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Home My WebLink AboutBLD2024-00785 Deck - BLD Inspections - 4/14/2025 MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584 ILim S COMMUNITY SERVICES SHELTON:360-427-9670,EXT 352 BELFAIR:360-275-4467,EXT 352 BuidaSPlamming,Environmental Health Community Heallh ELMA•360-482-5269,EXT 352 www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY" To schedule an inspection call or visit http:/lwww.co.mason.wa.us/community-services/bid-inspection.php Permit Number BLD2024-00785 Date Issued 09/1112024 Issued By Project EXTEND 2ND FLOOR DECK 4' Site Address 211 E Sterling Dr,Unit E14 Applicant VAN WINKLE TAMELA JEAN&EDMUND A Contractor Contractor Phone Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type Permit Type CARPORT/DECK/COVERED Occupancy -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION,FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. "THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.— PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Building Official: Community Services Designee Department Concrete Setbacks Slab Footing Perimeter Point load Footing Footing Interior Footing Decks/Porches -) -Z 17� Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing !1_49_ 5 m Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab Ceiling Floor Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building -1 --0 Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other 3-1,7-af INSPECTION RESULTS Page 1 MASON COUNTY Department of Community Development COMMUNITY DEVELOPMENT 615 W Alder St, Shelton, WA 98584 Permit AsslstanCe Center,Building,Planning (360)427-9670 ext. 352 Application# BLD2024-00785 Application Type CARPORT/DECK/COVERED Owner VAN WINKLE TAMELA JEAN & EDMUND A Parcel # 122185100014 Site Address 211 E Sterling Dr, Unit E14 Allyn, WA 98524 Inspector Inspection Type Date Status Comments 3-19-25 DED Dave Dobson FOOTING INSPECTION 03/19/2025 FAIL 1)16"x16"x12"footings not installed send photos to DDOBSON@MASONCOUNTYWA.GOV 1 _ Mason County Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov B DD2024-00785 CARPORUDECK/ COVERED PROJECT DESCRIPTION: EXTEND 2ND FLOOR DECK 4' ISSUED: 09/11/2024 SITE ADDRESS: 211 E STERLING DR, UNIT E14 ALLYN EXPIRES: 03/10/2025 PARCEL: 122185100014 APPLICANT: VAN WINKLE TAMELA JEAN&EDMUND A OWNER: VAN WINKLE TAMELA JEAN &EDMUND A 211 E STERLING DR E14 211 E STERLING DR E14 ALLYN,WA 98524 ALLYN,WA 98524 206-954-8328 VALUATIONS: FEES: Paid Due Uncovered Deck 68.00 $1,020.00 Technology Surcharge $4.72 $0.00 State Fee-Residential $6.50 $0.00 Building Permit Fee $156.00 $0.00 Planning Residential Review $240.00 $0.00 Fee Plan Check Fee $80.00 $0.00 Total: $1,020.00 Totals : $487.22 $0.00 REQUIRED INSPECTIONS Setback Inspection Framing Inspection Footing Inspection BLD-Final Inspection CONDITIONS * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. Printed by:Anna Schaffran on:09/11/2024 01:07 PM Page 1 of 3 Mason County r� Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov CARPORT/DECK/ COVERED BLD2024-00785 Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance contact the Mason County Public Works Department prior to construction at Ext 450 The foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth, minimum 12 inches, shall be observed below grade in undisturbed soils. * All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. * All other necessary permits from Mason County, Washington State, Federal Agencies, and/or other agencies/groups that are required for this proposed development and construction must be obtained PRIOR TO DEVELOPMENT AND CONSTRUCTION. * All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. * CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. * REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the manufacturer's installation instructions. A drip edge shall be provided at eaves and gables of shingle roofs. * OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION UNLESS OTHERWISE APPROVED. * Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. * GUARD RAILS MUST COMPLY WITH SECTION R312 OF THE 2021 INTERNATIONAL RESIDENTIAL CODE (IRC) POSITIVE CONNECTION REQUIRED AT POST TO BEAM CONNECTIONS. Printed by:Anna Schaffran on:09/11/2024 01:07 PM Page 2 of 3 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov CARPORT/DECK/ COVERED BLD2024-00785 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: /Ohn n 01 Contractor or Authorized Agent: �° g ��1 /�V�y Date: /j 1 Printed by:Anna Schaffran on:09/11/2024 01:07 PM Page 3 of 3 NELSON & MCCLURE March 19, 2025 Ed Van Winkle 211 E Sterling Dr. Allyn, WA 98524 Re: Exterior Deck Addition Job Number 24-503 Dear Mr. Van Winkle, It is my understanding that existing 12" diameter concrete caissons were used as part of the footing system for the new deck addition at your home. It is also my understanding from previous conversations that these caissons are estimated to be at least a foot, and possibly several feet, into the ground. The concrete of the existing caissons is in good and serviceable condition. Based upon telephone calls with you, the new front beam of the deck addition is supported in four locations. Supporting locations are at each exterior end on existing caissons and two supports in the approximate center of the beam, one an existing caisson and one a new poured footing. The original calculations assumed a very low soil bearing value without any knowledge of soils. After further discussions with you and some internet searches on the Department of Natural Resources website it appears that the soil in the area around Lakeland Village has significant gravel. DNR lists this area as Gravelly Sandy Loam which results in higher bearing values for your specific site soils than originally calculated. I have revised the calculations using the footing configuration you have described to me using the existing concrete caissons along with the new footing pad in the near center is acceptable. If you have questions, please contact our office. Sincerely, WA.cf��SG — Jayne' Nelson, PIE Nelson & McClure, PLLC y S z EhI'IRES: 01 2101 A Carriage Dr SW (360)943-2363 Suite 101 email:Jayne@NelsonandMcClure.com Olympia,WA 98502