Plans (3) CT-07 BULLETIN CT-07.1
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MH 2S Triplex (A) FOUNDATION FLAN
CT-07 BULLETIN CT-07.2
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MH 2S Triplex(A) I°wer Level Floor Klan
CT-07 BULLETIN CT-07.3
MAIN FLOOR WALL
NOTE: ALL EXTERIOR PONY WALLS
SHALL BE SHEATHED AND NAILED • - y
THE SAME AS THE MAIN FLOOR I I
SHEARWALLS DIRECTLY ABOVE
HOLDOWN PER PLAN
\ MST STRAP PER PLAN AT INSIDE
FACE OF STUDS
FINISH GRADE EXTERIOR PONY WALL
-
(SEE 5/S6.0 AND BEARING WALL
y \ III SCHEDULE NOTE #6)
11 =111 II 1 �J
I.II11 • •
1 SEE 7/S6.0 FOR REINF.
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ni in in—iTi
8"
SCALE: 3/4" = 1'-0" 1 -4
HOLDOWN AT EXTERIOR PONY WALL
CT-07 BULLETIN CT-07.4
MAIN FLOOR WALL
NOTE: ALL EXTERIOR PONY WALLS \`.
SHALL BE SHEATHED AND NAILED
THE SAME AS THE MAIN FLOOR r-L
SHEARWALLS DIRECTLY ABOVE
z
FINISH GRADE mA,
lit
EXTERIOR PONY WALL
\ \ _ 114. (SEE 5/S6.0 AND BEARING WALL
=iiI IEFFFET . i 1 SCHEDULE NOTE #6)
111=111=III=, L at °i
IICO i SEE 7/56.0 FOR REINF.
U ° J ° a
00 _ �
\ \ �\ 717 —II1=
8"/ 1 4, /
SCALE: 3/4" = 1'-0" / /
EXTERIOR PONY WALL
CT-07 BULLETIN CT-07.5
—JOIST W/WEB FILLERS
I—JOIST
:ECK JOISTS PER PLAN
P.T.1X6 DIAGONAL BRACE I GAP I/8"MIN.
W/(3)8d EA.JST. I
AI_ I
�� i,P ' 1•111 CLINCHED
<w ilw. N Yi!' 3 0.113s2 1/2"BOX NAILS
wmllij r •,,,' 3/4"NEB FILLER
��r 1v
' TIGHT
JOIST BLOCKING !_, 'ROVIDE DTT2Z � 1
►—
INIM
( � AT 6 FEET MAX O.C. 3/4'WEB FILLER
I
0.228"
PT 2X LEDGER
FASTENERS WI/2"MINLok
PENETRATION TO RIM AT WEB FILLER ATTACHMENT
16"O.C. STAGGERED
BEAM PER PLAN
SQUARE POST TO MATCH
'ROYIDE DTT2Z ASS'Y.AT NOTE; BEAM MOTH
8 FEET MAX O.C. LedgerLok Fasteners shall [{A BEAM TO POST W/PC
LOCATE ASS"Y. WITHIN 2 be per ICC ESR-1076 iC POST CAP
FEET OF EACH END OF MANUFACTURED RAIL
DECK SEE ARCHITECTURAL STSIEM AND
FOR ALL FLASHING
DETAILS CONNECTION DESIGN
BY OTHERS
SCALE: 3/4'= 1'-0"
I—JOIST PERPENDICULAR
TYPICAL DECK DETAILS
CT-07 BULLETIN CT-07.6
I-JOIST BLKG W/WEB FILLERS I-JOIST
DECK JOISTS PER PLAN
P.T.1X6 DIAGONAL BRACE GAP 1/8" MIN.
Piil� _ W� IIIII (3)0.113x2 1/2"BOX NAILS
II <. �IMMIIA �, am—TT"x,� 1 I I LUNCHED
i..w aa!-i\ •"„ 3/4"WEB FILLER
�r
►=�i. `" TIGHT
JOIST BLOCKING 41 PRONOE DTT2Z ����
( d� AT 6 FEET MAX O.C. 3/4"WEB FILLERFASTS ERS WI/2'MIN.
