Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BLD2022-01497 Replace SFR, Elevation and Occupancy Cert - BLD Inspections - 11/25/2024
ti t , MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584 � I COMMUNITY SERVICES SHELTON:360-427-9670,EXT 352 BELFAIR:360-275-4467,EXT 352 Building,Pbnning,Environmental Health,Community Health E LMA:360-482-5269,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 BLD2022-01497 Date Issued 02127/2023 Issued By Project REMOVE EXISTING RESIDENCE&REPLACE WITH NEW Site Address 40 E Rose Point Ln Applicant LEECH JOHN&BRENDA Contractor Contractor Phone 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 Point load Footing Footing Interior Footing Decks/Porches Foundation Stem Walls - -2r N Other P 12044 Rough-In Groundwork Plumbing Framing 8-( �£ r�ty �Cf/t_�� AY��'V Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical (. Gas Piping I-/p-fit.( Z> 0 Shear Wall Nailing Underfloor Other Insulation Slab - 91JED Ceiling Floor 'y,,pc1-Vaulted Ceiling Walls /-IO-;?y D09 Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other -FAtL 5-31 cJ f—VD @t- T���� S� ��c!� 6 ,,,ck,-, �J i Ip-27•,)3 ➢EA!) t2-,2 2-,Z3 04517 See- Precise Engineering Inc. 1011 Mellen Street * Centralia,WA 98531 360-736-1137 * Fax 360-807-0108 July 24,2024 Tyson Williams 7 Williams Development RE: Leech Residence Gable End Bracing Dear Mr. Williams: The gable end bracing(shown in the photos you provided) that you have installed which is consistent with the requirement of the truss manufacturer is an acceptable alternative to the bracing called out in detail 2/S3.0 If you have any questions,please call(360) 7 - 7 Sincerely yours, PRECISE ENGINEERING, INC. 5 175 Harold Hahnenkratt P.E. President Fss/ONAL , DATE 7/24/2024 B. Chimney Diagram q R c F IJ rHorI v p V II E � H L v M A V V H V j v K Electrical K v A service =VENT TERMINAL 1 c X =AIR SUPPLY INLET v ® =AREA WHERE TERMINAL IS NOT PERMITTED Covered Alcove Applications A = 12 inches.................clearances above grade, veranda, (Spaces open only on one side and with an overhang) porch,deck or balcony N = 6 inches ...........non-vinyl sidewalls B = 12 inches.................clearance to window or door that may 12 inches.........vinyl sidewalls be opened,or to permanently closed window O = 18 inches .........non-vinyl soffit and overhang C = 1 . clearance below unveniilatoffit:F 42 inches .........vinyl soffit and overhang 'i f 68111A1Ce b8kAN 3Mated 1400, o P = 8 ft. 30 inches.................clearance below vinyl soffits and QMIN RMAx electrical service 1 cap 3 feet 2 X Q ACTUAL Vinyl siding shield is required if either vinyl soffits or vinyl siding,or both,are used. See Service Parts List. 2 caps 6 feet 1 x Q ACTUAL D = 6 inches...................clearance to outside comer 3 caps 9 feet 2/3 x Q ACTUAL E = 6 inches...................clearance to inside comer 4 caps 12 feet 1/2 X Q ACTUAL F = 3 ft.(Canada)..........not to be installed above a gas me- Q, =A termination caps x 3 R,,.=(21 A termination caps)x Q_LL ter/regulator assembly within 3 feet horizontally from the center-line of the Measure vertical clearances from this surface. regulator G = 3 ft...........................clearance to gas service regulator vent outlet H = 9 inches(U.S.A) 12 inches(Canada).clearance to non-mechanical(unpow- I ered)air supply inlet,combustion air (� inlet or direct-vent termination i = 3 ft.(U.S.A.) 6 ft.(Canada)...........clearance to a mechanical(powered) air supply inlet CLEARANCE a 61N. All mechanical air intakes within 10 feet of a termination cap Measure horizontal clearances from this surface. must be a minimum of 3 feet below termination. J = 7 ft..........................On public property: clearance above CAUTION! Risk of Burns! Termination caps are HOT, paved sidewalk or a paved driveway. consider proximity to doors, traffic areas or where people A vent shall not terminate directly above a sidewalk or paved may pass or gather(sidewalk, deck,patio, etc.). Listed cap driveway which is located between two single family dwellings shields available. Contact your dealer. and serves both dwellings. K = 6 inches.................clearance