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Report (2) /14 T7o I( ( 3(3 a 5 w (66- ?i" 16 CT ENGINEERING N C 180 Nickerson St. ISuite 302 Seattle,WA 98109 (206)285-4512(V) (206)285-0618(F) asolomon@ctengineering.cam BULLETIN Date: July 7, 2016 Number:CT-O8 Project#: 15238 Project Name: River Terrace Attached: CT-08.1 Subject: Concrete Stem Wall Height Drawings Affected: Description/Action: This bulletin provides response to RFI, design clarifications and/or variation requests for the 'River Terrace' project located in Tigard, Oregon. It's our understanding that there are some site conditions which require the concrete stem wall to exceed 4'-0" in height. This is an acceptable revision for stem walls up to 8'-0" in height provided the differential height between exterior finish grade and the soil elevation in the crawlspace does not exceed 2'-0" as shown in the attached detail. Note that either finish grade or crawlspace soil elevation may be at a higher elevation as long as the differential height between the two is not greater than 2'-0". CzC$) PRQ 4 \.. G I Nir •-; 60 t4(;),..- 'y � �d XREG6N0i. 4) 22 ,19\e<s fs T. G'k 07/07/2016 CALL WITH ANY QUESTIONS Issued by: Arnold R. Solomon Date: July 7, 2016 Distribution: Contact Information: Chris Walther Polygon Northwest Company Jason Canfield Polygon Northwest Company Rick Tolleshauq Milbrandt Architects Alexia Fukui Milbrandt Architects R:115238 River Terrace\Bulletins115238_2016.07.07_CT08_Concrete Stem Wall Terrace Height . Structural Engineers 9 (River )doc CT-08.1 BALANCE PER 7/S6.0 EXTERIOR (1) #4 HOR. CONT. AT Nr- FINISH GRADE • - CAD ♦ IiI-III 1 1 1 F=I 1 �1� 11 0" - I.,III II:IIIII CRAWLSFACE Ell ° o d. -CO I-11_I I I—I 1I— Elll= 11 4.. a VERT. 0 18" O.C. W/ STD. HOOK ♦ `I. J ° Ca TIGHTIJNE DRAIN RE: ARCH. =111-- I�I 8" FOUNDATION DRAIN RE: / / \ ARCH. 1'-4" / (1) #4 HOR. CONT. CONCRETE STEV WALL