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THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC Grading
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
Engr. Review
W PERMIT APPLICATION: 180DAYS
CLI PERMIT LIMIT. I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr. Inspection
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
cn 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS. ASSIGNS AND SUCCESORS Fire Review Plan Chk. Deposit
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Receipt #
Recording Fee
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPROVAL
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC. CALL This application is not a perinit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/tier Deputy: and Fees are paid, and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided.
WORKMEN'S C,9MPEI�ISATION INSURANCE AND RCW 18.27. OFFICIAJ..S SIGNA DATE
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04,102 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN - ACCOUNTING
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MICROFILM
ConsLitting
Etigitieers
APR 13 2004
March 4, 2004
BUILDING J)CpT.
ms, julie Kocer
9901 220,11 St SW
Edmonds, WA 98020
t"ATY COPY
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RE: Residence Remodel
Window Header and Lateral Force Evaluation
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Dear Ms. Kocer:
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At your r equest, I visited the Your residence on February 12, 2004 to observe and evaluate the
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areas of concern at the residence At the site I took several digital photos of tile house exterior
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and the revised windows, as well as a few photos of the attic roof trusses for reference. I
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measured the wall with the new windows. YOU SUbsequently provided your measurements of
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the rest of the Lipper floors.
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Headers
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You showed me the windows that had been replaced and where the column between two
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windows had been removed. Observations of the owner and contractor during construction
indicated that the header is one continuous piece about 20' long that extends south from the
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NW corner of the house. I removed gypsum wallboard from the header directly above the
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column that was removed to obs erve the size and condition of the header and to confirm that
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there is no splice at that location. The attached calculations demonstrate the adequacy of the
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header.
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There is now a 6 foot sliding door in the north wall. It replaced a narrower window. This wall is
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essentially a non -bearing wall. The gable end truss can easily support the minimal roof load to
span over the 6 foot opening. No header is needed.
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The narrow windows on the back (east) wall are in a bearing wall. The attached calculations
demonstrate that the existing double 4x2 top plates and 4x2 header combined have adeciLlate
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strength to support the roof loads. No additional header is needed.
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Lateral Force Resisting System
We und erstand that the building official has reqUested a lateral analysis of the walls where
windows have been changed. It appears that the north end of the west wall does not rneet the
'iconventional construction" provisions in the code, There is not a bracea panel that starts
within 8' of the end of the wall. We understand that this condition already existed prior to th e
window replacement. The new window widths are the same as the old ones. except that a
s61,1 Rocscvch- Woy N F., \x,�,_,hink;rnn 98115
j1j-jk)ije (206)448-8448 (200)72�-28*1�
wo�l_�
Ed Wd�,V:80 V03E ZT Xd3
March 4, 2004
Ms, Julie Kocer
single post between two 4' windows was removed to install an 8' window. This has no effect
on the lateral force itesisting system. The effect on the header is addressed above.
This particular house has several windows on the west side of the living room to take
advantage of the view. However, the abundance of walls, both interior and exterior, at other
locations in the house has adequate strength to lateral forces. A simplified lateral analysis
indicates the average shear in the walls under code required forces is about 80#/ft (40#/ft each
face). With this low stress level, and considering the minimal changes from this window
replacement, a more detailed analysis is not required and no changes to the construction are
needed.
The lower level has not been changed and is essentially a daylight basement with regard to
lateral forces,
Limitations
Except as discussed, no physical testing has been performed and no calculations have been
made to determine the adequacy of any of the structural members other than those discussed
in this report. or of the overall structural system of the building or its compliance with accepted
building code requirements. Our conclusions are professional opinions *derived in a manner
consistent with the level and skill ordinarily exercised by other members of the profession
currently practicing in this area. The accuracy of the conclusions is limited by the extent of
investigation requested and the accuracy and completeness of the information provided by
others. Conclusions are subject to modification if additional Information is presented, This
report does not constitute a design, nor does it address any portions of the structure other than
the items mentioned. This report does not provide any warranty, expressed or implied, for any
portion of the existing structure, TOis report does not address any non-strLICtLiral systems such
as electrical, plumbing, heating, ventilating or mechanical systems.
