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22-102334-SITE PLAN
WZ: � Co z U r a `n m c o U 2 3 EAI n 7 N 6 10 A I B (2) ROWS #8 SCREWS @ 24" O.C. W/ (2) AT EA. END STRUCTURE (1) SIMPSON DIA375 3/4" I @ 3" O.C. - EMBED I" IN CONC. 2 MIN. (4) #6 SCREWS PROVIDE (1) 4005137-43 FOR BRACE LENGTHS 6'-0" MAX. - PROVIDE (2) 4005137-43 OR PROVIDE (2) 6005137-33 FOR BRACE LENGTHS 12'-0" MAX.; PROVIDE (2) 6005162-43 FOR FOR BRACE LENGTHS 16'-0" MAX. DETAIL, I" = 1'-0" CEILING - DOES NOT QUALIFY AS LATERAL SUPPORT "-- METAL STUD WALL NOTE: PROVIDE BRACES AT 10'-0" MAX. FROM WALL INTERSECTIONS OR CORNERS t AT 10'-0" O.C. C 0 EXISTING SITE PLAN I" = 20'-0" 0 F PAF 6eREGISDTSTTON HELIX DESIGN GROUP, INC n SITE PLAN, 7 INTERIOR DETAILS PARK CENTER 1 8 BUILDING TENANT IMPROVEMENT FEDERAL WAY, WASHINGTON REVISION DATE 9 DATE JOB NO. 05.18.22 i22-043 PERMIT SET X X AVED 10 0' 10' n i 40' NORTH J u rtcQ + 1-2-0 2 2 G002 WHITE DRAWING NO. © HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. 1 C �1 E i ■ I G I H I J I CITY OF FEDERAKWAY COMMUNITY DEVELOPMENT