Report (3) CT
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BULLETIN, ,l
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�RUCTURy�
PRpF
Lot 19 (Plan 4075A) �,�F.��9 I NF
Lot 38 (Plan 4075BR)
Lot 39 (Plan 4075AR) GON
.�1
Lot 40 (Plan 4036A) 9 F
Lot 41 (Plan 4075B) 05/24/2022
Lot 42 (Plan 4075A)
CALL WITH ANY QUESTIONS
Issued by: Arnold R. Solomon Date: May 24, 2022
Distribution:
Contact Information:
Dennis Gaudreault Taylor 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-01.1
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36'
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482900 FOUNDATION PLAN
CT-01 BULLETIN CT-01.4
I—JOIST
GAP 1/8'MIN.
(3)0.113x2 1/2'BOX NAILS
r
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 W/WEB FILLERS
DECK JOISTS PER PLAN
P.T. 1X6 DIAGONAL BRACE
W/(3)8d EA. JST.
< NI I1/h
1
I
I
N
JOIST BLOCKING AT DEET MAX O.C.
v,
(2)0.228'DIA.LedgerLok
FASTENERS W/2' MIN.
PENETRATION TO RIM AT
16'O.C. STAGGERED
X--BEAM PER PLAN
T 2X LEDGER
SQUARE POST TO MATCH
PROVIDE DTT2Z__ASSY. AT BEAM WIDTH
8 FEET MAX O.C. NOTE. BEAM TO POST W/PC
LOCATE ASSY. WITHIN 2 bedper ICCFESR 10 8 hallLt I
POST CAP
FEET OF EACH END OF
DECK
;II
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
CLINCHED
3/4"WEB FILLER
TIGHT
z 71
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.
a
N `lr
I
- pl
I
_ J
I
N
JOIST BLOCKING PROVIDE DTT2Z
AT 6 FEET MAX O.C.
(2)0.228"DIA. LedgerLok
f ASIENERS W/2"MIN.
PENETRATION TO RIM AT
16'O.C. STAGGERED
PT 2X LEDGER BEAM PER PLAN
SQUARE POST TO MATCH
NOTE: BEAM WIDTH
PROVIDE DTT2Z ASSY. AT 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
Ili
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
I,I( SCHEDULE NOTE #6.
=1 I I-1T-1=11=1
L_T
. 41
IA
c ° I
co
M Q.
IIII IIIIIIIIIII II 11
8.,
SCALE: 3/4" = 1'-0"
HOLDOWN AT EXTERIOR PONY WALL
CT-01 BULLETIN CT-01.7
POST BRACING FOR 5/8' DIA X 6 1/2' LAG BOLT
POSTS EXCEEDING 7 (CTRSNK) - (TYP) NOTE: PROVIDE
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. 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