BLD2019-0098OV EI)Af
IJ CITY OF EDMONDS
1215TH AVENUENORTH -EDMONDS, WA 98020
%W3 PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 04/22/2019 Pennit#: BLD20190098
Expiration Date: 04/22
Parcel No: 00544200200600
Project Address: 22121 95TH PL W, EDMONDS
CAREN L FARRELL JOHN BARKER FORREST GARDENS LLC
22121 95TH PL W 4519 S 190TH CT C/O JOHN BARKER
EDMONDS, WA 98020-4519 SEATTLE, WA 98188 4519 S. 190TH CT
SEATAC,WA 98188
(425) 275-1996 (206) 755-3 842 (206) 75 5-3 842
LICENSE 4 FORREGL893LM EXP 08/01/2019
JOB DESCRIPTION
LIFE SAFE-FY PERMIT TO PROVIDE FINAL INSPECTIONS ONLY TO SATISFY UNFINISHED COI TYPERMI I I FOR
REMODEL/ADDITION.
VALUATION: $0
PERMIT TYPE� Residential
PERMIT GROUP 04 - Alteration/Remodel
GRADING: N CYDS: 0
TYPE OF CONSTRUCTION:
RETAINING WALL ROCKERY:
OCCUPANT GROUP:
OCCUPANT LOAD
FENCE: 0 X 0 FT.)
CODE:
OTHER ------- OTHER DESC:
IZONE: RS-8
NUMBER OF STORIES: 0
1 VESTED DATE:
NUMBER OF DWELLING UNITS: 0
ILOT 4-
F-XISIING AREX
BASEMENT 0 1 ST FLOOR� 0 2ND FLOOR� 0
PROPOSED ARE.'k
ASEMENT: 0 1 ST FLOOR 0 2N"LOOR: 0
3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
BEDROOMS: 0 BATBROOM& 0
1BEDROOMS: 0 BATHROOMS: 0
FRONTSEFBACK SIDESEYBACK REARSETBACK
REQUIRED: PROPOSED: IREQUIRED: PROPOSED: IREQUIRED PROPOSED
HEIGHT ALLOWED:O PROPOSED 0 IREQUIRED: PROPOSED:
SETBACK NOTES:
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZ_ED THEREBY, NO
PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION
INSURANCE AND RCW 18:27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HISMER DEPUTY AND ALL FEES ARE PAID.
001,
2,2 /C/' C4.ed&�
Signature Print Narne Date
Date
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109i IBC I 10i IRC 110.
= FIRE = APPLICANT = ASSESSOR = CITY
Do
f*9
up
STATUS: ISSUED
BLD20190098
Approval of this permit is not an assurance of full compliance of the Building Code. Verification of code compliance is limited
to the elements of construction visible to the City Inspector.
Obtain Electrical Permit from State Department of Labor & Industries. 425-290-1309
Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check thejob card for all required City inspections including final project approval and final
occupancy inspections.
Any request foraltemate design, modification, variance orother administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
• Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• Sound[Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits
of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00arn and 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
hanniess the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this pennit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
• Call for required inspections as noted and prior to backfill.
INSPECIIONS
THE PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT
TIME LIMIT: SEE ECDC 19.00.005(A)(6)
I TO SCHEDULE INSPIEDCUONS
I BUILDING I I ENGINEERING (425) 771-0220 EXT. 1326 ,
1 . Go to: www.edmondswa.gov Building Department Inspections
2. Then: SenAces are now scheduled online. If you FIRE (425) 775-7720
3. Then: Perm its/Dexelopment have difficulties, please call the
,4. Then: Online Permit Info Building Department front desk for PUBLIC WORKS (425) 771-0235
5: If you don't have one already, create a assistance during office hours.
login (upper right hand comer) (425) 771-0220 RECYCLING (425) 275-4801
.6: Schedule vour inSDection
When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection
being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon. —
B-Plumbing Final
B-Mechanical Final
B-Building Final
B-Other
40
OV E04 BUILDING PERMIT
APPLICATION
un
Development Services
Building Division
121 Sth Ave N / Edmonds, WA 98020
425.771.0220
For handouts, submittal requirements, permit status and inspection
scheduling information go to: http://www.edmondswa.ROV/
JOB SITIE INFORMATION/LOCATION: (Where the work is taking p!rl
Job Site Address:
Parcel: 00 2- CO 2-00 6,00
Lot/Unit/Suite#:- Subdivision:
PROPERTY OWNER:
Name: r_X-K� L_ -
Mailing Address: 2=�y 2-1
City/State/Zip: ZF -20
AVo
2Ws
Phone #:
Email: C-9) 0,11U,1 I-A-L.
OWNER INSTALLATION: *if yes, read and sign*
Will work be performed by the property owner? XYes 0 No
I own, reside in, or will reside in the completed structure.
