20080707125137.pdfEagle Eye Consulting Engineers, P.S.
PO Box 523
01alla, WA 98359
hoAeter@centurytel.net
360 874 0562
Fax 360 874 0591
To: Marie Harrison
1215"' Ave N
Gig Harbor, WA 98020
Re: Busby Residence
9508 235'x' Place SW
Edmonds, WA 98020
Plan Review # 2008-0483 EECE # EDM 08-57
PIan review number 01
Structure
Area S.F.
Existing Lower Floor
656
New Lower Floor
300
Existing Main Floor
1300
New Main Floor
300
Total
2556
xisting Gars e
519
Total
3075
New Deck
164
Grand total
3239
The above referenced project is in the process of plan review for compliance with
Edmonds ordinances and applicable codes. The following comments,
deficiencies/corrections must be addressed prior to completion of plans review and
subsequent issuance of permits.
Provide revised plans and calculations along with a written response to each of the items
listed below to facilitate a shorter back -check time.
SCOPE OF REVIEW
The scope of this review is for the Structural, Ordinance, V&IAQC, Energy requirements
of this project.
All features were checked only to the extent allowed by the submittals provided. All
portions of this project are assumed to meet or will meet other departmental requirements,
conditions and concerns before permit approval.
Page 2of3
Plan. Review Number 01
EECE#: EDM 08-57
Busby Residence
2048-4483
ORDINANCE COMMENTS
Sheet A4 Lower Floor Plan and Main Floor Plan
1. AOR please specify the hot water tanks shall be strapped to resist lateral
displacement as required per M1307.2.
STRUCTURAL COMMENTS
General
2_ Please note on the drawing that the bottom chord of the truss shall be design fro a
live load of 20 psf. IBC table 1607.1 and IRC table 8301.
Sheet A2 General Notes
3. Please note the plate washer shall be a minimum 3 x 3 x .229" at all anchor bolts.
The drawings state 2x2x3f16. R602.11.1. and IBC 2305.3.11
4. Please update the lumber strengths to the adopted code. For example, the shear
stresses are not correct. Please modify accordingly.
Sheet A4 Lower Floor Plan and Main Floor Plan
5. Please note the required shear wall at the northeast side of the bedroom 4 and 5 on
the lower floor.
Sheet A5 Main Floor Framing Plan and Roof Framing Plan
6. Please specify the required post to beam connections of beam l to the post at the
corner of the kitchen.
7. Please provide a deck rail detail where the 2x10 joist are parallel to the guard.
Detail 3 is only where the joist are perpendicular-
8.
erpendicular
8. Please provide analysis or the (2) 318" lag bolts @ 16" OIC. Per check analysis the
3/8" lag with 2x101edger appears will not support the required design loads when
all reduction are accounted for. NDS table I IJ and NDS 11.3
Sheet S 1 Shear Wall Schedule, Structural Notes, Details
9. Detail 2: Toenailing cannot be used to resist more then 150 plf. Based off the plan
this forces will be exceeded. Please modify accordingly. IBC 2305.1 A
VENTILATION AND INDOOR AIR QUALITY CONTROL COMMENTS
Page 3 of 3
Plan Review Number 01
EECE#: EDM 08-57
Busby Residence
2008-0483
Sheet A4 Lower Floor Plan and Main Floor Plan
10. Please clarify how the dryer will be vented to the out side. The duct must not
terminate with -in 3 feet of any opening. In addition, the maximum length shall not
exceed 25 feet. M1502.2 and M1502.6
ENERGY COMMENTS
Prescriptive method used.
No comment at this time.
Additional corrections may be required following receipt of corrections and additional
information as requested.
Your plans are being reviewed concurrently with the Building Department, Fire
Department, Zoning Department and Public Works Engineering. Changes, clarifications
or additional corrections may be required subsequent to the Building Department plan
review when comments are received from the other concerned departments.
Should you have any inquiries regarding this letter, please contact Hoyt Jeter at (360) 874-
0562 between 8:00 a.m. and 5:00 p.m.
Hoyt Jeter, P.E.
President