Loading...
Plans (2) Z 4 d filial le. r-9 r /s• 14 1, 9 i Z • I a' r• r..• • m : P orollam column on 2x6 stud wall _ Iw! simpson ( ` am ton PHD2 - WSJ • 48" o.e. l` �� C �' - All J 2 polystyene insulatlor (R -16) y�� I 4 thick concrete slob with / 3 rebore 0 /B" oc each way . �, s I _ . :E- - 1 . 17 t I I e i l ..1, 16 T L ' 7f fll 4 - / 6 bars compacted structural back 1I I J s o.". (ry•) both ways = MOA 6 ' 6/6' a nger sate em6.d Y, .6' oc. W „ k 1 , , ,, _ _ _ O© SP READ FOOTING SECTION U. — - -- . 20 ■ a I 3' c, ❑ Scale: 1 /8” = 1' -0" SCALE: Y4" = 1'0" Z " 10' -11" Q " s' o 1 e Lv ❑ � 0 u. . 1 70 9/I6I ❑ 11 _ - - - . - -1 J `) 11 -8 1/2" ���}}} 3 10 ._ 7 . 'I f �L, stud wall 6" x 6" column I 1 I i' 3/4 r !!! laws end treated sknpson C85066 -SOS2 aig I I I r El IOf 00 ' uMsss otherwise noted •I I f l I I ' 3 I 3' -e 3/4"-T- 1o' -7 s' ra' - rr 0' -6 1/2" 2D' -s 1/2 "— -J 4" thick concrete slob @I 1' I - with J reborn 0 16" oc each w0 W <" concrete walkway I T.', I I 8' -J' �\ E s c 13'- 3/ - 01/2 "- ^1-L -) J ... ► ❑ ❑ ❑ T 2.-6" " k'l ■ T II 1 . I 6 0' -1 ! / < " � I 4' - 9 i/ J1 __ — ! I '- Si r'- 7�` v 1,..11 r 6' ' -6 7 rJA6' 6" compacted structural back r Y � •� � - 3 • 3 continuous bars re 13' -0 J/< —"+ 14' -6 1/7 _--1 T �•_ r f - ' 1 0 . n I C / s O 12" oc 2" pofystyryne d _6 ` f `'I I ~ I 3 ' fnsulotion (R -16) 0 1 .1 ` � I I 1 30/5 bore LL II•� LI N both ways J �uJ so -73/ +' 1 I I I � 16 - 21 /H d ( E 12 -s" - ^ r J I e I p.-2 374 F' -2 3/4. 36 -�- Jr -7 1/2• — I - � - -- — I I I ___ 3' v© EXTERIOR WALL FOOTING SECTION .. 1 J2. I I 1 I I I 1s{-2 3/4" I I I I I SCALE: 3 /4" = 1'0" i„---- 7 I 12I I I I I I I I sw _i_,...,A), .. i..1 - - - if ill— I. 5 . - - 14 - 1_ _ J WIWI ...... ...._ ..,, . 3' .. yr6 75 1 s'- 11111111111111MMEMIIIMEIfflai 6' -7 II 6' 6' -6 I 6` r0' -1r 73 I. t► * t L-- 117' city of - igard f d Alb. ,� rived Plans VISION � fi t FOUNDAT PLAN ByVAI_# + Date - n� �. sy Y - oo �.q j3 J a :a SCALE: Ya" = 1 '0" I r� elefles< B U OFFICE all'Y �.g e , .r oscrro. 0.3-600.07 s. . SHEET 8