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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 AS (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 /P/an 482900EU OCT
Lot 18 (Plan 4075A) GIN
Lot 38 (Plan 4075BR)
Lot 3S (Plan 4075AR> GON
Lot 40 (Plan 4036A)
Lot 41 (Plan` ' 05/24/2022
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 TaVI r Morrison
Sam Scott TaVlor Morrison
Amy Russell Taylor Morrison
Elizabeth Erlandson Milbrandt Architects
mAu1nruSouth River Tor,000\ounonna\21n7a_zuz2onc4_oTo1-Plans 4ono.4o7n oozeno_oupn|omentu| oovka.uno
Structural Engineers
CT-01 BULLETIN CT-01.2
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4075 FOUNDATION PLAN
CT-01 BULLETIN CT-01.4
I—JOIST
GAP 1/8"MIN.
f—(3)0.113x2 1/2'BOX NAILS
LUNCHED
3/4' WEB FILLER
f � T1CHT
3/4'WEB FILLER
WEB FILLER ATTACHMENT
SEE ARCHITECTURAL =CONNEC�ON
FOR ALL FLASHING
DETAILS
I—JOIST W/WEB FILLERS
DECK JOISTS PER PLAN
P.T. 1X6 DIAGONAL BRACE
W/(3)8d EA. JST.
- -N
I
::rPR0ADEj'11DTT2Z
JOIST BLOCKING EEO.C.
9
M0.228'DIA.LedgerLok
TENERS W/2'MIN.
PENETRATION TO RIM AT
16"O.C.STAGGERED
T 2X LEDGEREAM PER PLAN
SQUARE POST TO MATCH
PROWE DTT2Z ASSY. AT NOTE: BEAM WIDTH
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
I
I—JOIST PERPENDICULAR
SCALE: 3/4"= 1'-0'
TYPICAL DECK DETAILS
CT-01 BULLETIN CT-01.5
]—JOIST
GAP 1/8'MIN.
(3)0.113x2 1/2'BOX NAILS
��—
3/4' WEB FILLER CLINCHED
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.
WIWII
1
_ - TLedgeitok
f1
I
JOIST BLOCKINGTTO6 DF1 MAX O.C.
2 0.228"DIA.PENETRATION/T16' O.C. STAGGEPT 2X LEDGER PER PLAN
RE POST TO MATCH
'MOTHPROVIDE DTT2Z ASSY. AT NOTE: TO POST W/PC
8 FEET MAX O.C. Led9erLok FastCAPLOCATE ASSY.WITHIN 2 PFEET 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 o, II. SEE 5/S6.0 AND BEARING WALL
SCHEDULE NOTE #6.
Z I—I I °1
:III I.
00
a
J a.
�a
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 STRINGERS
AT 18' O.C. MAX
N LSC STRINGER TO RIM
LT OR STRINGER TO DECK
(CTRSNK)
AN
(MAX. HEIGHT = 10'-0')
TALL POST BRACING
SCALE: 3/4' = 1'-0'
TYPICAL DECK BRACING