This installation is being made on property that I own which is
not intended for sale, lease, rent, or exchange according to
XRCW 18,11,090,
Owner Signature:
APPLICANT / CONTACT INFORMATION:
Name of Applicant: Joft
MailingAddress:
City/State/Zip:
Phone #: '2Q6 75-!�
E-mail: 10 -)
h,h e,9 9'22_ 6—,
V V
GENERAL CONTRACTOR: (if different from applicant)
General Contractor:
Mailing Address:
City/State/Zip:_!!��e__ 4�IA ?916946
Phone #: Z�61 ZZZ .30142-
E-mail: Ieh;i 79—PZ2- I;P
V
WA STATE CONTRACTOR L & I # (CCB) & EXPIRATION DATE:
- F'qz�- 6 L-4 ? _�3 /_M llqll q
CITY OF EDMONDS BUSINESS LICENSE #: . AN
( . 4V
Permit
YI)E OF PERMIT � Provide
Details ori Page 2)
0 Accessory Structure/
)KAddition
Detached Garage
XMechanical
0 New Single Family / Duplex
X Plumbing
0 Fire Sprinkler
XRemodel
0 New Commercial/ Mixed Jse
0 Re -Roof
0 Signs
0 Tank
0 Tenant Improvement
0 Other
Remodel Permtt fees are Imsed on:
The value of the work performed. Indicate the value (rounded to
the nearest dollar) of oil equipment, materials, labor, overhead,
and the profit for the work indicated on this application.
Valuation: zq 00
PROPOSED NEW SQUARE FOOTAGE FOR THIS APPLICATIO'NO
Basement sq ft: FinishedK Unfinished 0
Ist Floor, sq ft:
96+
2nd Floor, sq ft:
526
Garage/Carport:, sq ft:
Deck/Covered Porch/Patio:
her sq ft-
PROJ ECT DESCRI PTION
7Z 5A-:n�F�'
ff , APt W t7— fern- P &_)KO
I certify that the information I have provided on this form/application is true,
correct and complete, and that I am the property owner or duly authorized
agent of the property owner to submit a permit application to the City of
Edmonds.
I'lPrint
Name.
Signature:
7—
10%
GENERAL COMMERCIAL DATA
Occupancy Group(s): le- Occupant Load(s):
Type(s) of Construction: V-B Fire Sprinklers: Yes 0 N�<
WA STATE ENERGY CODE: If your project affects the building envelope�,
mechanical systems, and/or lighting, you must complete the
appropriate WSEC forms.
DEFERRED SUBMITTALS: All commercial building permits that will require
associated plumbing, mechanical, fire sprinkler, and/or fire alarm
permits are applied for separately.
T1 / CHANGE OF USE / NEW BLDG: Include TRAFFIC IMPACT worksheet
MECHANICAL EQUIPMENT COUNTS (Now and Relocated)
STUs Gas / Elec / Other My
A/C Unit /Compressor
Air Handler JVAV
Boiler
Dryer Duct
Exhaust Fans
Jt
Fireplace
Furnace
Heat Pump Unit
Hydronic Heating
Roof Top Unit (Provide eleva-
tions if a Commercial Bldg)
Other:
PLUMBING FIXTURE COUNTS (New, Relocated or re -piped)
QtY QtY
Clothes Washer
Tub/ Showers Jo�
Dishwasher
Backflow Device (RPBA, DCDA, AV8)
Drinking Fountain
Pressure Reduction/ Regulator Valve
Floor Drain/Sink
Refrigerator Water Supply
Hose Bibs
'3
Water Heater - Tankless? Y o
y
Hydronic Heat
Water Service Line
Sinks
Other:
Toilets
Other: A9161)
GAS/FUEL CONNECTION COUNTS (New, Relocated or re -piped)
I
BTUs Qty BTUs Qty
A/C Unit
Outdoor BBQ/ Fire pit
Boiler
Stove/Range/Oven
"V-) oca
Dryer
W Pr Heater
01
Fireplace/ Insert
Other:
Furnace CM I Other:
MEDICAL GAS, AIR VACUUM COUNTS
(New, Relocated or re -piped)
MY Qty
Carbon Dioxide
Nitrous Oxide
Helium
Oxygen
Medical Air
Other:
Medical - Surgical Vacuum other:
DEMOLITION
Type of structure to be demolished: '51WIf ZW-
'rLfe�G�
Square footage of structure to be demolished: J
AHERA Survey(
PSCAA Case #:
Critical Areas Determination:
Study Required 11 Conditional Waiver 0 Walver [3
Fill in Place Fill Material:
Removal
Size of Tank (Gallons)
Critical Areas Determination:
StudyRequiredO Conditional Waiver Waiver[3
GRADE/FILL/EXCAVATE
Grading: Cut cubic yards
Fill -cubic yards
Cut / Fill in Critical Area: Yes 0 NOA
GENERAL PROVISIONS
APPLICATIONS: Applications are valid for a maximum of 1 year.
ESLHA Applications, 2 years.
LICENSING: All contractors and subcontractors are required to be licensed
with Washington State Department of Labor & Industries and have a
current City of Edmonds Business License.
Permit Cover Letter for Residence located at 22121 95 th
Place West, Edmonds WA 98020
This home was built in the early 1950s, and in 1994 went through
the Snohomish County Building Permit process for a remodel.
Plans were drawn up by an architect and structural engineer, and
the permit was issued by the county, and most work was
completed by 1996.
