/4' <br />! <br />1/4* <br />Is 1/4- <br />-6 <br />N/A <br />M/A <br />6 crop/wrlom) <br />-&- TO I I --r <br />*55.0. Z12.0 <br />N/A <br />M/A <br />6 1/4- <br />MIA <br />5 1/4- <br />N/A <br />1 <br />70 <br />6 1/4- <br />6 1/4' <br />1/4- <br />M/A <br />M/A <br />a (Top/somw) <br />-a- TO 11-2- <br />N/A <br />N/A <br />N/A <br />- <br />N/A <br />N/A <br />M/A <br />M/A <br />N/A <br />- <br />0 1/4 <br />a 1/4- <br />8 1/4- <br />1 6 1/4' <br />4. 0. to (TOP) <br />+43-IL -4& 0 <br />S' <br />N/A <br />N/A <br />4/A <br />9 <br />12'-4' OR LMS <br />OR LESS <br />1. <br />4' <br />N/A <br />M/A <br />N/A <br />N/A <br />N/A <br />N/A <br />1. <br />1. <br />0 1/4- <br />1, V.. <br />a (Wffom) <br />1 <br />N/A <br />N/A <br />M/A <br />%/A <br />M/A <br />N/A <br />N/A <br />8 1/4' <br />1 6 1/4' 1 <br />6 1/4- <br />6 1/4' <br />To (Wrom) <br />SUM 10. 11 AM it MR ANCHOW ??PE & VACM FIN WVUAMM NO OW FIVISE WAAM <br />%*MO ANCHOR 11140000111 42 WOO" VIVE IIIIIIAM01 AN anwo ON TWIS womuLt I" EA 'm <br />wAlftwo LVACM SHM ON 111041111"LZ By <br />THE MLLMM FACTM PDR IM OPERATION To IS POOM, REM= WAVIKE OWAM LAW I'MOR <br />VOILL AM AT LEN THAN ~M SPINTING SOCATO FOR EMIN ANOW IVP[ At MOMENT$ LEMa <br />4� INK <br />I <br />f <br />viam <br />O&JO-M <br />211, 1 <br />3 <br />"Eme <br />I <br />3 <br />1/* <br />1 3 its <br />4 <br />3'tr <br />Im <br />'AD 'ee <br />INSTALLATION DETAILS FOR REGULAR PANELS(l) A B <br />INTO EXISTING WOOD STRUCTURES <br />014-10 ANIMATE PLUS <br />EXIST" "m MIA= <br />$Ile u <br />% <br />WOOD HEADER Z' wow <br />V. RED" <br />ON <br />MR <br />PAND LENGTH <br />(w HIM 1) <br />I <br />or 10 <br />We TAX <br />M.. PAWL <br />wx <br />OF V <br />I i H I WNW" <br />I/r 0�_ <br />0 <br />5 Ile <br />_x <br />':� : 'i -1/4-8 LAG SOM 0 <br />_V D.C. SIAOSIVIDD W1 <br />No my" or PLAIT <br />pwcT <br />Iflim <br />DUMT MOUNT OWAUATION <br />91F <br />14 <br />mm <br />1, INVALLATJOW FOR ALTERMTWU 6W. TO* ONLY VAUD FOR <br />BUILDINGS W"M AS.D DESIGN LOADS UP TO +43.11L -4LO p.a.f. AND <br />PANEVS LEMM UP TO 12*-4' <br />2. FOR NEW WOOD FRAIAL CONSTRUCTION: WOOD MDAKRS TO &E SOUTKEIRN <br />PINE No. 2. W/ VECIM DENSITY Of 0.55 OR EQUAL <br />41 <br />I MQw Vm COMENAZM OF <br />CAN K <br />cOm8IN UFT ANY - - -- ---- <br />INSTALL SECTIONS <br />TOP a BOTTOM mOUwnMCS <br />(H <br />EMST04 om W-#M <br />Iff ocwou ON <br />MAL WVAOM <br />10 <br />- <br />ej <br />It- PA*t tvivii <br />- ------ <br />OF <br />MAX <br />AT W DI' <br />I <br />AT <br />MOOM OF KATE <br />ISALE 3AW <br />INSTALLATION <br />11� <br />DETAILS <br />rOR OPTION & I FOR UFE SAFETY STORM PANEL SYSTEM <br />INTO EXIS]ING W_0QD STRUCTURES <br />J <br />2 <br />: � 7 <br />- .- .- <br />Ell <br />% <br />I <br />�'o <br />19 <br />ALTERNATIVE <br />1 ALTERNATIVE .2 <br />It EXTE <br />Q. I o. <br />_-01 <br />ED <br />-C <br />I <br />OR <br />to <br />"M PLATE <br />cet <br />ALTERNATIVE <br />ALTERNATIVE 4 <br />W... ticson�� W/ 1 112' <br />To w <br />ALTERNATIVE <br />WDOD FRAME CONDITIONS ANCHOR LOCATION <br />j/ 0 IIV� 110" 11 0 <br />04 W/ f Ilr DO, <br />4jila to <br />$&A& 3/0' - V <br />PLAIT <br />WK $114117" mom "cr so" rom WAIT, <br />WALL MOUNTING INVALLATIO <br />ALTERNATIVE 1 <br />vats Aw I* <br />1. ZtAi," AKZV'=%jLMD VITIMIN LEADS UP TO <br />20 4 rtowN X4.0. <br />Ad <br />x MR NEW Reco Mjoclg� <br />or <br />PINE Ift'. L W/ OM 00 EGUAL <br />(D <br />a) <br />c- <br />CIO <br />-cu <br />> <br />2 <br />-0=3 <br />a <br />0 <br />0 <br />cu <br />-0 <br />cf) <br />0 <br />5- <br />a <br />0 <br />0 <br />U- <br />0 <br />co <br />> <br />(D <br />cn <br />E <br />0 <br />cu <br />2 <br />cu <br />I,- <br />.6--A <br />< <br />Go <br />C"o <br />:m. LAJ <br />CD <br />ca <br />C14 <br />LL- 0- <br />C-4 <br />cp --CC <br />w cu <br />cj� W <br />V, <br />= E <br />C2 <br />C) <br />=3 <br />LLJ <br />=3 <br />z <br />cu <br />> <br />0 <br />CL <br />CL <br />< <br />-0 <br />cn <br />cu <br />m <br />SHEET NO. <br />SH 1 1. 1 <br />