Plans (25) CT ENGINEERING
INC 180 Nickerson St.
Suite 302
Seattle,WA 98109
(206)285-4512(V)
(206)285-0618(F)
asolomon@ctengineering.com
BULLETIN
Date: July 6,2016 Number:CT-07 Project#: 15238
Project Name: River Terrace SF Attached: CT-07.1
Subject: Raised Concrete Stem Wall (Lots 78-82)
Drawings Affected:
Description/Action:
This bulletin provides response to RFI, design clarifications and/or variation requests for the `River
Terrace SF' project located in Tigard, Oregon.
Per attached detail, see reinforcing and embedment requirements for raised existing concrete stem
wall.
City of Tigard
Approved �at� 0-p PROS*, 1
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OFFICE COP'YREM*
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REVISION 07/06/2016
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CALL
CALL WITH ANY QUESTIONS
Issued by: Arnold R. Solomon Date: July 6,2016
Distribution:
Contact Information:
Chris Walther Polygon Northwest Company
Angela Grajewski Polygon Northwest Company
Alexia Fukui Milbrandt Architects
R:\15238 River Terrace\Bulletins\15238_2016.07.06_CT07_Raised Concrete Stem Wall(Lots 78-82).doc
Structural Engineers
180 Nickerson St.
C T E N G I N E E R I N G Suite 302
I N C. Seattle,WA
C 98109
Project: P�V {1 �� 1 Aee f/ Date: (206)285-4512
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Client: Page Number: c—01.' (206)285-0618
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asolomon@ctengineering.com
06/13/2016
BULLETIN
Date: June 13,2016 Number:General Bulletin Project#: Multiple
Project Name: All Polygon Single and Multi-Family Projects Attached: None
Subject: Epoxy&Acrylic anchors for HDU holdowns—Oregon (All Jurisdictions)
Drawings Affected: Holdown Schedule
Description/Action:
This bulletin provides design clarifications and/or variation requests for all of the Polygon Homes single and
multi-family projects located in Oregon.
Holdown bolts may be set in drilled holes with either epoxy or acrylic anchoring adhesive per the table below.
For temperatures between 50 degrees and 110 degrees Fahrenheit, 'Simpson Strong-Tie SET-XP' Epoxy
Adhesive System may be used. For temperatures between 0 degrees and 70 degrees Fahrenheit, 'Simpson
Strong-Tie AT'Acrylic-Based Adhesive System may be used. Contact engineer for alternate products and
temperature ranges.
Note that STHD14 holdowns may be replaced with HDU5 holdowns unless noted otherwise by the engineer.
SET-XP AT-30 MIN.
HOLDOWN CL OF BOLT A307 ROD HOLE HOLE MIN. EDGE EMBED.
MODEL TO F.O.S. DIAMETER DIAMETER DIAMETER DISTANCE DEPTH
HDU2 1 5/16" 5/8" 3/4" 11/16" 1 3/4" 5 1/4"
HDU2 1 5/16" 5/8" 3/4" 11/16" 2 3/4" 4 3/4"
HDU4 1 5/16" 5/8" 3/4" 11/16" 1 3/4" 5 3/4"
HDU4 1 5/16" 5/8" 3/4" 11/16" 2 3/4" 5 1/2"
HDU5 1 5/16" 5/8" 3/4" 11/16" 1 3/4" 6 1/4"
HDU5 1 5/16" 5/8" 3/4" 11/16" 2 3/4" 5 3/4"
HDU8 1 3/8" 7/8" 1" 1" 1 3/4" 8"
HDU8 1 3/8" 7/8" 1" 1" 2 3/4" 7 1/2"
HDU11 1 3/8" 1" 1 1/8" 1 1/16" 2 3/4" 83/4"
HDU14 1 9/16" 1" 1 1/8" 1 1/16" 2 3/4" 9 1/2"
CALL WITH ANY QUESTIONS
Issued by: Arnold R. Solomon Date: June 13, 2016
Distribution:
Contact Information:
Chris Walther Polygon
Angela Grajewski Polygon
Alexia Fukui Milbrandt Architects
R:\15238 River Terrace\Bulletins\03180_General Bulletin_2016.06.13_Epoxy holdowns(Oregon-All Jurisdictions).doc
Structural Engineers
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VERIFY GARAGE SLAB HEIGHT y' �
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SHEARWALL NOTES [� t�t ®--� -19 — r2YI Z
Other?'.v I 1 f J ' Z
Pfi SHEAR WALL TYPE-SEE 14/S1.1 FOR NAILING ^-, - _- ...—m~>♦ ®1 i i �'i 1 X4 WOANLL I r ' STEM TOP OF BL -
0 SHEAR WALL WITH FORCE TRANSFER �� — L•J 6 r rri 9'-0' oo 4
AROUND.WANDOWS. SEE 8/51.2 FOR h+----,11— ` -T Y R"�9-fit r .0 I e 41. i n v
1-e J 1 SLOPE 115 r_J
O4—HD HOEDOWN TYPE-SEE 10/51.2 FOR SCHEDULE / I, x' ♦♦I I_7 y•I I '-11 1__ -{��,
ass= SHEAR WALL-INDICATES EXTENT OF SHEAR WALL ,--- -- -----'r--I ■ L - --J -C..-2J 3 •CONC. SLAB f n
}( L _J Tx
WHERE SHEAR WALLS REQUIRE PLYWOOD,IT SHALL BE APPLIED TO SIDE OF LI 1P3 = 2P3 I , W
THICKENED ♦a
STUD WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. HOUB 17'-0" a NOUB SLAB EDGE V «
SOME PLYWOOD SHEAR WALLS MAY REQUIRE 3 x 4 STUDS. SEE SHEAR -644"1 TOP OF SLABCU
CD fa
0.