Many documents from this work are included in this new permit
application, however, the permit card has been lost. The scope of
the remodel work includes the remodel of the original home, and
an addition of a new kitchen, family, dining, powder room, and a
second floor master bedroom.
Steve Farrell, of Krekow-Jennings, a prominent NW homebuilder
is the former owner who did the work, and provided the following
information:
Mr. Farrell recalls that the framing, electrical and plumbing rough -
in were all inspected and signed off. None of the final sign -offs
were done, even though most of the work is completed.
Upon informal review with Building Official in December 2018, his,
advice was to submit a new permit application with as much
documentation as possible of past permit activity and definition of'
energy code proposal. Because the 1995 window package
probably cannot meet the current energy code, we are proposing
to compensate with an air test, increase insulation is ceiling,
possibly replace the hot water heater and the furnace, and add
solar panels.
See also attached review by a Nic Roussouw, structural
engineer.
C)PU JIM 2 8 20A
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CoUnI40,
Washington
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NORTH
J kckl
Structural Memorandum #1
Project: Farrell Residence
22121 95th Place West,, Edmonds Washington
Date: 10 December 2018
To: 3ohn Barker
19033 46th Avenue South
Seatac WA 98188-5110
;0
GIST
From: Nic Rossouw
Re: Plan Review
I have reviewed the drawings that you provided me for the Farrell Residence in
Edmonds Washington. As I understand it the drawings were permitted by Snohomish
County for a major addition to and remodel of the house in 1995. Although the work
was almost all completed, the permit was never signed off at that time. I understand
that the owner is now interested in completing the permit process and getting it signed
off under the City of Edmonds that is now the governing jurisdiction for their property.
have evaluated the drawings in light of what was permitted and changes that have
happened in the building codes since the original application.
Observations
The work was permitted in 1995 ' so probably under the 1994 UBC (Uniform Building
Code) - although possibly the 1992 UBC that was still in force in many parts of the state
through most or all of 1995. The current code in effect is the 2015 IBC (International
Building Code) with State of Washington Amendments. Understandably there have
been many changes in the code during this time including the combination of the UBC
with several other regional codes to create the IBC and changes to the structural
aspects of the code that have altered (among other things) include: how we calculate
seismic forces, how we calculate wind forces (twice), the allowable stresses assigned to
sawn lumber and glulam members and many detailed aspects of concrete design.
However, the net effect for small light wood -framed structures like this house in a
location like this is that the forces we design for are very close to the same.
It appears to me that the vertical (gravity) framing of the house follows a fairly straight-
forward and understandable load path and that none of the framing members appear
under -sized. In addition the lateral (wind and seismic) load carrying systems (plywood
sheathed roof & floor diaphragms and plywood sheathed shear walls) also appear to
provide a complete and understandable load path in all directions. Furthermore, I see
9220 Roosevelt Way NE Seatfle Vv,,� 98! '5- 82 A
(206) 621-0060 Office 895-4229 Ce!
g_!'-qfq-19sian [com
, gLam—a —.1
Farrell Residence Review - Memorandum #1
Page 2
that Monte Clark stamped and signed the drawings for the lateral analysis. Monte is an
excellent engineer and I would not question his design and recommendations.
Recommendations
Based on my reading of the drawings as described above, I would not recommend going
to the expense of doing a structural analysis of the house. Assuming that it was
constructed in accordance with these drawings it is likely that the house will
substantially meet the current code for both vertical and lateral loading. I do not know
if any of the structural framing is now visible or if it has been completely covered by
architectural finishes, but if there is exposed framing I could conduct a site visit to
confirm if it conforms to the permit drawings or if there are any other apparent
structural deficiencies as a way to substantiate this recommendation.
Please call if you have any questions about this report.
9220 Roosevelt Way NE Seattle WA 98115- 82--'e'
(206) 621-0060 Office (206) 898-4229 Ceil
girafdesi_qnLS_qmail.cori http //girafdesign.net
2015 Washington State Energy Code: UA Alternative Worksheet, Type R-3 Occupancies
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1/25/19 3 of 7
2015 Washington State Energy Code: UA Alternative Worksheet, Type R-3 Occupancies
2g] Alum with TB LowE+Argon �1/2"spacer
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Copyright
St Truss R49 cavity R5 Sheath 20'Span
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2015 Washington State Energy Code: LIA Alternative Worksheet, Type R-3 Occupancies
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Copyright 2013, WSUEEP10-009 (Version 11) Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions)
1/25/19 6 of 7
2015 Washington State Energy Code: UA Alternative Worksheet, Type R-3 Occupancies
Table-IR406.2-Stirw�n�6rv:
...... . . . . . . . . .
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1/25/19 7 of 7
"'J
How to meet the mark
1,501-5,000 sf homes (3",1,-5 credits)
li�� ia . . ......... . ...
3a
94�AFUE'Ga�',,::Furnace,.,".--
10
or,
or
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4,
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conditioned space
Sa
t c' 'howerheads 1.75 GF
Xi he'n si.nk and s
0.
