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Home My WebLink AboutBLD2023-00129 Garage - BLD Inspections - 8/1/2024 ` \ 615 W.Alder St.Bldg 8,SHELTON,WA 98584 ry \ MASON COUNTY SHELTON:360-427-9670, EXT 352 COMMUNITY SERVICES BELFAIR: 360-275-4467, EXT 352 Budding,Planmmnq,[nvironmentaltkwlth,Communityllejlth ELMA:360-482-5269, EXT 352 `L- - www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY** To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bid-inspection. hp Permit Number BLD2023-00129 Date Issued 02/10/2023 Issued By Project DETACHED GARAGE/SHOP Site Address 160 E Shady Valley Ln Applicant SHARER RONALD J & BEVERLY A Contractor Contractor Phone Primary Code UPC IBC, IRC,IFC, IEC,IMC,8, Type Permit Type GARAGE/STORAGE 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 Department Building Official: Community Services Designee Concrete Setbacks -Z,Z.Z Slab ZS-Z fJL Footing Perimeter �Lty 2 _ Point load Footing Footing Interior Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing 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_2 , G JCS Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other Metl(ew (-7to .. d,rf �s ht /Af j2c-t v/r•. Z-3 1-T 3 J7Z c�'�1-) . �Z3 Z�( 1ICO 7er,-t-,'4_ (Gt' f i t,4,1 �iFu �dA,VJS, "Tc%OK-T avrprovw (74d 7-( e 6 -' MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY SERVICES 360-482-5269 Elma ext.352 Building,Planning,Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: i D 74Z3_ ADDRESS/LOCATION: n jtF7 S A4A/L t/a 11.e FINDINGS• i -P v — H ta-s o✓ h a 4-k u �a�C`u�� -f (✓� ,H 1/7- w a 4 Iru f 41 N?�t�✓i4 Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. all for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. ❑ OK to Date: '7 3 l—2-; ❑ Please contact our office regarding possible Department: uLD structural damage incurred by recent Inspector: J 7L "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 a 40L MASON COUNTY 360-427-9670 ext.352 COMMUNITY DEVELOPMENT www.masoncountywa.gov Permit Assistance Center, Building,Planning CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: BLD2023-00129 ADDRESS/LOCATION: 160 E SHADY VALLEY LN, ALLYN FINDINGS• 1) PROVIDE ENGINEERS OR GEO-TECH APPROVAL FOR FOOTING/STRUCT PLACEMENT WITH 3 5- FROM ADJACENT DESCENDING SLOPE REFERNCE[ SLOPE HAS BEEN CREATED USING IMPORTED FILL MATERIAL 2) PROVIDE COMPACTION REPORTS FOR ALL IN-PLACE FILL MATERIAL. DO NOT POUR CONCRETE UNTIL APPROVAL HAS BEEN SUBMITTED TO COUNTY FOR REVIEW AND APPROVAL. Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ✓❑ Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. ❑ OK to Date: 7/31/23 ❑Please contact our office regarding possible Department:BUILDING structural damage incurred by recent Inspector:JOSHUA LUCK "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 vvNti ,d 23— D o 2.(:f% Y Evuv'rotech EwgLweenoO, T>c__.Lrc. RECEIVEI`: ceotechw�cal Evt,v�rcwvuev.ta��pra%wage�Roadway APR 19 2024 615 W. Alder Streei April 18,2024 Ronald Sharer 160 E Shadey Valley Lane Allyn,Washington 98524 Reference: Geotechnical Evaluation of fill slope 160 E Shadey Valley Lane,Allyn,Washington BLD 2023-00129 Dear Mr. Sharer, Envirotech Engineering, PLLC has completed a site inspection of a fill slope for a proposed garage. The foundation and slab is currently in place.A site visit was conducted by Envirotech on April 17,2024. The minimum distance from the concrete foundation/slab was about 6.5 feet from the top of fill slope.The slope grade of the fill was generally inclined at 2:1. Some of the surface soils of the fill were measured to be loose. However, Envirotech measured the foundation supporting soils beneath the surface soils to be dense to very dense. We conclude that the fill slope is stable with relation to foundation support. All exposed soils should be permanently stabilized with vegetation in order to prevent surface erosion. Thank you for the opportunity to work on this project. If you have any questions or need any further assistance,please contact Michael Staten at 360-275-9374. Sincerely, Envirotech Engineering yeti CLvap sr w Asf, 43(WS i Michael Staten,P.E. Project Director too gox984 ', get fa%r, wasl�%wgtow y8.s28 Celt: 360-/o8y-6o45 ewvi.rotech@geotectiw%callv,,fo.covu MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352 Building,Planning,Fire Marshal 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: AVz0z3-001Z? ADDRESS/LOCATION: /`OO ✓ FINDINGS• ft4C, Lot& �-- M414 AlOr il�oS y C� Ald OGL reSS Items listed above must be corrected to tiain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked on the next inspection. ❑ OK to Date: 7—1 7—Z [ Please contact our office regarding possible Department: L structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 Mud Bay Geotechnical Services, llC 1001 Cooper Point Road SW,Suite 140,PMB#108 1 Olympia,WA 98502 1 360.481.9784 i CHeathman@MudBayGeotech.com September 16, 2023 Project No: 2434-MAS Page 1 Subject: Foundation Repair Report 160 Shady Valley Lane Allyn, WA 98524 Mason County Parcel #12208-52-07038 Dear Ron Sharer, Per your request, Mud Bay Geotechnical Services, LLC performed a site reconnaissance at the site on August 22, 2023. The purpose of the site reconnaissance was to investigate the compaction and side slopes and foundation subgrade within a fill pad already constructed on site to support a new shop with a footprint approximately 30' x 40'. It is our understanding that the original slightly sloping native ground was filled in to level the area where the shop is located. The fill varies in height from little to no fill where it meets the existing grade up to as much as 10 to 12 feet at the southeast corner. The southeast corner coincides with where there was a natural dip locally in the topography making it higher then the rest