BLD20100758.pdfSTATUS: ISSUED 7/15/2011
Expiration Date: 7/15/2012
Parcel No: 00937900000800
I iiWl R L r�tl_
CLEARWATER HOMES
PO BOX 432
MARYSVILLE, WA 98270 -
Ext
NEW SFR
VALUATION: $240,012.00
IIII�lIII
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
'?'- it,#• ,BLD2010075&
Project Address: 22804 96TH PL W, EDMONDS,
WESTERN RIDGE CONSTRUCTION
MURPHY BUILDING CO.
TOM BERG
6203 202ND ST SW
2020 BICKFORD AVE 417
LYNNWOOD, WA 98036-
SNOHOMISH, WA 98290-
OCCUPANT LOAD:
( ) - Ext.
(425) 775-3388 EXT:
OTHER: N ----- OTHER DESC:
LICENSE #: MURPHBCI 13K3 EXP:5/22/2012
PERMIT TYPE: Residential
PERMIT GROUP: 64 - Single Family Residence New
GRADING: Y CYDS: 50
TYPE OF CONSTRUCTION: VB
RETAINING WALL ROCKERY: N
OCCUPANT GROUP: R3
OCCUPANT LOAD:
FENCE: N 0 X 0 FT.
CODE: 09
OTHER: N ----- OTHER DESC:
ZONE: RS -8
NUMBER OF STORIES: 0
VESTED DATE:
NUMBER OF DWELLING UNITS: 0
LOT #:
BASEMENT: 0 IST FLOOR: 0 2ND FLOOR: 0
IBASEMENT: 0 IST FLOOR: 876 2ND FLOOR: 1306
3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
13RD FLOOR: 0 GARAGE: 380 DECK: 120 OTHER: 0
FRONTSETBACK SIDE SETBACK REAR SETBACK
REQUIRED: N = 25' PROPOSED: 25' RE UIRED: W = 7.5' PROPOSED: 7.5' 1 REQUIRED: S = 15' PROPOSED: 407
HEIGHT ALLOWED:25 PROPOSED:24.75 I REQUIRED: E = 7.5' PROPOSED: 50'+
SETBACK NOTES: No more than 30 inches of eaves may project into minimum required setbacks.
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED 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.
IS&APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY 4dqrALL FEES ARE PAID.
7 l -1 S�l
i nat a Print Name Date I AReleased Date
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10/ IRCI 10.
= ONLINE = APPLICANT = ASSESSOR I
OTHER-
STATUS: ISSUED
BLD2O1OO758
• REQUIRED SPECIAL INSPECTIONS FOR THIS PROJECT:
• 1) Excavation, grading, & site preparation
• 2) Soil bearing verification
• 3) Placement of fill & compaction
• 4) Footing drain
• 5) Temporary Erosion Control,
• 6) Final Erosion Control
• 7) Site retaining wall/ rockery construction.
• 8) General site monitoring
• 9) Final letter from geotechnical engineer of record
• 10)Rain Garden soils.
• 11)Drywell location.
• Follow the recommendations of the geotechnical reports by Dennis Bruce, P.E., dated 9/27/10 and 1/6/11, reports by Liu and
Associates, Inc. dated 3/17/11, 5/3/11, 6/27/11, and 7/1/11, and any subsequent reports.
• Asbuilt showing all utilities shall be provided prior to project final.
0 Lot line stakes must be in place at the time of foundation/setback inspection.
• All new, extended, re -built or relocated electrical utility and/or service shall be placed underground.
• Installation, use and maintenance of equipment and components shall be per manufacturer's specifications, installation
instructions, and applicable state codes. Provide manufacture's installation instructions on site for Building Inspector.
• Installer shall provide the manufacturer's installation, operating instructions, and a whole house ventilation system operation
description. A label shall be affixed to the whole house timer control that reads "Whole House Ventilation" (see operating
instructions).
• Special inspections have been called for on this project and are noted on the approved construction plans and building permit.
