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Home My WebLink AboutBLD2022-01459 SFR - BLD Inspections - 9/11/2024 MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584 COMMUNITY SERVICES SHELTON:360-427-9670,EXT 352 BELFAIR:360-275-4467,EXT 352 Buildins Planning,Environmental Health.Community Health ELMA:360-182-5269,EXT 352 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.php Permit Number BLD2022-01459 Date Issued 04/12/2023 Issued By � Project DEMO EXISTING&CONSTRUCT NEW SFR Site Address 1101 E Krabbenhoft Rd Applicant WILLIAMS LARRY C&CHRISTINE A Contractor FOX HEAD CONSTRUCTION Contractor Phone 360-870-1287 Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type Permit Type NEW SINGLE FAMILY RESIDENCE 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 kV-X3.c;15 NJN Point load Footing Footing Interior Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical -a Gas Piping /S Z4, qJ &J Shear Wall Nailing Underfloor Other Insulation Slab Ceiling Floor g jig 12.4 �( Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building 61'« Z Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other -��j��oo�� o��- \u•l$ a3 N. l k� -Iq--2q DED ,S�'f- Af4, � , ( z.( (0---1,4 J� 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.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: - 0 ` ADDRESS/LOCATION: A 1'1 FINDINGS: V D �►� \ r� 2 Vtoe 10 r CY1 . - Items listed above must be corrected to izain 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: O—�, -a3 ❑ Please contact our office regarding possible Department: structural damage incurred by recent Inspector: - "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 0414�)-- COMMUNITY SERVICES 360-482-5269 Elma ext.352 Building, Planning, Environmental Health,Community Health 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: S ADDRESS/LOCATION: . FINDINGS: ell- _ ; .` 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. 211M'—ake corrections, items will be checked on the next inspection. ❑ OK to Date: ❑ Please contact our office regarding possible Department: N?:) L� structural damage incurred by recent Inspector: k1,1 o(v- S "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 Belfair352 COMMUNITY SERVICES 36 60-482-52 0-275-4467 9 Elmaeext.352 Building, Planning, Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER:. i:z -bk ` , ADDRESS/LOCATION: ` (' FINDINGS r in _ �1 V-O Y� y- 1 Y- Y � e v r V r r' 4 r N vv' 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. 0 Make corrections, items will be checked on the next inspection. ❑ OK to Date: Please contact our office regarding possible structural damage incurred b_ g Y recent Department: Inspector: ��y yS "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 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 CORRECTIOWINSPECTION REPORT PERMIT/CASE NUMBER: /jG72DZz— 14 " ADDRESS/LOCATION: Ila C yA he✓rIfeGf 7- rq <w FINDIN S: G rd✓t kf40 _ Prs e-,e 65 Ito <A-.I .�✓ L r 1 0 l G✓ tj4x bt ypc Y' 2 vd vc ko470 e - 61100 e. l K - VtO Lea� t/a llr �c 4g, l �� ,,.,e —Plet Svre j-vs w S /!ems l! 0-, {A o 1c S te4-v mAc It inr a'P yrVe rS LL 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: (0,—7, ❑ Please contact our office regarding possible Department: structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 • 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 CORRECTIOWINSPECTION REPORT PERMIT/CASE NUMBER: ADDRESSILOCATION: ��OI E �R�t.BBENH�FT RD FINDINGS: F cce, c-l/ f6, 12I f c lea i-icc J -'kW- rear' op o p -114— f;�cp�cca`_ THIS- rt AA- AA)Cd- Al Ld T Jf- M E T rN A PER/''I,AA/F itl T ;9y+N,W R . l7oorS 40� i1J1k/( 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: Please contact our office regarding possible Department: AL Q structural damage incurred by recent n�-r� "natural/man made"disasters.This is NOT a Inspector: .r CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC 14.12 INSPECTION RESULTS Pagel �. MA50NCOUNTY Department of Community Development COMMUNITY SERVICES 615 W Alder St,Shelton,WA 98584 w M (360)427-9670 Application# BLD2022-01459 Appplication NEW SINGLE FAMILY RESIDENCE Application# BLD2022-01459 Ty Parcel# 221272390070 Site Address 1101 E Krabbenhoft Rd Grapeview,WA 98546 �rnc. e� ... ate; ��z`:,•\ rc�.