of the fill pad area. The more typical maximum fill height elsewhere in the fill pad is in the range of approximately 6 to 8 feet. At the time of the site visit the fill pad had already been placed to final height, and the forms and rebar were in place for constructing the shop foundation and slab. The fill material generally consists of moist, light brown, well-graded sand with gravel (SW). While on site we did not observe any signs of groundwater or any drainage concerns that would compromise the stability of the fill pad and side slopes. The top of the fill to the east of the structure contains approximately 6 feet of level ground before transitioning to a side slope, with as little as 4 feet from the top of slope at the nearest point. The top of slope to the south of the structure is as close as 6 feet from the footprint(near the SE corner) and widens to approximately 20 moving west toward the existing parking area. As part of the site investigation, we probed the entire subgrade at evenly spaced intervals using a Humboldt Manufacturing model H-4188 12 inch 2 4 3 4 - M A S 160 E Shady Valley Lane , Allyn WA 98524 inspection probe by putting the entire upper body weight onto the probe and measuring the depth of penetration. The level bench area between the edge of the structure and the top of fill pad side slope was found to be firm and unyielding at all locations. GEOTECHNICAL RECOMMENDATIONS Foundation Subgrade Based on our observations and the results from the probe inspection, the fill has been placed and compacted in a manner resulting in firm conditions throughout the fill pad. The foundation and slab subgrade is suitable to support the typical loading from a single story shop structure. Due to the wetter fall months coming in the near future, we recommend placing concrete as soon as possible to reduce the potential for softening of the subgrade and pooling of water within the foundation area. Slope Stability The side slopes of the embankment fill pad are currently greater than a 2H:1 V, and are approaching 1 H:1 V in many locations. On a long term basis, the slopes will be stable at a slope angle of 2HA V and additional fill will need to be placed on the outside to flatten the current slopes. However, given the lack of indications of existing slope instability and erosion during this dry time of the year, in our opinion the fill pad is stable at this time and we recommend proceeding with construction of the shop foundations and slab, provided that temporary erosion control measures are implemented as recommended below. Prior to November 1, 2023 when the wet season begins, we recommend that all side slopes be flattened with new fill to 2H:1V on the outside to ensure a long term stable slope configuration. Since the sloped portion of a fill is the most critical for achieving proper compaction, we recommend that Mud Bay Geotechnical Services, LLC be retained to ensure that the fill is placed and compacted properly for long term stability. The fill should consist of a well-graded material (USCS soil classifications SW and GW) placed and compacted in 6-inch lifts toercent of the maximum dry density of the material. The soil material used for the current fill pad is a considered to be a suitable material. Prior to construction of the fill, we recommend lab testing a sample of the material to determine the maximum dry density and optimum moisture content to consider when verifying the condition of the placement and compaction during construction. 2 1 P a g e 2434 - MAS : 160 E Shady Valley Lane , Allyn WA 98524 Temporary Erosion Control Vegetation should be maintained where it currently exists on slopes where disturbance is not necessary as part of construction. The fill side slopes and other disturbed slope areas should receive jute placement as a temporary erosion protection measure. and be hydroseeded to help reduce erosion potential. The jute should be anchored into the fill slope using 9-inch landscaping staples at a 16-inch spacing. Permanent Erosion Control After the final fill wedge is placed, permanent erosion control measures should be implemented using a combination of grass or mulch in combination with erosion resistant plantings. If mulch is used, we recommend that a permanent plastic mesh netting be placed atop the mulch. The netting can be anchored into the hillside using 8-inch landscaping staples placed at a 18-inch spacing. In addition to the netting atop the mulch, straw wattles should be installed horizontally across the slope face. The addition of straw wattles will work to slow the surface velocity of any water sheeting along the slope while simultaneously providing an additional erosion control measure and further mitigating the erosion of the permanent ground cover. WaTecom that VPWF the straw wattles are place 4-to - oo in ery long the slope. The straw wattles should be a minimum 8-inch diameter secured with 24-inch wooden stakes installed at a maximum 2- foot spacing. The ends of the straw wattles should overlap each other by a minimum of 12- inches and be securely tied together. The performance of the straw wattles should be checked periodically and any sloughed sediment on the upslope side of the wattle should be removed when accumulation reaches half of the height of the wattle. To ensure long-term erosion protection, vegetation should be planted along the slope face. The slope should be planted with a mixture of deep-rooting, native Pacific northwest vegetation at an appropriate spacing based on the specific growth requirements of the plants. A good approximation for shrubs is in the range of 5-to 10-foot spacing, and 4-foot spacing for groundcover vegetation. The hillside should be planted with enough vegetation to achieve a dense cover for enhance erosion protection. 