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24"0" , , . <br /> . , , . 18'-0" ~,' ,,. -. <br /> <br />RECESS IIOUNDAT]ON ST~A~L ~" TO <br />ALLOW B~ TO EXTEND THrOUgH DOG,AY <br /> <br /> · xe-~.~xWl.+ WELDED <br /> BACK TO ~RONT <br /> <br /> BOLTS AT EACH FRONT WALL PANEL <br /> <br />RECESS ~OUNDAT~ON S'T~MWALL 4" TO <br />ALLOW 8LAB TO EXTEND THROUQH <br /> <br />5" 5" .5" 5" <br /> <br />24~-0. <br /> <br />NON-MEMORY <br />SEALANT TAPE <br /> <br /> FOIJNIDATION PLAN <br />I I I ~ '' l/4'= I'-~" I <br /> <br /> / <br /> <br /> 1o.e ~ ' <br /> <br /> WALL I \ <br /> <br /> / <br />TYPICAL SEALANT <br />P~RMA-CHINK LATEX / <br />CHINK[Ne W/ 1/2"e <br /> CLO~ED CELL BACKER ROD <br /> <br />11/2" = 1'-~' <br /> <br />2x LUMBL'~R AS REQUIRED ~ <br /> 2x4 SPLINE % <br /> \ <br /> <br />WALL LOG/ <br /> <br />LUALL OPENING 'D)ET IL <br />11/2' = 1'-O' <br /> <br />F <br /> <br /> GARAGE <br /> <br />FLUORESCENT FLuoREsCI~NT <br /> LIGHT <br /> i~OR LIGHT <br /> GARAGE DOOR <br /> OPENERS <br /> <br />0° x 8~ <br />GARAGE DOOR <br /> <br /> 9'-0" <br /> <br />SWTTCH AT HOUSE <br /> <br />.L' <br /> <br />24~-0. <br /> <br />GARAGE DOOR <br /> <br />SEE PLAN <br /> REVIEW .I <br /> <br />X <br /> <br />2x6 FASCIA <br /> <br />~ROM CENTER <br /> <br />FLOO F LAN <br />1/4'=I'-0' <br /> <br />1~"ex12" LONG LAG SCREW <br />W/ METAL WASHER - DRILL <br />LOG FOR SCREW PENETRATION - <br />SCREW LAGS INTO (2} WALL <br />LOGS BELOW - ~2"o.¢ AND <br />WITHIN 12" OF DISCONTINUITY <br />OF LOGS <br /> <br />BEAR;NS POCKET CUT <br />OUT OF THIS WALL LOG <br /> <br /> c~g~'70N SHINGLES <br />I/2" APA RATED SHEATHING <br /> TRUSSED RAFTER <br /> <br />NAIL PL~f~fOOD SHEA'I'H~NG TO <br />BLOCKING W/ 8d COMMON NAILS <br />· S~.~. ALONG RAVE BLOCKING <br />AND RAKE GABLE END TRUSS - <br />NAIL W/ Sd COMMON NAILS <br />· 6" o.~, ALONG ALL TRUSSED <br /> <br />FR4,t"IING eLaN <br /> <br />LOG WALL I~ROM 1SUe LOGS <br /> <br />VERTICAL FLANGE INTO <br />BOTTOM OF SILL LOG <br /> <br /> REVIEW <br /> <br />-CUT-OUT !N LO~ BEYOND <br /> <br />NUT AND METAL WASHER W/ <br />ALL-THREAD ROD THROUGH <br />BOTTOM (3) COURSES OF LOGS <br />· 32"o.~. AND WITHIN 12" OF <br />DISCONTINUITY OF LOGS - <br />DRILL LOGS ~OR FREE <br />PASSAGE OM ROD <br /> <br />THREADED ROD COUPLER - JOINS <br />ALL-THREAD ROD AND ANCHOR BOLTS <br /> <br />1/2"e x I0a AB · S2"o.e. AND <br /> 12" OF DISCONTINUITY <br />OF LOGS ALONG ALL WALLS <br /> <br />~0~ ASPHALTIC BUILDING FELT <br />OR 26 GA. G.I SHEET COVERING <br />TOP OF CONCRETE STEMWALL <br /> <br /> CONCRETE SI.~B W/ <br />~S-W1,4xW1.4 WWF <br /> <br />VAP~>R BARRIER <br /> <br /> LOG SID!NG SLAB TR;MM! <br />TO F~'F AT ROOF SHEATHING <br />& CUT AROUND RAP"TLR TAILS <br /> <br />ROOP <br /> FLASHING <br /> <br />CONTINUOUS 2xS <br />BLOCKING <br /> <br />~{2) ~!MPSON H4 RAI"TER <br /> TIES · EACH END OF RApr'r~R <br /> <br /> 2x4 PLATE - SECURE TO LO~ <br />W/ 1/2"e x 8" L.AG SCREW · <br />48"0.0. <br /> <br />LOG WALL <br /> <br />2~'-~ RAI~FER SPAN <br /> <br />24~-0" TO OUTSIDE OW ffOUNDAI'JON <br /> <br />AT OPPOSITE WALL <br /> <br />ORANUt. AR '~TLL OVER <br /> FOOTING DRAIN <br /> <br />-C <br /> <br />PERI=ORA'r~D POO'/~NG DRA~N ~ <br /> W/ GEOTI"XT]LE ~ABRIC <br /> WRAPPED OVER TOP <br /> <br /> e3 DOWELS · 24%,0. - ALT~RNAT~ <br />~0 DIRECTION SI= HORIZONTAL. LEG <br />0~ ~N I=OOTING <br /> <br /> CONT e4 <br /> <br />REVIEW M,i~. <br /> <br /> \ <br /> <br />S" COMlaACTED / <br />GRAVEL FILL <br /> <br />, FO,UN ATION I ETAIL <br /> 11,'2 · <br /> <br />MARION COUNTY <br />BUILDING INSPECTION <br /> <br />(503) 399-1330 <br /> <br />REVISIONS <br /> <br />,.% <br /> <br /> lOB No <br /> 97--770 <br />)A~: <br /> 14. JULY 1997 <br />SCALE: <br /> AS SHOWN (48) <br />CAD FILE. NAME; <br /> 770REV21 <br /> <br />REV21 <br /> <br />I OF 2 <br /> <br /> <br />