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01-0271
Zephyrhills
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2001
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01-0271
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Last modified
3/6/2009 2:42:48 PM
Creation date
10/3/2006 10:55:23 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
01-0271
Building Department - Name
USER,RICKEY
Address
18TH ST
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<br />)1 POST LENGTHS ANIJ SPACING FOR WALLS <br />SUPPORTING SOLID ROOFS (12' SPAN+1' a/H) )1 <br /> <br /> <br />POST NO/.f! NAL SCREENED WALLS SaUD It'ALLS <br />It'ALL <br />SIZE HEIGHT POST SPACING POST SPACING <br /> 7' 5' -8' 2' -] 0' <br />2' xc' xa 04(}' 8' 4'-0' 2'- 0' <br />2' x3' >to 050' OR 7' 8'-0' 4'-0' <br />fI X fI III (J) [ 8' 6'-0' 3' -a' <br />9' " -0' 2'-4' <br />IIIi!' X2 1/8' X . 060' 10' 4' -0' 2'-0' <br /> 7' " -7' <br />2' x3' x. 070' OR B' 4'-2' <br />i!' X i!' III (2) [ 9' 3' -3' <br />IIIi!' X2 1/8' X . 060' la' 2' -9' <br /> 7' la' 6'-2' <br /> 8' 9' 4' -7' <br />3' x]' >ta 060' 9' 8' 3' -7' <br /> la' 7' 3' -1' <br /> 7' 9' -3' <br /> 8' 7' -0" rJ <br />3' x3' xQ 093' 9' 5'-5' <br /> la' 4'-8' <br /> 7' 12'-0' <br /> 8' 9'-0' <br />]' x3' xa 125' 9' 7' -0' <br /> 10' 6'-0' <br /> <br />2500 PSI CaNe. <br /> <br /> <br />2424 1856 1466 1188 825 606 464 <br />4280 3277 2589 2097 1456 1070 819 <br />3040 2328 1839 1490 1034 760 582 <br />34~1 2642 2088 169/ 1174 863 661 <br />6527 4997 3948 3198 2221 1632 1249 <br />9708 7433 5873 4757 3303 2427 1858 <br />12836 9828 7765 6290 4368 3209 2457 <br /> 1 0' D I A. <br /> GRADE <br /> <br />· 2 DIMENSIONAL LOADING - COMBINED AXIAL (ROan .. <br />BENDING (1/11'10> LOADING. FOR EACH ADDITIONAL raOT <br />OF ROOF SPAN (OR OVCRHANG> > 13' RCDUCE POST <br />SPACING BY 8X DR FOR EACH FOOT OF ROOF SPAN <br />(DR OVCRHANG> < 13', INCREASE POST SPACING BY 8X. <br /> <br />C HPACTED <br />F LL <br /> <br />H..e,,' <br /> <br />3/8' DIA. RCBAR <br />6' LG. THRU <br />POST <br /> <br /> <br />4. . <br />.' .'. <br /> <br /> <br />IE' DIA. <br /> <br />J <br /> <br />8' MIN. <br /> <br />~ <br /> <br />liS REBAR CaNT. <br /> <br />PDST FOOTING D~TAIL <br />N. T. S. <br />NOTE: TH~ ABOVE DESIGN WILL <br />CARRY A CONTRIBUTARY <br />LOAD OF: 50 S. F; <br />100 S. F. FOR H=30", <br />AND 150 S. F. tOR H=36 , <br /> <br />THK'ND SLAB EDGE DETAIL <br />N. T. S. <br /> <br />DAVID NORRIS ENGINEERING <br />DESIGNED TO '97 STANDARD BUILDING CODE <br />PfR CHAPT, 1606 FOR 1 IO HPH It'I I'll) <br /> <br />Pg. l-E <br /> <br />EXPIRes 4nCR 2-01-03 <br />
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