from sides of electrical ' Local codes or regulations may require different service clearances. L = 12 inches................clearance above electrical service • Vent system termination is NOT permitted in screened Location of the vent termination must not interfere with access to the porches. electrical service. • Vent system termination is permitted in porch areas with two or more sides open. M = 18 inches....................clearance under veranda,porch,deck, . Hearth & Home Technologies assumes no responsibility balcony or overhang 42 inches................vinyl or composite overhang for the improper performance of the appliance when the Permitted when veranda, porch, deck or balcony is fully open venting system does not meet these requirements. on a minimum of 2 sides beneath the floor. • Vinyl siding shield is required for use with vinyl siding. Figure 4.3 Minimum Clearances for Termination See Service Parts list for information. 20 Majestic • ECHEL361N/STIN,ECHEL481N/STIN,ECHEL601N,ECHEL721N Installation Manual • 2406-970 Rev.K • 6/18 CERTIFICATE OF OCCUPANCY Mason County, WA OWNERS NAME: LEECH, JOHN & BRENDA OWNER'S ADDRESS: 1311 STARLING STREET, STEILACOOM WA 98388 SITE ADDRESS: 40 E ROSE POINT LANE, BELFAIR WA 98528 BUILDING PERMIT NUMBER: BLD2022-01497 DESCRIPTION: REPLACE EXISTING RESIDENCE WITH NEW RESIDENCE BUILDING OFFICIAL: JOSH LUCK TELEPHONE NUMBER: (360) 427-9670 ext. 352 CODE/EDITTION: 2018IRC USE OF STRUCTURE: RESIDENCE OCCUPANCY: R-3 OCCUPANT LOAD: 2 BEDROOM WIDEN TYPE OF CONSTRUCTION: vB SPRINKLER SYSTEM REQUIRED: NO This structure has been inspected for compliance with the requirements of this code for occupancy and the use for which the proposed occupancy is classified. CONDITIONS OR STIPULATIONS: PROPERTY HAS AN AE FLOOD ZONE. ALL STORMWA TER CONTROLS MUST BE MAINTAINED IN PERPETUITY. 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 DD2022-01497 NEW SINGLE FAMILY RESIDENCE PROJECT DESCRIPTION: REMOVE EXISTING RESIDENCE& ISSUED: 02/27/2023 REPLACE WITH NEW SITE ADDRESS: 40 E ROSE POINT LN BELFAIR EXPIRES: 08/26/2023 PARCEL: 222125600010 APPLICANT: LEECH JOHN&BRENDA OWNER: LEECH JOHN&BRENDA 1311 STARLING ST 1311 STARLING ST STEILACOOM,WA98388 STEILACOOM,WA98388 425.213.6945 OWNER'S REP: Williams Architecture, P.S. P.O. Box 102 SHELTON,WA98584 3604260511 VALUATIONS: FEES: Paid Due Uncovered Deck 682.00 $10,230.00 Plumbing Base Fee $25.00 $0.00 U VB Utility, miscellaneous 880.00 $53,178.40 Mechanical Fees $296.00 $0.00 R-3 VB Residential, one- 2346.00 $353,941.02 Building Plan Review/Change of $125.00 $0.00 and two-family Use-Onsite Sewage Covered Deck/Carport 404.00 $8,888.00 Technology Surcharge $114.88 $0.00 Planning Review Fee $240.00 $0.00 State Fee-Residential $6.50 $0.00 Building Permit Fee $3,101.28 $0.00 Plumbing Fees $196.00 $0.00 Mechanical Base Fee $30.00 $0.00 Plan Check Fee $2,015.83 $0.00 Building Plan Review Revisions $80.00 $0.00 Total: $426,237.42 Totals : $6,230.49 $0.00 FIXTURES ( t Mechanical Fixtures Q Plumbing Fixtures 1.0000 Dryer Vent(s) 1.0000 Number of Hose Bibs 1.0000 Kitchen Exhaust Hood(s) 1.0000 Number of Bath Tubs Printed by:Genie Mcfarland on:02/27/2023 11:30 AM Page 1 of 8 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 BLD2022-01497 City Mechanical Fixtures Qty Plumbing Fixtures 1.0000 Furnace(s) 1.0000 Number of Clothes Washers 1.0000 Heat Pump(s) 1.0000 Number of Dishwashers 1.0000 Propane Tank(s) 1.0000 Number of Water Heaters and or Vent 1.0000 Wood/Gas/Pellet Stove(s) 2.0000 Number of Kitchen Sinks 2.0000 Gas Outlet(s)(1-5) 2.0000 Other 6.0000 Spot Vent Fan(s) 4.0000 Number of Showers 4.0000 Number of Toilets 5.0000 Bathroom Sink REQUIRED INSPECTIONS Setback Inspection Rough- Plumbing Inspection Footing Inspection Mechanical Inspection Foundation Wall-Pre-Pour Inspection Shower Pan Underground Plumbing Insulation Inspection Slab Insulation Connection has been verified by Health or Utilities Shearwall Inspection BLD-Final Inspection Framing Inspection CONDITIONS * 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. * 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. * 