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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)
This bulletin provides response to RFI's, design clarifications and/or variation requests for the
'South project located inTigard, 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.
follows:The affected lots and plan types are as
Lot 1R (Plan 4829OOE)
Lot 10 (Plan 4O75A> GIN
Lot 38 (Plan 4U75BR\
Lot 3S (Plan 4O75AR) GON
Lot 40 (Plan 4830A> 12,
Lot 41 (Plan` ' 05/24/2022
Lot 42 (Plan 4075A>
CALL WITH ANY QUESTIONS
Issued by: Arnold R. Solomon -Date:-MaV 24, 2022
Contact Information:
Dennis Gaudreault Tavlor Morrison
Frank Sandoval Tayl r Morrison
Sam Scott Taylor Morrison
Amy Russell Taylor Morrison
Elizabeth Erlandson Milbrandt Architects
wA21o7uSouth River Terra mgou|let|nsQ1o782ouu.no.u*_oTu1-Plans 4nno 4075.48e900_aupp|omema|ooum.doo
Structural Engineers
CT-01 BULLETIN CT-01.2
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4075 FOUNDATION PLAN
CT-01 BULLETIN CT-01.4
I—AST
GAP 1/8'MIN.
(3)0.113x2 1/2'BOX NAILS
rz _
CLINCHED
3/4' WEB FILLERTICHT
3/4'WEB FILLER
WEB FILLER ATTACHMENT
SEE ARCHITECTURAL MANUFACTURED RAIL
FOR ALL FLASHING SYSTEM AND
DETAILS CONNECTION DESIGN
BY OTHERS
—JOIST W/WEB FILLERS
DECK JOISTS PER PLAN
P.T. 1X6 DIAGONAL BRACE
W/(3)8d EA. JST.
I
1
I
- _ J
1
N
JOIST BLOCKING AT 6 DfEET MAX O.C.
(2)0.228"DIA.Ledgertok 4.
FASTENERS W/1-MIN.
PENETRATION TO RIM AT
16'O.C. STAGGERED
T 2X LEDGER EAM PER PLAN
SQUARE POST TO MATCH
PROVIDE D1T2Z ASSY. AT BEAM WIDTH
8 FEET MAX O.C. NOS' BEAM TO POST W/PC
LOCATE ASSY.WITHIN 2 bedper ICCFESR 078 hall POST CAP
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.
`r
�—(3)0.113x2 1/2'BOX NAILS
CLINCHED
3/4' WEB FILLER
TIGHT
3/4'WEB FILLER
WEB FILLER ATTACHMENT
SEE�AICHITECTURA]L MANUFACTURED RAIL
EOR LASHING SYSTEM AND
DETACONNECTION DESIGN
BY OTHERS
I—JOIST BLKG W/WEB FILLERS
DECK JOISTS PER PLAN
P.T. 1X6 DIAGONAL BRACE
W/(3)8d EA.JST.
o-
N
I
1
- fl
61
1
N
JOIST BLOCKING AT DEET MAX O.C.
(2)0.228'DIA. LedgerLok
FASTENERS W/2'MIN.
PENETRATION TO RIM AT
16'O.C.STAGGERED
PT 2X LEDGER BEAM PER PLAN
SQUARE POST TO MATCH
TH
PROVIDE OTT2Z ASSTO P
Y. AT NOTE: BEAM
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
r'
I—JOIST PARALLEL
SCALE: 3/4' = V—O'
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.
i i-iii-►I 1=I L
°
�a
00
8"
SCALE: 3/4" = 1'-0t# 1'-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: PROVIDE
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
v7.
r5/8- DIA
PT 2X12 STRINGERSAT 18' O.C. MAXLSC STRINGER TO RIM
LT OR STRINGER TO DECK
(CTRSNK)
. . LAN
(MAX. HEIGHT= 10'-0')
TALL POST BRACING
SCALE: 3/4' = 1'-0'
TYPICAL DECK BRACING