3 1 P a g e 2434 - MAS ! 160 E Shady Valley Lane , Allyn WA 98524 We appreciate the opportunity to serve your geotechnical needs on this project and look forward to working with you in the future. Please contact us at your earliest convenience if you have any questions or would like to discuss any of the contents of this report. Sincerely, Chris Heathman, P.E. Mud Bay Geotechnical Services, LLC Q NgASe 9/16/2023 46365 �gv 4 � ' Mason County .- Mason County - Division of Community Development 615 W. Alder St. H C Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov B DD2023-00129 GARAGE/ STORAGE PROJECT DESCRIPTION: DETACHED GARAGE/SHOP ISSUED: 02/10/2023 SITE ADDRESS: 160 E SHADY VALLEY LN ALLYN EXPIRES: 08/09/2023 PARCEL: 122085208015 APPLICANT: SHARER RONALD J & BEVERLY A OWNER: SHARER RONALD J & BEVERLY A 160 E SHADY VALLEY LN 160 E SHADY VALLEY LN ALLYN, WA 98524 ALLYN, WA98524 1.360.275.6123 VALUATIONS: FEES: Paid Due U VB Utility, miscellaneous 1200.00 $79,776.00 Building Permit Fee $931.42 $0.00 State Fee-Residential $6.50 $0.00 Technology Surcharge $30.74 $0.00 Planning Review Fee $240.00 $0.00 Plan Check Fee $605.42 $0.00 Total: $79,776.00 Totals : $1,814.08 $0.00 REQUIRED INSPECTIONS Setback Inspection Framing Inspection Footing Inspection BLD-Final Inspection Foundation Wall-Pre-Pour Inspection CONDITIONS * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. The foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth shall be observed below grade in undisturbed soils. Printed by:Amber Selby on:02/10/2023 11:40 AM Page 1 of 5 c 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 GARAGE/ STORAGE BLD2023-00129 Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. * Concrete encased grounding electrodes must be installed and used at each new building or structure that is built upon a permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor & Industries (L&I). For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415- 4000. * 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. * 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. * Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). * 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. * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. * WIND LOADS - Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic wind speed for Mason County is 85 MPH. * The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the approved site plan is not on site, 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. * All property lines shall be clearly identified at the time of foundation inspection. * The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. * When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by the Mason County Department of Public Works. For more information contact Public Works, at (360)427-9670, ext. 450 or 100 W Public Works Dr. Shelton. The building permit will not be finaled until the permit holder can show proof that the access permit from Public Works has been finaled and approved. Printed by:Amber Selby on:02/10/2023 11:40 AM Page 2 of 5 t 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 GARAGE/ STORAGE BLD2023-00129 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. Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28 and 14.17. The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. "NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled"Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. 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 and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. * 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. Printed by:Amber Selby on:02/10/2023 11:40 AM Page 3 of 5 Y , 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 GARAGE/ STORAGE BLD2023-00129 * 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 and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. * By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your "Approved Site Plan" to ensure these structures meet the setback conditions listed. " 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. The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your"Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed. When parcel development requires direct access to state road(s), a Road Access Permit or Approval must be granted and approved by the Washington State Department of Transportation. For more information contact Washington State Department of Transportation, at (206)357-2620, ext. 630. " Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. • Setbacks are measured from the furthest projection of the structure. . This structure is approved as unheated space. To be considered unheated space the area may be provided with a heating system that does not exceed maxium output of 1 watt per square foot., or 3.4 Btu/h per square foot. A permit and approval is required prior to installation of any heating system. When a heating system exceeds 1 watt per sq. ft (or 3.4 btu/h per sq. ft) the heated space shall be insulated in accordance with the energy code in effect at the time of permit application. 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. Printed by:Amber Selby on:02/10/2023 11:40 AM Page 4 of 5 Mason County Mason County - Division of Community Development 615 W. Alder St. N`C Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov GARAGE/ STORAGE BLD2023-00129 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 go ng this type of work will be complied with whether specified he4oa ot. Th granting of it does not presume to give authority to violate or cancel the provisioy oth r state/loca ulating construction or the performance of construction. Issued By: Contract or Authorized Agent: Date: Printed by:Amber Selby on:02/10/2023 11:40 AM Page 5 of 5