Plans (26) OFFICE COPY
C T ENGINEERING
180 Nickerson St.
INC
Suite 302
Seattle,WA 98109
JUL 11 '/C1113
(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 't I,;gar a
Approverdlt`I,..:�•r
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FA Ili�REG�iNA,REVISION Loir
22 <c<c/
.4FS T. C70\
07/06/2016
CALL WITH ANY QUESTIONS
Issued by: Arnold R. Solomon Date: July 6,2016
Distribution:
Contact Information:
Chris Walther Polygon Northwest Company
Angela Graiewski 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
CT ENGINEERING 180 Nickerson St.
302
I N C Seattle,WA
Trvtn leniACE SF Date: 98109
Project: (206)285-9512
T rnx:
Client: Page Number: c - 61.' (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" 61/4"
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" 91/2"
CALL WITH ANY QUESTIONS
Issued by: Arnold R. Solomon Date: June 13, 2016
Distribution:
Contact Information:
Chris Walther Polygon
Angela Graiewski 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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SHEARWALL NOTES m' ;/ n _ ,� 2Y' �,� � z
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SHEAR WALL WITH FORCE TRANSFER ___1�AX9lfAVL___.., I ___IYJ�$Yt_LYL_
A�Oe� AROUND WINDOWS. SEE 8/51.2 FOR —���---'��� -H
DETAILS n '
HD HOLDOWN TYPE-SEE 10/51.2 FOR SCHEDULE . , . i.
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n ' I- 1 I 3Yi'CONC. SLAB
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. SHEAR WALL-INDICATES EXTENT OF SHEAR WALL ' I
57X014 ' , 5111014 57}1014-0/ , " W
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SHEAR WALLS REQUIRE PLYWOOD,IT SHALL BE APPLIED TO 510E OF _ dal
STUD WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. y., ZX1 I • 1 -0' '., 2X1 Y ® ! %,,,
SOME PLYWOOD SHEAR WALLS MAY REQUIRE 3 x 4 STUDS SEE SHEAR ! '® -I ® .1 L C
WALL SCHEDULE SHEET 51.1. n n r ___ 6x6 m L �'
SHEAR WALLS CALLED OUT ON THE PLANS SHALL EXTEND TO THE 6x6 POST 6x6 POST THICKENED 6x6 POST
��>—_____—_____� ��1_—__—_—__SLAB EDGE 10.
TTT POST
PERIMETER FOUNDATION WALL. �. / / ---- -------�-- - r Q
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TV. 1 0 TYp16 � ® -B• TOP OF SLAB, 5'-p• im 0 C 0
FOUNDATION NOTES > o
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SEE STRUCTURAL SHEET 51.0 FOR AFLOOR SHEATHING HANGERS NOTED ARE SIMPSON STRONG-TIE. D a to
LL
NAILING AND OTHER PERTINENT STRUCTURAL INFORMATION.
L E G E N D ON FOUNDATION WALLS: FOR'PIPE-1.-(PLYWOOD) PLAN 26106 FOUNDATION PLAN PLAN 26106 FOUNDATION PLAN O1
ALL PONY WALLS IN CRAWL SPACE ARE 2x4 STUDS SHEAR WALLS PROVIDE AN EXTRA ANCHOR BOLT EACH m f- Z
y.,J g9Tf Ti. 110 0 19.2'OC UNLESS NOTED UNLESS NOTED. T/4'-T'-0' ENGLISH REVIVAL 1/4'-1'-0' AMERICAN MODERN FRAMING CONTRACTOR SHALL
/y SIDE OF VENT.