�.? a 8-19-24-JQ photos received for items 1-3 ok this date item 4 is still out standing 8-19-24-JQ /.caulk penetrations under stairs in floor at line set and drain for HVAC and electrical in wall /.caulk CONDENSATE LINES at foundation wall and install 90 degree turn downs(2) Joshua Quarders BLD-FINAL INSPECTION FAIL �.support gas line to the underside of floor joists in crawl space 4.can not issue occupancy until sewer has been signed off please contact EH Rhonda Thompson(360)427-9670 x581 DO NOT OCCUPY CALL FOR REINSPECTION WHEN CORRECTIONS ARE MADE BEFORE PROCEEDING WITH ANY FURTHER WORK OK TO SEND PHOTOS WHEN COMPLETE GENERAL OBSERVATIONS AWAITING INSPECTION Description Status Status Date 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 B DD2022-01459 NEW SINGLE FAMILY RESIDENCE PROJECT DESCRIPTION: NEW SFR ISSUED: 04/12/2023 SITE ADDRESS: 1101 E KRABBENHOFT RD GRAPEVIEW EXPIRES: 10/09/2023 PARCEL: 221272390070 APPLICANT: WILLIAMS LARRY C&CHRISTINE A OWNER: WILLIAMS LARRY C &CHRISTINE A 1301 HARBOR AVE SW, NO. 110 1301 HARBOR AVE SW, NO.110 SEATTLE, WA 98116 SEATTLE, WA98116 206-696-8664 CONTRACTOR: FOX HEAD CONSTRUCTION 1091 SE CRAIG RD SHELTON,WA98584 360-870-1287 GENERAL CONTRACTOR'S LICENSE: FOX HEAD CONSTRUCTION License: FOXHEHC943KE 1091 SE CRAIG RD Expires: 05/21/2024 SHELTON, WA98584 360-870-1287 VALUATIONS: FEES: Paid Due R-3 VB Residential, one- 2684.00 $404,935.08 Plumbing Base Fee $25.00 $0.00 and two-family Plan Check Fee $1,967.78 $0.00 Covered Deck/Carport 421.00 $9,262.00 Building Plan Review/Change of $125.00 $0.00 Use - Onsite Sewage Planning Review Fee $240.00 $0.00 Building Permit Fee $3,027.36 $0.00 Plumbing Fees $174.00 $0.00 Mechanical Base Fee $30.00 $0.00 Mechanical Fees $290.00 $0.00 Technology Surcharge $110.28 $0.00 State Fee-Residential $6.50 $0.00 Total: $414,197.08 Totals : $5,995.92 $0.00 FIXTURES Printed by:Amber Selby on:04/12/2023 01:20 PM Page 1 of 7 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 NEW SINGLE FAMILY RESIDENCE BLD2022-01459 -Qty Mechanical Fixtures (sty Plumbing Fixtures 1.0000 Dryer Vent(s) 1.0000 Number of Bath Tubs 1.0000 Kitchen Exhaust Hood(s) 1.0000 Number of Clothes Washers 1.0000 Furnace(s) 1.0000 Number of Dishwashers 1.0000 Heat Pump(s) 1.0000 Number of Kitchen Sinks 1.0000 Propane Tank(s) 1.0000 Number of Water Heaters and or Vent 1.0000 Wood/Gas/Pellet Stove(s) 3.0000 Number of Hose Bibs 4.0000 Gas Outlet(s) (1-5) 3.0000 Number of Showers 4.0000 Spot Vent Fan(s) 3.0000 Number of Toilets 6.0000 Bathroom Sink REQUIRED INSPECTIONS Setback Inspection Rough- Plumbing Inspection Footing Inspection Mechanical Inspection Foundation Wall-Pre-Pour Inspection Insulation Inspection Underfloor Inspection Connection has been verified by Health or Utilities Shearwall Inspection BLD-Final Inspection Framing Inspection CONDITIONS * 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. 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). 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. 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. " 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. All property lines shall be clearly identified at the time of foundation inspection. Printed by:Amber Selby on:04/12/2023 01:20 PM Page 2 of 7 il 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 NEW SINGLE FAMILY RESIDENCE BLD2O22-01459 " 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. * 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. * 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. * 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. * 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. * A permanent certificate, completed by the builder or registered design professional, shall be posted on a wall in the space where the furnace is located, a utility room, or an approved location inside the building. When located on the elctrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect labek, or toher reqyired Iabels.The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces; U-factors for fenestration; and the solar heat gain coefficient (SHGC)of fenestration. