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~OF 9'·FROM THE ENDS OF EACH SIll <br />II SQUARE FOOT PER 150 SQUARE FEET OF <br />~CORNERS TO PROVIDE CROSS <br />CORROSION RESISTANT 114'·WIRE MESH. <br />ro 4"lHICK SHALL BE NO.2 GRADE <br />\NO BEAMS S"AND TIlICKER SHALL BE <br />SUPPORTING ROOF AND CEILING ONLY, <br />STUDS SUPPORTING FLOORS MORE TIiAN <br />A.RCH. <br />'WAlLS AND MAIN CROSS PARTITIONS <br />,ANGLE OF NOT MORE THAN 60 <br />·At AT EACH CORNER AND EVERY 2S <br />~ARWALLS. <br />A.TE WITH 4S"MINIMUM LONG LAP <br />~OF THE SPUCE. <br />rITH AN APPROVED TRUSS CUP.I.E. <br />)R ALL FIELD CUT RAFTER AT THE <br />lIDPOINT.FIRE STOP ALL HORlZONTALrrn3/+"PLYWOOD OF 112"GYPSUM <br />IMUM . <br />.SOLID BLOCK OR PLYWOOD SHEATH IF <br />LYIF STUD LENGTH IS GREATER THAN 14". <br />!LED WITH Sd NAn..S AT 6"O.C.EDGE <br />-STRUCTURAL II 2+/0 PANEL INDEX- <br />"O.C.EDGE AND 12"O.C.FIELD. <br />T &G NAILED wrrn lOd NAILS,AT 6" <br />UOR GLUE -STRUCTURAL II +8/2+ <br />'lAILS AT 6"O.C.EDGE AND 10"O.C. <br />"RUCTURAL II -THICKNESS AND NAIUNG <br />FRAMEDTOPROVIDEA~UMSllL <br />I:ET OF OPENABLE AREA WITH A.2+" <br />EA SHALL BE NOT LESS THAN 1/150 OF THE <br />EA MAY BE 1/300,PROVIDED AT <br />\IS PROVIDED BY YENTILA.TORS <br />'ENTILA TED AT LEAST 3 FEET ABOVE <br />lEQUlRED VENTILATION PROVIDED BY <br />ERED WITH CORROSION-RESISTANT <br />~NSION. <br />fl UNLESS NOTED OTHERWISE. <br />RWISE NOTED.PLUMBING WALLS SHALL <br />!S OR FIELD ctrr FRAMING PER ras <br />.1..S/BEAMS OR HEADERS. <br />PROJECT DESCRIPTION <br />ACRES: <br />A.P.N.:--- <br />~NJOAQUIN <br />PROJECT TO COMPLY WITH 2007 CBC,CPC,CMC,CFC,CEC & <br />200S ENERGY EFFICIENCY STANDARDS,TITLE 2+,PART 6 C.C.R. <br />OCCUPANCY GROUP:R-3 /U-l <br />\TYPE OF CONSTRUCTION:V-N <br />STORIES:1 <br />.•. <br />BUILDING AREA <br />TOTAL UVING AREA:3,8+2 SQ.FT. <br />GARAGE AND STORAGE: <br />PORCH AND PATIO: <br />1,612 SQ.FT. <br />1,462 SQ.FT. <br />TOTAL BUILDING AREA:6,916 SQ.FT.