20130730150719346.pdfR
FLOOR
SPI.0 SITE PLAN
SS,
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ELED
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As part of the Building Permit Submittal
:R AS
NELSON GEOTECHNICAL ASSOC., INC.
OM OF
shall provide a disclosure letter, stamped
LAZING
and signed addressing the provisions of
THAN
ECDC 23.80 for geologically hazardous
BACK UP - INTCONNECTION
areas and include the following language:
1E
ENERGY INFORMATION- WALL
As part of the Building Permit Submittal
PLANE
J.C. MCDONNELL, ENGINEERING, PC
A5.2
shall provide a disclosure letter, stamped
3 SHALL
and signed addressing the provisions of
ECDC 23.80 for geologically hazardous
areas and include the following language:
LLOWS:
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e In her/his judgment the plans and specifications prepared by the structural engineer
cmform to the recommendations in the geoteelmleal report.
e That the risk of damage to the proposed development, or to adjacent properties, from soil
Instability will be minimized subject to the conditions set forth in the report and that the
Proposed development will not increase the potential for soil movement. Mtnimized shall
mean that the applicant has utilised best available science and commonly accepted
-.engineering and architectural practice to minimize, to the extent possible, the risks
.associated with development oftheproperty.
• The statement shall include, as a condition, an evaluation setting forth the statistical
probability (percentage) of earth movement within a 25 year period, the susceptibility of
the risk, or hazard to correction, by on-site improvements and the measures taken- to
- mitigate the risk or hazard.
• The geotechnical engineer shall review the erosion and sediment control plan and provide
a statement about the adequacy of the plan with respect to site conditions and report
findings.
• From the guidelines in the 2007 Landau Summary Report; an identification of landslide
hazards applicable to the site, the on-site measures taken to correct or reduce the hazards,
as applicable, and, measures taken to mitigate potential impacts from the remaining
hazards.
• For sites where the hazards are not mitigated or where the risks from deep-seated or
large-scale earth movement cannot be practically reduced by individual lot owners, the
statement shall identify what hazards could not be addressed by individual lot
development. The statement shall specify any risks from earth movement that are not
fully mitigated by design measures and render an opinion as to whether the site will be
stable within the meaning of the ordinance following installation of all proposed
improvements.
Further recommendations, signed and sealed by the geotechnical engineer, shall be provided should
there be additions or exceptions to the original recommendations based on the plans, site conditions or
other supporting data.
Mike Mitchell, Owner, Professional
Engineer of Mitchell Engineering, Inc.
Engineer of record :
The snuctmal engineer of record shall submit a disclosure letter or include a
drawings that includes the following language:
• That he/she has reviewed the geotechnical reports, understands its recommendations, has
explained or has had explained to the owner the risk of loss due to slides on the site.
• That he/she has incorporatedinto the design the recommendations of the report and
established measures to reduce the potential risk of injury or damage that might be
caused by any earth movement predicted in the report.
• Note any risks, hazards, potential problems from earth movement that are not fully
mitigated by design measures.
James Thomas, Owner, Architect of
Architectural Design Assoc., PS is hereby
Designated as the
LEAD DESIGN PROFESSIONAL
Who has reviewed the geotechnical report,
understands its' recommendations and has
incorporated into the design the establish
measures to reduce the risk of injury or
damage form any earth movement
predicted in the report.
PROJECT LEGEND:
IRECTION OF CUT
ETAIL DESIGNATION
BUILDING SECTION ANNOTATION
X.
