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END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, <br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE <br />SAFETY & E-Z HANG STORM PANEL Cii SYSTEMS <br />1 <br />1 1 <br />jo OR <br />W6ESy 1 '®� �an r . r . mr 3106 14-14 <br />TW eo0-n ALLDt�I OW. ALUIL <br />JvmK1 VON <br />1 1AFOM4.1r�0.C, , 3/{ <br />2 / <br />� POUFAD '/waloi i tY4•a <br />Km on r"4 e00° CONCO a SLm 1 <br />1`__4 <br />a� fRMt CAIINIFv <br />i a/t 431► <br />a,��, o4,3r � 1• s 1 <br />i o.c VARIES r . AW W Io aE LED Loco» <br />'O , r.A66' <br />i•., WIN . <br />r VAL 60< L CL7 Lps ALLrRL ANME <br />i .Oar atoe-N1M "Ho LIa oo14DtIE. - <br />/A�I,Da7S__ <br />r z r z� ,• � -'(--- - '-�1 it1K AIIM. gain "ArtM�aMAM001 3'N• WOOo rrut <br />a31oa3 A'%itwr 2 I/T 1 _ �l . r y, <br />i 1/4 - <br />Corr. ALLM. NNm Iln, <br />-..-- ---. -- Now Maa OAP <br />1/4• . aoLT . a• . A7r <br />SIDE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) <br />SCALE 1/4'.1• SCALE 1/4•-l- SCALE 1/4•-t• SCALE 1/4--1- <br />. I* up PWa19w c <br />1 �] apryNp /iD61lE <br />I sz FOltta 3 19 OR M� l0►, ao11W p1 I H16NW E Pr (YL <br />1 I a 214 ,10oD am O oK,NGNG IDto4aE ON a11La13 e• <br />(MIL PANEL COMM. O0 w�wH 00" BEYOND -1 4! FWW MW= A6 APFC&N ,0 a 1 )) <br />rw <br />aCNg IIWIAMD Tee �o I fW'1 ,ratAl� ' 3/4 Ice.. <br />1 <br />1 <br />I �`�'©ORV 1 1 M »Ram mm w <br />to <br />fQ <br />1 MALL (WHIR ow" <br />DO PA14 U <br />I . SA oMAwoe t7q -- ; <br />..--- ---- CASE G (PLAN) <br />ra 14a1 <br />,111"I <br />....... A SCALE 1/4•.+- <br />•`�(EN <br />.t ' <br />NA e r OL �•:' '•! VALID POR OMECT MOLNf INSTALLATION ONLY <br />sf <br />CERIVED PANEL NSULLA7pM AT WAILS III <br />No. 44161 SWAM LEVEL VARIATIONS WITHIN 7/4- <br />*' FLORM LIUIIDING CODE Nat VMwftNMMawno Zone <br />CASE E (PLAN) CASE F (PLAN) AT" Ma 24 WARE wuVA162E0 STEEL STORM PANEL F.P. <br />�.t`'•. DAtN ar. <br />SCALE 1/4•.1' SCALE 1/4•.1' �CORIDi`,: • <br />TLTE O PIIOTECm PROmim uc•MAIN <br />1 <br />III NI 8.11. In sm <br />l•7.4�'e[7 I,-i.. s�ww mf N11w4 (M1176 s �'taN}6I+73, 20-175 <br />MINING ft <br />PL !AL/liw7A9/aat 14AL1OIaA" f1Y_ PL •` 111I 0 Ora <br />MAXIMUM A.S.O. DESIGN PKSSURE RATING (ITJLL) AND CORRESPONDING MAXIMUM ANCHOR SPACING <br />SCHEDULE FOR REGULAR STORM PANEL (D INST/LL ATIONS INTO WOOD STRUCTURES <br />(VALID ONLY FOR PANEL(1DWTALLATiONS AS PER ALTERNATIVES I THRU 4w. ON SHEETS 5 a 7) <br />MAX A.S.O. <br />DOW <br />P <br />RATING <br />MaDMUEt AMOK= PAM FOR EA • AS SHOWN ON SNQTa 6 a 7 <br />APPLC# E <br />ANY <br />OF "pl <br />MAIW JM <br />I'ma <br />U 1H <br />(IL) <br />TAPCON <br />LIDO ap1Ew <br />PANE2NATE <br />FEIIAIE 1)gJ16 <br />-Wt <br />WOOD Bl1S4M16 <br />IT <br />1T <br />IT <br />Ir <br />IT <br />IN <br />r R <br />1T <br />IT <br />IT <br />IT <br />or <br />IN OffiW) <br />6 f/r <br />6 I/r <br />6 ,M <br />i7•P) <br />- <br />- <br />6 1/4• <br />12 lIr <br />6 Ile(eOR.