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Qa
iar heater -�:�P;74,',EFI
s w
yat
�4`
How to meet the mark
1,501-S,000 sf homes (3.5 credits)
. . . ..........
.... ........... ... ............ . .....
0
2a Air leakage:� 3.0 ACH, @ 50'a
R 0.5
0�
............
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1: 011:
36�' AFUIE�:-G- -a' Furnac6
.. .. ...... . . .. ...... .
or or
1 4
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3b �9.0 FlSP:F,,,,,OeqI, purnp�
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. ....... . .
�lavato Yfaucets :5 1.0 GRM
r
Gas water heater 0.91 EF 1.5
5C
or
Electric water heater > 2.0-EF
. ..... Total 15
frmViewlnspection
Page I of I
Permit
Permit Number 1060263
Permit Status Inactive
Applied 4t9tl 996
1 st Expired Notice Sent Date N/A
2nd Expired Notice Sent Date N/A
Total Units 2
Total Corrections b MA
ADDITION & REMODEL
Description
Completed Pending Final No
Finals Eligible No
Completed No
Total Fees $80 00
Fee Due $80,00
8
Applicant Inspection Site
Permit Holder Company Name FARRELL, STEVEN D
Name FARRELL.STEVEN D Owner Name
Address 22121 95TH FIL W Address 22121 95TH PL W
City EDMONDS City EDMONDS
Special Instructions This permit has not been ful� paid for yet, please contact your local field office to resolve this.
F7P—re-v-1 FP—dnt I Inspectiort Look
Requests
Requested I
Description
Corrynent
Area
Reason
Status
Created
Created by
Updated
Updatedby
1/15/1996 ��RINSP
EEDERSOKBBLREOFILLRUNVIC
Vic
I
�
Request Taken
I
1115/1996
1411
MONW35
�
106/1997
�
M!GK235
Frr.!
�I:I,1]
4/19/1996
ISTTIMEC&S1060263
Request Taken
9/1 996
PHIG235
I W11 997�10(31(235
Inspections
Inspected bispecior
Service
Total
Colowe"t
I'llits Routine Stop
Corrections Corrections
Approval
Response
I ripermited
Created
Created
Updated
Locali n
0
Nlile.q
Written Completed
Time
Stop
1),
MONLUX,
OTI - OTHER
No Acc
< 24
1/16/1997 VICTOR
EVERETT
96068012 0
1 TYPE
0 0 ROAD'
hours
No
1/1611997 MIGK235
9/16/1997
INSPECTION
MILLAR,
OTI - OTHER
No Acc,
< 24
4/19/1996 DON L
EVERETT
96068012 0
1 TYPE
0 0 ROAD
hours
No
4/19/1996 MIGK235
9/16/1997
INSPECTION1
I
Details
Inspected
Inspectimi
Result
Comment
1/16/1997
Feeders - Residential
AC - Approved Complete
RESIDENTIAL
4/19/1996
Cover - Ceilings
AP - Approved Partial
CEILINGS
4/19/1996
Cover - Walls
AP - Approved Partial
WALLS
http://field-services.apps-inside.Ini.wa.gov/pairsinspectionlfrmViewlnspection.aspx?Penni... 7/28/2015
Search Results Detail
Page I of'I
sion 2..Q Logged into Production as Henry, Shauntee
Permit 1060263 Detail Residential
7RIJ Z.-M)ID 1"1( OLI,
Purchaser Printer Friendl Reoues
Contractor ID
Status Flnact,�e
Company Narnel.,..-.,-..--. Applied Ft§-/ 199-6
Last Name Expiration PF/�/-1997
FirsttS�N Completed Pending
K4D7
FinalF
Address P2 11211,�5TH PL W
.. . ........ .... ... ........ .... . .
C t y FE�A4—
. ...... StateW ZipW 20
q
Phone Fax
Site
Information
Site Owner[FARR!�4,
#Reqsff-7RJ-9/1996
Last Name
F ... ... .. .. ... ... .... ........ .... - ------
# Insps Liti§q�P7..
First [STEVEN
Address
V�1-2�psTHP� W
L.— . . ... .. .................... . ......
Created FH—I
City JE!ZR
smtqg zip
Location JE
.........
Updated
.,_jPD;4kj
DDITION & REMODEL
Description
Notes
Directions
Power Company
Applicant Fax Applicent 9-Maill
Services
.F—Ed—,tPe—rm—d--j
!j
Description Quantity Amount
JS!Nq�g.A TWO FAMILY NEW ENTER SO FT —0
.. . ... .... ... ...... 00 -
Total Cost
Total Paid
Total Due $80.OQ
Make Payment
http://field-services.apps-inside.Ini.wa.govIPAIRSPermitlfrmSearchDetail.aspx?ApplD=100 7/28/2015
4
Permit Coordination section
Applicant Name:
Plan Check No.:
Snohomish County
Community Development
y- f,(2 I �
3�
"/I k(b
Your Structural Plans will be reviewed by:
Contact this office on to check the status of your application.
If all reviews have been completed and approved, your permit can be issued. The building permit
fees will be collected at permit issuance.