It is the owner and/or contractors responsibility to assure that reports are provided to the City on a weekly basis. Be advised—
if special inspection reports are not forthcoming, the Building Official may issue a "Stop Work" and no City inspections will
be provided until such time as the reporting agency has complied and reports are reviewed and approved by the City.
• Hose Bibbs (exterior faucets) are required to have a permanently affixed anti -siphon device installed.
• In addition to the required pressure/relief valve, an approved listed expansion tank shall be installed on all hot water tanks.
Per UPC 608.
• Obtain Electrical Permit from State Department of Labor & Industries. 425-290-1309
• Gas pipe test must be observed by City Building Inspector, affidavits shall not be accepted.
• Submit all special inspection reports to the City Building Inspector on a weekly basis.
• 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 the job card for all required City inspections including final project approval and final
occupancy inspections.
• Provide combustion air per IMC Chapter 7 for commercial and multi -family residential installations, and IRC Chapter 17 for
one and two-family dwellings.
• Any request for alternate design, modification, variance or other 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:OOam to 6:OOpm on weekdays and 10:OOam and 6:OOpm 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
harmless 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 permit 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.
• 48 hours notice is required when requesting your FINAL Engineering Inspection. 425-771-0220, ext. 1326.
• Obtain a separate permit from Olympic View Water and Sewer District for Sanitary Side Sewer.
0 Call for locates of underground utilities prior to any excavation.
• Maintain erosion & sedimentation control per city standards.
• Maintain 10' separation between the sanitary side sewer and the water service line.
• Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is
caused by or occurs during the permitted project.
THIS 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)
BUILDING (425) 771-0220 EXT. 1333 1 ENGINEERING (425) 771-0220 EXT. 1326 1 FIRE (425) 775-7720
PUBLIC WORKS 425) 771-0235 1 PRE-TREATMENT 425) 672-5755 1 RECYCLING 425) 275-4801
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 Prefereed, and whether you prefer morning or afternoon.
• E -Erosion Control/Mobilization
• E -Storm Tightline
• E-Tightline to Rain Garden
• E -Rain Garden
• E -Footing Drywell
• E -Footing Drain TL Conveyance
• E -Driveway Form & Slope Ver.
• E -Engineering Final
• B -Setbacks
• B -Footings
• B -Foundation Wall
• B -Foundation Drainage
• B -First Floor Framing
• B -Plumb Rough In
• B -Gas Test/Pipe
• B -Mechanical Rough In
• 13 -Exterior Wall Sheathing
• B -Roof Sheathing
• B -Shear Nailing
• B -Height Verification
• B -Framing
• B -Wall Insulation/Caulk
• B-Insulation/Energy
• B-Sheetrock Nail
• B -Plumbing Final
• B -Mechanical Final
• B -Building Final
• E-Tightline Drain Connection
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David West & Co.
(Professional Land Surveying)
1476 Melissa Way (509) 630-0783 (cell)
Wenatchee, Wa. (509) 470-6204
------------------------------------------------------------------------
-------------------------------------------------------------------------
Oct. 05, 2011
Clearwater
To: City of Edmonds ( Q C) cS
Re: Lot 8, Elise Short Plat
96`h Pl. W.
To Whom It May Concern:
I, David G. West Jr., a Professional Land Surveyor in the State of Washington, Reg. No. 30442,
do hereby certify that I shot the roof peak of the house situated on above referenced Lot 8 and
found it to be elev. 399.73.
This was based on the monument in case at the center of cul-de-sac of 96th Pl. W. having an
elevation of 385.58 as shown on the site plan.
Sincerely,
David G. West, Jr., P.L.S.
MICROFILM
. .. ... . ..... .
—777—pw r70.
IAU & ASSOCIATES, INC.