•) <br />LEN <br />r <br />W <br />r <br />S' <br />- <br />der,•IO <br />IT <br />Ir <br />1T <br />IT <br />IT <br />(►2ry <br />4 -45 <br />OR <br />LEN <br />IT <br />,T <br />1T <br />1T <br />IT <br />IT <br />IT <br />13• <br />,T <br />a 1/7 <br />■ (,•h <br />>rTo <br />IT <br />IT <br />IT <br />IT <br />S' <br />I11O•aW <br />6 1/r <br />a i/2• <br />6 +/r <br />s 1/2• <br />6 ,M <br />(AO►) <br />6 Ile <br />12 lIr <br />61/4• <br />aMl•) <br />I ln• <br />4' <br />4 in• <br />• 1%1' <br />MIN) <br />1W_r <br />4 1/2' <br />4 llrr <br />I. <br />- <br />(•M7•IO <br />10 t/Y <br />A Iff <br />12• <br />,r <br />4• <br />iIOP) <br />,r <br />1T <br />IT <br />1r <br />• I <br />• SEE TABLE /1 FOR MAX. A 5.D. DOW LOADS a MAX. P94M LENGTHS WI EN SPACER ® Is I <br />USED. OD�W O <br />SPONOING ONLY TO ALTERNATE 2N MEET 8 <br />MAX ASA <br />OEM <br />pRATING 0mumINNt4lMLTE <br />(PaI) <br />MAXIMUM AI CHDRS SPACING IN EA - AS SHDMN ON SNEXIS 6 A 7 <br />APPLID181E <br />W <br />t <br />OF THIN <br />MAMNM <br />t AI <br />Y <br />(FL) <br />IaPCON <br />lA4 SCREWFDW <br />IDPUK <br />Pa1NFI311OE <br />MD00 61!&Mg <br />IT <br />IT <br />1r <br />IT <br />IT <br />w <br />r-4r <br />IT <br />IT <br />IT <br />IT <br />r <br />1w OPINION) <br />e lIr <br />6 t/r <br />6 I/r <br />6 1/2• <br />6 fIr <br />mn <br />- <br />61/4• <br />12 llr <br />6I/4• <br />mm..) <br />r <br />7 llr <br />Ir <br />Ir <br />-' <br />(,•P� <br />I= <br />7lIr <br />r <br />r <br />r <br />- <br />4eDrT•Iq <br />IT <br />1T <br />IT <br />1T <br />IT <br />-4• <br />10 <br />.75. -7a <br />1r <br />1T <br />IT <br />IT <br />it <br />IT <br />IT <br />1T <br />IT <br />tr <br />• <br />>W- <br />TO <br />r-r <br />IT <br />1T <br />IT <br />IT <br />a 1/4' <br />IPA (e0t1W) <br />4 1/2• <br />6 ,/Y <br />6 1/r <br />6 1M <br />a ,/r <br />(09 <br />- <br />- <br />a 1/4' <br />12 1/r <br />b ,p• <br />poli7) <br />4 t/r <br />s• <br />7 t/2' <br />7 ,n' <br />(DP) <br />6` <br />a• <br />3r (eD7ra6 <br />13' <br />IT <br />I IT <br />1 1r <br />s lyr <br />tl•P) <br />IT <br />IT <br />1 1T <br />1 1r <br />Ir <br />• SEE TABLE /1 FOR MAX AS.D. DESIGN LOADS a MIL. PANEL LENGIMS "FEN mm a Is I <br />USED. CDIVWSPONODRG ONLY TO ALTERNATE 21r ON SHEET 6 <br />7l�E.�L <br />A <br />AS D DESIGN LOAD <br />MANIKIN N »PAEL <br />LEM <br />40 PSr OR LESS <br />r-6- <br />> 40 PSF TO 50 PSF <br />Or-2' <br />> 50 PSF TO 60 PSF <br />5'-10' <br />A MAX. PANEL LENGTHS ARE ONLY VALE FOR IISTALIATIONS <br />W/ PANEL MATE WMLE ID OR PANEL MATE PLUS <br />ANCHORS a W/"AN pursim!'a 1/2. O.C. <br />MA_YIMUM A e D_ DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE <br />FOR REGULAR STORY PANEL n INSTALLATIONS INTO CONCRETE k CONCRETE --BLOCK _STRUCTURES <br />(Vi1UD ONLY FOR PANEL(DM)STALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 a 5) <br />MALE 43.0. <br />►11lE <br />(W) <br />MA1da1M ANCHORS ePILa10 MR W EA PER HaED1AE aDOw <br />APP <br />,,-WW <br />umm <br />,) <br />MAX S. <br />PIS <br />�) <br />MA/aC10R9CNPR M-0PSCHEDULE e <br />AIPUCAWOEM <br />Iwoww <br />HF <br />(tL) <br />A4PCM1 <br />SOLD-�' <br />2INIIC-Waal <br />CKIC-111 <br />t <br />TWIG» <br />bRD-81D <br />FEMALE <br />0 <br />PUPSZWC-IYIaM <br />CNX-1N <br />t <br />10 <br />W <br />t0 <br />tb <br />A <br />OF AOI <br />A <br />A <br />A <br />A <br />O Ad <br />+4•�-4• <br />In$ <br />,r <br />,r <br />IT <br />IT <br />IT <br />IT <br />,r <br />,r <br />s <br />r <br />IT <br />IT <br />a.�. <br />OR <br />L••• <br />++ �-+• <br />+mL -6a <br />, r <br />,r <br />, r <br />,r <br />,r <br />s• <br />,r <br />IT <br />,r <br />IT <br />1 r <br />III <br />1 <br />ar <br />� <br />1r <br />IT <br />1T <br />IT <br />IT <br />1T <br />IT <br />,T <br />IT <br />,T <br />1r <br />1T <br />, (sonom) <br />1T <br />1T <br />1T <br />IT <br />1T <br />1T <br />IT <br />IT <br />IT <br />IT <br />1r <br />III <br />+ 010470IR <br />IT <br />,r <br />tr <br />,r <br />,r <br />IT <br />+r <br />IT <br />IT <br />,r <br />,r <br />,r <br />t+oly <br />IT <br />s• <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />/ f <br />:tray <br />IT <br />IT <br />it <br />IT <br />IT <br />1T <br />1T <br />IT <br />,r <br />1T <br />1T <br />1T <br />2 (SORW) <br />IT <br />lr <br />,T <br />IT <br />,T <br />IT <br />it <br />IT <br />,T <br />IT <br />it <br />111 <br />2 (•odor_ <br />1T <br />IT <br />IT <br />IT <br />IT <br />,T <br />IT <br />IT <br />1T <br />1T <br />IT <br />IT <br />(I" <br />IT <br />1T <br />,T <br />IT <br />1T <br />,T <br />1T <br />IT <br />,T <br />1T <br />1r <br />1 In <br />3 0 <br />12 1 <br />2 1/Y <br />a ,/P <br />s I/ <br />2 , <br />it t <br />- <br />- <br />6 1/4' <br />6 1/4• <br />(sOrlor4) <br />- <br />- <br />1 n <br />h <br />/ <br />/ <br />n <br />n <br />- <br />--at <br />/ <br />/ <br />6foT1GM) <br />r <br />r <br />a• <br />r <br />6• <br />r <br />e' <br />r <br />r <br />r <br />r <br />7 1Ir <br />4 MIN) <br />a• <br />6 I/r <br />a' <br />11 <br />r <br />6 In' <br />r <br />7 1 <br />r <br />rr <br />Y <br />4 (TOP) <br />4 <br />e• <br />- <br />r <br />- <br />r <br />- <br />r <br />- <br />a• <br />- <br />e• <br />- <br />01o1Ta0 <br />a• <br />- <br />r <br />- <br />Ir <br />- <br />Y <br />- <br />Y <br />- <br />r <br />- <br />a1DIT0 6 <br />,T <br />,T <br />IT <br />1r <br />,T <br />IT <br />IT <br />IT <br />IT <br />it <br />,T <br />IT <br />clay <br />IT <br />1T <br />or <br />1T <br />IT <br />IT <br />IT <br />IT <br />IT <br />,T <br />IT <br />t t <br />CMF.) <br />IT <br />,T <br />IT <br />IT <br />1T <br />1T <br />1T <br />IT <br />IT <br />,T <br />IT <br />or <br />gxmm <br />IT <br />IT <br />1T <br />1T <br />IT <br />IT <br />1T <br />IT <br />1T <br />13• <br />IT <br />11 1/2 <br />s WTW <br />1T <br />IT <br />IT <br />IT <br />IT <br />or <br />IT <br />IT <br />IT <br />IT <br />1T <br />IT <br />t101y <br />IT <br />1T <br />IT <br />IT <br />,T <br />1T <br />IT <br />IT <br />1T <br />,T <br />1T <br />,t 1 <br />TOP) <br />- <br />- <br />s 1 4. <br />61 4. <br />61 4. <br />6 / 4• <br />- <br />- <br />- <br />- <br />61 4' <br />61/4• <br />a <br />- <br />- <br />61 4. <br />61 r <br />a, 4• <br />61 4• <br />a t 4• <br />e <br />IT <br />r <br />1T <br />10 1/2 <br />Ir <br />r <br />IT <br />7 1/2 <br />a In <br />1T <br />4 + <br />, <br />W-r1T <br />10 <br />or <br />a• <br />IT <br />1T <br />IT <br />4 I <br />Ir <br />e , <br />6 , <br />6 , <br />IT <br />S , <br />, Wm <br />10 <br />r-r <br />,T <br />r <br />IT <br />1T <br />IT <br />a 1/2 <br />IT <br />9 1/2 <br />,0 1/2 <br />7 1/2 <br />,T <br />r <br />i (IMTOM) <br />or <br />7 1/r <br />,r <br />tr <br />IT <br />,r <br />or <br />,r <br />it' <br />a' <br />,T <br />a 1M <br />, (• nmQ <br />it <br />r <br />it <br />to 1 <br />IT <br />r <br />IT <br />7 1/2 <br />S ,n <br />,r <br />4 1/r <br />2 TOP) <br />IT <br />r <br />IT <br />IT <br />IT <br />a ,M <br />IT <br />a t/r <br />1 iM <br />a ,M <br />1T <br />a t/2. <br />2 (TOP) <br />or <br />r <br />IT <br />IT <br />1T <br />a 1n <br />IT <br />0 to <br />a ,lr <br />2 Po7,•V) <br />IT <br />71M <br />Ir <br />IT <br />IT <br />,r <br />IT <br />or <br />it• <br />r <br />Ir <br />0 I/r <br />2 610mio1T <br />r <br />Ir <br />,r <br />1T <br />61n <br />IT <br />0in <br />a 1M <br />3 MIN) <br />7 ,/r <br />IT <br />IT <br />lr <br />,r <br />1T <br />,r <br />it <br />r <br />lr <br />6 I/r <br />3 TOP) <br />12 1 <br />12 1 <br />6 1/4' <br />a 1/4' <br />2 1 <br />• <br />6 ,/4' <br />MUTIOY) <br />2, <br />2 1 <br />6 1/4' <br />6 1/4' <br />2 1 <br />12 1/4 <br />a 1/4' <br />6 1/4. <br />3 01011ai) <br />r <br />r <br />r <br />a 1M <br />r <br />3 1M <br />r <br />4 ,/rr <br />4 IO►) <br />7 ln• <br />r <br />r <br />r <br />r <br />4• <br />r <br />4- <br />4 IM <br />3 ,M <br />6 In' <br />r <br />4 t+>) <br />r <br />6• <br />r <br />ea <br />JI/2 <br />,/r• <br />11ir <br />(aoritNQ <br />r <br />r <br />r <br />- <br />r <br />a tn <br />7 tIr <br />610nm)r <br />7' <br />,r <br />13• <br />lr6/n•it <br />0 , <br />r <br />mn <br />lr <br />a 1M <br />tr <br />Ir <br />Ir <br />it <br />IT <br />Ir <br />It <br />r <br />lr <br />a tM <br />(IOPi,T <br />r <br />IT <br />1` <br />lr <br />• 1M <br />IS• <br />0 , <br />a 1/r <br />(••7IOII) <br />Ira <br />1M <br />Ir <br />Ir <br />Ir <br />it <br />tr <br />it <br />it" <br />r,Y <br />a 1M <br />Malmo,r <br />a' <br />,r <br />,0 , <br />tr <br />T <br />t3' <br />7 ,p• <br />4 ,M <br />(,DP) <br />13' <br />r <br />I3' <br />Ir <br />tr <br />a 1/2• <br />tr <br />• ,M <br />f ,n' <br />6 1/2• <br />tr <br />6 ,/r <br />e614. <br />614'6t4.614' <br />.O/1•e(6oII.'