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). * 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. * The foundation/footing must be placed on undisturbed,firm-native soil. Proper frost depth shall be observed below grade in undisturbed soils. Printed by:Genie Mcfarland on:02/27/2023 11:30 AM Page 2 of 8 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 BLD2O22-01497 * 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. * 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 sheets. * 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/d ra infield 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. * 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. * 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. Printed by:Genie Mcfarland on:02/27/2023 11:30 AM Page 3 of 8 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 BLD2022-01497 * 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 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 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. * 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. * 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. * 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. * 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. * 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. * 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/d itch ing system or road way. Printed by:Genie Mcfarland on:02127/2023 11:30 AM Page 4 of 8 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 BLD2O22-01497 * 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. * 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. * 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. * 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 181 B-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. * All property lines shall be clearly identified at the time of foundation inspection. * 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. * 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. Printed by:Genie Mcfarland on:02/27/2023 11:30 AM Page 5 of 8 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 BLD2022-01497 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. Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * 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. " 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. * 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. • On-site Septic System final installation approval required prior to temporary/final occupancy of the residence. • Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered. A.) Drainfield/Reserve requires a 4.25ft setback from all footings with WA12023-00007. B.) Septic tank(s) requires 2ft setback from all footing/foundations with WA12023-00007. C.) No foundation/Perimeter Drains within 30ft, down gradient of Drainfield/Reserve area. D.) No Cut Bank(s) (greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/Reserve area. Printed by:Genie Mcfarland on:02/27/2023 11:30 AM Page 6 of 8 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 BLD2O22-01497 * FOUNDATION IN FLOOD HAZARD (A&AE)ZONE WITH A BFE This project is approved construct a dwelling structure with a new foundation system in accordance with the Mason County Flood Damage Ordinance and the 2018 International Residential Code Section R322. The location of the structure is identified as an A Flood Hazard area in accordance with FEMA determination. Minimum construction criteria are as follows: The floor of the structure shall be elevated at least one-foot(1'0")above the Base Flood Elevation (BFE)(BFE=14.00 for this site). The finished floor must be at{15.00)or above. The design professional that prepared the Elevation Certificate must perform an inspection of the foundation and placement prior for pour. The crawlspace shall be provided with at least 2-openings on each side of the enclosed crawl space and be equal to at least 1 sq. inch for each sq. ft. of enclosed area. The openings shall allow for the automatic entry and exit of floodwaters and be placed such that the bottom of each flood vent is not more than 1-foot above the lowest adjacent