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Report (48) s- C T ENGIN E E R I N G 3 5-36, � �°���Oce 517 INC 180 Nickerson St. Suite 302 Seattle,WA 98109 (206)285-4512(V) (206)285-0618(F) asolomon@ctengineering.com BULLETIN Date: September 21,2017 Number:CT-35 Project#: 15238 Project Name: River Terrace SF Attached: CT-35.1 Subject: Lot 8 (Plan 7B(R))—Deck Connection 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 typical deck framing detail for the added deck to Lot 8 (Plan 7B(R)). ,‹Q I t\14-0 4REGO* ' 22,1 4, ��FST GO\ 09/21/2017 CALL WITH ANY QUESTIONS Issued by: Arnold R. Solomon Date: Sept. 21. 2017 Distribution: Contact Information: Tom Dicianno Polygon Northwest Company Alexia Fukui Milbrandt Architects R:\15238 River Terrace SF\Bulletins\15238_2017.09.21_CT35_Lot 8(Plan 7B(R))-Deck Connection.doc Structural Engineers N. RIVER TERRACE SF: LOT 8 (PLAN 7B(R)) • CT-35.1 SEE ARCHITECTURAL MANUFACTURED RAIL SYSTEM AND CONNECTION FOR ALL FLASHING DESIGN BY OTHERS — DEFERRED SUBMITTAL DETAILS ENGINEER OF RECORD TO REVIEW RAILI CONNECTION FOR RIM CONSTRUCTION 1 COMPATABILITY. .1 I JOISTS PER PLAN P.T. 1X6 DIAGONAL BRACE I (3) 0.131X3" NAILS: W/ (3) 8d EA. JST. i OIST TO BEAM IIII BUM TO JOIST imil,1 BLK'G TO BEAM OAqi , 1...4 IIIIKIIM MIMIIII.MN NM MIMI MEW=NM I ' I wil It�8 �n ! Aid AlRamig1=-4 Mg j r �� 10120 tllII ave I " fA JOIST BLOCKING PROVIDE DTT2Z PAIR AT 6 FEET MAX O.C. (2) 0.228" DIA. LedgerLok ll UNLESS LOCATED FASTENERS W/ 2" MIN. OTHERWISE PER PLAN PENETRATION TO RIM AT TRIM RE:ARCH. 16" O.C. STAGGERED PT 2X LEDGER BEAM PER PLAN PROVIDE DTT2Z ASSSQUARE POST TO MATCHY. AT NATE; BEAM WIDTH 16 FEET MAX O.C. LedgerLok Fasteners shall POST TA POST W/ PC PO LOCATE ASSY. WITHIN 4 be per ICC ESR-1078 ST CAP FEET OF EACH END OF """" DECK A H ISI 4. a SCALE 3/4" = 1'-0" �' TYPICAL DECK DETAILS