Plans (124) OFFICE COPY
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AHERMAN
S 1
ENGINEERING — ) V 9 g a. V / C 3151 NE SANDY vD.,SorrE 100
Pox ,OR 97232
INC PHONE( 03)230-8876
SHERMAN GINEERS.COM
MEMORANDUM
To: Mr. Darrin Krause RECEIVED
Westwood Homes
12118 NW Blackhawk Dr. FEB 7 201$ P
Portland, OR 97229 4ti tit**
CITY OF TIGARD w 1S6 '�
BUILDING DIVISION P
Date: February 6, 2018 iw
From: James Meese 1'tb '� p'
itv
Associate A/p SHF+
EXPIRES: 6130/ ,
RE: Sherman Engineering Project#16-MS.IN-02-266
Viewcrest–Lot 19(20)
We are writing to inform you of our recommendations for structural changes to the
home listed above. As requested,we have been asked to review the issue that
foundation dimensions and architectural dimensions do not match related to the
garage depth. It appears that the 3'-2" dimension was placed directly on top of the
garage dimension. Unfortunately,this was not caught until concrete is poured, and
framing is underway.
At this point we recommend excavating and pouring a new foundation wall line 3'-2"
in front of the garage retaining wall, and tie into existing concrete with horizontal bar
dowels per detail SK2. Use the plan markups and SK1 information sketched for the
new concrete wall and footing. It is required to provide a new footing at the base of
the retaining wall footing to resist loads from a upper level beam point load at the
foundation. See SK1 for the profile of proposed foundation and the existing retaining
wall.
If you have any questions, please give us a call.
CC: Don Sherman, File–Westwood_020618(1) REVISION
City of Tigard
Appy .V3d Plans
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MATCH TYPICAL
PER D5, 2X6 JOISTS AT 24" O / HU
DOWEL HNGR EA END TO SILL PLATES -
HORIZ. INTO VERIFY THERE 15 NO VOIDS AT
WALLS PER ' SILLS, IF THERE 15 NOTIFY ENG.
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CLEARANCE
TO SOIL
4'-0" WIDF X h" DEEP GONGRFTF FOOTING W/(4) #4 E.W.
AT BOTTOM, CENTERED ON POST SHOWN ON PLANS DOWEL BARS
INTO EXISTING
W/5" EPDXY
• HOLES
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FND-55F-12O1 SCALE: I" = I'-O"
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t►4 x18"DOWELS IN 5"
DEEP HOLES AT ALL
NEW HORIZONTAL WALL COMPLETELY BLOW OUT HOLES
OR FOOTING BY INSERTING HOSE
REINFORCEMENT COMPRESSED AIR AT BOTTOM OF
HOLE FOR A MINIMUM OF 10
SECONDS AND SLOWLY DRAW
OUT TO REMOVE DUST.GLEAN
4a HOLE WITH WIRE BRUSH AND
-d— —' —' '► COMPLETE CYCLE TWO TIMES MIN.
FILL HOLE W/SIMPSON'SET-XP'
I • EPDXY AND INSERT DOWELS
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NEW FOOTING IN/DOWEL INTO T
EXISTING FOOTING
je NEW FOUNDATION EXIST. /
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FND —AT EXIST. FOUNDATION
FND-EXIST-0005 SCALE: I = 1-0
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
I \i r 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: 74i(v) DATE gEckIVE,D;
r:j 4 14
DEPT: BUILDING DIVISION
FEL?, 6 fl
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FROM: /I 11-74
7
COMPANY: 1,-2-gr:-.44/q-2i-1( 17-(24A- %
PHONE: —
-rP-7 I By
RE: /1)(y--(
(Site Address)
(Pemut Number)
ttitgrke or stiki*1 same and loil't&n)ber)
ATTACHED ARE THE FOLLOWING ITEMS:
Copies: I Description: I Copies: I Description:
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: 4/;',0,41(-9(.(7 1";714)Y14
FOR OFFICE USE ONLY
Routed to Permit T nician: Date: a. J Initials:
Fees Due: lkY No Fee Description: Amount 15 ue:
•
c Ate P1 t,v, $
Special
Instructions:
Reprint Permit(per PE): I 12 Yes I Ej Done
Applicant Notified: I Date: Initia ,
kBuildingWorms TransmittalLetter-Revisions doc 05/25/2012