Report Aisr2e!q-00/87
CT, ENGINEERING
RECEIVE® f 3/9c/Sk/ /6s-
180 INC JUL 2 0 2020 SuitekersonSt.
3
Suite 302
CITY OF TIGARD Seattle,WA 98109
BUILDING DIVISION (206)285-4512(V)
(206)285-0618(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.
OFFICE COPY
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07/10/2019
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
R:115238 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
59'-10Y4" A8-4.
STEP FDN 10'-17/8" 6'-45/8" 3'-7%" 23%
5S6.0 TO 2x10 TRIM OVER P.T. 1 24"x24"x10" FTG -v
• 56.0 MEET GLADEii 2x10 RIM TYP. ALL SIDES- 7, —
W/(3)#4 BOTT -±,
ICII ---- .. +_._----��� j
-, _ - P.T.4x12 HDR P.T.4x12 HDR •
6x6 P.T. ALIGN W/ - 10
I. STEP FDN WALL ♦ TYp. POST ABV A-4.
I. PER 5/56.0 TO kU66 TYP
77�� I MEET GRADE
4/8" 5'474 ::. 6'-258" j
♦ P.T. 1x6 `
DIAGO L o "
r _ -.1- 1 _ ..-� r A-4. ♦/ :ACE ` �H. _
o'u P.T.1x6 DIAGONAL \ a a
♦ c, . BRACE
PER SITE
COND. 1 . I N
a s 18"x18"x10" FTG` A\W/
P.T. 2x12 9 W/(2)#4 POBV-
♦ iLEDGER II- A-4BOTT. EW ` \+I
-I"` t s--
1
\ , ILJ
I P.T. 4x12
I HDR
1.
u m
4x4 TYP U N.O. 24,"x24'x10"... I. j O
18"x18"x10" FIG FTG W/(3) : • PER SITE I
V/(2)#4 EW BOT. #4 EW BOT 13 COND. FL.
! la (aj
TYP U.N.O. .1. i
6 4/8' 6'-4/8., ID' 6 6/8 10 2) I- I4'-0„
HDU2 t I 1 P.T. 2x12
_—+ `fie I L_ - LEDGER
PONY WA L 1: I -1'_21/8" HDU2 i
UNDLED I 1BOVE ABOVE I 5/SE.01`O
FINISHED �: I C.,=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
W/ (3) 8d EA. JST.
�� CV
11��.
A�■I�III�'i�11111111 11111.311M11-
____
I N `I. JOIST BLOCKING p1�.,
(2) 0.228 DIA. LedgerLok TRIM RE:ARCH.
FASTENERS W/ 2" IN.
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: 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 DECK FRAMING
CT-58 BULLETIN CT-58.9
1111.-.11
HOLDOWN PER PLAN(STHD SHOWN) MST STRAP PER PLAN
_.
AT INSIDE FACE OF STUDS
FINISH GRADE SEE 5/S6.0 AND BEARING WALL
• I, • SCHEDULE NOTE #6.
14.
IIIIIf,�11111_1
1I-11 ao. °I•
LII • '
I .
1 \ I I l l l l l l l l l l l l l l l l r
8"
/ 1 4. /
SCALE: 3/4" = 1'-0" / /
HOLDOWN AT EXTERIOR PONY WALL