5th Floor, Administration Building
M/S #710 388-3311
3000 Rockefeller Avenue A-1-
Everett, WA 98201-4046 E" 1. 2A75
CD-251
SNOHOMISH COUNTY
YLANNING AND DEVELOPMENT SERVICES CORRECTION NOTI
BUILDING INSPECTION AND COMPLIANCE
PERMIT No.
I have this day inspected this structure, plumbing and/or these premises and have found the following violations of County and/cr State laws
governing same:,-
A;2 <7
r
YOU ARE HEREBY NOTIFIED THAT NO MORE WORK IS PERMITTED UNTIL THE ABOVE CORRECTIONS ARE MADE.
CALL 388-3338 FOR A REINSPECTION**
Do Not Remove This Tag DATE 2
BLDG/PLUMBNG INSPECTOR
CD - 007 1/1 Rev.
SNOHOMISH COUNTY
PLANNING AND DEVELOPMENT SERVICES .,.CORRECTION NOTICE
i-I U'- I i : v
BUILDING INSPECTION AND COMPLIANCE - - I � 1�
PERMIT No.
I have this day inspected this structure, plumbing and/or these -premises- and have found the following violations o(County and/or $tate laws
governing same:
YOU ARE HEREBY NOTIFIED THAT NO MORE WORK IS PERMITTED UNTIL THE ABOVE CORRECTIONS ARE MADE,
CALL 388-3338 FOR A REINSPECTION**
. '116
Do Not Remove This Tag DATE Z
BLDG/PLUMBING INSPECTOR
CID - 007 1/1 Rev. PS 2/S
I SNOHOMISH COUNTY
PLANNING AND DEVELOPMENT SERVICES.,... CORRECTION NOTICE
BUILDING INSPECTION AND COMPLIANCE' .,. I
PERMIT No.
I have this day inspected this structure, plumbing and4or thes i'
---g,�ses and have found the following violations of County and/or Sta laws
governing same:
A/z,""k /--y ZvrAA!-C7711'(
YOU ARE HEREBY NOTIFIED THAT NO MORE WORK IS PERMITTED UNTIL THE ABOVE CORRECTIONS ARE MADE.
CALL 388-3338 FOR A REINSPECTION**
Do Not Remove This Tag DATE 7
BLDG/PLUMBING INSPECTOR
CD 007 1/1 Rev. PS 2/95
SNOHOMISH COUNTY CORRECTIONNOTICE
PLANNING AND DEVELOPMENT SERVICES
BUILDING INSPECTION AND COMPLIANCE
PERMIT No. 7
I have this day ins��d this �st�-ture, plumbing Td/or these premises and have found the following violations of Cc unly and/or State laws
governing same/ 74
Y) /I n
ler
9, cr re ex
YOU ARE HEREBY NOTIFIED THAT NO MORE WORK IS PERMMED UNTIL THE ABOVE CORRECTIONS ARE MADE.
CALL 388-3338 FOR A REINSPECTION"
Do Not Remove This Tag DATE<2
BLDG/PLUtff-ING INSPECTOR
�-� nn-7 1 /1 D— PC I /Or
GENERAL NOTES
LIVE SAYETY NOTES (continued
YKAMING NOTES (continued
Nothing in this pen -nit approval process shall be interpreted as
allowing or permitting the maintenance of any currently existing
illegal, nonconforming, or unpermitted building, structure, or site
condition which is outside the scope of the permit application.,
regardless of whether such building, structure, or condition is
shown on the site plan or drawing. Such building, structure, or
1condition may be the subject of a separate enforcement action.
�Sound/noise originating from temporary construction sites as a
__ 1+ _V I
11FISUIL 01 cons tru ctiOn aaCtUrVit-
.Y aJLV- '�_,Al�_AIIVL 11L)M the noise 111111to
only during the hours of 7:00am to 6:00pm on weekdays and
10:00am and 6:00pin on Saturdays, excluding Sundays and
Federal Holidays. At all other times the noise originating from
construction sites/activities must comply with the noise limits,
unless a variance has been granted. ECC Chapter 5.30
All changes in plans and field modifications shall be approved by
the local jurisdiction. The design professional shall prepare
drawings as required for approval. IBC 107.4
Temporary address shall be clearly visible from street during all
phases of construction. Failure to properly post house/building
numbers may result in no inspection by the City Inspector.
Curb signage is not acceptable.
Address numbers (4" min. lit. & 1/2" min. stroke width) shall be
posted to be plainly visible from the street or road fronting the
property. IRC R319
LIFE SAFETY NOTES
Smoke alarms shall be installed in each sleeping room, outside of
each separate sleeping area in the immediate vicinity of the
bedrooms, and on each level (including basements and habitable
attics) in new construction and in existing dwellings when
alterations, repairs or additions requiring a permit occur. Smoke
alarms shall be hard -wired with battery backup, and when more
than one smoke alan-n is required within an individual dwelling
unit, they shall be interconnected. Discuss exceptions to the
power source requirements with the Building Inspector.