exterior grade and interior grade. Electrical systems, equipment, heating,ventilation, air conditioning, plumbing appliances and plumbing fixtures, duct systems, and other similar systems shall be located at or above the BFE unless designed to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses. (IRC R322.1.6) All building materials used below the BFE shall be pressure-preservative treated in accordance with AWPA Ul or be naturally resistant to decay. In addition, materials and installation methods used for flooring and interior and exterior walls and walls coverings shall conform to the provisions of FEMA/FIA-TB-2. (IRC R322.1.8) * 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 S 0.0 designate type 2, 3, 4 , AND PF WALLS 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. * Approved up to authorized heights measured from highest point to average grade at the building location * All construction debris must be removed from the site after project completion to an approved location. Proper disposal of construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of aquatic environments. * The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report. All applicable recommendations and specifications shall be applied to the development on this site. Any deviation requires stamped written approval from the registered design professional responsible for the report and may require special inspection by the same. Structures and/or land modifications (grading, cuts, fills, etc.) required in the geotechnical report, may require a separate permit. The geotechnical report shall remain attached to the approved building plans. Printed by:Genie Mcfarland on:02/27/2023 11:30 AM Page 7 of 8 Mason County Mason County - Division of Community Development 615 W. Alder St. N Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov NEW SINGLE FAMILY RESIDENCE BLD2022-01497 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: ,Q.Y)U J Contractor or Authorize(4gent: i Date: �7 Printed by:Genie Mcfarland on:02/27/2023 11:30 AM Page 8 of 8 (no' U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No.1660-0008 Form Instructions Expiration Date:06/30/2026 Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and 3 building owner. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name: John and Brenda Leech Policy Number: /AZ. ouuurny OVUM r►uaress turuuuury APL., urui,auue,anuiur omy.rvu./ur r-.u. muute anu rsux Company NAIC Number: I'l- . P Y 40 E Rose Point Lane City: Belfair State: ZIP Code: 98528 A3. Property Description(e.g., Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: Tract 10 of Eddy's Rose Point Tracts UUnrecorded):Assessor's Parcel No.222121-56-00010 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.): Residential A5. Latitude/Longitude: Lat. 47°24'55.102" Long. 122°52'17.173" Horiz. Datum:®NAD 1927 ONAD 1983 (3WGS 84 A6. Attach at least two and when possible four clear color photographs(one for each side)of the building(see Form pages 7 and 8). A7. Building Diagram Number: 3 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): Not Applicable sq.ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? OYes IONo ON/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade: Non-engineered flood openings: 0 Engineered flood openings: 0 d) Total net open area of non-engineered flood openings in A8.c: 0 sq.in. e) Total rated area of engineered flood openings in A8.c(attach documentation-see Instructions): 0 sq.ft. f) Sum of A8.d and A8.e rated area(if applicable-see Instructions): 0sq.ft. A9. For a building with an attached garage: a) Square footage of attached garage: 494 sq.ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? ®Yes ONo C)N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non-engineered flood openings: 0 Engineered flood openings: 0 d) Total net open area of non-engineered flood openings in A9.c: 0 sq.in. e) Total rated area of engineered flood openings in A9.c(attach documentation-see Instructions): 0 sq.ft. f) Sum of A9.d and A9.e rated area(if applicable-see Instructions): 0 sq.ft. SECTION B-FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1.a. NFIP Community Name: Mason County B1.b. NFIP Community Identification Number: 530115 B2.County Name: Mason B3.State: WA B4. Map/Panel No.: 53045CO340 B5.Suffix: E B6. FIRM Index Date: B7.FIRM Panel Effective/Revised Date: B8. Flood Zone(s): AE B9.Base Flood Elevation(s)(BFE)(Zone AO, use Base Flood Depth): 14.0 B10. Indicate the source of the BFE data or Base Flood Depth entered in Item B9: C3FIS FIRM 0r:nmmunitu natarminarl Other: B11. Indicate elevation datum used for BFE in Item B9: (3NGVD 1929 RNA\/n 1RRR Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? OYes I No Designation E3CBRS OOPA 613. Is the building located seaward of the Limit of Moderate Wave Action(LiMWA)? DYeS rdNo FEMA Form FF-206-FY-22-152(formerly 086-0-33)(8/23) Form Page 2 of 8 Form Instructions ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 40E Rose Point Drive Policy Number: City: Belfair State:WA ZIP Code: 98528 Company NAIC Number: SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: OConstruction Drawings' OBuilding Under Construction' JWFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,AO,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO, A99.Complete Items C2.a—h below according to the Building Diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: Union BM1 1972 by GPS Observation Vertical Datum: MLLW Converted to NAVD 88 Indicate elevation datum used for the elevations in items a)through h)below. ONGVD 1929 ]MNA\/n 1 ARR (3Other: Datum used for building elevations must be the same as that used for the BFE.Conversion factor used? ®Yes ONo If Yes,describe the source of the conversion factor in the Section D Comments area. Check the measurement used: a) Top of bottom floor(including basement,crawlspace,or enclosure floor): 16.0 0 feet O meters b) Top of the next higher floor(see Instructions): 25.4 0 feet O meters c) Bottom of the lowest horizontal structural member(see Instructions): 16.0 0 feet O meters d) Attached garage(top of slab): 34.3 81 feet O meters e) Lowest elevation of Machinery and Equipment(M&E)servicing the building (describe type of M&E and location in Section D Comments area): 16.4 0 feet O meters f) Lowest Adjacent Grade(LAG)next to building: ONatural WFinished 14.8 0 feet O meters g) Highest Adjacent Grade(HAG)next to building: ❑Natural NFinished 31.4 0 feet meters h) Finished LAG at lowest elevation of attached deck or stairs, including structural support: 14.8 }3 feet O meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by state law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Oyes ONo 0 Check here if attachments and describe in the Comments area. Certifier's Name: Sidney Glenn Bechtolt Jr. License Number: Wa. PLS 28237 Place Seal Here Title: Professional Land Surveyor, Principal Company Name: Agate Land Surveying PLLC �4 pF MAd`y Address: P.O.Box 246 /�apt City: Shelton State: WA ZIP Code: 98584 x� Teleph(!o�n�e�(360)426-4172 Ext.: Email: sid(a)agateland.com Date: 07/25/2024 Copy all pages of this Elevation Certificate nd all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including source of conversion factor in C2;type of equipment and location per C2.e;and description of any attachments): Conversion Factor Source is Union Bench Mark BM1 1972 converted from MLLW to NGVD 88 Datums through GPS RTK Observations. See Bench Mark Attachments. Attachments also include FIRM map,Assessors Data Sheet and map, Deed and Survey map, Photographs. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(8/23) Form Page 3 of 8 Form Instructions ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 40 E Rose Point Drive Policy Number: City: Belfair State: WA ZIP Code: 98528 Company NAIC Number: SECTION E—BUILDING MEASUREMENT INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO,ZONE AR/AO,AND ZONE A(WITHOUT BFE) For Zones AO,AR/AO,and A(without BFE),complete Items El—E5. For Items El—E4, use natural grade, if available. If the Certificate is intended to support a Letter of Map Change request,complete Sections A,B,and C.Check the measurement used.In Puerto Rico only, enter meters. Building measurements are based on: ®Construction Drawings* ®Building