The recommendations provided above are based on what is currently visible at the Kocer
residence. As work progresses, other conditions may be uncovered which WOUld require
mitigation, or questions may arise. Please feel free to contact LIS if you have any questions,
need additional information, or if we may provide additional services with respect to this
project, Thank You for utilizing the services of Smith & Huston, Inc., Consulting Engineers, to
assist you in this evaluation
Sincerely,
Smith & Huston, Inc.
Theodore E Smith, PE, SE
Attachments
Sketch
Calculations
Ed WOSV:80 VO@E ZT %Add
Page 2 of 2
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Kocer, Julie 5KWI
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9901 220Lh St 5H L
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Conoululka finto Hoonevelt Way NE
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i (2mi) 448-8448 040154
Fax (200) 720-2UM! X 04,TE
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Window replacement
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THESE CALCULATIONS PERTAIN TO THE ABOVE
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HAS ANALYZED THIS SYSTEM FOR THE SPECIFIC 0
CONFICAURATION AND LOADS APPLICABLE
AT THIS LOCATION. THE CALCULATIONS DO NOT M
APPLY TO SIMILAR CONFIGURATIONS OR TO 7HE
SAME CONFIGURA1 ION AT ANOTHER LOCATION,
PREPARED BY
SMITH & HUSTON, INC, CONSULTING ENGINEEkS
PROJECT MANAGER THEODORE E SMITH, PE. SE
March 4, 20U4
PROJECT 004018A
8 618 P, Wiy N F., I I W i,I i I i -Lg co n 811.5
Pliorw (206)448,8448 Fox (,1,)6) N6.2872
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-Smith & . Huston, Inc. Title
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Description
Scope
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M��UOU134". V0 b 3 A "J%0�110vn. %NIM41 M Iti-Span Timber Beam
Description Front Window Header
General Information
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Dou@las Fir - L8rCh, No.1
Spans Conolderod Conlinuouo Over
SUPP0f4
Timber Member Information
Description
Span
4.00
Timber Section
4x8
Beam Width in
3.500
Beam Depth In
7.250
End Fixity
Pin , Pill
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Loads
Live Load Used This Span 7 Yes
Doud Load 10/ft 240.00
Live Load alft 400.00
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Max Left End
Max 2 Right End
ro Actual
Fto Allowable
Shear C.0 Left
Shear P, Right
tv: Actual
Fv, Allowable
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Job #
Date: 1216PIVI, 4 MAR 04
Flo Basic Allow 1,000.0 pul Elastic !,�(ooulu3 1,700.0 ksl
Fv: Basic Allow 95.0 PGI Load Duration Factor 1,150
Calculations are designed to 1097 NDS and 1987 UBC Requiromentm
Conlor
Right
800
4,00
4K8
4X8
3.500
3.500
7,250
7.250
Pill - Pill
Pin - Pin
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0.00
Sawn
Sawn
Yes
240.00
400,00
Yes
240.00
400,00
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1,127.1
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1,380.0
1,380.0
Bending OK
Bending OK
Bending OK
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2.56
2.00
k
2.00
2,56
0.55
psi
95.0
1291
96.0
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109.3
109.3
109.3
Shear OK
OverStress
Shear OK
Reactions & Deflection
OL 0 Left
LL @ Left
Total Q Lert
OL Q Right
LL Q Right
Total § Right
Max, Durlectlon
i Query Values-
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1.71
1.71
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0.35
2.85
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0.68
4.66
4.56
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1.71
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2.65
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Seattle, Washu
(200446-8448 F,V.(206)7?-9-2972
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MEMORANDUM
Date: 5/17/04
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To: Debbie Karber, Accounting Assistant
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From: Marie Harrison
Subject: REFUND
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Debbie, please prepare a refund check in the amount of $52.00. Please mail the check to Juliann
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Kocer, 99012200' Street SW, Edmonds, WA 98020. The contractor's written bid came in below
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the estimated bid. The refund is from the buildin permit fund. I have enclosed a copy of our
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receipt #24141 for your records. Thank you.
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Development Services Division Director's Signature
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City of Edmonds (-Q Community Services
GARY HAAKENSON
CITY OF EDMONDS MAYOR
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 FAX (425) 771-0221
Website: wwwxi.edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
Juliann Kocer July 10, 2003
9901 2201h Street Southwest
Edmonds, Washington 98020
Dear Ms. Kocer:
The purpose of this letter is to inform you that the City has received a citizen's complaint
regarding remodeling of your residence without a building permit. A check of City permit
records did not reveal a building permit issued to your address. According to Uniforin Building
Code Section 106, a permit is required to convert, improve, repair, add, alter or remodel any
existing building. If you are not performing any remodeling work please notify my office in
writing.