IIRC R314 IBC 907.2.11.2
Carbon monoxide alarms shall be installed outside of each
separate sleeping area in the immediate vicinity of the bedrooms
and on each level in new construction and in existing dwellings
when alterations, repairs or additions requiring a permit occur, or
1when one or more sleeping rooms are added or created. IRC R3151
Handrails and guards must be capable of resisting a concentrated
load of 200 pounds per square foot applied in any direction at any
point along the top. Guard in -fill components must be capable of
resisting 50 pounds per square foot.
,1RC Table R301.5 IBC 1607.8
Handrails shall be continuous through stair flights of four or more
risers, without interruption by newel posts (unless at a turn) or
other obstructions, and return to a wall, newel post, or safety
terminal. The grip -size shall be Type I or 11 or of equivalent
,graspablity. IRC 311.7.8
Provide one operable escape window in the basement, habitable
attic and in each sleeping room meeting all of the following
requirements:
-An operable area of not less than 5.7 sq. ft. (5 sq. ft. for grade
floor opening)
-A minimum clear opening height of 24 inches
-A minimum clear opening width of 20 inches
-Not more than 44 inches between the finished floor and the
bottom of the clear ovenin2.
Escape windows located under decks or porches must have a path
36 inches in height to a yard or court. R310 IBC 1029
The greatest riser height within any flight of stairs or the greatest
tread depth within any flight of stairs shall not exceed the smallest
by more than 3/8 inch.
IRC R311.7.5.1 IRC R311.7.5.2 IBC 1009.7.4
FOOTINGS/FOUNDATIONS
Footing drains are required around concrete/masonry foundations
that retain earth and enclose habitable or usable spaces located
below grade, or for crawl spaces when a minimum 6 inch slope
within the first 10 feet of the foundation wall is not achieved. A
separate footing drain inspection by the Building Inspector is
required. IRC R401.3 IRC R405.1
Slab -on -grade floors shall be a minimum 3.5-inch thick concrete
over a 6 mil vapor barrier and 4-inch base of sand/gravel/etc.
There shall be a then-nal-break for slabs inside a foundation wall,
and if the slab is less than 24" below the exterior grade, 24" wide
R-10 perimeter insulation must be provided. Slabs used as part of
a hydronic heating system shall have R- 10 insulation provided
throughout the entire slab area.
IRC R506 WSEC R402.2.9 WSEC Table R402.1.1
Vertical rebar must be hooked and tied in place at time of footing
inspection. Maintain minimum 3" clearance to earth, 1-1/2" to
fon-n-work for reinforcement. R403.1.3 R404.1.2.3.7.4
Anchor bolts shall be at least 1/2 -inch in diameter and extend 7
inches into concrete. There shall be a minimum of two bolts per
plate, with one bolt within 12 inches but not closer than seven bolt
diameters from the end of the plate. The bolt spacing shall not
exceed 6 feet o.c. and shall have a nut and 3"x3"xO.229" washers
unless engineered. IRC R403.1.6
FRAMING NOTES
Hardware and fasteners in contact with preservative -treated wood
shall be of hot -dipped zinc galvanized steel, stainless steel, silicon
bronze or copper. IRC R317.3.1 IBC 2304.9.5.1
Joists less than 18" and beams less than 12" to grade and all wood
exposed to weather shall be preservative -treated or naturally
resistant to decay. IRC R317 IBC 2304.11
Joists shall have not less than 1.5 inches bearing on wood or metal
and 3 inches on concrete. Joists shall be prevented from rotating
at the ends and at intermediate support by approved hangers, 2
inch nominal blocking, or attachment to a rim board.
IRC 502.6/502.7 IBC 2308.8
Foundation cripple walls shall be framed of studs not less in size
than the studs above. Walls over 4 feet in height shall be framed
of studs having the size required for an additional story. Cripple
walls studs less than 14 inches in height shall be sheathed on at
least one side with a wood structural panel that is fastened to both
the top and bottom plates in accordance with Table R602.3(l), or
cripple walls shall be constructed of solid blocking. Cripple walls
Ishall be supported on continuous foundations. IRC R602.9
1pr;nr frqrn;11 * flia 1�iidrl;na 1�a Ar;,-d ;n
guispection, I.- building be d—din
a,minimum of roofing, windows, and siding paper installed.
Truss layouts showing girder truss/hip-master locations are not
permitted to change and must be followed correctly. If the truss
manufacturer requests to change, in part or in whole, the layout
shown, they must contact the architect/designer to ensure that the
structural design of the building is maintained. If the layout
shown is changed, in part or in whole, the Building Division
requires new engineering calculations and must approve the
changes prior to the installation of the roof sheathing.
Exterior and bearing wall studs may be notched <25% and bored
<40% of the stud width. Non -bearing wall studs may be notched
<40% and bored <60% of the stud width. Any bore located <5/8"
from the stud face is considered a notch. Rafters and joists may
be notched in the outer thirds of the span with a maximum notch
depth 1/6th and a notch width 1/3rd the depth of the member.
