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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)
Description/Action:
This bulletin provides response to RFI's, design clarifications and/or variation requests for the
'South 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 4U75Aand 4O75Binclude both the standard and ^reveroe^
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 1O (Plan 4O280OB\
Lot 1S (Plan 4D76A\
Lot 3O (Plan 4U75BR) Of
Lot 3S (Plan 4O75AR)
10
Lot 4O (Plan 4O38A)
Lot 41 (Plan` ' 05/2/1/2022
Lot 42 (Plan 4075A\
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 Taylor Morrison
Elizabeth Erlandson Milbrandt Architects
wA21o7oSouth River Ten000\Bu|mmnom1o78-2nucoo.c4_nTo1-Plans*mm.*o7s.4oueoo_aunp|omvntalonuxu.goo
Structural Engineers
CT-01 BULLETIN CT-01.3
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4036 FOUNDATION PLAN
CT-01 BULLETIN CT-01.4
I—JOIST
GAP 1/8"MIN.
�—(3)0.113x2 1/2'BOX NAILS
CLINCHED3/4'WEB FILLER
TIGHT
3/4'WEB FILLER
WEB FILLER ATTACHMENT
SEE ARCHITECTURAL MANUFACTURED RAIL
FOR ALL FLASHING SYSTEM AND
DETAILS CONNECTION DESIGN
BY OTHERS
—JOIST W/WEB FILLERS
DECK JOISTS PER PLAN
�NVP.T. 1X6 DIAGONAL BRACE
W/(3) 8d EA. JST.
i
i
N
JOIST BLOCKING --PROVIDE DTT2Z
AT 6 FEET MAX O.C.
4
(2)0.228"DIA.Ledgerlok
FASTENERS W/2'MIN.
�4
PENETRATON TO RIM AT
16'O.C.STAGGERED
T 2X LEDGER EAM PER PLAN
SQUARE POST TO MATCH
ZROVIDE DTT2Z ASSY. AT BEAM WIDTH
NOTE: BEAM TO POST W PC
8 FEET MAX O.C. LedgerLok Fasteners sholl POST CAP /
LOCATE ASSY. WITHIN 2 be per ICC ESR-1078
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
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 BLKG W/WEB FILLERS
DECK JOISTS PER PLAN
P.T. 1X6 DIAGONAL BRACE
W/(3)Bd EA. JST.
a
N �
I
I
I
- J
JOIST BLOCKING ROVIDE DTT2Z
AT 6 FEET MAX O.C.
�W0.228'DIA.LedgerLok
ENERS W/2'MIN.
PENETRATION TO RIM AT
16'D.C.STAGGERED
PBEAM PER PLAN
T 2X LEDGER
SQUARE POST TO MATCH
PROVIDE OTT2Z ASSY.AT NOTE: BEAM WIDTH
8 FEET MAX O.C. LedgerLok Fasteners shall POS'CAP W/POST W/PC
LOCATE ASSY.WITHIN 2 be per ICC ESR-1078
FEET OF EACH END OF
DECK
]-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 STRAPPER PLAN
AT INSIDE FACE OF STUDS
z
FINISH GRADE II. SEE 5/S6.0 AND BEARING WALL
„( SCHEDULE NOTE #6.
TTI
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111-1�IT_I-
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Ja
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8"
SCALE: 3/4" = l'-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
1 PT 2X12 STRINGERS
1 AT 18' O.C. MAX
LSC STRINGER TO RIM
5/8' DIA LAG BOLT OR STRINGER TO DECK
5/8' THRU BOLT (CTRSNK)
P.T. POST PER PLAN
(MAX. HEIGHT= 10'-0')
TALL POST BRACING
SCALE: 3/4' = 1'-0'
TYPICAL DECK BRACING