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Chapter 4, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air changes per hour when tested with a blower door in accordanve with WSEC Section R402.4.1.2. The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required for additions less than 500 square feet. Reference WSEC R402.4.1.2. Compliance certificates are available online at the WSU Energy program website titled, " WSEC 2015 Certificate" and are available in %or'/z sheets. * Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer specifications and in accordance with IRC Section R315. Alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling. EXISTING DWELLINGS shall be equipped with carbon monoxide alarms when alterations (including addition or alteration of fuel burning appliances), repairs, or additions requiring a permit occur, or when one or more sleeping rooms are added or created. * 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 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. Printed by:Amber Selby on:04/12/2023 01:20 PM Page 3 of 7 - w 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 NEW SINGLE FAMILY RESIDENCE BLD2022-01459 Installation of heating equipment in a single-family residence shall meet the requirements of the current WSEC R403, applicable sections of the IRC, and IMC. Heating equipment shall be sized in accordance to ICC/WSEC, Section R403.7. Heating and design load calculations for the purpose of sizing HVAC systems are required and shall be calculated in accordance with accepted practice, including infiltration and ventilation. Design calculations shall be available for inspection during inspection. Referencing IRC M1601.4, all ducts, air handlers, filter boxes, and building cavities shall be sealed. All joints of duct systems and seams shall be made substantially air tight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Closure systems used with rigid fibrous glass ducts shall comply with UL181A and shall be marked 181A-P for pressure-sensitive tape, 181A-M for mastic or 181 A-H for heat-sensitive tape. Closure systems used with flexible air ducts and flexible air connectors shall comply with UL181 B and shall be marked 181 B-FX for pressure- sensitive tape or 181 B-M for mastic. Duct connections to flanges of air distribution system equipment or sheet metal fittings shall be mechanically fastened. Mechanical fasteners for use with flexible nonmetallic air ducts shall comply with UL 181 B and shall be marked 181B-C. Crimp joints for round metal ducts shall have a contact lap of at least 1-1/2 inches (38 mm) and shall be mechanically fastened by means of at least three sheet-metal screws or rivets equally spaced around the joint. Closure systems used to seal metal ductwork shall be installed in accordance with the manufacturer's installation instructions. Duct tape is NOT permitted as a sealant on any ducts. When ducts are located in unheated spaces the ducts hall be insulated to R-8 DUCT TIGHTNESS TESTING shall be conducted by person(s)trained to perform such testing. A signed affidavit documenting test results in accordance to IECC/WSEC Section R403.3.3 shall be provided to the Mason County Building Department prior to the final occupancy inspection. Affidavit forms are available on at the WSU-Energy Program website titles, "Duct Leakage Affidavit" or"Duct Leakage Testing Results (Existing Construction)." Duct tightness testing is not required if the air handler and all ducts are located within the heated space. * 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. * 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. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. Printed by:Amber Selby on:04/12/2023 01:20 PM Page 4 of 7 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 NEW SINGLE FAMILY RESIDENCE BLD2O22-01459 " A minimum of 90 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. * 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. * 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. * 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. * 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. * 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. * 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. Printed by:Amber Selby on:04/12/2023 01:20 PM Page 5 of 7 Mason County lilo Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov NEW SINGLE FAMILY RESIDENCE BLD2022-01459 * Adopted Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine -4C, Window(Max U- Factor):0.30, Skylight(Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10. 2 Heat pump 1.3 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U = 0.28, Floor R-38, Slab on grade R-10 perimeter and under entire slab below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by 5% 2.1 Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour. maximum at 50 Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested air leakage to 0.3 cfm/sf maximum at 50 Pascals and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a high efficiency fan(s) (maximum 0.35 watts/cfm), not interlocked with the furnace fan (if present). Ventilation systems using a furnace including an ECM motor are allowed if they are controlled to operate at low speed in ventilation only mode. 3.2 Air-source centrally ducted heat pump with minimum HSPF of 9.5. 4.2 HVAC equipment and associated duct system(s) installation shall comply with the requirements of Section R403.3.7. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat and ductless heat pumps are not permitted under this option. Direct combustion heating equipment with AFUE less than 80% is not permitted under this option. 5.5 Water heating system shall include one of the following: Electric heat pump water heater meeting the standards for Tier III of NEEA's advanced water heating specification or For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of NEEA's advanced water heating specification, shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation * 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 foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth shall be observed below grade in undisturbed soils. * 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. Printed by:Amber Selby on:04/12/2023 01:20 PM Page 6 of 7 Mason County Mason County - Division of Community Development 615 W. Alder St. OP Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov NEW SINGLE FAMILY RESIDENCE BLD2022-01459 * 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. * 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. * From Richard Dickinson, Deputy Directory of Public Works Utilities and Waste: Sewage grinder pump is located within the original septic tank. Integrity of existing septic tank must be inspected and verified by licensed septic inspector. * Setbacks are measured from the furthest projection of the structure. * Application acknowledges that the structure is only permitted for a use consistent with the current zoning of the parcel. * 35' Min from OHWM * A separate inspection in addition to the inspections required in the IBC, Section 110 shall be required in accordance with the 2018 IBC, Section 1705.12.2 and Section 1707.1. The additional inspection is required when shear wall fastener spacing is required to be 4 inches or less. The shear wall schedule shown on sheet S2 designate wall(s)type 2 with fastener spacing 4 inches or less. The required inspection may be performed by the Mason County Building Department, a WABO certified inspector, certified to inspect lateral connections, the Engineer of record (EOR), or an authorized representative of the (EOR). The special inspectors duties and responsibilities shall be as specified in Chapter 17. When a third party inspector is used to perform the inspection, special inspection reports shall be submitted to the Mason County Building Department, 615 W Alder St, Shelton, WA 98584 and also available on site for review by the Building Official. Inspection reports shall be completed and submitted to the Mason County Building Department in a timely manner and shall be submitted prior to the framing inspection of said project. * 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. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of L ws a d Ordinances governing this type of work will be complied with whether specified herein r not. he gran in permit/does not presume to give authority to violate or cancel the provision f ny her stat loc w reg ating construction or the performance of construction. Issued B Contrac or Authorized Agent: Date: Z� Printed by:Amber Selby on:04/12/2023 01:20 PM Page 7 of 7 3�daoa-a -01�5� BRACY &THOMAS, LAND SURVEYORS \V�► �\` C�Yyls 1520 IRVING STREET SW,SUITE B TUMWATER,WASHINGTON 98512 PHONE(360)357-5593 December 1, 2023 On November 30, 2023 the top of the stem wall was measured at 1101 E Krabbenhoft Road, Grapeview WA 98546 the elevation was found to be at 17.57 feet NAVD 1988. Bruce E. Studeman PLS G� E..: STC1,..o;F _WASIi~�� I 443138 p .� Ss '� CISTER '�4 L LAND 9 Vz 1 Z3 �,� �*� `,Ca Q': �� .^ `. ',dfv, �t'. a ��+� i�r�Y-",t,��rt � � A �7` • � A/ } Y/ alb F T`f"'�'°0�� .`-�.'�yam.. � �� *, `TM.a ��. `�„+�-�a�� •i' 1 �!, ;� X "��'^�'� .. "•"t6 yE tom,',a €dty� �s°m,... °� rrix"� ..l, ,r n+�.:°^"-'-°`;�•� �. t tc/��'�� ,�. �.�y.,f�,",�� r3'�. '�i- ��"". �� 'u'.. "p' TrY .� 9 C ��'��'�`—.g•a �"`�-°�'2�t�� ,`':a'�T�- � r %`'f" -<_ .�s`7 t: `, ✓-'. i� P:b _ __ 1,ea.^�-, f ��Y 1�•n.,. ?.+ .a �-�?�. 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'•ram -:z "'�'.��.;`'"r....." re j � � 4� air r �� '•a kt ' (( �. +� �� ': :fix.-. p,'�.: '+�"'�# �t��m �.,� ?� Yx �• :.�� +°' �� t "�:� �a � �� ¢*" 9 �` ��O'a•. ,,jK '� as�e� 61 i -��• r 1��,a4�t ° h' it! ` •� N+ `r'3.�!7;`j;'�� '��-. * hrA� � �2� '�'�' � �'*m." '1 y� i I�I IL � ��,� a, � �� J`t��•Ai '4: Yf�� +i//.� � kA :� r�,� j Nz.�.v„�. ; AW��fN ?��i � ^1 E `to t^Sn -A a° �8a "e s a- . I b elk UALITY EO -NW FIELD REPORT Project Name:Krabbenhoft VSI Field Work Date: 11/16/2023 Site address: 1101 E Krabbenhoft Rd, Shelton,WA QG Project Number: QG23-116 Client: Travis Rowland Report#: QG23-116-003 Consultation Performed:Visual Soil Inspection Overtime(Night 6pm-6am): 0 Start Time: 7:00am Arrival Time: 8:00am End Time: 10:15am Report Status: PASS Report Remarks: QG Geologist arrived on site as requested by the client to inspect load testing of thirteen test pin piles and a visual inspection of soils on site (Appendix A). Soils on site where foundations and slabs are planned are in a firm and unyielding condition and resemble well-graded sand with gravel. All piles for the site were previously installed, cut, and capped with rebar and concrete casting materials in place in the locations where foundation elements are planned.Contractors with Foxhead Construction met QG on site to conduct load testing of pre-installed pin piles. Installation Hardware: 90-lb Pneumatic Jackhammer Pin pile type:2"Galvanized Sched. 40 Steel Pipe Target load is 4-6 kips. Refusal is defined as less than 1 inch of vertical pile advancement in a 60 second time period. Test piles were installed successfully to refusal. Following completion of load testing of sample piles on 11/16/2023,QG returned to the office and completed this report. Written by: Approved by: Alexander Barnes,G.I.T. Luke Preston McCann,L.E.G. Staff Geologist,Laboratory Supervisor Principal Licensed Engineering Geologist Quality Geo NW,PLLC Serving All of Washington&Oregon I Geotechnical Engineering&Consulting Phone:360-878-9705 1 Web:qualitygeonw.com I Mail:4631 Whitman Ln SE,Ste D,Lacey,WA 98513 Krabbenhoft VSI Quality Geo NW, PLLC 11/16/2023 Project # QG23-116A Appendix A. Pile Layout 13 12 11 10 14 15 16 17 18 19 20 21 22 23 74 8 24 73 25 72 26 71 7 27 70 28 69 `6 29 30 68 31 67 5 32 66 75 76 77 78 79 33 65 34 64 80 81 35 63 82 ♦ 36 62 83 3 37 61 84 38 60 85 1 39 59 86 2 40 58 W 1 41 57 89 42 56 90 43 55 91 44 54 53 52 51 50 49 48 47 46 * Load Tested 11/16/2023 92 93 Load T :r ed VaI 301202 3 Not Load Tested Quality Geo NW, Pile Layout Source:Client Site Plans Scale&Locations are approx. Figure 1 PLLC Krabbenhoft VSI Not for Construction 2