Rafters and joists may be bored up to 1/3rd the depth of the
member no closer than 2" to each edge or to another bore. Top
plates notched or bored >50% of the width must have a l6ga.
strap, 6 inches past and fastened with 8- 1 Od nails at each side of
,the opening. IRC R502.8 IRC R602.6 IBC 2308
Attic access openings are required for buildings with combustible
ceiling or roof construction over an area >30 sq. ft. and with a 30"
vertical space between ceiling and roof framing members. The
rough -framed opening shall be 22"x3O" and located in a hallway
or other readily accessible location. The access cover shall be
weather- stripped and insulated to a level equal to the surrounding
,surfaces. IRC R807.1 WSEC 402.2.4
Attic ventilation openings shall not be less than 11150 of the area
of the space ventilated. It may be reduced to 1/300 if at least 50
percent and not more than 80 percent of the required openings are
at least 3 feet above the eave vents with the balance provided by
the eave vents. The net free cross -ventilation area may also be
reduced to 1/300 when a Class I or 11 vapor barrier is installed on
the warm -in -winter side of the ceiling. IRC R806.2
ADDITIONAL REQUIREMENTS
A survey may be required prior to the foundation wall inspection if
the Building Inspector is unable to verify setbacks. Lot line stakes
should be in place at the time of the foundation inspection and
established property pins should be made visible.
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Provide outdoor air inlets in all habitable spaces.IRC 1507.3.4.4
A 30"00" level working space shall be provided in front of the
control side to service appliances. In attics and underfloor areas,
a passageway a minimum of 30 inches high and 20 inches wide
traveling not more than 20 feet from the access shall be provided.
A 24 inch wide solid pathway shall be provided in attics. A
switch -controlled luminaire is required at the passageway opening
and a receptacle outlet at or near the appliance. A means of
electrical disconnect is required within sight of the appliance or
the breaker is to be capable of being locked in the open position.
IRC M1305 IMC 306 NEC 422.31(B)
Provide the combustion air required for the proper operation of the
appliance(s). The minimum required volume per the standard
method is 50 cubic feet per 1000 BTU/hr. Where exhaust fans,
clothes dryers, and kitchen ventilation systems interfere with the
operation of appliances, makeup air shall be provided. Fuel -fired
appliances shall not be located in sleeping rooms, bathrooms,
toilet rooms, or storage closets unless specific installation
requirements are met. IRC G 2406.2 G2407.4 G2407.5.1
IFGC 303.3 304.4 304.5 1
An exhaust hood/system of >400cfm installed or required by the
range or cooktop manufacturer must be provided with makeup air
equal to the exhaust air rate. IRC M1503.4 IMC 505.2
Provide required makeup air in the laundry room. Louvered doors
or openings/grilles into other spaces may be used to meet the
requirements. Other limitations may arise if a gas dryer is
installed. IMC 504.5 G2407.4 G2407.9.1
Dryer ducts shall terminate outside of the building, 3 ft. from any
openings into the building. The termination shall have a backdraft
damper and no screen. The dryer duct shall be a minimum
.016-in. (27 ga.) thick, a minimum 4 inches in diameter, have a
smooth interior finish, have sections joined with the insert end in
the direction of aiiflow without the use of fasteners, be supported
at 4 ft. intervals, and secured in place and protected by nail plates
that extend 2" above/below bottom/top plates. The joints shall be
sealed Wi th T TT 18 1 A listed mast; c or tape. Dryer duct maximum
lengths are 25 ft. for electric and 35 ft. for gas with deductions for
fittings (or sized/length per manufacturer). If concealed, the
equivalent length of the duct shall be permanently labeled or
tagged within 6 ft. of the dryer connection.
1IRC M1502 M1601.4.1 G2439 IMC 504 IFGC 614
Hydronic heating system piping shall be tested at 100 psi water
pressure or 1 1/2 times the operating pressure, whichever is greater,
for a minimum of 15 minutes. Piping embedded in concrete shall
be pressure tested prior to the placing of concrete and be
maintained at operating pressure during concrete placement. The
test must be observed by the Building Inspector prior to concrete
placement. Note: a means of providing outdoor air per IRC
.R303.4, M1507 and IMC 403.2 is required. IMC 1208 - 1209
Refrigerant circuit access ports located outdoors shall be fitted
with locking -type tamper- resistant caps.
IRC M1411.6 IMC 1101.10
Fixtures installed on a floor level that is lower than the next
upstream manhole cover of the public or private sewer shall be
protected from backflow of sewage by installing an approved type
of backwater valve. Fixtures on floor levels above such elevation
shall not discharge through the backwater valve. UPC 710.1
Vent all plumbing fixtures through the roof per UPC 906.0 or
with a loop vent per UPC 909.0. Air admittance valves are not
permitted unless first approved by the Building Inspector on a
case by case basis.
Water heaters installed in attics, attic -ceiling assemblies,
floor -ceiling assemblies or a floor/sub-floor assembly, where
damage may occur from a leak, shall be installed in a watertight
pan made of cotrosion-resistant materials. The pan shall have a
in I 1 1
nimum 34" drain and the drain shall terminate in a visible
location. The drain cannot empty into the crawlspace beneath a
building. Discharge from a relief valve into a water heater pan
shall be prohibited. UPC 507.4 UPC 507.5
Access will be required for the whirlpool/jetted tub pump and the
tempering valve for all tubs. The tempering valve may also be
installed at the water heater. UPC 409
Showers shall be a minimum of 900 square inches and be capable
of encompassing a 30 inch circle. The shower receptor shall have
a finished dam, curb, or threshold between 2" and 9" above the
top of the drain. The floor of the shower shall slope a minimum o�
114" and a maximum of 1/2". Lining materials for built-up showers
and shower seats shall be sloped, extend upward 3" above the
horizontal surface, and over the top of the dam or threshold.
