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Plans (11)
MST2O18 - 00108 /L4Sl hol ?-to fl �t3,o 5W 12&Irfwcw/ leg p rcipmRe79,542.c\Cctc� u I t `l p ,iw * - 12608 r RECEIVEDii A---- 1AEGON y 1 APR 242018 ::,..tos 8" -- -- CITY OFTIGARD —_ __>_ _ _ BUILDING DIVISION I— 1 I— T H Fp _ _ _ H1 I I I I I I I I I I I I I I I I I I I I Z O , • z N NEW 1 . ' o a OFRPFIERS < v, v� U — D LU Lu ce J52.0 us 051MPSON Lusa OROC�UN F`�iJT U p I I I I I I I HANGERS. I I I I I I I I I I I N EXISTING — I I I 1 I I I 2x8 LEDGER 1 II WITH (2) ROWS OF I It %"0 BOLTS @ 32"O/C i 1LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ W Li LI LJ LJ LJ LJ LJ I I --.- 1 Ii City OT "(igard 9 ROOF FRAMING PLAN p,ppr ved t�nany �2ae Ln• . L„ W OFFICE COPY e FOUNDATION PLAN 1/4"= 1'-0" REVISIO o EU co O a) w - o C NRN a) o a. 7 c N TA' N N '_ UON a) co C oar) o) ._ L,Jacoc0 Lo POP N U _ O u@ - -C O HOLD DOWNS O = HDU 2 WITH MINIMUM SIDE MEMBER THICKNESS OF 3" O = HDU 8 WITH MINIMUM SIDE MEMBER OF 4X61:111 I SHEAR WALLS ALL WALLS FULLY BLOCKED @ PANEL 6X6 POST EDGES. SHEARWALL NAILING: cm T lOd @ 6"O.C.UNLESS OTHERWISE NOTED. S 1 RICKEn © 6X6 POST © © Engineering 4x10 0 4x10 4x10 3.5 X OR25 LVL 4X1 O STRUCTURAL GRADE 1 PANEL WITH /////O/ 4X1 O 10d NAILS @ 6'O/C O6X6POST 6X6 POST % O = STRUCTURAL GRADE 1 PANEL WITH O� % IOd NAILS @2"O/C 'a ^` i W oOR ioxsis O W 10@16 OIC"° j N 0 -0 6X6 POST N 0 V Q) 4cr) 1Z O/ 4X4 OOT 4 4x1 ' 4XO ST 4X6 POST 7x9.25 LVL O ...0 ///%2 ► 4X4 POST U IMPOPer © 0 0 m I DATE: 3/28/2018 2.625x9.25 LVL ISSUED: 4/02/2018 SCALE: AS SHOWN ® 4x10 WITH — SIMPSON LUS410 JOB #: 180402427 I Drawing N.O: ® FLOOR FRAMING PLAN S 1 .0 1/4"= l'-0" C:\Users\brian\Documents\Stricker Engineering\Chris Gettl\House Project\CAD\Balls Residence.dwg, S1.0,4/23/2018 9:40:19 AM 1 ^ _#tiD PHOfFB 1irto , 12We . rq oW ylg� V %70 `e2 z p N 5 Z Z w ° O LT_ J E — L' Q, > D W W U ° Q' 0 ce v) ULII! se 5/8"0 x 12" long AB, OPENING OPENING w/3"sq x3/16"plate washer in mi . 3x6PTsilt plate. • a10d@2"0/C 4' 0" 0/C MAX SPACING [Q °O a co#4 J BAR @ 16"O/C a 4 a CN o ALTERNATE BENDS v w d d. O .d n a- '– w I A a 4X6 d a• (3) #4 BARS i A • a 41 a 8 3X6BI OR 1 CO 4X6I o U 11-6" 6"MIN. EPDXY EMBED ANCHOR BOLT 2X6 SILL PLATE ro o m (3) #4 BARS u c INTO EXISTING FOUNDATION a iu v ri a -4- -= c c Ta' N a) - 00N a) g N C C bn a M 5) 2 w O M C e O 2 N U • FOUNDATION SECTION ® FOUNDATION CONNECTION DETAIL 0 FRAMING DETAIL 1"= 1'-0" 1"= 1'-0" 1"= 1'-0" o -, STRICKEn Engineering 2,-8 — 0 5/e"0 BOLTT 2X8 PT LEDGER � C^` W I *1T . ,: , p a a o a a' p08 -C3 cnce chN o 2'-8" -1N- 4X84X8 ROOF RAFTERS 0 m CD LEDGER DETAIL ,rDATE: 3/28/2018 1 -1/2 - 1 -0 ISSUED: 4/02/2018 SCALE: AS SHOWN JOB #: 180402427 Drawing N.O: S2.0 C:\Users\brian\Documents\Stricker Engineering\Chris Gettl\House Project\CAD\Balls Residence.dwg, S2.0,4/23/2018 9:40:20 AM