• <br />tl1'at <br />4'a1{` <br />f1$ <br />- <br />st4' <br />0Iµ•a5F. <br />six 00 It TOR AMMM WK IN 6MOM0 FOR MINLATOM Mtfl NO PROIE elwaalK <br />• OMM AWWft MINMIM ANG LIMA 1 CM ONI MINE AM .w1DaM DIN A46 11MU L FOR La <br />Lab THAN 11 0ft as MMU MACE AHOHM MM N /A1MILIING aF1' I SHOW ON <br />$CHO" N TOE FOLLOWING w1OOlIw. I= Ar ONMOI M TO IE POIML IlOUMD M »IONS <br />COMO 411110 100 IIKL Mar M LMS IaW WPM WACNI 011001011 FOR VW ANCHOR I'M <br />IN AM fCNaML <br />Now TTK <br />1/4% <br />1hY <br />1 t 1 <br />1 1/4: <br />1H'4 <br />t/4•. <br />111040104 <br />ttNG•.w <br />arm.+ <br />aNMM NOW arlCag 0►1 <br />3 <br />3 <br />3 <br />3 <br />a +/r <br />I W <br />IIrIIIMMMomom f) <br />3 <br />31/r <br />r <br />3 <br />3 Ix <br />3 <br />11RMMPAN OMN <br />3 <br />31M <br />31/r <br />1 31^ <br />31/r <br />4 <br />AL71MA !D6[ 616eai Om) <br />FAC1108 <br />yr <br />W_ <br />- <br />- <br />- <br />a , <br />son <br />r <br />a3e <br />al <br />- <br />Im <br />- <br />fA7 <br />» SPN:mm ONLY 1PUD IwEN SPACER IS USED. SEE t1 FOR AWL. AS.D. <br />DEBDN LAADB a Mat PMEt. IwEN sr+Acoe B (SED. <br />71R6.i7. <br />A <br />A.S.D. Do" LOAD <br />MA)rlAMPANEL <br />40 PSF OR LESS <br />r-6• <br />> 40 PSF TO 50 PSF <br />r-2• <br />> 50 PSF TO 60 PSF <br />5'-10- <br />A MAX. PANEL LENGTHS ARE WA FOR INSTALLATIONS <br />w/ SOUD SET ANCHORSa W/ "SPACER SPACER AT 12 1/2- D.C. <br />r---- ANCHORS (SEE SM706 IN AL1F3114011M all SHIM 13.14. 16 t1s1•-- <br />3• +IA+I• R-1A/13, R-2A/13. R-3EL/14, R-it1/13, R-2yi3, R-DD/(4, <br />D.M. ZQ. '• R-1Aw/1% R-2Aw/i5. R-30/16. R-tsw/M R-21NM/I4 R-31W/16. <br />O orq) I <br />O O O O O <br />IMP <br />41 <br />1 � <br />abtxAAJe steal PANFL <br />{ i , 4• -20.1S.S. am's wAD. <br />, (USE :OR PMAM LEHM <br />am <br />� I <br />i <br />' <br />I ' <br />� rEaiLAR I F"Am-- <br />I <br />' <br />-�; LIFE REL- <br />I t i S.S. 80US w <br />AT !! <br />i i �_ <br />-;-- <br />.. <br />; <br />; <br />_•- ' <br />I <br />f <br />___F <br />_I___ <br />- - -- --- `- <br />' 1-' <br />I � I <br />--f <br />--- <br />I <br />LOCATION s <br />PANEL em <br />C7 <br />ROW PANEL <br />IA/13. R-3A/14. R-1y/3. R-2R/T3. R-3R/14. <br />-ZAw/15. R-3Aw/16. R-imW/I5. R-2L"e/16. R-3BMt/is. <br />(SEE SMONS a ALMO$UMM ON SHEEM 1a 14.15 616) <br />LIFE SAFETY STORM PANEL 11) ELEVATION (t) <br />W <br />Lahr E 1/4--1 <br />(WN *% -1 ,ORE'/LILY) <br />� A <br />PN4a umm <br />r-s- s +" -40A pat. <br />(w/ DNLOMP me PANEL umm aOU) <br />r-6' M +911A -6ao par. <br />(0/0 mW MD Pw4LL WXM mm <br />UK r-r MK PANEL LDDM <br />3• `1W t 0WA LATIONS ILLY MILD FOR MAD <br />1. 