WALL SCHEDULE SHEET 51.1. L
SHEAR WALLS CALLED OUT ON THE PLANS SHALL EXTEND TO THE E 0E
PERIMETER FOUNDATION WALL.
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FOUNDATION NOTES � � 9 t
SEE STRUCTURAL SHEET 51.0 FOR ALL FLOOR SHEATHING HANGERS NOTED ARE SIMPSON STRONG-TIE.
L E G E N NAIUNG AND OTHER PERTINENT STRUCTURAL INFORMATION.
ALL PONY WALLS IN CRAWL SPACE ARE 2x4 STUDS ON FOUNDATION WALLS: FOR TYPE'P'(PLYWOOD) PLAN 261 OD FOUNDATION PLAN R -0 0T 0
SHEAR WALLS PROVIDE AN EXTRA ANCHOR BOLT EACH 0) f• Z
UNLESS NOTED. SIDE OF VENT. I/4'-1'-0' - FRAMING CONTRACTOR SHALL
'9X4"Li 110 O 19.2.OC UNLESS NOTED FRENCH REVIVAL VERIFY HOEDOWN LOCATIONS PRIOR
SHEAR WALL TAGS AT FOUNDATION WALLS ARE FOR TO POURING FOUNDATION. C
PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE 13)PROVIDE 4-PERFORATED FOOTING DRAINS AT PERIMETER 0 63 0
SHEAR WALL-SEE NOTES ON THIS SHEET FOR SPACING OF ALL BUILDINGS. F.
FB FLUSH BEAM
WHERE SHEAR(PONY)WALLS IN CRAWL SPACE REQUIRE SEE 4,5/56.0.
STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING- PLAN 2610 CRAWL$PACE VENTING:
REQUIRED: 780 SF/150=5.2 SF=749 S0.IN. < 0
HDR HEADER-SEE S1.0 FOR LUMBER VALUES PLYWOOD. IT MUST BE APPLIED TO THE SIDE OF STUD PROVIDED: 797.5 50.IN.-11 VENTS O 72.5 SO.IN. - O Q,
WALL WITH THE SYMBOL SOME PLYWOOD SHEAR WALLS CRAWLSPACE VENTS PROVIDE 72.5 50.IN.NET FREE AREA
DOWNSPOUT: PROVIDE TIGHT LINE&RISER BOOT LOCATE VENTS WITHIN 36"MAX.OF CRAWLSPACE
MAY REQUIRE 3x4 STUDS. SEE SHEAR WALL SCHEDULE PER OPENING. CORNER,UNLESS NOTED. SEE 01 CRAWLSPACE NOTE ii
ON SHEET 51.1.
'�., CRANLSPACE VENT FOR GROUND COVER INFO.
ALL WOOD IN CONTACT WITH CONCRETE OR EARTH SHALL CONCRETE FOUNDATION WALLS ARE B-THICK UNLESS
I+33.1-• ELEVATION AT TOP OF CONCRETE BE PRESSURE-TREATED AND STAMPED BY AN APPROVED NOTED OTHERWISE.
AGENCY. ALL EXTERIOR COLUMNS,BEAMS AND FINISHED SURFACE AROUND THE BUILDING SHALL SLOPE
ism
FINISH SLAB ELEVATION JOISTS EXPOSED TO THE WEATHER SHALL BE AWAY NO LESS THAN 2S FOR AT LEAST 5 FEET. Job No. 15-03
PRESSURE-TREATED.
d Thee No.:
X POST SIZE&NUMBER OF BUNDLED STUDSCOVER CRAWL SPACE FLOOR M1TH MIN.6 NIL.POLYETHYLENE A6
OSEE SHEETS 59.0,&59.1 FOR TYPICAL WOOD FRAMING VAPOR BARRIER.
DETAILS.
Sheet Order: A S D
FOR OFFICE USE ONLY-SITE ADDRESS:
This form is recognized by most building departments in the Tri-County area for transmitting information.
Please complete this form when submitting information for plan review responses and revisions.
This form and the information it provides helps the review process and response to your project.
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
Tr n
La smittal Letter
III
i I 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439•www.tigard-or.gov
TO: - /''O YVt. DATE RECEIVED: ' '
DEPT: BUILDING DIVISION IA. 11 2016
L /� /‘ S
FROM: e�V,. 0 r� Q W.S
COMPANY: I�J i' UCCA �Qn4- 1,,,,
ONE: CQO - 6'1 Bx—''`_
RE: PoCt !�o n a- w�c-\ e_Avrev Ttr( 57 -D Q5�
(Site Ad sYj (Permit Number)
^ r I \ ► --.n
1.7.E 7s � , _ 6E 779'
an name or subdivision name auu I IIUIIIvvI) - j
ATTACHED ARE THE FOLLOWING ITEMS:
i, E' ��y1. 'e, =•5T fk. }`.kk b`h er`; -xt`-' 5 p
� '', ��* _.l ^"^� ;11-4.'71-1.!.,-: 15:&:=-;y ` �v ,§� ? AiJa
Additional set(s)of plans. Revisions:
Cross section(s)and details. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
Beam calculations. Engineer's calculations.
Other(explain):
REMARKS: r-H,,0 .____Wd6_,A,
Routed to Permit Technician: Date: 7- 1 a, - 1 Initials:
Fees Due: ►:1 Yes ❑No Fee Description: Amount Due:
l:"0, 3 1-1 r p1 c.h r q v;ew $ }-
" "4 10 * $
foip
$
Special
Instructions:
Reprint Permit(per PE): ❑ Yes 'No ❑Done
Applicant Notified:,rrr-r6— Date: &--/-1,9-7z-- 7//y/js Initials:A
I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012