I have enclosed the City's handout that lists work that people may perform on their home without
permit approvals. If after reading the handout you believe your work does not require a building
permit please send me a letter listing the exempt work that you are performing. If after reading
the handout you agree that a building permit is required I have also enclosed for your
convenience the City handout for additions and remodels.
If a building permit is required please submit for the required permit by August 15, 2003. If after
reading the material you have specific questions regarding the pen -nit process please contact Lara
Palmatier, Senior Permit Coordinator at 425-771-0220 extension 1703. If you have any
questions about the complaint please contact me directly at 425-771-0220 extension 1226.
If you wish to meet in person to discuss this matter please call in advance for a mutually
agreeable day and time as I am frequently assisting other citizens and am not always available.
It is not the City's intent to cause you undue hardship however, compliance to the codes is
mandatory for the fair and equal treatment of all citizens. If you need additional time to submit
for the building permit please make a written request for extension and provide an alternate
submittal date. Lastly, be advised a violation fee shall be assessed on your building pen -nit
application since work conu-nenced prior to permit issuance and City approval.
Sincerely,
Jeannine L. G
Building Official
Incorporated August 11, 1890
Sister City - Hekinan, Japan
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ELECTRICAL WORK PERMIT APPLICATION
[:�l Request Inspection 1866817
Annual Permit [aAlarm aCarnival [aCommercial LaResidential U Residential Maint. Signs [JThermostat �)Telecorn.
Installation description
Job wired PY Electrical contractor Owner
Electrical contractor name License number
rl . -- /I-- ,, v _ z. - -,, , - Z!.� /-I _ " X I , .., , e
Purchasees mailing address
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city State ZIP
--vo cl�l 7.,
Telephone number FAX number
Inspection fee
eeWemises ownerts name
Cash Check
Address of inspection Industries use only
Ta qntof Labor,&
ri 6., Becomes pe I rmit I when pr . 0 1 l)er1y,vafi.c%tedL
County ....:'..Expires. one (1) year from date of last 401tivjty�
Power company
I hereby certify that I am the owner of the above named property or a
licensed electrical contractor (or the firm's authorized agent) and am
making the electrical installation or alteration in compliance with -Ili
electrical law, Chapter 19.28 RCW. RIE
:1 Char e my contractor's account.
::--7- �Ignatu�rc of owner, electrical contractor or electric nistraior
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("_�WALLS
insulation Only
Date Cover �_p_proved By
—Date 7-p—proved By.)
[D See progressive report
CEILING
insulation Only
Date Cover Approved By
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wEIVED
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Electrical inspections are for safe'.winng me dds.
white!lnspector Canary -fiscal Pink-custoiner Green -job site
THERMOSTAT SERVICE
Ep�_p_rovel 13�y Date Al
DITCH FEEDER
t
A ..rn7PA nV Date Al
Inspection
Date
Area, Building or Equipment Inspected
Action Taken
Electrical
Inspector
F500-001-000 electrical work permit application rev 7-01
POST THIS COPY ON JOBSITE.
THIS IS YOUR PERMANENT RECORD.
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RECORD OF INSPECTIONS
INSPECTOR DATE APPROVED
SETBACKS ..................... .
FOUN�DATIO�:"
Footing.........................
Wall....... ..................
Pier/Porch .................
Retaining Wall ...........
Slab Insulation ..........
PLUMBING:
Underground .............
Rough -in ...................
Commercial Final ......
HEATING:
Gas Test ....................
Gas Piping .................
Equipment .................
Commercial Final .......
EXTERIOR SHEATHING
NAILING ..........................
FRAMING ........................
FIRST FLOOR FRAMING..,
INSULATION ...................
Floor Insulation .........
Wall Insulation ...........
Ceiling Insulation .......
SHEETROCK NAILING ...
SPECIAL INSPECTION ...
MISCELLANEOUS ..........
FINAL APPROVAL FOR
OCCUPANCY ..................
The initials wr are Miltoll
Thonipso", a telliporary contract
ilispector for the CitY-
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