Under Construction* ❑Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. E1. Provide measurements(C.2.a in applicable Building Diagram)for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the LAG. a) Top of bottom floor(including basement, crawlspace,or enclosure)is: ❑ feet O meters Oabove or ®below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is: O feet fl meters Oabove or Obelow the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions),the next higher floor(C2.b in applicable Building Diagram)of the building is: ❑ feet O meters Oabove or Obelow the HAG. E3. Attached garage(top of slab)is: IO feet O meters Oabove or Obelow the HAG. E4. Top of platform of machinery and/or equipment servicing the building is: IO feet O meters Oabove or Obelow the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ON, ❑ Unknown The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S AUTHORIZED REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without BFE)or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge OCheck here if attachments and describe in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Telephone: Ext.: Email: Date: Comments: FEMA Form FF-206-FY-22-152(formerly 086-0-33)(8/23) Form Page 4 of 8 Form Instructions ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 40 E Rose Point Drive Policy Number: City: Belfair State: WA ZIP Code: 98528 Company NAIC Number: SECTION G—COMMUNITY INFORMATION (RECOMMENDED FOR COMMUNITY OFFICIAL COMPLETION) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Section A,B,C, E,G,or H of this Elevation Certificate.Complete the applicable item(s)and sign below when: G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, ®engineer,or architect who is authorized by state law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.a. I A local official completed Section E for a building located in Zone A(without a BFE),Zone AO,or Zone AR/AO,or when item E5 is completed for a building located in Zone AO. G2.b. OA local official completed Section H for insurance purposes. G3. Oln the Comments area of Section G,the local official describes specific corrections to the information in Sections A,B, E and H. G4. OThe following information (Items G5—G11)is provided for community floodplain management purposes. G5. Permit Number: G6.Date Permit Issued: G7. Date Certificate of Compliance/Occupancy Issued: G8. This permit has been issued for: ONew Construction OSubstantial Improvement G9.a. Elevation of as-built lowest floor(including basement)of the building: (3feet ®matarc Datum: G9.b. Elevation of bottom of as-built lowest horizontal structural member: Ofeet Omatarc Datum: G10.a. BFE(or depth in Zone AO)of flooding at the building site: Ofeet ® Datum: matarc G10.b. Community's minimum elevation(or depth in Zone AO) requirement for the lowest floor or lowest horizontal structural member: Meet ®matarc Datum: G11. Variance issued? Oyes ON,,, If yes,attach documentation and describe in the Comments area. The local official who provides information in Section G must sign here.I have completed the information in Section G and certify that it is correct to the best of my knowledge. If applicable, I have also provided specific corrections in the Comments area of this section. Local Official's Name: Title: NFIP Community Name: Telephone: Ext.: Email: Address: City: State: ZIP Code: Date: Comments(including type of equipment and location, per C2.e;description of any attachments;and corrections to specific information in Sections A, B, D, E,or H): FEMA Form FF-206-FY-22-152(formerly 086-0-33)(8/23) Form Page 5 of 8 Forte m Instructions ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 40 E Rose Point Drive Policy Number: City: Belfair State:WA ZIP Code: 98528 Company NAIC Number: SECTION H—BUILDING'S FIRST FLOOR HEIGHT INFORMATION FOR ALL ZONES (SURVEY NOT REQUIRED) (FOR INSURANCE PURPOSES ONLY) The property owner,owner's authorized representative,or local floodplain management official may complete Section H for all flood zones to determine the building's first floor height for insurance purposes.Sections A,B,and I must also be completed.Enter heights