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01-0227
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01-0227
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Last modified
3/6/2009 2:42:56 PM
Creation date
10/3/2006 10:27:27 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
01-0227
Building Department - Name
FORSYTH,CLAIRE
Address
ZEPHYR RIDGE
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<br />)[ POST LENGTHS AND SPACING FOR WALLS <br />SUPPORTING SOLID ROOFS (12' SPAN+1' O/H) 1f <br /> <br /> <br /> 14' / ' <br /> 168' ) 192' ) <br />2424 1856 1-466 1188 825 606 464 <br />4280 3277 2589 2097 1456 1070 819 <br />3040 2328 1839 1490 1034 760 582 <br />3451 2642 2088 1691 11 74 863 661 <br />6527 4997 3948 3198 2221 1632 1249 <br />9708 74]3 5873 4757 3303 2427 1858 <br />12836 9828 7765 6290 4368 3209 2457 <br /> 10' DIA. <br /> GRADE: <br /> <br />POST NOMINAL SCREENED WALLS SOLI D WALLS <br /> WALL <br />SIZE: HE:1GHT POST SPACING POST SPACING <br /> 7' 5'-8' e' - J 0' <br />c' xc' xQ OW' 8' 4'-Q' 2' - 0' <br />2' x 3' x, 050' OR 7' 8'-0' 4' -a' <br />C" X C" VI (J) [ 8' 6' -0' ]'-0' <br />9' 5' -0' 2'-4' <br />1 1/i!' X2 118' X , 060' 10' 4'-0' 2'-0' <br /> 7' 5' -7' <br />2' x]' x, 070' aR 8' 4'-2' <br />i!' X i!' VI (.?)[ 9' 3' -]' <br />1 1/i!' X.? 1/8' X, 060' 10' e' -9' <br /> 7' 10' 6'-2' <br /> 8' 9' 4' -7' <br />]' x]' xa 060' 9' 8' 3' -7' <br /> 10' 7' 3'-1' <br /> 7' 9' -]' <br /> 8' 7' -o~ . <br />3' xJ' xQ ()93' 9' 5' -5' <br /> 10' 4'-8' <br /> 7' 12' -a' <br /> 8' 9'-0' <br />J'x]'xa 1~' 9' 7' -0' <br /> 10' 6' -a' <br /> <br />2500 PSI CONC, <br /> <br /> <br />C 'HPACTE:IJ <br />F LL <br /> <br />· 2 DIHE:NSI0NAL LOADING - COHBINE:D AXIAL (ROan &. <br />BeNDING (WIND) LOADING, FOR EACH ADDITIONAL rOOT <br />OF ROOF SPAN (OR OVERHANG) > 13' REDUCE POST <br />SPACING BY 8X OR FOR EACH FOOT OF ROOF SPAN <br />(OR OVERHANG) < 13', INCREASE POST SPACING BY BY., <br /> <br />H=24' <br /> <br />3/8' DIA. RE:BAR <br />6' LG, THRU <br />POST <br /> <br />. .,. . .. <br />.' 4-, <br /> ~. <br /> .. <br />., 1f5 REBAR CONT. <br />J 8' HlN, ~ <br />THK/ Nfl SLAB EDGE DETAIL <br /> N, T. s. <br /> <br /> <br /> <br />IE' DIA. <br /> <br />PDST FOOTING DETAIL <br />N. T, S, <br />NDTD THe ABDVe DESIGN WILL <br />CARRY A CONTRIBUTARY <br />LOAD OF: 50 S. F; <br />100 S, F. FOR H=30',J <br />AND 150 S, ~ FOR H=36' <br /> <br />IJAVID NORRIS ENGiNEERING <br />DCSIGNCD TO '97 STANDARD BUILDING CDIJE <br />PER CHAPT. 1606 FOR lIO HPH WIND <br /> <br />Pg. l-E <br /> <br />EXPIRES AF7[R 2-01-03 <br />
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