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<br />POST NOHI HAL SCRfCHCD VALLS SOLID VALLS <br />VALL <br />SIZf HCI GH T POS T SPACI Nfj POST SPAC/Nfj <br /> 7' $' -" I' - J D' <br />f'd'xO.040' " ~' -D' t'- D' <br />e'x)'x. 0:)0' OR 7' "'-D' ~'-D' <br />f' 1 f' t'1 (/) [ " 6'-D' 3' -D' <br />9' $'-D' t'-~' <br />1/f'1~ 1/8'1.060' I D' ~' -D' I' -D' <br /> 7' $' -7' <br />e' x3' x. 070' OR " ~'-t' <br />f' 1 f' 1'/ W C 9' 3' -3' <br />1/f'X! 1/1'1.064' I D' - , <br /> 7' <br /> " <br />f' x3' xO. 064' " <br /> 10' <br /> 7' <br />l' xJ' xC. 093' " <br />" <br /> 10' <br /> 7' <br /> <br /> <br /> <br />e~oo PSI CONe. <br /> <br /> <br />GRADe <br /> <br />1/ POST LCNGTHS AND SPACING FOR WALLS <br />SUPPORTING SOLID ROOFS (J2'SPAN+J'O(H) . <br /> <br /> <br />· e DIHeNSIONAL LOADING - COHRINeD AXIAL (Roar) & <br />8fND/Nfj (VIND) LOADINfj. FOR eACH ADDI TIONAL FOOT <br />or ROOF SPAN <OR OVCRHANG) > J 3' RCDUCC POST <br />SPAC/ NG BY ax OR FOR CACH FOOT OF ROOf' SPAN <br />WR oVeRHANG) < J 3', I NCRCASC POST SPACING RY 8X. <br /> <br />H<-e4 ' <br /> <br />3/8' DI A. RCYoR <br />6' LGo THRU <br />POST <br /> <br /> <br /><,[1 <br /> <br />12' DI A. <br /> <br />. ;, <br /> <br /> <br />} <br /> <br />" RCRAR CONT. <br /> <br />POST FOOT! NG DCTAI L <br />N. T. S. <br />NorD rH~ ABOV~ DeSI GN ),II LL <br />CARRY A CONTRI BUTARY <br />LOAD OFI 50 S. F; <br />100 S. F. FOR H=30', <br />AND 150 S. F. FOR H=36' <br /> <br />J <br /> <br />8' HI N. <br /> <br />THK'ND SLAB CDGC'DCTAIL <br />N. r. S. <br /> <br />DAVID NORRIS CNGINCCRING <br />DeSiGNeD TO '97 STANDARD RUlLDING CODe <br />PCR CfWT. J 606 FOR 110 HPH VI ND <br /> <br />Pg. 1 -~ <br /> <br />CXPIRLS AFTCR FCR. I, 'OJ <br />