VERIFY HOEDOWN LOCATORS PRIOR C C
ENHANCED CONDMON TO POURING FOUNDATION. C 0
SHEAR WALL TAGS AT FOUNDATION WALLS ARE FOR PROVIDE 4•PERFORATED FOOTING DRAINS AT PERIMETER O lQ C
PLATE ANCHOR PLACEMENT. SEE SHEAR WALL SCHEDULE OF ALL BUILDINGS }}��
11111.1111 SHEAR WALL-SEE NOTES ON THIS SHEET FOR SPACING. V`/d
FB FLUSH BEAM STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING- PLAN 2610 CRAW.SPACE VENTING: o ^Q70
WHERE SHEAR(PONY)WALLS IN CRAWL SPACE REQUIRE SEE 4,5/56.0. REQUIRED: 780 SF/150=5.2 SF=749 SQ.IN.
HDR HEADER-SEE 51.0 FOR LUMBER VALUES PLYWOOD. IT MUST BE APPLIED TO THE SIDE OF STUD PROVIDED: 797.5 50.IN.-11 VENTS•72.5 SO.IN. 0 a
WALL WITH THE SYMBOL. SOME PLYWOOD SHEAR WALLS CRAWLSPACE VENTS PROVIDE 72.5 S0.IN.NET FREE AREA LOCATE VENTS NITIHIN 36'MAX.OF CRAWLSPACE - /�
MAY REQUIRE 3x4 STUDS. SEE SHEAR WALL SCHEDULE PER OPENING CORNER.UNLESS NOTED. SEE D1 CRAWLSPACE NOTE n Ti.
\I CRAWLSPACE VENT ON SHEET 51.1. FOR GROUND COVER INFO.
DOWNSPOUT: PROVIDE TIGHT UNE&RISER BOOT
ALL WOOD IN CONTACT WITH CONCRETE OR EARTH SHALL CONCRETE FOUNDATION WALLS ARE 8'THICK UNLESS
I
+37•I- ELEVATION AT TOP OF CONCRETE BE PRESSURE-TREATED AND STAMPED BY AN APPROVED NOTED OTHERWISE.
AGENCY. ALL EXTERIOR COLUMNS.BEAMS AND f
JOISTS EXPOSED 70 THE WEATHER SHALL BE FINISHED SURFACE AROUND THE BURRING SHALL SLOPE 2 Joh No.: 15-03
FINISH SLAB ELEVATION AWAY NO LESS THAN 2JG FOR AT LEAST 5 FEET.
----- PRESSURE-TREATED.
®Q POST SIZE h NUMBER OF BUNDLED STU0S SEE SHEETS 59.0.&59.1 FOR TYPICAL WOOD FRAMING COVER CRAWL SPACE FLOOR WITH MIN.6 MIL POLYETHYLENE i Sheat No.:
DETAILS. VAPOR BARRIER. w C
ASDR �.�V
Sheet Order: i
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
•
Transmittal Letter N .
I 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439• www.tigard-or.gov
- DATE RECEIVED:
DEPT: BUILDING DIVISION j
lk 11 2016
elta Ci ra e kASV.)
FROM: ��(y�Q 1 . -),`-:,,",, f. ; :"��
J
COMPANY: W 1 t tO LOn*-� 1 , lc,
ONE: �(PC) ' l9"LS i �) B :i
aii
RE: PoC1Con at V`)e_sk e4,[ei,Ter(ack H 5s-�/4,-66,�4�
(Site Ad (Permit Number)
.
1 -73L T c PP°1.Q fr_Co 1 Lo!g,
(Project name or subdivision name and lot number) I
ATTACHED ARE THE FOLLOWING ITEMS:
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: j tinb_,.._,,,L4---c-,..,--_-___ o-.-�,o
fkrtAK,fi
4 �. w,.,e, "1,
- -xat° , 4 ,rias .6..ir. T rJ-itt A't4,,,,.,;,' ': .r '4'2:7-,
Routed to Pe it Technician: Date: "7- ) Z- ) ,‘" Initials:
Fees Due: tli Yes ❑No Fee Description: Amount Due:
:g 1
: . . $
:?.-ht-'.` ,: -e,-27 .,b ,.. at h4, $
Special
Instructions:
Reprint Permit(per PE): 1 ❑ Yes FNo [j]Done
Applicant Notified: -/ Date: /y// '/`T,f-i L Initial
I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012