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FIG. :~ <br /> <br /> t--~ WALL GIRT WIDTH.. <br /> ~'uo, ./-OR ~ SM~LI,. Sf~XE~ <br /> <br /> I5 BUILDING LIN~th~r~ <br /> <br />LOCATION OF POSTS'AND'~fRI~G'LIN~S <br /> <br />TEHRORARY BRACE <br />TO BABE OF ADdAGENT <br />PDL~ ......... -~. <br /> <br />TEHPOBAR¥ <br /> <br />~ X 4 STAKE--' <br />INGIDB BUILOING <br />L~NEB <br /> <br />CONCRETE <br />FO0 <br />PAD <br /> <br /> JION OF <br />GIRDERS <br /> <br />iCARPEN'tER'S LiEVEL <br /> PLUMB OUTS]DE <br />OF POST <br /> <br />GRADE BARK <br /> <br />TAMPED SAND <br /> BONCRET6 <br />~/@ OF BOLE <br />DEPTH <br /> <br />OPTIONAL - SEE <br />BLDG, CODE <br /> <br />FIG. 4 <br /> <br /> ~--~ X 6 I,,A3ERAL TRUSS <br /> BRACE (RAT TRACK1 <br /> BETWEEN TRUSSES <br /> <br />FIG. 5 <br /> <br />FIG. <br /> <br />2 ALIGNMENT AND TEHPORARY BRACING <br /> <br /> ~/8" BDL T.~ <br /> <br />(SEE NAIL SCHEDULE <br /> POST <br /> <br />~-RAKE BEAH <br /> 4 LEDG_R <br /> POST <br /> <br /> FIG. 6 <br />TYPICAL GABLE <br />CROSS SECTION <br />OF RAKE BEAH <br /> DAVID L.'fRAPP 8 ASSOCIA'fES <br /> ENGINEERS 6 SURVEYORS <br /> PLANNING P,O, I~O~ 58~ <br /> DF, SI 6N NOOOBURN, OR, <br /> SURVEYING PH,~8~-3~8~ OWg: L <br /> <br />FIG. 3 IRUSSES ARE BOLTED 1'0 POST SHEET ~0 <br /> <br /> <br />