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batter <br />bo~rdm <br /> <br />  lYE' POST OEPTN <br /> --J ~ BALL G~RT B~OTH <br /> GROUND L IH~$~ ONE <br />II , .POST ~gn~ ~a}l <br /> <br /> ENO BENT .e_ SPACING <br /> OUTSIDE TO CENTER CENTER 10 CENTER <br /> <br />FIG. <br /> <br />LOCATION OF POSTS AND STglNG LINES <br /> <br />OF <br /> <br />TEHPORARY BRACE <br />tO BASE OF AD~A[;ENT <br /> <br />8 X 4 STAK <br />~NBIDE BUILD,NC <br />L 'q,lE,~. <br /> <br />CONCRETE <br />PAD <br /> <br />HARK <br /> <br />TAMPED SAN0 <br /> CONCRETE <br />~/S OF NOLE <br />DEPTH <br /> <br />F~G, 4 <br /> <br />BRACE (BAT 7RACK] <br />BE?B~N 'rRUSS~S <br /> <br />FIG. 2., ALIGNMENT AND TEMPORARY <br /> <br />BOLT-"-'" <br /> <br /> (SE~ NA~[L SCHEDUt. E ~H,~ <br />' '*~ POST <br /> <br />BRACING <br /> <br />FIG, 5 ' <br /> <br /> FIG. 6 <br />TYPICAL GABLE <br />CROSS SECTION <br />OF RAKE BEAM <br /> DAVID L,TRAPP ~ ASSOCIATES <br /> ENGINEERS 6 SURVEYORS <br /> PLANNINB P.O. BOX 50~ <br /> DESIGN WOOBBURN. OR. <br /> SURVEYING PH,GBI-31B! DWGt L <br /> <br />f IG, 3 lRUSSES AI}E BOLTED TO POST SHBE. T "10 <br /> <br /> <br />