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Plans (327) 'MST a G SSC) l .r0cvc.UkSs CT ENGINEERING 180 Nickerson St. INC NIA Suite302 Seattle,WA 98109 (206)285-4512(V) (206)285-0618(F) asolomon@ctengineering.com BULLETIN Date: October 31,2017 Number:CT-37 Project#: 15238 Project Name: River Terrace SF Attached: CT-37.1 to CT-37.4 Subject: River Terrace(East)—Revised Fireplace Layout Drawings Affected: Description/Action: This bulletin provides response to RFI, design clarifications and/or variation requests for the 'River Terrace SF' project located in Tigard, Oregon. See attached updated foundation and framing plans for River Terrace (East)to accommodate the revised fireplace layout. REVISION 60 14 4 4�REG��9A, � -7 22, (c �(tS T. GNw 10/31/2017 CALL WITH ANY QUESTIONS Issued by: Arnold R. Solomon Date: Oct. 31.2017 Distribution: Contact Information: Nichole Thorpe Polygon Northwest Company Angela Graiewski Polygon Northwest Company Alexia Fukui Milbrandt Architects R:\15238 River Terrace SF\Bulletins\15238_2017.10.31_CT37_River Terrace(East)-Revised Fireplace Layout.doc Structural Engineers RIVER TERRACE (EAST) CT-37.1 cV.� LiJ I - 421 --1--- 13/�X9YZ LVL__-__-_ --- 1 -21/4""' r r 12X4 PONY-.11/4- -- _ 1 WALL �— fi L 1 6 , I s_o„ -�__-13/X _LVL __-__-__-_ _- S6.0+ -5" � 7 �I 1-113/4 " 31/2" CONC 1 SLOPE L -rIZ ---1 c" iN STHD14 2P3 8 —fill 10 S1.2 2%2" e S6.0 17-0" 1 7 I 1n D1 6x6 POSTTHICKENED 6x6 POST --@j<fli. i SLAB EDGE hm • (DN . • 16 S6.1 —8" TOP OF SLAB' 6'-0" TYP. 0 i i 16'-03/4 k 9'-4Y4" PLAN 2610 FOUNDATION PLAN 1/4"=1'-0" AMERICAN MODERN s a RIVER TERRACE (EAST) CT-37.2 ti N r LA VN 7 1 (2,2 ‹---- ,- : I (— II 0 1 ` l o _ 03 co ' GT ABOVE —�-----1_' N (2)2x8 (2)2x8 (2)2x8 (2)2x8 `\I III HDR HDR -- HDR HDR r — —7,--07.---P-- --°77 n RIM BOARD STHD142P3 8 STHD14 , !•d S1.2 6 .'a N Uo i 1. 16 / .---- -- 4X10 HDR---------- ..*:. ©. ivr TY'.56.1 L_ .�) ,� ......:.:. .e.e.:.v.: . , 4X4 POST m© 4X4 POST All S9.1 SIM. MAIN LEVEL SHEARWALLS PLAN 2610 UPPER LEVEL FLOOR FRAMING 1/4"=1'-O" AMERICAN MODERN RIVER TERRACE (EAST) CT-37.3 ' UI Lj.J I I 1 'r .. 1_H' x 9_Y" LVL .. I� r--1--,q—'30"x30"x10" I 1 I FOOTING W/ — �, �I I (3) #4 EA. WA 18"x18"x10" FTG. W/ (2) #4 EW I = I I 6x6 P.T. PO TYP. U.N.O. r L____ }— I L+J 10 10 3&4 13/4" x 9Y" LVL__ __ I SIM. S6.0 D1 SIM. �-_—__ __ ^ 2x 1 PONY WALL N 7 L I' s,1 ' I I- _ START FRMG. i -113/4" „..-1.--, S6.0 silo] 3&4 6 r T / I —�t L • .0 /-1 1 D1 S6.0 1SL g — � , / - — 31�i” CONS STHD14 10 2P3 `� I STHD14 S6.0 16'-6%2" � 9'-5Y2" THICKENED i D1 L_� SLAB EDGE �rN z>111 • ABU44 4 I b TOP OF SLAB -61/2" S1 6'-0" 83/4" 9'-2" 10'-7)2" PLAN 7 FOUNDATION PLAN 1/4"=1'-0" ENGLISH REVIVAL RIVER TERRACE (EAST) CT-37.4 N . -r--6X6 POST I � I 9 0 I , S9.0 I i = GT ABOVE GT ABOVE ',O n- x STHD14 STHD14 4x8 HDR 4x8 HDR 4x8 HDR 4x8 HDRo 1 "' S9.0 o Q 2P3 11 8 S1.2 --- -- 6x6 POST L ---- ---- W/ ACE4 20 w LOWER LEVEL SHEARWALLS PLAN 7 UPPER LEVEL FLOOR FRAMING 1/4"=I'-0" ENGLISH REVIVAL