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Specifications MST2o19 cr3o !($ 7c Sikf SulUSitr cow c2 CT ENG: rNIE. ER1' NG 1 N C 180 Nickerson St. Suite 302 Seattle,WA 98109 (206)285-4512(V) (206)285-0618(F) asolomo n@etengi neering.corn 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. E0 PRO � ��G I NE.\;S` \ .{T�J ` • 4,160 6 g FVIS! b -57 � OREGON i/p. • 22,�'<,Fk� t5 T. CR\ 07, IUi2Ul CALL WITH ANY QUESTIONS 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 RA15238 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-58.4 2x10 TRIM OVER P.T. 2x8 RIM TYP. ALL SIDES 34'40" 4 . T-3�8, 7-3/8• T-3/„ T-3�8° 4Y4" 10 rT-1-- ----r4-1 4rcT-1— ---+--+- ' 1 P.T.4x8 HDR P.T. 4x8 HDR L—J P.T.4x8 HDR P.T. 4x8 HDR L J ABU66 TY• /,)iii.....1... • P.T. lx6 DIAGONAL I.. .x6 PT • 18"e18"x10" 0o #4 m �� , m �. BRACE �lpOST TYP OTT EW FTG )TYP. i- I ♦ I- 43 ST4A1AIN FLR �`�7��` 8 0 8 `ti: V W• . • ••\ 1 d .®i:�.` � MST4E (MAIN FLR T�ZKlQ_LEpGEIi - ! D14(PONY WALL ‘31, 1. IL, WALL—O P NY WALL — --- — — STHC14( ONY WALL am 1� — -� I '�• TO FDA _ r -L f 4040_2,„ -LT 4--=ii3/4.---- —1 TSTEP FDN STEP F N / I i i I6 (MAIN �'� WALL PER ¢ M514tS FLK WALL P_R I g WALL TO PONY WALL) I 5/S6.0 TO S/S6.01O I o I I STHD14(PONY WALL I MEET GRADE MEET GRADE-A `^� I 1 Li jI TO FDN) i 1 n LI 3410 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 IN/ (3) 8d EA. JST. lit nil i� Ih== = 1 ..=MII ISEliclii]iiiRIF War Mirmliggii Pi!iiIilielima ii saiwil , I' N JOIST BLOCKING \R\\\\ �� TRIM RE:ARCH. 2) 0.228" DIA. LedgerLok FASTENERS W/ 2" MIN. i FA PENETRATION TO RIM AT 24" O.C. STAGGERED PT 2X LEDGER PER PLAN BEAM PER PLAN PST A POST W/ PC PROVIDE DTT2Z ASS'Y. AT NOTE: CAP POSTCAP 16 FEET MAX O.C. LedgerLok Fasteners shall LOCATE ASS'Y. WITHIN 4 be per ICC ESR-1078 FEET OF EACH END OF SCALE: 3/4" = 1'-0" TYPICAL DECK FRAMING CT-58 BULLETIN CT-58.9 HOLDOWN PER PLAN (STHD SHOWN) = MST STRAP PER PLAN AT INSIDE FACE OF STUDS FINISH GRADE I. SEE 5/S6.0 AND BEARING WALL i;1 • SCHEDULE NOTE #6. 11 =111E 1111111 I11=IIII=1II II- Z 1E1 L 6 °I CO i1111 U ° 4 ° a a0 _ III—III—III—I I 8" SCALE: 3/4" = 1'-O" / / 1' 4" / / HOLDOWN AT EXTERIOR PONY WALL