11012
J. Liu
1 of 1
2
GL?.jte,:siuca! Ln-7uw,-I--ntr.. F.num,!mr-,, u-oLn�-
Miles
Time On Site
Date
oDayof'Vo'ee,
30
111:45A
8/25,'2011
Thur,
11,1213 Kcii[AL� Pklo. NE
Travel Tine (Hrs'r
Time (;'.;f Site
'Neither
Kenmore. IWashingron 98028
0.75
12:15P
Sunny
Vehide H;sjn Site
Hrs CtiaigeJ
'051"Ors
Phone: (42.5) 48-1-9134 Fax: (41-15.) 486-2746
ra,ecJob
Location
Client
Single-Farnily Residences - Lots 7& 6
228xx - 96th Place West, E-5monds
lVIuFPhY Building Co.
Gere; 1 Contractor
General Gcnlfactor Superiiitindent
R - c e iv --4 U n r h ec k e cf 13,?
Murphy Building Co.
Bob 'Mur phy
EarinworlK Contractor
Earthvmrk Contractor Supt,
Cht-cked By
At the request of Bob Murphy Mth Murphy Building Co., I come on site today to observe installation of footing
drains for the homes being constructed on the subject lots. At the time of my site visit, the footing drain lines of
4-inch rigid perforated PVC pipes have mostly beers laid along the perimeter foundations of the buildings, except
around the garage where footing drains are omitted.
The geotechnical report for this project fecommended that footing drain lines be wrapped in non-woven filter
fabric socks and comple-t6y enclosed in Glean 3/4 to 1-11,12 inch wasbed gravel or crushed rock. The footing
drains are embedded in 31'8 to 1I-1j2 inch, washed gravel with a non-woven filter fabfic liner covering the top of
the washed gravel fill. It is my opinion footing drains constructed in this manner are acceptable, too. The filter
fabric should keep soil from migrating into the drain Tines and there i.5 little chance that the fine,, gravel would plug
up the holes intheIPVC pipe walls-
It is my opinion the fooling drains are properly Installed.
09?
E
!q,
Copy to:
0 Continued
1) Bob MUrphy4vlorphy Building Co.
on Next.
3) 4)
n—
MICROFILM
�-kov EoMo� Inspection Comments
BLD20100758 64 - Single Family Residence New
Applied: 10/15/2010 Issued: 07/15/2011 Expires: 07/15/2012
enc. I R90
Address: 22804 96TH PL W, EDMONDS
.INSPECTION DATE INSPECTOR --A C -T -1-0N
1001 - E -Erosion Control/Mobilization 08/02/2011 LAMBERTJ COR
Comment: Went on - site and no TESC measures were in place. Will call when ready.
1001 - E -Erosion Control/Mobilization 08/04/2011 LAMBERTJ PAR
Comment: TESC adequate at this time
1001 - E -Erosion Control/Mobilization 12/13/2011 ZULAUF COM
Comment: see attached correction notice
1001 - E -Erosion Control/Mobilization 12/30/2011 ZULAUF CMP
Comment: Final Approved
1013 - E -Storm Tightline 08/29/2011 ZULAUF COM
Comment: partial ok to b/f
1013 - E -Storm Tightline 11/07/2011 LAMBERTJ COM
Comment: J.Zulauf on site -instructed contractor to remove n-12 and install cleanouts or bends to lines -the storm
water should be collected to approved stormwater management system
1013 - E -Storm Tightline 11/08/2011 LAMBERTJ PAR
Comment: OK to backfill
1013 - E -Storm Tightline 12/16/2011 MCCONNELL COM
Comment: Trench drain in driveway water tested for connection to rain garden. Approved.
1013 - E -Storm Tightline 12/30/2011 ZULAUF CMP
Comment: OK to final
1014 - E-Tightline to Rain Garden 11/07/2011 LAMBERTJ PAR
Comment: J.Zulauf on site - OK to backfill line - need to verify connection
1014 - E-Tightline to Rain Garden 11/08/2011 LAMBERTJ CMP
Comment: Verified connection
1016 - E -Rain Garden 11/04/2011 MCCONNELL PAR
Comment: Inspected bottom of rain garden. Contractor will widen slightly. Questions regarding installing retaining
wall on east side due to existing storm pipe. Without a wall they won't be able to keep the storm pipe
covered. J.Shuster is okay with adding the retaining wall as long a their engineer approves sizing with
it.