1M1.1 SPEED LP M 170 1Ap h. <br />I <br />1%4• MALE W <br />lA'E 8AfE7'f PANEL * : >♦ N10R1DA <br />BtMt�NIO CODE Non h Melee NMrtIfAM ZOr1 <br />EXMIOR+t�S orqu k . *' 6rw nmm Me <br />Oise. <br />24 RARE OALYANW STEEL SIO RI PAM <br />rip, <br />m <br />� TIDN PCn. LLC. <br />a Oe� <br />SECTION A -A <br />�a <br />SCALE 1/4•-1• '� Ir -,Y.' �iN <br />Loa sa 61 Vo <br />wo44C M4N�1aa~, "a pa4)t6-MIT <br />20-175 <br />PL a1A/MaNaMw/a0E MA'F}i PL <br />6aWwNG Ne <br />. . <br />RwD 1I OI 1a <br />(VAW ONLY FOR PANELQT OISTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 a 5) <br />MAIL ASS. <br />PRESSURE <br />MAlam AMf2DM SPAL7N6 TOR MN CA PER SCNNIat saw <br />MA1MIM <br />MAIL ASA <br />DENO <br />ringAAl010Is <br />(w.) <br />IIAIMW IOip10RS lAC6ia TOR IM EA ►ER aC1®IAE amw <br />MAOMM <br />O!L) <br />TAPOON <br />aoW-aR <br />2A1NC-%" <br />p1N-01 <br />pit <br />n <br />LE�)WWAllowt <br />(N.) <br />Im <br />OIL - <br />10 <br />16 <br />10 <br />oor mmm t <br />-aa <br />+7/W-76 <br />IT <br />„• <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />,r <br />IT <br />IT <br />,r <br />+ <br />s,�• <br />OR <br />�•S <br />+7> -75 <br />+i1¢itu <br />IT <br />r <br />IT <br />o <br />or <br />6 , <br />,r <br />6 1 <br />71 <br />s i <br />,r <br />41 <br />1 CIOM <br />r-r <br />ar <br />Lm <br />IT <br />it, <br />,T <br />IT <br />or <br />1T <br />IT <br />IT <br />or <br />tr <br />IT <br />1r <br />I OMFOO) <br />IT <br />/ ,/r <br />IT <br />IT <br />IT <br />r <br />IT <br />s• <br />or <br />7 I/r <br />IT <br />r 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/>1 (Mr1" <br />1r <br />7 ,/r <br />it <br />IT <br />,r <br />it <br />IT <br />it <br />„• <br />r <br />IT <br />6 1/2' <br />2 (WP1 <br />IT <br />r <br />IT <br />o i <br />,r <br />6 ,/r <br />,T <br />6 1/r <br />7 Ile <br />5 1/r <br />IT <br />4 iM <br />2 (10n <br />IT <br />7 yr <br />IT <br />1T <br />IT <br />O , <br />IT <br />10 1 <br />1 , <br />a• <br />IT <br />r <br />a (aomm) <br />1T <br />r <br />1T <br />1r <br />IT <br />a ,/r <br />IT <br />6 IM <br />, <br />7 ,/r <br />,T <br />6 ,/2. <br />2 (• fmm) <br />IT <br />7 +/r <br />IT <br />IT <br />IT <br />No lIr <br />it <br />0 1/2 <br />11 ]IT <br />r <br />IT <br />r <br />3 (TOP) <br />IT <br />r <br />or <br />1T <br />,T <br />s /M <br />1T <br />6 ,M <br />10 1 <br />7 llr <br />IT <br />r <br />J (FO►9 <br />- <br />- <br />2 I/a <br />12 I1r <br />6 SIC <br />1/4' <br />12 lir <br />a 1/4, <br />- <br />- <br />a 1/4' <br />6 ,/4. <br />3 001+01) <br />12 Ile <br />12 I1r <br />6 1/4' <br />a ,/P <br />12 llr <br />6 1/4• <br />- <br />- <br />6 +/4' <br />• 1/4• <br />3 (••7r•r) <br />7 llr3 <br />+/r <br />r <br />r <br />7 I/r <br />4• <br />r <br />4 +/2' <br />W <br />J 1/r <br />r <br />r <br />4 (TOP) <br />r <br />r <br />r <br />a llr <br />r <br />J ,/r <br />r <br />4• <br />4 +/2- <br />r <br />a IM <br />2 i/r <br />4 (FOP) <br />- <br />S• <br />- <br />r <br />- <br />r <br />- <br />r <br />- <br />r <br />-4 <br />0 01101D <br />r <br />- <br />s I/r <br />- <br />r <br />- <br />r <br />- <br />a I/T <br />- <br />r <br />- <br />4 (110MM) <br />IT <br />7 1/r <br />,r <br />IT <br />1r <br />is IN <br />IT <br />to , 72 <br />i 1 -IIr <br />r <br />IT <br />r <br />bm <br />,T <br />s i/r <br />,T <br />it <br />IT <br />r <br />IT <br />r <br />lr <br />7 1/r <br />,r <br />r <br />am <br />IT <br />7 IM <br />IT <br />1T <br />,3• <br />ic ,/2 <br />IT <br />to , <br />1 11r <br />r <br />I 1.T <br />r <br />5 (Sam* <br />1r <br />r <br />IT <br />1T <br />IT <br />a IN <br />1T <br />a IM <br />o 1 <br />7 UP <br />IT <br />IF <br />mmoN) <br />IT <br />7 1M <br />1r <br />1r <br />1r <br />0 , <br />,r <br />/0 , <br />1 + <br />r <br />1r <br />Y <br />(TOP) <br />tY <br />r <br />IT <br />,T <br />-1/4', <br />a 1/r <br />,T <br />6 I/r <br />7 ,M <br />6 I/r <br />,T <br />4 1M <br />(ran <br />• 1/4' <br />a , .• <br />e 1 {• <br />6 , 4' <br />- <br />- <br />- <br />- <br />s , 4• <br />s.1 4. <br />6 (pR•a <br />- <br />- <br />4 , P <br />6 i 4' <br />6 <br />a 14' <br />- <br />- <br />- <br />- <br />6 , 4' <br />s Ile <br />a P•) <br />to sHD I1 Po6 mmm T,K a VACMO FOIL rtw4NwNs on sm what MABM. <br />e mosam ANGIa s VACON Nl WMY OK ompo t[ AM Gomm ON INS M3wM" wM La <br />I= Awl sawn ar mmu ma No= mm N "X01se11 $or * *am ON <br />OMMU N M PMLOWO I7MOR FOR THIS OMM„ ON 70 IN MO" MMM MMMO <br />ONO= UM WIft M14LL MR K UM 111411 a OVOW MOM FOR GDI ANOW TfK <br />ON lIM auw6Mt <br />�71fi <br />IA-. <br />IN <br />1/4� <br />1/4.0 <br />1/4. <br />1/410 <br />es= <br />aw•s1 <br />4146N-M <br />MIls61 mom sa67g 0.) <br />3 <br />3 <br />a <br />a <br />2 I/r <br />I IA <br />W <br />owum mussumM! aM1 <br />3 <br />a yr <br />Y <br />a <br />a ,AS• <br />3 <br />3 <br />3 yr <br />3 ,/3' <br />3 1n <br />3 'Ir <br />ACID <br />,Ilr- <br />aa+ <br />3. <br />ELM <br />aIe <br />- <br />La <br />- <br />W <br />3 fir <br />I- <br />I.Oa <br />I ,m <br />- <br />,m <br />,m <br />» SPACINGS (ILLY WLIO WI$Ti <br />DESDN LOADS a MADL <br />SPARER a USER SEE t 1 FOR MAX AS.O. <br />PANEL WHEN SPACERIS <br />M 1.+ <br />;i tijl; IJ;Z JT. <br />7101 <br />A <br />AS0. DEN= LOAD <br />mom" NPANEL <br />40 PSF OR LESS <br />6'-e <br />> 40 PSF TO 50 PSF <br />6'-2- <br />* 50 PSF TO 60 PSF <br />5 -ttr <br />A MAX. PALL LENGTHS ARE Y VMID FOR 61STALIXIONS <br />W/ SOLID SET ANCHORS a w/ SPACER AT 12 1/2. O.C. <br />I 'I JIM jJ011IJ Zj 4 I1jjq1jj [41 :j 3113RO];Wfil] k'L41;j 3113o:j k11,01,11I J�Jfjfj !