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Report '4 sT2ci i-oo32/ j 322o ay s , CT ENGINEERING BECEI\'E� 1 N C v 180 Nickerson St. JUL 2 20z° Suite 302 Seattle,WA 98109 CITY OF TIGARD DIVISION (206)285-4512(v) OFFICE COPY BUILDING (206)285-0618(F) YZafari@ctengineering.com BULLETIN Date: January 3, 2020 Number: CT-03 Project#: 18055 Project Name: River Terrace Attached: CT-03.1, CT-03.2 Subject: (Plan 6373AB)—Wood Deck Revision Drawings Affected: A2, A5 Description/Action: This bulletin provides response to RFI, design clarifications and/or variation requests for the 'River Terrace' project located in Tigard, Oregon. Per attached pages, see deck framing layout as requested by Polygon. PR ,\.G I 1\14",i; to ftFFF� 411,� •REG fAk 22 ,1°;\<s\k, fs T. GP 01/03/2020 CALL WITH ANY QUESTIONS Issued by: Yashar E. Zafari Date: Jan. 3, 2020 Distribution: Contact Information: Dennis Gaudreault Polygon Northwest Company Frank Sandoval Polygon Northwest Company David Burnett Milbrandt Architects K:118055 Polygon at River Terrace(Area 3)1Bulletins118055_2020.01.03_CT03_Lots 147& 149(Plan 6373AB)_Wood Deck Revision.doc Structural Engineers CT-3 BULLETIN CT-03.1 63'-0" 7'-113" 7'-11/8" T-113/8" 8 STEP FOUNDATION WALL PER DETAIL 5/56.0 TO v1EET GRADE A53. �SIM. 1 7 ''�liia' D1 S6.0 TN /�'�� �'Yliia� P.T. 4x10 HDR /j--7_ P.T.4x10 HDR J--Z P.T.4x10 HDR _r inummu P.T. 2x12 LEDGER 1 L -IIll L J P.T. 2x12 LEDGER WITH HUC410 \� �/ / `` WITH HUC410 2x6 PONY WALL ♦ 2x6 PONY I I ABOVE / ` WALL ABOVE l FOUNDATION WALL FOUNDATION / ` WALL 1 ♦ 6x6 POST♦ 6-81 6' 11/4 1 ' 18"x18"x10" FTG �2 P.T.w/ABU66POST w/(2)#4 BARS 1 EA. WAY TYP. ♦ BASE TYP. ♦ PER SITE COND. • -.I 7 f ` 1-t 7 -/ PER SITE COND./. <—P.T. 1x6 ®-f---- -®--{-- J i- DIAGONAL , H L-J / BRACE I ♦ •` / a P.T. 1x6 DIAGONAL / ON . SIM. BRACE ---Y 6`11%4,, L ♦ P.T. 2x12 N o 9 `♦ . I 6'-83i„ LEDGER a @1 A53 ` / I�Z 1 ♦ ♦ Ll Z: ------ � r t 7 J L_s Z-J L-J 2x6 PONYWALL ABOVE FOUNDATION WALL PER SITE COND. ao 6373 FOUNDATION PLAN 1/4" = 1'-0" • CT-3 BULLETIN CT-03.2 MANUFACTURED RAIL SYSTEM AND SEE ARCHITECTURAL CONNECTION DESIGN FOR ALL FLASHING DETAILS BY OTHERS JOISTS PER PLAN P.T. 1X6 DIAGONAL BRACE W/ (3) 8d EA. JST. �j N gig ..=. ►��min... ...sem...E11 �I� II : ,;►� -__- RENE_ III li I JOIST BLOCKING rig \\\\ la (2) 0.228e DIA. LedgerLok TRIM RE:ARCH. FASTENERS W/ 2" MIN. PENETRA110N TO RIM AT 24" O.C. STAGGERED PT 2X LEDGER PER PLAN BEAM PER PLAN BEAM TO POST W/ PC PROVIDE DTT2Z ASS'Y. AT NOTE: POST CAP 16 FEET MAX O.C. LedgerLok Fasteners shall LOCATE ASS'Y. WITHIN 4 be per ICC ESR-1078 FEET OF EACH END OF DECK SCALE: 3/4" = 1'-0" TYPICAL : ECK FRAvIING