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Report Sj1-D(cT -000 ( ( CT ENGINEERING RECEIVED sly cto<,� � INC APR 0[i 180 Nickerson St. 2020 Suite 302 CITY OF TIGARD Seattle,WA98109 BUILDING DIVISION (206)285-4512(V) (206)285-06I8(F) asolomon@ctengineering.com BULLETIN Date: July 10,2019 Number: CT-58 Project#: 15238 Project Name: RT, SR, BCF, Villebois Attached: CT-58.1 to CT-58.9 Subject: Plans 3, 5, 3210,3410, 3413, 4063, 6065—Optional Decks Drawings Affected: Description/Action: This bulletin provides response to RFI, design clarifications and/or variation requests for the 'River Terrace, Sunset Ridge, Bethany Creek Falls & Polygon at Villebois' projects located in Oregon. Per attached pages, see optional deck framing layout for the plan types specified above as requested by Polygon. REVISION so PRO,y� �,G I NE � <u • �REGnNA OFFICE COPY V k ti* 22,,R<c� T. 07/10/2019 CALL WITH ANY OUESTIONS Issued by: Arnold R. Solomon Date: July 10, 2019 Distribution: Contact Information: Paul McColm Polygon Northwest Company Frank Sandoval Polygon Northwest Company David Burnett Milbrandt Architects R:\15238 River Terrace SF\Bulletins115238_2019.07.10_CT58_Plans 3,5,3210, 3410,3413,4063,6065-Optional Decks.doc Structural Engineers CT-58 BULLETIN CT-58.7 Q-4 59'-10)14" STEP FDN 10'-17/" 6-458" 3'-7)/" 234" WALL R€R 2x10 TRIM OVER P.T. fi 7 5/S6.0 TO i'r 24"x24"x10" FIG. i ET S6.0 ME �CRAI)E_>, 2x10 RIM TYP. ALL SIDES--vr7 — W/�3)#4 BOTTJ- ,-I ----�`. I�I I . ■ - �H --E- 4P.T. 4x12 HDR P.T.4x12 HDR ♦ -6x6 P.T. ALIGN W/ - 10 • I:' STEP FDN WALL TYP. POST ABV A-4. I'. PER 5/S6.0 TO if U66 TYP I: MEET GRADE l �8': S' 4�8 2l8 I JCS ♦ P.T.1x6 ♦ v X 9 / DIAG• L o -a-- O - J 'fie A . ♦ .:ACC ♦ N / O'U P.T. 1x6 DIAGONAL \ a Ua Fn N 0 BRACE PER. SITE ..I • F COND. I e/ N a © 18"x18"x10" FTG. AL N W/ W/2)#4 ABV- 471i8, : 4� ... 6 2f8. I: ♦ P.T. 2x12 BOTT. EW `PO 0 ♦ LEDGER ----a- ---- - 1 \ / P.T.4x12 PER SITE COND HDR 4x4 TYP. U.N O I. Ix O 24'x24 x10 N - 18"x18 x10'"FTG FTG W/(3) PER SITE I' • I(2)#4 EW BOT. #4 EW HOT : 13: GOND. ....I a. U 10 2�2" 14' 0' HDU2 I P.T. 2x12 r Z---- J L— LEDGER L"—r----'- 1. E--I 1 • I STEP FDN HDU2 PONY WA_L I: I -1 -2 I I WALL P=R BUNDLED I 1 I 5/SE.O I O STUDS.ABOVf +3X"ABOVE FINISHED ., I: F PER PER SITE I I MEET GRADE 6065 FOUNDATION PLAN 3/16" = 1'-0" • CT-58 BULLETIN CT-58.8 MANUFACTURED RAIL SYSTEM AND SEE ARCHITECTURAL CONNECTION DESIGN FOR ALL FLASHING DETAILS BY OTHERS JOISTS PER PLAN P.T. 1X6 DIAGONAL BRACE II [V W/ (3) 8d EA. JST. __._ WI;itlt:-.17177.S . igi NM 1 JOIST BLOCKING A li 2) 0.228A DIA. LedgerLok TRIM RE:ARCH. FASTENERS W/ 2" KIN. i PENETRATION TO RIM AT 24" O.C. STAGGERED PT 2X LEDGER PER PLAN i BEAM PER PLAN BEAM TO POST W/ PC PROVIDE DTT2Z ASS'Y. AT NOTE: POSTCAP 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 DECK FRAMING CT-58 BULLETIN CT-58.9 . HOLDOWN PER PLAN MST STRAP PER PLAN (STHD SHOWN) AT INSIDE FACE OF STUDS SEE 5/S6.0 AND BEARING WALL FINISH GRADE In 1!1•I. . SCHEDULE NOTE #6. I 1=ET =I I IE I • . n=lli 1liilll 6,. 4 . Z • 7IIE . I. 200 U e a' \ \ M\ IlI-I_ rt I I I T—IIIIII 8" / l,_4„ / SCALE: 3/4" = 1'-0" / / HOLDOWN AT EXTERIOR PONY WALL