1016 - E -Rain Garden
Comment: OK to final
12/30/2011 ZULAUF
1018 - E -Footing Drywell 11/07/2011 LAMBERTJ
Comment: J.Zulauf on site - OK to backfill - verified connection to drywell
1019 - E -Footing Drain TL Conveyance 12/30/2011 LAMBERTJ
Comment: J.Zulauf on site - OK to backfill - verified connection to drywell
12/30/2011 2:31:09 PM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220
CMP
CMP
CMP
Page 1 of 3
JINSPECTION_ _ _
DATE
INSPECTOR
ACTION
1044 - E -Driveway Form & Slope Ver.
12/13/2011
ZULAUF
CMP
Comment: ok
1077 - E -Engineering Final
12/13/2011
ZULAUF
COM
Comment: see attached correction notice.
1077 - E -Engineering Final
12/14/2011
ZULAUF
COM
Comment: Not ready, final site restoration in progress.
Contractor needs to call for re -inspect when
all corrections
are completed.
1077 - E -Engineering Final
12/16/2011
MCCONNELL
PAR
Comment: Site restoration complete & trench drain water test complete.
Contractor to submit final geotech report.
1077 - E -Engineering Final
12/16/2011
MCCONNELL
PAR
Comment: Geotech reports submitted and attached to
permit.
1077 - E -Engineering Final
12/30/2011
ZULAUF
CMP
Comment: Final Approved
1106 - B -Setbacks
08/10/2011
STEINIKE
CMP
Comment:
1108 - B -Footings
08/10/2011
STEINIKE
CMP
Comment:
1110 - B -Foundation Wall
08/18/2011
STEINIKE
CMP
Comment:
1112 - B -Foundation Drainage
08/26/2011
LAWLER
CMP
Comment: received geotech report, okay to sign inspection card next field
trip to site
1122 - B -First Floor Framing
09/06/2011
STEINIKE
COR
Comment: Top flange Hangers on the North side are not
installed per manufacture specs.
Use proper hangers or provide Engineering
on new system.
1122 - B -First Floor Framing
09/20/2011
STEINIKE
CMP
Comment:
1126 - B -Plumb Rough In
09/20/2011
STEINIKE
CMP
Comment:
1128 - B -Gas Test/Pipe
09/29/2011
LAWLER
CMP
Comment: need to sign inspection card
1130 - B -Mechanical Rough In
09/30/2011
LAWLER
CMP
Comment:
1132 - B -Exterior Wall Sheathing
09/21/2011
STEINIKE
COR
Comment: No plans or job card on site, and looks like nails sticking up on roof?
Re -call.
1132 - B -Exterior Wall Sheathing 09/23/2011 STEINIKE CMP
Comment:
1133 - B -Roof Sheathing 09/20/2011 STEINIKE CMP
Comment: Nails over penetrated. Re -nail.
12/30/2011 2:31:09 PM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 2 of 3
INSPECTION
DATE
INSPECTOR
ACTION:.
1136 - B -Shear Nailing
09/30/2011
LAWLER
CMP
Comment:
1140 - B -Height Verification
12/19/2011
LAWLER
CMP
Comment:
1142 - B -Framing
09/30/2011
LAWLER
CMP
Comment: height survey forthcoming
1144 - B -Wall Insulation/Caulk
10/12/2011
STEINIKE
CMP
Comment:
1146 - B-Insulation/Energy
12/19/2011
LAWLER
CMP
Comment:
1150 - B-Sheetrock Nail
10/17/2011
STEINIKE
CMP
Comment:
1152 - B -Plumbing Final
12/19/2011
LAWLER
CMP
Comment:
1156 - B -Mechanical Final
12/19/2011
LAWLER
CMP
Comment:
1158 - B -Building Final
12/12/2011
LAWLER
COR
Comment: Water to be operational, engineering final required
1158 - B -Building Final
12/19/2011
LAWLER
CMP
Comment:
12/30/2011 2:31:09 PM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 3 of 3