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Plans (5) _ J�V'��oct�-7 , 75- Sw �✓cc✓/ny z 1°1MI 0li JR' 3-e l/4' �- Y j 0. Cl a If 4 Parallam column on 2x6 stud wall - :i 1 ' T simpson P1102- $053 O 4,9'o.c. d n I �- - -,� 2'polystyrene insulatlor(R-16) ! - } a L 4"thick concrete slob = _! o C wlth #3 rebore O re oc each way I 1.... ..'".7 Z II I 4) u7 < )1. - -m, ,- ,,\ 16y ti .01 IJ1 r - -'7r - -�- e! S•compacted structural backfill 4 /3 bora kis gra _ u I I 30-1 1 4• both ways ' h I / um Simeon 140.-e 4 II e: I aseit/ond ss.'anehew '� T.:. I 1 fr , I • a/a•wow bolts.w"6W r 4e'ere 3 f/ tr S W II b �' e - -- - - I - r N la) SPREAD FOOTING SECTION 4 U. _ —-- 11_1111____(-1____20' SCALE:�"=1'0" --4 I - - -_13' - G ❑ Scale: 1/8" = 7'-0" Fr. I T ° yr6 5 -rePoh _, .. El 1 i. L4- .- to s/fe) rogfI 6'x 6'column 4' 3/4 Stud we_� -r.J �5 fr ■ TOF 200'unless otherwise noted lower*rid treated Ii I I 3 1 - 3'-6 3/4' 10'-7" 5' „II 20'-6 1/2"Z-rteltil20'-5 1/2=--- s6mpaon 085066-5052 T4'thick concrete slab �\ m concrete walkway I 4 6' 1-- i i I �a with #3 rebars 0 16"ec each way \ W= 2,-6"_, 6" y '-01/2"--I J . . p ❑ In —r-. .. 11 -6 n•-11 1 e• '-e 3 2 1J it J_ a ' -t J -- I � OR, o� _ _ _ _ Z�� , 6"compacted structural backtilf C 15'-0 J/4•—.a 14•-6 r/2 --I . '1 _r r PO J O/5 continuous bora • • II Q -d ! 1�) n o (4 O 12'x 2"polystyrene --CJI Q 11:?" - I �� I J' insulation (R-16) 0 I I•I I I 1 J O/3 bars LL ,2 1 J U both ways 30'-7 3/4' J 16'-2 l/.- Q -� 1 D a I F 12•-3" ....r ' 36' I JI 1 9'-2 3/4•-1 Fre'-2 3i4"� I j 1 I I `"— 3' 110 EXTERIOR WALL FOOTING SECTION , , r 12 F----- I _ I 1I I I I I 13}•2 3/4" I I I I I M " I $4...�� I I. __ 1 I I I I SCALE:74 -�b , L___ _ _i ,Th_ I . r � Zi t it 6 -e.,1,4) I )1) n 13 r-, 1 I r-, ,'Y' _ ._ 2775 SW 1-.•'s=-I I-^5'-H „... " rr'-0 l 4• e•-6 r1 e• 9'-6 1 e• lo'-nae t► 4 L 117' City of I Tigard `1 ii! g -71 v j Approved Plans fiFOUNDATPLAN441_ aleo‘o‹ - , Date sit t SCALE:Y"=1'0" tore ��Y1fy,onsy130Pp O/� _ i ^4 (FFI 'Copy g e , 4110DitCrra 0.1-e00.07 I ''". 1-477 5 44 aMNa/b�/IUMe10-4.OMO SHEET 8