Inspections for the day of: Tuesday, September 1, 2015.
Number of inspections: 9
Percentage of inspections complete: 100 %
Percentage of inspections not complete: 0 %
Contact Information
InspectorJim Storey
TitleBLD-COM/RES INSPECTOR
Phone #794-9490
Permit NumberDescriptionReceivedRequestedCompletedAM/PMDisposition 
BLD15-02594 BLD-Final8/31/20159/1/20159/2/2015 9:25:17 AMPNR
Phone #: ###-#### Inspection requested via web by Daniel Cook
BLD15-02145 BLD-Footing8/31/20159/1/20159/1/2015 4:03:23 PMPNR
Dane Phone #: ###-####
BLD15-02146 BLD-Footing8/31/20159/1/20159/1/2015 4:02:13 PMPNR
Dane Phone #: ###-####
BLD15-02148 BLD-Footing8/31/20159/1/20159/1/2015 4:01:16 PMPNR
Dane Phone #: ###-####
BLD15-03014 BLD-Final8/31/20159/1/20159/1/2015 4:00:08 PMADEFR
Danielle-please call with a meet time Phone #: ###-####JC Phone #: ###-####ending fire
BLD13-00191 BLD-Ceiling Grid Inspection9/1/20159/1/20159/1/2015 3:59:39 PMPNR
JC Phone #: ###-####
BLD15-01422 BLD-Energy code compliance9/1/20159/1/20159/1/2015 2:20:24 PMPPASS
Kelly Phone #: ###-####
BLD14-03081 BLD-Foundation8/31/20159/1/20159/1/2015 2:03:36 PMAPASS
Dane Phone #: ###-#### 7140 SW Fir Loop, Ste. 231 · Tigard, OR 97223
v: 503.620.4314 · f: 503.620.4304
www.allstructure.com
MEMORANDUM
TO: FROM:
Kevin Kelly Ryan Hardie
COMPANY: DATE:
owner 8/28/15
E-MAIL OR FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER:
1
PHONE NUMBER: PROJECT NUMBER:
13302.00
RE: PROJECT NAME:
Special Inspection Harris Ranch Mixed-Use
COPY:
File
NOTES/COMMENTS:

Kevin,
This memo follows up on our memo of 8.26.2015 regarding waiving special inspection of the
building foundation concrete. Per section 1705.3 of the building code, a condition of waiving
foundation for concrete is that the design of the footing is based on a specified compressive f'c no
greater than 2,500 psi regardless of the copressive strength specified in the construction
documents.
The original calculations had the foundation designed for 3,000 psi. Prior to the previous memo
recommending waiving special inspection, we checked the foundation design for 2,500 psi and
found it adequate as designed. Calculations are available upon request.
Please feel free to contact me if I can be of any further assistance.
Sincerely,
Ryan Hardie, PE, SE
Principal
DIGITAL SIGNATURE
BLD15-00746 BLD-Other9/1/20159/1/20159/1/2015 1:44:03 PMPPASS
Fire rated soffits - Rusty Phone #: ###-####