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Plans (40) . , . . . . . - RECEIVED JUL 22 2:2 . ' CITY OF TIGARD • BUILDING DIVISION A/S ic 2 o/3-(90/7,$ .19,4.*= V=2.• . A if ----r CV ..,__ ,r=r..______=yr_____71=_I______ .imm_____c__ Ivor . A A ,LtY/0 Freetipl 1" .. ^ , 4p, . 4^. * - \r -,- ,., ''`,• /91: 0)-/6 -F--- . At R t m: ( t..... ' . 1, 51; i ( H /9 (0 biii i-Reev6 A, e4,?"1.4 L 3it • ' terr ,F,Aett- eHeiEci-r,pe-, • • I 4,9t' X13/ 1 ____J__ _ / . : :f S 1 is r .,,' n D," ,,efrati , -- hi u t. ,„0„-----,0 , ,, , ,. , ,. 17 I04 .I , 4 `` , cls . I f'• . 1. i; 1 1, ' Hi. . 1 , II I ' I 1 I i 1 '„ • ' I , '1. ' II , „ I ,• , . , • I ! „ „ , , . , 1 . . , , • . . ... ... 1 1 1 1 . 1 , ., , „ I , , , • . 1 , I I , 1 1 i I ' 1 I 1 I 1 I I , i I 1 1 , 1 i 1 I 1 t I 1 i i Y i ' i I i , . 1 1 , 11 • I . I , e1 ,1 - 1 , 11 I II ; 1, 1 ,1 ' „ „ ,, , , , , , III .1. 1 • i., , ...i . 4 ,,,,,,R:,..„.,,,,/,.0,,it,,,, , , 1, , , , , i: , , i , . 1 . . , , , , , • , , , 1 ,„ , . / „ „ 1 I.„ , , , ,• : . , , , : , I :: ,fI , 2:9(46 C PtiDA t II),FICO(/*kA41°. • it I I 1 I i i 1 , , ' , • 1 '''' 1 I I I ' 1 .. '7'-':-.:... .,17hi . 1 ._, I 1 i ,. ); Li ' ''; , 1 1 ; I ......_,....„ .._,...,., •,.....,,,-----,,L2,. . ,,,... 1,..,.,....r.. i : : : 1 i / ;_,., r,,,,;"1:, 1 i 1, / .. ;. 1 • t ',' v 1 ,. ...„,;,... , . ,, . „;,. .,. 1 1 I ......,..... , 4.. '..„ ' . (sit"' l' ' I 1 1 it i .1110111,t''' t :. 1 I i 1 It .., 1 t 14 ilai.yL.,...,, 11 '. 111 •11i .11 .. • ; ! . 1 , ., • . It , ., .1. .., LI , i ,;'.),,-1 ;4,,,/2 z.e:',1.!:).3,..1 c e..44,3 1 1 ei, ..o..g.:, ,1 i i, 1 , 1 . . i II 1 ' 1 1 t ' I A IA I I I I j. . t.. i t,.. L.I?S2 15?, J ,i,-or /,',./.671' .F1-1(1,N (P-, i I, 1 i 1 1 1 !, ,, ! I 1 , , ,,,,, . if k 59Fr g.e.11::.e./711. t/:41•,- cni', i 1 1 I .I 1 I • I , 1 i 1 1 ! 1 1 i I I I '40) I I 1 1 - , ., . , . ; . , 1 , liI11 111 . 1111 . 1 . 1 il ili • --li . . . . , ., . 1 , 1 . . , . 1 • 1 • 1 1 ' '. 11 , 1 , , • , , 1 • • 1 ,- —; .1 _ 1 1 . I 1 I 1 1 i 1 ' I 1 i 1 I I I I 1 1 1 i I I i I I I ; 1 . I 1 1 I 1 I 1 1 I 1 10 i I , . I I 1 1 i I I ..1 . I . - ; I 1 I I I • / I I . 1 1 1 1 I 1 I 1 I 1 1 1 ' I 1 I 1I 1; 1 I 1 I I 11 1 , li I , I . . 1 1 I I 1 I I I ; 1 i t 1 I I i I I I I 1 1 • 1 I II -I,. . .1 I . t I 1 1 i• 1 I ' 1 11 1 . I I 1 II I 1 1 I I I 1 I I I I I i • i . . 1 I I I I j 1, 1 1 I 1 1 I ; I 1 I , I ! ! I . I ! I ' i 1 i . 1 ' i ' , - • . ! I ; , .: . , 1 . 1 • Ili : II i 11 11 i . 11 H . ' LI it——i, I I 1 . { 1 i i i 1111 ' 1 , . I . I . . .1. .1; 1 1 . . I 1 1 . II . , I , ; I 1 . 1 1 I ' I I li I I 1 I ' II 1. i • I . I , I , I / / I I I " 1 I .. - I I , I i 1 I i • I ; ', I ' I ,„. I 1 , I.. / 1 1 I I I. 1 1 1 1 I 1; I I 1 1 . 1.. I 1 .1 1 1 1 I I ' I ; ; • i ! "' 1 i 1 1 .1 1 •i. . I I ' I I . 1 1 I . 1 1 . 1 . 1 .I.: I. - I 1 1 ;1 ' .1 -.I. -I ' — . _ . • .• • • C.: qtqt6-6 11'(IC f • 4.-66 1 .7:17" or ke\tt ° t 4 0 •16. • it• 61t pt 4 6 ii!Tc ! , - F. • • 4 j`. ff... .+ '' !!`sq, w a z r 1 for footing eine and.footingthidmesr and liffitre Vfor post attachment requirements. 4wbottorn of footings must extend 18 inches grade and must bear on solid,native soil. Sparing conditions must be verified in the field ' Simpson PB anchor dDringplacementi - or equivalent • o Footings closer than 3'-0"to the exist- pre-manufactured in, exterior house wall must bear at the same i Cast-in-ply el , the existing wall footing.Do not n construct f gs over utility lines or enclosed . .0. p ost anchor Cali 1-880.332-2344 before you dig. ' _ - . . - ' It a - - - Anchais Premanufactured post anchors shall! IL _ i'4 — i capable of supporting a minimum of 3,000 ` – �i - - .i i !—1 1 R f 1 E pounds.Where diagonal bracing is required by L ---i 1 i .i -l i:-1_- e =' `-� t H ) Figure 15,the post anchors must be rated for hors- 1 I I m9 __ " - !ice ii zontpt(seismic)forces. �.t L}I l a" _ } .. . .. i .4� a r r i , r , detag . . Guardrails ndstairways more than 30 inches above the adjacent grade must-have guardrails.The guardrail must be de- sig withstand a concentrated load of 200 ppunds,in any direction anywhere along its length,and the infill area - Must' a load of 50 pounds per square.foot area - rls -ng composite wood,plastic,or ath r pre-manufactured systems must be designed t y a structural engi- n ti -. in the state of Oregon. 4X4 post,typical- 2X2 picket,typical do notch f41-0"max spacing-24- ./' 2X6 or 514 board rail cap - T 6----- _ . j /....j J T i 4 2X4 at top • 1 /141:. I ee guard post _Openings shall . L Attach pickets at top and ch lent details allow the .assag bottom with(2)#8 screws or - c#a 4"dia.I=• (2)8d spiral shank nails each pig. Typical guardrail detail DECK DESIGIGIME • 13