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02-1050
Zephyrhills
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2002
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02-1050
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Last modified
3/6/2009 2:56:07 PM
Creation date
11/7/2006 8:54:05 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
02-1050
Building Department - Name
SMITH
Address
37633 NEWPORT DR
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<br />111 paST LENGTHS ANlJ SPACING FaR WALLS <br />SUPPORTING SOLID ROOFS (12' SPAN+l' a/H) lit <br /> <br /> <br />2424 J856 1466 1188 82~ 606 464 <br />4280 3277 2589 2097 J456 J070 819 <br />3040 2328 1839 1490 1034 760 582 <br />34~1 2642 2088 1691 1174 863 661 <br />6527 4997 3948 3198 2221 163- 1249 <br />9708 7433 5873 4757 3303 2427 J858 <br />J 2836 9828 7765 6290 4368 3209 2457 <br /> 10' DJ A. <br /> GRADE <br /> <br />POST NOMINAL SCREENED WALLS SOLI D "'ALL S <br />SIZE WALL <br />H€JGHT POST SPACING POST SPACJNG <br /> 7' 5' -8' 2' -1 A' <br />2' g')(o. 04Q' 8' 4'-0' 2' - 0' <br />2'x3'x.050' OR 7' 8'-0' 4'-0' <br />~X~V/(J)C 8' 6' -0' 3' -0' <br /> 9' 5'-0' 2'-4' <br />J 1/~X2 1/8'X, O6lY 10' 4' -a' 2'-0' <br /> 7' 5' -7' <br />2' x3')(. 070' OR 8' 4'-2' <br />2' X 2' V/ (2) C 9' 3' -3' <br />1 1/2'X2 118'X, 060' JO' 2' -9' <br /> 7' 10' 6'-2' <br /> 8' 9' 4' -7' <br />3')(3')(0. (J(,()' - 9' 8' 3' -7' <br /> 10' 7' 3' -I' <br /> 7' 9' -3' . <br /> 8' 7' -0', <br />3')(3')(0. 093' 9' 5'-5' <br /> 10' 4'-8' <br /> 7' 12'-0' <br />3~)C:r)(a 125' 8' 9'-0' <br /> 9' 7'-0' <br /> 10' 6'-0' <br /> <br />2500 PSI CONe. <br /> <br /> <br />C 'HPACT~J) <br />F LL <br /> <br />. 2 DIMENSJONAL LOADING - COMBINED AXIAL (ROan .. <br />BCNDING (/lIND) LOADING. FOR EACH ADDI TIONAL rOOT <br />Dr ROOF SPAN (OR OVERHANG) > 13' RElJUCE POST <br />SPACING BY 8X DR FOR EACH FOOT OF ROOF SPAN <br />(DR OVERHANG) < 13', INCREASE POST SPACING BY 8Y.. <br /> <br />H-2'" <br /> <br />3/8' DIA. REBAR <br />6' LG. THRU <br />POST <br /> <br />\ <br /> <br />\ <br /> <br /> <br /> . 1'" .. <br /> 4'. . <br /> . <br />J ~ 115 REBAR CaNT, <br />8' HIH, <br /> <br /> <br />12' OlA. <br /> <br />POST FOOTING DLhAIL <br />fI. T. S, <br />NDTD TH~ ABDV~ J)~SIGN WILL <br />CARRY A CONTRIBUTARY <br />L DAD OF: 50 S. F; <br />100 S. F. FOR H=30'. <br />AND 150 S. F. FOR H=36' <br /> <br />\ <br />\ <br /> <br />THK'ND SLAB EDGE DETAIL <br />N, T, s. <br /> <br />DAVID NORRIS CNGINEERING <br />DESIGNeD TO '97 STANDARD BUiLDING CODE <br />PCR CHAPT, 1606 FOR 110 HPH "'IND <br /> <br />Pg, l-E <br /> <br />EXPIRES AFTCR 2-01-03 <br />
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