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00-9662
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00-9662
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Last modified
11/30/2006 6:31:59 AM
Creation date
9/19/2006 6:39:28 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
00-9662
Building Department - Name
H & R INTERSTATE
Address
37645 NEWPORT DR
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<br /> <br />JI( POST LENGTHS AND SPACING FOR WALLS <br />SUPPORTING SOLID ROOFS (12'SPAN+l'O/H) JI( <br /> <br />POST NOMINAL SCREENED WALLS SOLI D WALLS <br />WALL <br />SIZ~ HEI GHT POST SPACI NG POST SPACING <br /> 7' 5'-8' Z' -10' <br />2'x2'xO,040' 8' 4'-. , Z'- 0' <br />2'x3'x, 050' OR 7' 8' -0' 4'-0' <br />2' X2' 11/(1) [ 8' 6' -0' 3' -0' <br />9' 5'-0' Z'-4' <br />1 112' XZ liB' X . 060' 10' 4'-0' Z'-O' <br />Z'x3'x.070' OR 7' 5' -7' <br />8' 4'-Z' <br />2' X 2' 11/ (2) [ 9' 3'-3' <br />1 1/2' X2 1/8' X . 060' 10' Z' -9' <br /> 7' 10' 6'-Z' <br /> 8' 9' 4' -7' <br />3'x3'xO.060' 9' 8' 3' -7' <br /> 10' 7' 3' -1 ' <br /> 7' 9'-3' <br /> 8' 7'-0' <br />3'x3'xO.093' 9' 5' -5' <br /> 10' 4'-8' <br /> 7' 1 Z' -0' <br /> 8' 9' -0' <br />3'x3'xO.125' 9' 7' -0' <br /> 10' 6'-0' <br /> <br />Z500 PSI CONC, <br /> <br />. 2 DIM~NSIONAL LOADING - COMBIN~D AXIAL (ROOF> & <br />B~NDING (WIND) LOADING. FOR [ACH ADDITIONAL FOOT <br />OF ROOF SPAN (OR OV~RHANG) > 13' R[DUC~ POST <br />SPACI NG BY 8Y. OR FOR [ACH FDOT OF ROOF SPAN <br />(OR OV~RHANG) < 13', INCREASE POST SPACING BY 8Y.. <br /> <br />.~,'."'; <br />.w:.. <br /> <br />3/8' DI A. REBAR <br />'. 6' LG. THRU <br />~. POST <br /> <br /> ~. .J U <br /> 4 " ~ <br /> <1 . <br /> <I ~ <br /> 4-, <br />J } #5 REBAR CaNT. <br />8' MIN. <br /> <br /> <br />THK1ND SLAB ~DG~ D~TAIL <br />N. T. S. <br /> <br />2424 1856 1466 1188 825 606 464 <br />4Z80 3277 2589 2097 1456 1070 819 <br />3040 2328 1839 1490 1034 760 582 <br />3451 2642 2088 1691 1174 863 661 <br />6527 4997 3948 3198 2221 1632 1249 <br />9708 7433 5873 4757 3303 2427 1858 <br />1 2836 9828 7765 6290 4368 3209 2457 <br /> DI A. <br /> GRADE <br /> <br /> <br />C 'HPACTEJ <br />F. LL <br /> <br />12' Dl A. <br /> <br />POST FOOTING D~TAIL <br />N. T. S. <br />NOTD TH~ ABOV~ D~SI GN WI LL <br />CARRY A CONTRI BUTARY <br />LOAD OF: 50 S. F; <br />100 S. F. FOR H=30', <br />AND 1 50 S. F. FOR H=36' <br /> <br />DAVI D NORRI S ENGINEERING <br />DESIGNED TO '97 STANDARD BUILDING CODE <br />PER CHAPT. 1606 FOR 11 0 MPH WIND <br /> <br />I-Ii <br />Pg. 1 <br /> <br />EXPI RE:S AFTE:R FEB. 1, , 01 <br />
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