to the nearest tenth of a foot(nearest tenth of a meter in Puerto Rico).Reference the Foundation Type Diagrams(at the end of Section H Instructions)and the appropriate Building Diagrams(at the end of Section/Instructions)to complete this section. H1. Provide the height of the top of the floor(as indicated in Foundation Type Diagrams)above the Lowest Adjacent Grade(LAG): a) For Building Diagrams 1A, 1B,3,and 5-8.Top of bottom Ofeet 0mP..tP..rC Oahnva tha I A(; floor(include above-grade floors only for buildings with crawlspaces or enclosure floors)is: b) For Building Diagrams 2A,2B,4,and 6-9.Top of next Ofeet Omatarc (3ahnva tha I Ar, higher floor(i.e.,the floor above basement,crawlspace,or enclosure floor)is: H2. Is all Machinery and Equipment servicing the building(as listed in Item H2 instructions)elevated to or above the floor indicated by the H2 arrow(shown in the Foundation Type Diagrams at end of Section H instructions)for the appropriate Building Diagram? OYes ON,, SECTION I—PROPERTY OWNER(OR OWNER'S AUTHORIZED REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and H must sign here. The statements in Sections A, B, and H are correct to the best of my knowledge. Note: If the local floodplain management official completed Section H,they should indicate in Item G2.b and sign Section G. OCheck here if attachments are provided(including required photos)and describe each attachment in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Telephone: Ext.: Email: Date: Comments: FEMA Form FF-206-FY-22-152(formerly 086-0-33)(8/23) Form Page 6 of 8 Form Instructions ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 BUILDING PHOTOGRAPHS See Instructions for Item A6. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 40 E Rose Point Drive Policy Number: City: Belfair State: WA ZIP Code: 98528 Company NAIC Number: Instructions: Insert below at least two and when possible four photographs showing each side of the building(for example, may only be able to take front and back pictures of town houses/rowhouses). Identify all photographs with the date taken and"Front View,""Rear View," "Right Side View,"or"Left Side View."Photographs must show the foundation.When flood openings are present, include at least one close- up photograph of representative flood openings or vents,as indicated in Sections A8 and A9. Photo One W1 [( t U LA 1 Photo One Caption: �(lj`— A T7- -c X- ti v-pT Clear Photo One Photo Two ICLZ�'l11?L.. `1 j 1 � fSTF, L LAB b1{ Photo Two Caption: 5' E AT( A C-q rl P,�J S Clear Photo Two FEMA Form FF-206-FY-22-152(formerly 086-0-33)(8/23) Form Page 7 of 8 Form Instructions ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON INSTRUCTION PAGES 1-11 BUILDING PHOTOGRAPHS Continuation Page Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 40 E Rose Point Lane Policy Number: City: Belfair State: WA ZIP Code: 98528 Company NAIC Number: Insert the third and fourth photographs below. Identify all photographs with the date taken and"Front View,"'Rear View," 'Right Side View," or"Left Side View."When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. Photo Three c °y w"',�" i t Ao f \ ti 28237 ��vl S 11 Photo Three Caption: `J'7 C M N`�"5 Clear Photo Three Photo Four (,N y13 E ()jz WAyy X: C�A I h" 20237 O a J T 40 T' / LA _ ._._..._.---------- Photo Four Caption: S E A -r'7,{ C �i m E-� I S Clear Photo Four FEMA Form FF-206-FY-22-152(formerly 086-0-33)(8/23) Form Page 8 of 8 t` _■ , t. .. .. .�-...} .- r SpuTN SibE G A iZ#G a I� G s-t sib E ltd k sa) Lo 01411"0 N 0 tir14 r A r. a i- ............. � --- `-w r ^1 v� �1; ST S G � ��` `��•�� l �—���.�»ate r - !F tip►. `� - -, 9 N � 4 gar 6A fLW LOD1� ��6 ;A57' Jr _ .t7'..=.�,,s-.�'"�a-t.� 1 r•t> Y y., f �:� i e j ,+. �,4 �i Ae 'IX l 1 9' _ e r 7- t_ �•rye. � ': a�6 . ga • s y - 1 . 4 . I a ----------���-----��f :c i \ _- � '.yar•#''°ram _ _. -;�'. - F y: r �n..v.43.-^Y, S`S:s5h 4. Aiml pt. „,>, ..,a a�Y ,:, N,w x ,, u y .ri':. `;I , w ...ii(•, ..' . ,.-.. 3'; ram... -, .�,.� ..::,.,.1p�r.,nn yy,5 ry . t"'.b: "„ae save *t - .� ..'- fiR_...n Y7 a.,>�ya'3 .s�..,.. ..,,.JEh"+ ..:tea,. b+ �, S l a� ....., Y�-.:r '..