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<br />II( POST L~NGTHS AND SPACING FOR WALLS ~I!~-'. . L.lV'lIca I J t.,): L.1'1t'I1<( I <br /> (CDHPRCSsi YDALLD'/' 6063 T6 <br />SUPPOR T I NG SOLI D ROOFS (J 21 SPAN+ 11 O(H) J/( L.U.~DS) (FeCT>' .. <br /> (84'1 ) /I' 110;:) ~~7;(J '6J,j'( J ~/~' <br /> NOHI HAL SCReeNeD VALLS SOLI D VALLS SCCTION (961) <br />POST $~T x ,:'x~.H <br />SI ze VALL '0 2424 '856 J 466 /J 88 825 606 464 <br /> HCI GHT POS T SPACI NG POST SPACING <br /> ~~T X ~XV;l <br /> 7' " -" t' -J 0' 0 4280 3277 2589 2097 J 456 J070 8J 9 <br />f' xl' xO, 040' " 4' -0' II' - 0' ~'x x ,.o..:w' <br />f'x3'x. O~' OR 7' ".-0' 4'-0' PAr D cxr. 3040 12329 J839 1490 J 034 760 582 <br />f' X f' VI (/) C " 6'-0' 3'-0' ~;1 o X~xVfJ' 34" 2642 2089 J 69J /J 74 863 66J <br />" " -0' 1'-4' <br />IIf'U IIf'X. 060' } 0' 4'-0' 2'-0' ~: x XfJ,_fJ6fJ 6527 4997 3948 3J 9B 222J J632 J 249 <br /> SCALLOPCD <br />f'x3'x, 070' OR 7' " -7' ;I' X;J' XO. 0 ';;J' <br />f' 1 f' VI W C " 4' -t' TUI 9708 70433 5873 47 7 3303 24e7 J 858 <br />9' 3'-3' <br />IIf'a 111'1, OOQ' 10' ~' -" I J 2836 'l1le8 7765 of369 3209 2of57 <br /> 7' } 0' 6'-2' <br /> " 9' of' -7' i <br />r xJ' xO. OOQ' 9' " 3' -7' 10' DIA. <br /> 10' 7' 3' -}' ~PDSr <br /> 7' " -3' , <br /> " 7'-0' ~v jCX/ST, (;I?AN <br />r xJ' xC. 093' 9' 5'-5' <br /> 10' of' -,' <br /> 7' )~' -0' <br /> 8' " -0' .'4 <br />I'xJ'xC./~' 9' 7'-0' <br /> 10' 6'-0' C~AcrCD <br /> e500 PSI CONe. '4 rLL <br />· 2 DI HeNSI ONAL LOADI Nt; - COHII NCD AXIAL (ROOF) & <br />BeHDING (VIHD) LOADING. FOR eACH ADDI TIONAL FOOT <br />OF Roar SPAN (OR OyeRHANG) ) J 3' RCDUCC POST .~ <br />SPACI NG 8'1' ex OR FOR CACH FOOT OF ROOF SPAN ~ H<<24 ' <br />(OR oveRHANG) ( J 3', I HeReASe POS r SPACI Nt; I'/' 8X. j <br /> 4 <br /> 3/9' DI A. RC~ <br /> 6' La. THRU <br /> POST <br /> .' : 4 ff ~ 4 <br /> .' - <br /> "ZJ 12' DI A. <br /> . . , . " , . <br />'r I \jI . .. . <br /> . . , POST FOOTING DtTAI L <br />~-.: .. . ~ .,. <br />. 4: . N. T, S, <br /> . . . <br />0- . .. NOTD TH~ ABOV~ IXSI GN IIILL <br /> . CARRY A CONTRl BUTARY <br /> " RCIAR CONT. LOAlJ OF, 50 S. F) <br /> J 8' HI N. } 100 S. F, FOR H=30'1 <br /> ANlJ 1 50 S, F. FOR H=36' <br />THK'ND SLAB tDGt.DtTAIL <br /> N. T. S. <br /> DAYID NORRIS CNGINeeRING <br /> NSICHeD TO '97 STANDARD IVILDING CON <br /> pCR CHAP T. } 606 FOR } J 0 HPH 'II HD Pg, 1 -~ <br /> CX?I RCS AFTCR FCI. J, ' O} <br />