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Plans (130) /ils►,20(7-DOff Dg4t Mysgredby DAVE 1331 /v1 4if opo -. DateMD15 80125 14UI:i5-08'OP END POSTS 6 SHEARWALLS PER PLAN d SHEARWALL SCHEDULE. PROVIDE WALL SHT'G EDGE NAILG FOR FULL HT OF EA STUD ! HOLDOWN i. SEE SCHEDULE FLOOR SWIG MATCH POST _ PER PLAN ABV.TO FND a ii`!�� i i II. i 141 f II j2xOR3xSILLPER PONY WALLIPLAN IFREQ'DTHREADED RO•D NIP .H. ,T 1 ' R I I , ( 1 SLEEVE NUT e BOLT SPLICE )40.4, I I 1' II II ANCHOR BOLTS \i I I I^ / ANCHOR BOLT PER PLAN 4 X11 I I PER SCHED SHEARWALL L '4 BAR SCHEDULE e CONCRETE FOUNDATION TIP —O DOJdN / PONY LAi=E=.. SCALE: 1"=1'-0" l< iT) PROi- •<"-`‘ F'd, G i N F (ijHORN CONSULTING ENGINEERS LLC 51:PEt�, O-L PROJECT: Capital Plaza Suite 135 9320 SW Barbur Blvd - y -- Portland,OR 97219 atVIR ON cc It LOT 15 EPhone: (503)892-5782 MADELINE 1-1EIGI-IT5 E-mail: dave@hornce.com ,o,• 12,HO,� TALL PONY WALL NOLDOUJN ALTERNATE J. DRAIN BY: DATE: SCALE: JOB NO: Expires: 6-30-19 JPG 125.18 I".I'-0° LEN-18-14