Report (2) . �
INC /mNickerson St.
Suite 302
LP ���
�� ' i &`_�, Seattle,wxox|m
(206)285-4512(V)
(206)285-0618(F)
. mvmmvn@cteo:ioec,inu»om
�
��U UK U ��7FU�oBU!LO|�� �y.'|?|OW
����u~u~u~ u o��
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 River Terrace' 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 18 (Plan 4829O0B>
ID
Lot 19 (Plan 4U75A)
Lot 38 (Plan 4O758R>
Lot 3S (Plan 4075AR\ Go
Lot 40 (Plan 4036A) 12,
Lot 41 (Plan` ' 05/24/2022
Lot 42 /P|uD 4075A\
j 12
WSED
orl k ' �I��*�-��' u"�-��*-\\�'�� -
CALL WITH ANY QUESTIONS
Issued by: Arnold R. Solomon Date: May 24, 2022
Contact Information:
Dennis Gaudreault Tavlor Morrison
Frank Sandoval Taylor Morrison
Sam Scott Taylor Morrison
Amy Russell Tavlor Morrison
Elizabeth Erlandson Milbrandt Architects
NA21078 South River Terra ce\Bulletins\21 0782022.05.24CT01-Plans 4036,4075,482900-supplemental Decks.doc
Structural Engineers
r
CT-01 BULLETIN CT-01.2
0 w,n aeu��tw rvv r� ��evwu��ry ti-s�ots
_ _
� _
ia:A
I 1..-
nv j
1 1 J a ) 1
s1FP Iq 9
......ry ...
r woo ,p rr '.•"
_. o,o�w
L i
k >,Yn.
z-
1
1
I
I �
I I I
1 1
I I I 1 I
i
I I
I 1
l 1 T 6 ! I
s<
1 _V,coNC.SLAB
I I 1 LL 1
y
CONC I71
v
1
1 � I
o sea :tt
4
CIT)
4075 FOUNDATION PLAN
CT-01 BULLETIN CT-01.4
I—JOIST
GAP 1/8"MIN.
(3)0.113x2 1/2'BOX NAILS
r
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 W/WEB FILLERS
DECK JOISTS PER PLAN
P.T. 1X6 DIAGONAL BRACE
W/ 3)8d EA. JST.
I
I
1
I
N
JOIST BLOCKING PROVIDE
DEET MAX O.C.
9
(2)0.228'DIA.Led9erLok
FASTENERS W/2'MIN.
PENETRATION TO RIM AT
16'O.C.STAGGERED
PT 2X LEDGER BEAM PER PLAN
SQUARE POST TO MATCH
RONDE DTT2Z ASSY. AT BEAM WIDTH
B FEET MAX O.C. NOS' BEAM TO POST W/PC
LOCATE ASSY. WITHIN 2 bedp�ICCFESR 10 B hall POST CAP
FEET OF EACH END OF
DECK
I—JOIST PERPENDICULAR
SCALE: 3/4'= 1'-0'
TYPICAL DECK DETAILS
. r
CT-01 BULLETIN CT-01.5
I—JOIST
GAP 1/8'MIN.
�—(3)0.113x2 1/2"BOX NAILS
CLINCHED
3/4' WEB FILLER
71GHT
3/4'WEB FILLER
WEB FILLER ATTACHMENT
SEE ARCHITECTURAL MANUFACTURED RAIL
FOR ALL FLASHING SYSTEM AND
DETAILS CONNECTION DESIGN
BY OTHERS
I—JOIST BLXG W/WEB FILLERS
DECK JOISTS PER PLAN
P.T. 1X6 DIAGONAL BRACE
W/(3)8d EA. JST.
a
N �(�
I
I
- f I
I
- - J
I
N
JOIST BLOCKING PRO6 DEET MAX O.C.
4
(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
BEAM WIDTH
PROVIDE DTT2Z ASSY. AT NOTE: BEAM TO POST W/PC
8 FEET MAX O.C. Led9erLok Fasteners
ESR-1078 hull POST CAP
LOCATE ASSY. W1THIN 2 P
FEET OF EACH END OF
DECK
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.
,iillliillll�IIf=11
— 11.=III
Z I�:IIIII
41.
LID
;II
a
0o
8..
SCALE: 3/4" = V-0"
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
r5/8- DIA
PT 2X12 STRINGERSAT 18" O.C. MAX
LSC 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