SHEET
/-DETAIL DESIGNATION
SPI.0 SITE PLAN
DETAIL ANNOTATION
FRONT & REAR ELEVATIONS
SHEET
®
SOLID BEARING TO FOUNDATION @
MAIN FLOOR PLAN
GIRDER TRUSSES, HIP MASTERS,
UPPER FLOOR PLAN
BEAMS AND HEADERS (MIN. 2 STUDS)
FOUNDATION PLAN
110V SMOKE DETECTOR w/ BATTARY
MAIN FLOOR FRAMING PLAN
BACK UP - INTCONNECTION
Fl
50 C.F.M. CEILING FAN V.T.O.
SHEET INDEX:
T1.0 TITLE SHEET
SPI.0 SITE PLAN
A1.0
FRONT & REAR ELEVATIONS
A1.1
RIGHT AND LEFT SIDE ELEVATI
A2.0
MAIN FLOOR PLAN
A2.1
UPPER FLOOR PLAN
A3.0
FOUNDATION PLAN
A3.1
MAIN FLOOR FRAMING PLAN
A3.3
ROOF FRAMING PLAN
A5.0
ENERGY INFORMATION- WALL
SECTIONS
A5.1
CONSTRUCTION DETAILS
A5.2
CONSTRUCTION DETAILS
S-1.0 STRCUTURAL NOTES AND DETA
S-1.1 STRUCTURAL NOTES AND DETA
F2 105 C.F.M. WHOLE HOUSE FAN V.T.O.
-
PROJECT DATA:
TAX PARCEL NUMBER:
PROJECT TEAM:
ZONIN00000103
ZONING
OWNERS/CLIENT:
RS -12
GEORGE AND GINGER OLSON
PROPERTY ADDRESS
3528 102ND PL SE
EVERETT WA98208 r
15500 75TH PL W., EDMONDS, WA. 98206
425-337-5046.
ARCHITECT:
JAMES THOMAS, ARCHITECT
ARCHITECTURAL DESIGN ASSOCIATES, PS
2221 EVERETT AVENUE #101
EVERETT WA. 98201
Ph: 48-259-0661
Email: jthomas@arch-design.net
STRUCTURAL ENGINEER
MIKE MITCHELL, P.E.
MITCHELL ENGINEERING, INC.
7821 168TH AVE. NE
REDMOND WA. 98052
Ph: 425-%47-1500
Fax: 425-747-5403
Email: mitchellengineering@comcast.net
GEOTECHNICAL ENGINEER
NELSON GEOTECHNICAL ASSOC., INC.
17311 135TH AVE NE A-500
WOODINVILLE, WA. 98072
Ph: 425-486-1659
Fax: 425-481-2510
khals@nelsongeotech.com
CML ENGINEER
JOHN MCDONNELL, P.E.
JC MCDONNELL ENGINEERING, PC
PO BOX 13199
MILL CREEK, WA. 98043
Ph: 425-7440916
Fax: 425-744-0946
Email: jcmcdon2@frontier.com
LANDSCAPE ARCHITECT. ARBORIST
KEVIN TEAGUE, RLA
HARMSEN AND ASSOCIATES, INC
16778 146TH ST SE STE. 104
MONROE, WA. 98272
Ph: 360-794-7811
Fax: 360-805-9732
Email: kevint@harmsen.com
CONSTRUCTION TYPE:
TYPE VB
SPRINKLER SYSTEM:
N/A
OCCUPANCY:
R-3
LEGAL DESCRIPTION:( PARTIAL DESCRIPT
SW 1/4 NW 1/4 SEC.05 T 27N R 4E W.M.
SEE SHT. Cl FOR COMPLETE DESCRIPTION
GOVERNING CODES
2009 INTERNATIONAL RESIDENTIAL CODE
WAC 51-51
2009 INTERNATIONAL FIRE CODE W/
WAC 51-54
2009 UNIFORM PLUMBING CODE W/ WAC
51-56, 51-57
2006 INTERNATIONAL MECHANICAL CODE
WASHINGTON STATE AMENDMENTS
2009 WASHINGTON STATE ENERGY CODE
WAC 51-11
2008 NATIONAL ELECTRIC CODE
CITY of Edmonds DESIGN & CONSTRUCTR
STANDARDS & SPECIFICATIONS
LAND SURVEYOR
TOM BARRY, PLS
METRON AND ASSOCIATES, INC
307 N. OLYMPIC AVE. STE. 205
ARLINGTON , WA. 98223
Ph: 360-435-3777
Fax- 360-435-4822