_1 I <br />W <br />t' MAX <br />INNEL LOW» <br />(SEE ELOMION <br />ON Now 12) <br />worm <br />i �N4a4aa 6 a• a e <br />r316g P � OR <br />e I.EL <br />!TEE eNlEfa 1e t 14 FOR ANCHORS <br />ALL 11101111 <br />D6a14 <br />,1K a vAOIN FOR MMYJAMW 0110 <br />sOM fwjx mao6I0a <br />NNW NOW tNWLw1M AID 1NGwa1 <br />MINIMAL gwINGR WPM <br />3 <br />•NNer1M ammol. W <br />-,f,pN,6,l a�W a,M Oa3 <br />3 <br />3 <br />WK OMANK AM 1NOOA1Eo oN AM <br />sDImLAL FOR Ea. Um Tim /gt401D <br />oN 913-M E MUCK ATOM WARM <br />AML{, aDs IasaL� <br />NAM <br />N ruLAPLYM6 MraMO sNaw a <br />6Da0IAE N 111 FOLLOMNG F7o10111. <br />FOR TNM OPo6t1IML to M reed. <br />I oucto WNW CerAWD Ulm <br />MMOa OVAL NOT R I= Awl <br />I , <br />as <br />r <br />6m <br />WOMAN wvOwo ,Nt1CA160 FOIL VAN <br />AIIOWR TWE ON In 6Dw01IE. <br />31 <br />- <br />MTV., ` tlLS. <br />O <br />O <br />s <br />to <br />_ <br />O <br />U <br />N <br />C <br />d <br />cu <br />O <br />-O <br />2 <br />0- <br />CID <br />0 <br />O <br />O <br />O <br />O <br />^' <br />W <br />(n <br />O <br />N <br />O <br />cu <br />> <br />.E <br />2 <br />cu <br />!� <br />Q <br />a <br />z <br />z <br />W <br />J <br />N <br />� <br />N <br />CD <br />N • <br />o <br />o <br />oati <br />is V CV <br />C. 0 <br />� 4D <br />CL D3 <br />a <br />cis <br />3:m <br />a_ <br />3 <br />CID <br />c Io <br />o <br />t/f o. <br />C E <br />NO O <br />d f.3 <br />ILS <br />L i :+ L ► • ; SAFETY a.L .) , L - - a L ► ,. • _ INSTALLATION ► LTO WOOD <br />aa1 •; STRUCTURES _ �1 _ L 'I <br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES <br />L a aAa 6 <br />r17.%�► >ti>t iu-�r���� IIMI �.III t-L�rtilta hll <br />; <br />�81 y►�lll� %►�illll �NI :Mill • <br />°Ill r ► allh 1 �i►�1 1► �llll� <br />. <br />/,�/,/.'. f ,,Jeff; � �L11 ; ►�1��1 � � � - , f � 11 - , 1�` - ; � ��MAX <br />ToGLAIS, It <br />e r .OfPANEL LOWN a, a" A CAN <br />to ItON SIDET 12) <br />LA <br />CONCIlm j F' YF' �\ :III s T ►11 I �_ 4� i.R:, �� F' �;w;� FI <br />\��111 \TINT s • <br />I %/,.; - :N �j i \� ,��a4_��� ���.._�_ '�`��� .•S ���'H-yY � ,� awry <br />rac <br />_. <br />IfffulmF-PERJA <br />WALL •� k I <br />III111 <br />CALK 3111-11 <br />III <br />17 1ARE NOW= ON DU 11CHIDULL MR EA LM THAN <br />., II! <br />I i ?ia7 <br />7'?iw:;V+ <br />rft am we <br />®® ­-mlll - 1/01 <br />0 <br />womm" nowmoo <br />... <br />314 <br />4;•-ONLYVNXFORMAXI <br />�Yii� I , •"• T� • h • } 1 1 1 ]1`] .:] 1 -1-� • f I '.1 1 1SEEM PRESSURE PANELam <br />LENGTIHS AS PER ELEVATION ON SMW IL <br />, <br />�f` 4. - <br />.. _ ,. .. <br />®- ._...__>, .._:.:::�C=1� . a . . . EQUAL <br />� <br />, <br />2. FOR NEW WOOD VAME <br />1 <br />MEMBERS CONSTRUCTION: <br />..] - .a „� , .. t.Wl� �. . ,. atl t.3i_-_iW a)•�aaN . <br />. �.. ... .. _. r t>tNM��Wt1.1�MN ri . •_.. .. _.. N'_�a�aaCN �a� wi W"_. j•�-�...-"-_�i ra��InNoa�� <br />a <br />SHEET N0. <br />SH 1.4 <br />