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BULLETIN,
Date: May 24,2022 Number: CT-01 Project 9: 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) UCTUR
10
PROF
Lot 19 (Plan 4075A) 1�; 9\,\G I N
Lot 38 (Plan 4075BR)
Qf
Lot 39 (Plan 4075AR) G N 1\
Lot 40 (Plan 4036A) q
140 12, �
Lot 41 (Plan 40758) 05/24/2022
Lot 42 (Plan 4075A)
a-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
NA21078 South River TerracekBulleti ns\210782022.05.24CT01—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
f—
CINCHED
3/4' WEB FILLER
11GHT
3/4'WEB AlIFIR
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
1
1
N
JOIST BLOCKING PROVIDE DTT2Z
AT 6 FEET MAX O.C.
4,
Lok
PATENERS 0.228*WIC 2'MIN.
PENETRATION TO RIM AT
16"O.C. STAGGERED
T 2X LEDGEREAM PER PLAN
SQUARE POST TO MATCH
PROVIDE DTT2Z ASSY. AT NOTE: BEAM WIDTH
8 FEET MAX O.C. LedgerLok Fasteners shall BEAM TO POST W/PC
LOCATE ASSY.WITHIN 2 be per ICC ESR-1078 POST CAP
FEET OF EACH END OF
DECK
I—JOIST PERPENDICULAR
SCALE: 3/4'= 1'-0"
TYPICAL DECK DETAILS
CT-01 BULLETIN CT-01.5
I—JOIST
GAP 1/8'MIN.
�—(3)0.113x2 1/2"BOX NAILS
LUNCHED
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 BLKG W/WEB FILLERS
DECK JOISTS PER PLAN
P.T. 1X6 DIAGONAL BRACE
W/(3)8d EA.JST.
`v
I
1
- pl
I
I
N
JOIST BLOCKING PROVIDE ET MAXAT AO.C.
9
(2) 0.228"DIA. Led erLok
FPENETRATION/TO RIM AT
16' O.C. STAGGERED
PBEAM PER PLAN
T 2X LEDGER
SQUARE POST TO MATCH
PROVIDE DTT2Z ASSY. AT NOTE: BEAM WIDTH
8 FEET MAX O.C. LedgerLok Fasteners shall BEAM TO POST W/PC
LOCATE ASSY.WITHIN 2
he per ICC ESR-1078 POST CAP
FEET OF EACH END OF
DECK
jY
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.
, .
Z I�:IIIII 4I.
a
J a.
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8..
SCALE: 3/4" = 1'-0" -q
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: PROVIDE
POSTS EXCEEDING 7 BRACE ON ONE SIDE
FEET TALL 4X6 BRACE (TYP) - ONLY AT END POST
ONE BRACE AT END POSTS CONDITION.
DECKING PER
ARCH.
2x BLKG
V518'
PT 2X12 STRINGERSAT 18' O.C. MAX
LSC 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