BLD20130319 (2).PDFi 46
CITY -OF EDMONDS
STATUS: ISSUED 05/02/2013
Expiration Date: 05/02/2014
Parcel No: 00513100015415
CHERYL SPASOJEVIC
17626 68TH AVE W
EDMONDS, WA 98026
(425)745-8181
121 5TH AVENUE NORTH - EDMONDS, WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
CHERYL SPASOJEVIC
17626 68TH AVE W
EDMONDS, WA 98026
(425)745-8181
Permit t #:-BLD20130319
Project'Address: `17734 OLYMPIC VIEW. DR,11
EDMONDS
WORK DONE PRIOR TO PERMIT
LICENSE #: EXP:
O. DESCRIPTION
908 SQ. FT. TYPE VB HOME.
VALUATION: $102,076.00
PERMIT TYPE: Residential
PERMIT GROUP: 64 - Single Family Residence New
GRADING: N CYDS: 0
TYPE OF CONSTRUCTION: VB
RETAINING WALL ROCKERY: N
OCCUPANT GROUP: R-3/U
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 1 ST FLOOR: 0 2ND FLOOR: 0
BASEMENT 0 1 ST FLOOR- 908 2ND FLOOR: 0
3RD FLOOR: 0 GARAGE: 888 DECK: 0 OTHER: 320
3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 153
FRONTiACK SIDE SETBACK' SETBACK
REQUIRED: E 25 PROPOSED: 11 * RE UIRED: N 7.5 PROPOSED: 23 RE UIRED: W 15 PROPOSED: 107
HEIGHT ALLOWED:25 PROPOSED:14.15 REQUIRED: S 7.5 PROPOSED: 11 (from
easement)
SETBACK NOTES: * The original garage building as approved under permit #810103 may remain within the 25' street setback, at I P from the eastern property line,
as a nonconforming structure. However, the existing deck, stairs, patio, chimney, and cover on the northern side of the original building shall be removed from the
25' street setback since they were not part of approved permit #810103. All other existing structures located within the minimum required setbacks, such as the
compost bin, garden beds, and fences over 6' in height shall be removed or relocated to comply with setbacks and all other applicable requirements.
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.
THISAPPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HINHER DEPUTY AND ALL FEES ARE PAID.
By
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 06 OTHERP
STATUS: ISSUED
BLD20130319
• The original garage building as approved under permit #810103 may remain within the 25' street setback, at I F from the
eastern property line, as a nonconforming structure. However, the existing deck, stairs, patio, chimney, and cover on the
northern side of the original building shall be removed from the 25' street setback since they were not part of approved permit
#810103. All other existing structures located within the minimum required setbacks, such as the compost bin, garden beds,
and fences over 6' in height shall be removed or relocated to comply with setbacks and all other applicable requirements.
• 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).
• 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.
• Type B or L vent connectors required on fuel -burning appliances passing through unheated spaces. Per IMC 803.2
• Obtain Electrical Permit from State Department of Labor & Industries. 425-290-1309
• Pursuant to UPC 605.2 a water service shutoff shall be installed on the water line as it enters the building.
• Gas pipe test must be observed by City Building Inspector, affidavits shall not be accepted.
• 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.
• Pursuant to UPC 608 a pressure regulator valve (PRV) shall be installed near the water shutoff.
• 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 10:00am 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
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.
• 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.
• Owner/Contractor to provide Water Service Line asbuilt at final inspection. See City Standards for requirements.
• Owner/Contractor to provide Side Sewer asbuilt at final inspection. See City Standards for requirements.
INSPECTIONS
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)
CALL FOR INSPECTIONS
BUILDING (425) 771-0220 EXT. 1333 1 ENGINEERING (425) 771-0220 EXT. 1326 1 FIRE (425) 775-7720
PUBLIC WORKS 425 771-0235 PRE-TREATMENT 425 672-5755 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-Water Service Line
• E-Engineering Final
• B-Setbacks
• B-Framing
• B-Insulation/Energy
• B-Building Final
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Redmond, WA 98052
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STRUCTURAL NOTES
CODE:
DESIGN IS IN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE
(I.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT.
LIVE LOADS:
ROOF ------------------ 25 PSF
LATERAL
WIND ------------------ EXPOSURE B; 85 MPH
SEISMIC -------------- SITE CLASS "D"
FOUNDATIONS:
EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY
OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF F-6"
BELOW ADJACENT EXTERIOR FINISHED GRADE.
CAST -IN -PLACE CONCRETE:
F'c = 2,500 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF
CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF
CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS
1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING
TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL
DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION
PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL
PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH
MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON
CENTER UNLESS NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER
SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF
THE SILL PLATE. FOUNDATION WALLS ENCLOSING A BASEMENT BELOW
FINISHED GRADE SHALL BE WATER PROOFED PER ARCHITECTURAL
SPECIFICATIONS. HOT DIPPED GALVANIZED FASTENERS SHALL CONFORM WITH
ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNNECTORS SHOULD
CONFORM TO ASTM A653, CLASS G-185. STAINLESS STEEL FASTENERS AND
CONNECTORS SHOULD BE TYPE 304 OR 316. SIMPSON PRODUCT FINISHES
CORRESPONDING TO THESE REQURRMENTS ARE ZMAX(HOT DIPPED
GALVANIZED) AND SST300 (STAINLESS STEEL).
STRUCTURAL STEEL:
STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH
THE A.I.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF
STRUCTURAL STEEL BUILDINGS (8TH EDITION). STRUCTURAL STEEL SHAPES
SHALL CONFORM TO ASTM DESIGNATION A-36 UNLESS NOTED OTHERWISE.
SQUARE AND RECTANGULAR STRUCTURAL STEEL TUBING SHALL CONFORM TO
ASTM DESIGNATION A500, GRADE B. STEEL PIPE SHALL CONFORM TO THE ASTM
do
DESIGNATION A53, TYPE E OR S, GRADE B (Fy = 46,000 PSI). WELDING SHALL BE
IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE LAWS. ALL WELDING
SHALL BE CERTIFIED BY WELDERS (W.A.B.O. OR EQUAL) USING E60 OR E70
ELECTRODES. SHOP DRAWINGS OF ALL STRUCTURAL STEEL WORK SHALL BE
SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. ALL
STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER.
SURFACES TO BE EMBEDDED IN CONCRETE, FIREPROOFED OR FIELD WELDED
SHALL NOT BE PRIMED. ALL BOLTS SHALL BE A325 UNLESS NOTED OTHERWISE.
ALL ANCHOR BOLTS SHALL BE ASTM A307. COLUMN ANCHOR BOLTS SHALL BE
FURNISHED WITH 2 NUTS AND 2 WASHERS EACH BOLT UNLESS NOTED
OTHERWISE.
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