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W <br /> V <br /> E5 <br /> 8E W <br /> o o co <br /> h Z <br /> r c <br /> aco Q <br /> � <br /> Q. <br /> a <br /> • W <br /> D <br /> Z <br /> m <br /> z <br /> 0 <br /> CO <br /> W <br /> 7/16"OSB ROOF ROOFING MATERIAL TO BE in <br /> SHEATHING.8D AT 6" COMPOSITION OVER 30LB FELT Q W <br /> A OC AT EDGES AND A A <br /> 12"OC AT FIELD 4:12 PITCH IX O <br /> W <br /> in <br /> 7Cr W <br /> MANUFACTURED TRUSSES AT 24" OC <br /> '� W <br /> QH1 ROOF TO TOP PLATE SHEATHED Le` <br /> Zn CV <br /> 1 CONNECTION AT EACH TRUSS EXTERIOR WALL <br /> Q/� <br /> V <br /> 2X6 WALL FRAMING AT 16"OC CAST-IN-PLACE ANCHOR BOLT TO BE 5/8"X 10"WITH w <br /> W <br /> ai 3 X 3 X 1/4 PLATE WASHERS AT 48"OC.NO LESS = <br /> THAN 4 1/2"AND NO MORE THAN 12"FROM EACH Ui () <br /> END.7"MIN EMBEDMENT. -I < <br /> E 24' W W <br /> 4 INCH CONCRETE SLAB FLOOR 2x TREATED PLATE co o <br /> LU CD <br /> V , ' 7 J <br /> \V _ <br /> t cap - 7.. -,44`/,1 O x <br /> / ALL FOOTINGS TO BE MIN 15"WIDE CONCRETE Ce NI- <br /> PLACED ON BEARING SOILH N <br /> R403.1.3.3 Slabs-on-ground with turned-down footings. FOOTING MIN 12"BELOW GRADE /®/ H <br /> In Seismic Design Categories DO, D1 and D2,slabs MINIMUM COMPRESSIVE W () <br /> on ground cast monolithically with turned-down footings STRENGTH OF CONCRETE SHALL G <br /> 111 <br /> shall have a minimum of one No.4 bar at the top BE NOT LESS THAN 3000 PSI —I O <br /> and the bottom of the footing or one No.5 bar or two /", A/ •6" .5%)E/o00�s/Ala. 01900 5 0 <br /> No.4 bars in the middle third of the footing depth. t_.° m 0- <br /> C00-<772007704/ <br /> C Al. 7721/C704/ sj6 ,01.. . 772ci6c.-7 <br /> SECTION A kW/two/ 6,i "Move, 7' DATE: <br /> SCALE: 1/4 IN = 1 FT <br /> ,r/A.151 Girl Dg 7/28/2018 <br /> EHD JOB: <br /> 2186 <br /> SH ET: <br /> CITY OF EVERETT <br /> REVIEWED FOR PERMIT <br />