Shower receptors shall be tested by filling with water to the top of
the rough threshold while plugged at the drain. Protect the weep
holes in the sub -drain clamping ring from clogging.
UPC 408.5 - 408.7
IMain building shut-off required on water supply line. UPC 606.2
Pressure reduction valve on main water supply line required by
City code,
Vent hot water tank relief valve directly to the outside.
UPC 608.5
Hot water heater must be seismically anchored or strapped at
points within the upper one-third and lower one-third of its
vertical dimensions. At the lower point, a minimum distance of 4"
must be maintained above the controls with the strapping.
507.2
All pressure absorbing devices (e.g. air chambers, mechanical
devices, hammer arrestors) shall be accessible or installed per
manufacturer. UPC 609.10
IMinimum I" air -gap required at dishwasher. UPC 414.3 1
Hose bibs (exterior faucets) are required to have a permanently
affixed anti -siphon device installed. UPC 603.5.7
and jetted tubs shall be installed and supported per the
cturer's installation specifications. UPC 409.6
Dwelling/garage separation shall be maintained by installing 1/2" gypsum
wallboard on the garage side from the foundation to the underside of the
roof sheathing. Ceiling of garages with habitable space above shall have
5/8-inch Type X gypsum wallboard attached with 1-7/8 inch 6d coated
nails or equivalent drywall screws and the structural elements supporting
the ceiling protected with 1/2 gypsum wallboard. Enclosed accessible space
under stairs shall have walls, under -stair surface and any soffits protected
on the enclosed side with 1/2" gypsum wallboard. Water resistant gypsum
,,Wl nnt hi- impH nc A tilp hnrkino, hnqrcf %Athprp thprp %xi'll hp dirpot
exposure to water, or in areas subject to continuous high humidity
(showers, etc.). IRC R302 IRC R702.3.8.1
Fireblocking shall be provided to cut off all concealed draft openings (both
vertical and horizontal) and to form an effective fire barrier between
stories, and between a top story and the roof space. Fireblocking shall be
provided in wood -frame construction in the following locations:
1) In concealed spaces of stud walls and partitions, including furred spaces
and parallel rows of studs or staggered studs as follows:
1. 1 Vertically at the ceiling and floor levels.
1.2 Horizontally at intervals not exceeding 10 feet.
2) At all interconnections between concealed vertical and horizontal spaces
such as occur at soffits, drop ceilings and cove ceilings.
3) In concealed spaces between stair stringers at top and bottom of the run.
4) At openings around vent, pipes, and ducts at ceiling and floor level,
with an approved material to resist the free passage of flame and products
of combustion. For additional requirements see IRC 302.11
braftstops shall be installed in combustible construction where there is I
usable space both above and below the concealed space of a floor/ceiling
assembly, so that the area of the concealed space does not exceed 1000 sq
ft. and shall divide the space into approximately equal areas. Where the
assembly is enclosed by a floor membrane above and a ceiling membrane
below, draftstopping shall be provided in floor/ceiling assemblies under
the following circumstances:
I.Ceiling is suspended under the floor framing.
2.Floor framing is constructed of truss -type open -web or perforated
members.
-Istopping materials shall not be less than 1/2 inch gypsum board, 3/8
wood structural panels or other approved materials adequately
Drted and installed parallel to the floor framing membersIRC R302.12
ADDITIONAL REQUIREMENTS
shall be done by the applicant's agent/contractor and
observed by the Building Inspector on site. The agent/contractor shall set
up the equipment (transit/builders level), establish the datum point, and the
point of average grade. These items must be consistent with the approved
plans. If the proposed height of a building (as shown on the plans) is
within 12 inches of the maximum height permitted for the zone, an
elevation survey is required. An elevation survey consists of three
components to be conducted by a licensed surveyor. 1) Prior to
construction, the surveyor shall establish average grade as specified in
ECDC 21.40.030, and shall establish a reference datum point that will be
undisturbed and can be freely accessed. 2) The surveyor shall locate the
elevation of the first floor prior to the City under -floor inspection. 3) A
final letter of height confirmation shall be provided upon completion of the
structure.
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Farrell Residence Building Permit Application
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Farrell Residence Building Permit Application
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Farrell Residence Building Permit Application
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22121 95TH Place West, Edmonds, WA 98020
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22121 95TH Place West, Edmonds, WA 98020
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JAN 2 8 2019
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Farrell Residence Building Permit Application
22121 95TH Place West, Edmonds, WA 98020
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Sections and Details
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22121 95TH Place West, Edmonds, WA 98020
Structural Calculations
NE-CERVED
JAN 2 8 2019
BUILDING