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BULLETIN,
Date: May 24, 2022 Number: CT-01 Project#: 21078
Project Name: South River Terrace Attached: CT-01.1 to CT-01.7
Subject: Plans 4036,4075, 482900—Supplemental Decks
Drawings Affected: Sheet A5 (Foundation Plan)
Description/Action:
This bulletin provides response to RFI's, design clarifications and/or variation requests for the
'South River Terrace' project located in Tigard, Oregon.
Per attached pages CT-01.1 to CT-01.7, see supplemental deck framing layout for the lots/plan
types noted below. Note that plan types 4075A and 4075B include both the standard and "reverse"
version. The "reverse" version is noted by the letter "R" in the plan type designation.
The affected lots and plan types are as follows:
Lot 18 (Plan 48290013) S�RUCTURq�
Lot 19 (Plan 4075A) GIN
Lot 38 (Plan 4075BR)
Lot 39 (Plan 4075AR)
G
Lot 40 (Plan 4036A) q F 12R�����G'
Lot 41 (Plan 4075B) 05/24/2022
Lot 42 (Plan 4075A)
7 .�
CALL WITH ANY QUESTIONS
Issued by: Arnold R. Solomon Date: May 24, 2022
Distribution:
Contact Information:
Dennis Gaudreault Tavlor Morrison
Frank Sandoval Taylor Morrison
Sam Scott Taylor Morrison
Amy Russell Taylor Morrison
Elizabeth Erlandson Milbrandt Architects
N:\21078 South River Terrace\Bulletins\21078_2022.05.24_CT01—Plans 4036,4075,482900_Supplemental Decks.doc
Structural Engineers
CT-01 BULLETIN CT-01.2
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4075 FOUNDATION PLAN
CT-01 BULLETIN CT-01.4
I—JOIST
GAP 1/8"MIN.
(3)0.113x2 1/2'BOX NAILS
r
CLINCHED3/4' WEB FILLER
TICHT
3/4'WEB FILLER
WEB FILLER ATTACHMENT
SEE ARCHITECTURAL MANUFACTURED RAIL
FOR ALL FLASHING SYSTEM AND
DETAILS CONNECTION DESIGN
BY OTHERS
I—JOIST W/WEB FILLERS
DECK JOISTS PER PLAN
P.T. 1X6 DIAGONAL BRACE
W/(3)8d EA. JST.
I
I
1
N
JOIST BLOCKING PROVIDE DTT2Z
e,
AT 6 FEET MAX O.C.
(2)0.228'DIA. Led erlok
PENETRATION TO RIM AT
16'O.C. STAGGERED
T 2X LEDGER EAM PER PLAN
SQUARE POST TO MATCH
PROVIDE DTT2Z ASSY. AT NOTE; BEAM WIDTH
8 FEET MAX O.C, Ledgkok Fasteners sholl PBEM OST TO POST W/PC
LOCATE ASSY.WITHIN 2 be per ICC ESR-1078
FEET OF EACH END OF
DECK
I;
I—JOIST PERPENDICULAR
SCALE: 3/4'= V—O'
TYPICAL DECK DETAILS
CT-01 BULLETIN CT-01.5
I—JOIST
GAP 1/8'MIN.
(3)0.113x2 1/2'BOX NAILS
�—
CLINCHED
3/4'WEB FILLER
TIGHT
3/4'WEB FILLER
WEB FILLER ATTACHMENT
SEE ARCHITECTURAL MANUFACTURED RAIL
FOR ALL FLASHING SYSTEM AND
DETAILS CONNECTION DESIGN
BY OTHERS
I—JOIST BLJ(G W/WEB FILLERS
DECK JOISTS PER PLAN
P.T. 1X6 DIAGONAL BRACE
W/(3)8d EA.JST.
v
N
I
_ I
fI
I
I
N
JOIST BLOCKING ARO6
PROVIDE MAX O.C.
9
2)0.228"DIA. Led erLok
PTENEETRATION/TO RIM AT
16' O.C.STAGGERED
PT 2X LEDGER BEAM PER PLAN
SQUARE POST TO MATCH
BEAM WIDTH
PROVIDE DTT2Z ASSY. AT NOTE: BEAM TO POST W/PC
8 FEET MAX O.C. LedgerLok Fasteners shall POST CAP
LOCATE ASSY. WITHIN 2 be per ICC ESR-1078
FEET OF EACH END OF
DECK
;d
I—JOIST PARALLEL
SCALE: 3/4'= 1'-0'
TYPICAL DECK DETAILS
CT-01 BULLETIN CT-01 .6
NOTE: ALL EXTERIOR PONY WALLS
SHALL BE SHEATHED AND NAILED
THE SAME AS THE MAIN FLOOR
SHEARWALLS DIRECTLY ABOVE
HOLDOWN PER PLAN
MST STRAP PER PLAN
AT INSIDE FACE OF STUDS
z
FINISH GRADE SEE 5/S6.0 AND BEARING WALL
�. SCHEDULE NOTE #6.
=1 11=1 I I-I 11=1 I .
00
J
a _
IIII I�IIII 111111 II
8"
SCALE: 3/4" = l'-0" _4
HOLDOWN AT EXTERIOR PONY WALL
CT-01 BULLETIN CT-01.7
5/8` DIA X 6 1/2" LAG BOLT
POST BRACING FOR (CTRSNK) - (TYP) NOTE: PRUDE
POSTS EXCEEDING 7 BRACE ON ONE SIDE
FEET TALL 06 BRACE (TYP) - ONLY AT END POST
ONE BRACE AT END POSTS CONDITION.
DECKING PER
ARCH.
2x BLKG
V518-
PT 2X12 STRINGERS
AT 18" O.C. MAXLSC STRINGER TO RIM
LT OR STRINGER TO DECK
(CTRSNK)
AN
(MAX. HEIGHT= 10'-0-)
TALL POST BRACING
SCALE: 3/4' = 1'-O"
TYPICAL DECK BRACING