PENETRATION TO RIM AT
16"O.C.STAGGEREDPI
WEB FILLER ATTACHMENT
PT 2X LEDGER H
BEAM PER PLAN
SQUARE POST TO MATCH
10111
RONDE DTT2Z ASSY. AT NOTE BEAM TOP8 FEET MAX O.C. LedgerLok Fasteners shall P�CAPOST W/PC
LOCATE ASSY.W THIN 2 be per ICC ESR-1078
FEET CF EACH END OF SEE ARCHITECTURAL MANUFACTURED RAIL
DECK FOR ALL FLASHING SYSTEM AND
DETAILS CONNECTION DESIGN
BY OTHERS
SCALE: 3/4"= I-JOIST PARALLEL TYPICAL DECK DETAILS
CT-07 BULLETIN CT-07.7
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
irripirma.
rimmi
PT 2X12 STRINGERS
AT 18" O.C. MAX
N LSC STRINGER TO RIM
"iv
G BOLT OR STRINGER TO DECK
BOLT (CTRSNK)
P.T. POST PER PLAN
(MAX. HEIGHT = 10'-0")
TALL POST BRACING
SCALE: 3/4" =
TYPICAL DECK BRACING
CT118
ENGINEERING
I N C 180 Nickerson St,
Suite 302
Seattle,WA 98109
(206)285-4512(V)
(206)285-0618(F)
asolomonC.ctengineering.corn
BULLETIN
Date: January 4, 2023 Number: CT-10 Project#: 20207
Project Name: River Terrace Area IV Attached: None
Subject: MH 2S Triplex A—Lot 178 (Updated Plans)
Drawings Affected:
Description/Action:
This bulletin provides response to RFI's, design clarifications and/or variation requests for the `River
Terrace Area IV' project located in Tigard, Oregon.
Per our discussion with Taylor Morrison, it's our understanding that for the multiplex type noted
above, an updated approved set of plans have been issued. This updated set of plans (which
contain various revisions including window changes to Unit ADU-1) supersedes the permitted set of
plans for this specific lot and shall be used for construction.
I NE
�c���•C, OG
toAraYA
►' ON
01/04/2023
CALL WITH ANY QUESTIONS •
Issued by: Arnold R. Solomon Date: Jan. 4, 2023
Distribution:
Contact Information:
Dennis Gaudreault Taylor Morrison
Frank Sandoval Taylor Morrison
Chris Roberts Taylor Morrison
Amy Russell Taylor Morrison
Elizabeth Erlandson Milbrandt Architects
M:120207 River Terrace 2S Triplex,TU Triplex,DL Triplex\CONSTRUCTION\Bulletins120207_2023.01.04_CT10 MH 2S Triplex A_Lot
178(Updated Plans).doc
Structural Engineers
.r
CT ENGINEERING
I N C 180 Nickerson St.
Suite 302
Seattle,WA 98109
(206)285-4512(V)
(206)285-0618(F)
asolomon@ctengineering.com
BULLETIN
Date: December 29, 2022 Number: CT-09 Project#: 20207
Project Name: River Terrace Area IV Attached: CT-09.1
Subject: MH 2S Triplex A—Bldg 178 (Drilled Holes in Beams)
Drawings Affected: Sheet F3 (Upper Level Floor Framing Plan)
Description/Action:
This bulletin provides response to RFI's, design clarifications and/or variation requests for the 'River
Terrace Area IV' project located in Tigard, Oregon.
Per our discussion with Taylor Morrison, it's our understanding that for the multiplex type noted
above, 1-1/8" diameter holes were drilled at mid-depth of four different 14" deep flush beams. See
attached page CT-09.1 (provided by Taylor Morrison) which shows the affected beams & hole
locations.
Based on our review of the plans & structural calculations, the affected beams are ok as shown. No
fix/repair is required.
PRopA
Nk �9 I NE- _�
Lai
CC
ti ON
p p<
12/29/2022
CALL WITH ANY QUESTIONS
Issued by: Arnold R. Solomon Date: Dec. 29, 2022
Distribution:
Contact Information:
Dennis Gaudreault Taylor Morrison
Frank Sandoval Taylor Morrison
Chris Roberts Taylor Morrison
Amy Russell Taylor Morrison
Elizabeth Erlandson Milbrandt Architects
M:120207 River Terrace 2S Triplex,TU Triplex,DL Triplex\CONSTRUCTION1Bulletins120207_2022.12.29 CTO9 MH 2S Triplex A_Bldg
178(Drilled Holes in Beams).doc
Structural Engineers
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