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Plans (50) , . City of Tigard —6-itzel-il c_c— eir aui Approved Plaris /SC RECEIVED By ,---.::1.E. iiszt.‘j,16 f-tsroc)/40-00/S.-C.-- APR 2 b 2016 23 , CITY OF TIGARD BUILDING DIVISION . — -- — , • 6 1 1 OFFICE COPY t 1 . 10 10 ' i 1 - t - 1 ] I N- , —1- 1 1 ' 1 1 1 1 1 1 I 11 1 i' 1 . , 4 1 1 I 12 1 r r l' _ _a _r_ i -,- ,- ,_i ----- ,•-- '— 4 immoi I imummemml 10 12 0' 1 4 I. Ol Y L .0 I b c ---- _ - -- — — — — -- ' , , 9 01i Z d Z 01. t i Dl I . — - _.— -- OZ . 01. 01. 0 l .0 I 71.1. 11 w 2 1 il 1 1 t — ,� I - i Y -I If+k d a ' 4c, ,1 rte 6 �/ ; ice 7- I I I =1 VI ` �', 'nit 29 .1,yZ,aa toil ! dc1013t#L7 �r IIS 1F-- r].-H- 11-^ r II [ pr pdi 1 ISI 1 1 11 � , _�1 1 _ - - ^A i I ii I I II Ii I , � I 1I I I I I � I r 1 ___ .moi — h-_. F - _ -- - III11 , 11 13 4 IQ c1 4 )(6 PT POS7S S i S i g i ,0 / 7 he.e. 0 �roSS brc.c:. .n II c..... e-tv c----,7 i 6 c.../ P � � ___ 5 i /yYb ,2 f i-tob _ r_ _ I 2ti r I 13" o, ,o ,z C''',1 h\r 1, ' t / VI ! TTr i —r �i , , t.„:„.„„„ , „,„„„ „ CV /L7,\''� 1 / �� III 1 e , a 'r 1 n z " �/ I<' '\ \`' • (.0-( • r)/IsP.Ieb 2 cr bek/J-#6. ?( - --, A 1 v .., • Jr II \-1_4 si, 51 5 fic..vizt va C/C. /15 2 g? 47#34 m(Ary)sevis 2x 5 Pr 166te. ct.rd y• -firs- use- PI fi Ok 2 4.4 vv/ 74-8 Al ti z e4P/MSc Co/V/Ve-C7- W /3 -141 4(S) S P4-0.A/Cr' 8 ereverA/ ccv e/A,1/9.3 48 faor,;v6"'s Wkox ri)(12k,v/ c e P5 -4 - 41 ibr-poy;T 1.17K r FA-52/61 t/ 16 ;24' L . Lit 27 / ., ?os' 0 s/lit 62/-1 //s ootings See Table 1 for footing size and footing thickness - and Figure 22 for post attachment requirements. _ • The bottom of footings must extend 18 inches below grade and must bear on solid,native soil. Bearing conditions must be verified in the field Simpson PB anchor during the footing inspection,prior to placement �or equivalent of concrete.Footings closer than 3'-0"to the exist- pre-manufactured ung exterior house wall must bear at the same — cast-in-place elevation as the existing wall footing.Do not construct footings over utility lines or enclosed Q post anchor meters.Call 1-800-332-2344 before you dig. = .. . — 16" Max. Detail A r HD2AHDG ---.. parallel layout , / ,..,ii____.4x4 (min)guardrail post A / 1N : I ; I I 1 1 ti I 2x8 (min) ' i 1 2 blocking \ % . i \o 7 ;44 2x8(min) 1 i deck joists , . A . _---- Detail Be --- HD2AHDG perpendicular layout \ 7 beam • 2x8 (min) Rim joist AFigure 30:Guardrail attachment option 5 plan view I--4----4 X4 post,min. (typ) Decking (2)HD2AHDG or equal,blocking HD2AHDG (tYP) 1 oholoedoopwonoositnee thsidisesoidfe holddown / Decking(typ) or equal 4X4 post, 1:1•1 dITUZ7,-ifAMS MUM'N 6 min. (typ) 11111\ Elba 11:!'w 1 r w 1 21/2" Itmor- 111A1 •api JAWAL-J t ---,-'- .L A . Ill111rt 2X8 min. blocking 5/8"dia.galvanized machine 5/8"dia.galvanized machine bolts or all thread rods with bolts or all thread rods with DETAIL A nuts and washers. 1 ETAIL B nuts and washers. AFig*31:Guardrail attachment option 5 parallel layout A Fig.32:Guardrail attachment option 5 perpendicular layout . . , ._ ..1 - � G s 1 1 2 _ zr if0 9/ "s/