�:,��{�<.l -•d - ,ry+,�` � .. �. .-. .v II r ,..,.,a;... E �e. ».•_, y-c4,. p8_ -...ti°�,.. -.':"+:: :....,.,a. ?#. :�.+F' , ..1✓fi�' .Y,�,r�i 'R,. ;yam, 9' ':w:.!'�i x tY.✓' ...: 2:Y..: 'r W. . * .:.G1 < a. r: <,,. .. ,.h.r,. 4.. P i ee.n.. Ny 4 '.:� e . .. �..•.".,,_ , _.,. l,.;wY?. ,e.a�F e,�. -.w:�. ... ,,.:. ._3 ,.uy'" .arA' t, w , �.a .�.. r .. ,. �..- .. .., ,. ,, 5-...,..' .. ... .k Mill' p +"..a�;r �w r;,:,.,a ,:: .���."a•�a...... .. .... ,=" x+..,,.a. ;.. .•r �,... �,et �w ."i.: 4�N :ti tip' ±w.- .. r.. ..>�".:.�,;,: ...,. .,.;� q.. .. ...,,"F. �. �' .. r• ;,a:N e=, �:.. y ..^ � r _ � ::m;. ,x, .,,gym.r :':* - w.,t. 2!�., ,, ',,. ...a• ., sxz.;.'�;.:, .. ,. -. rm.... . .4 �',. a; .,., �. ,.F, a .,....�.s �':.y ka ' - .a `a .w, � �., R.i'. 'I• di 3a,' A✓ ' d Cy't ,4+ yy ��-�' � ,:.a�• aaqq �q�.v, r 9ro S my,w::. z''y" �."`�' ±�-. shy .,w a..:: �' � ��;;,:.,q ,U:.'. .a. �rP,. .•`- w�A` , - .,;.. . ,- n ."4" 't1'•r.,>r..;.•5.,w' x ,w` ,,, a ....'" ,L.. ..t, '+.i.„y,,,+ wh i L .t'°b .:oaf,. •�" ,.+ea yr�`G <,. ., :$ �a.,r. ,..k..±...,�c +i�g, , ,a '�?'k"r` .��. ,. y,b+u 'd`�r'#'':rr:'"?.., .t . °-.Cm ►. 'as d :,A!'J .,�'' r a. ;'� v,.t4 Y ,, ,.;;,.. xy.,r U.a� -�.�=+o-+ ."'t:�'�wt„ <>, w'a"rwh .. .r+Li �;,1 .,.,a ,.q -C3','• ';..,4», �` s:�` 'CIA��..p yy��,yy ,w za:: _ ,+..'y�.d.,ly JM eu V..Y:i•} �:, 1ti 9'� ,ct'�' A F.' z. ����' a+'y'l_� y ,� 4 Yi... ,��..� ,a��'�` �, '...�'W A`� '� ,e:.. t, '„Y ;,.y ,.. : 1, {a:A,;<,.,: :elx'" ,' :•„' a" ':ro �-. .,r 4'r sJi"�"Y �Y:' � +:�. °..tom '�7.�§ x.a $.T,--'.'�'" ^y^',r' .,.a.'"�f!. � '-.:^s s'. ar.;.� " -�� �a. �, ,"_, t a�,, ?4" ,a,fir.. �h a ra, ,i, "+�is;�°�Y�r x r.; .t r�,�s :��i'� ��cw.: �.. ?'x'3 ;��* �•`x ;�R,, .i _ ..« r > .+t�' �`�,�:'; .: ,.. !tl•' �.''. ,.AgF e'� y �1,'�:�f. 'fir. rt���•• :� ,' ,. -°-' i t'�;•a:`::•3'..w .kro'�';"ki ��`.` ``9F&� a+S" tr�''_`'`�, �.Y ,.:A °.f° � ,.,y y:+, r.... J "- � �� a.. ?' - ,.�: ,., °'� ;. -.g '� �,`; ; &..• ,+p� ��aF,c yea $e, - il!d 9��y s `s a"• �, „.. �a� .. trta ., .,,. t-.� ".a+ %e'' :;,?'.. ,. -�' *'� s. "' � r s��''� u y� ^ qypy�y� ���.�° n, sw �.- �.. �, 3`e ,�% � 'Sd •^ate.�°' OWN ion A f L.�• Vr 'H S oU'f H SIDE GARA&a - SST Slb � tf ou-sg '�� � �y }` ,� �`x 1:-` t '�' '.rI.4 ''�9"..�"a ,1 ♦_ �.- �1 ';, �' fit:-../, ,,�'< �� - `r'- :�*�•y, a r F •- � y'"'� E � 1. ,'. -.-.+.._c ♦l'.A -ram rra, r I ♦ I � Awls e]•. 1. •�4. �� ...M !' � � �,e ..,E�, � � �•h`,y�►.. _ '�.-.�.,.•. f � , • R, 1. .q � � r rN _ rryye� yr n _ p'' •A t imqs - - -. i loll , f •°„ - - oWER Poop. — WEST SIDE I'�'Ou�S� a•. Y .. - _,_„ . .. ..x... _- W -. - >.• -wry :,^:s��' ,� '�''�`�:, n,;r "f' 4u. rr AO - L'w Ci �f• .T _ w ., v �y- +�' S �, .s� �rN,�S+�/ 1c�s�i✓�,!r'�o v �a:�r.J'[` �"�ry^�.- :t.:�yr �+'I'd� ti� - " i ,� �:r y: C} �i�Fv(YY`jsYA� w•i*-.i''-� s"'r+�j�',,.f.I''�-.�. d` � - �i� '�A%�:v. 'K'1'� � � Ly"'r,•v�y_"r` -� 'i.�9'� c Y• 4 ,�` ♦ =ar' ,F�a9 -'= �. `"..."'' -.•.,. ;'"': �,y'. - 'yam:_ -A`�:.. ,.,�, �,. a �1�sV '•���i®i.`r >is r '* ,� = �- 2 �c, i"'..:� + -max sC +�{. w! yw2• �i: • .. i t•� .....:• v;r r .Y !Tor �r'1 �R.., .14 T i�.'` `S i`.it a.,aW +'C. '' .. • �i. {g.�''.� �=.w.�w' X L ..1.ys�`�.nr.,k' T'3�. ��.. �:XY� -,�•�i •i ,�a' _i.;�°=F_,,.X ',srw a�.s sx..:> =��'.�` t �+! :•.e!�4• �+�..'..<��9 � "��.�'�-:'W.r�,i''.. ',.4..,r`��r�-,r�v-a "�''. .�-'��,TM� y,®,. a .s�q��,��. . a. .." . ��s �` 1 ; ��i' +�'Y4 r�`,_.ry�.wg,. .,w'.r`�v'G«'c.. a� �_ :+.. ;Icr�,y,�, •3 � wc..k'`w,Y- .� • 1 f,�• I � ��� �,.� �'.l �-.I � ^) `tea� "' :�'�1� � -v--- National Flood Hazard Layer FIRMette IT:'iFEMA Legend 122°52'36''W 47°25'8"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base Flood Elevation(BFE) Zone A,V A99 SPECIAL FLOOD With BFE or Depth zone AE,AO,AH,VE,AR T22N R2W S1 HAZARD AREAS Regulatory Floodway 0.2%Annual Chance Flood Hazard,Areas of 1%annual chance flood with average depth less than one foot or with drainage areas of less than one square mile zone x Future Conditions 1%Annual Chance Flood Hazard zone x )9�rl! Area with Reduced Flood Risk due to OTHER AREAS OF Levee.See Notes.zone x FLOOD HAZARD Area with Flood Risk due to Levee zone o NO SCREEN Area of Minimal Flood Hazard zone x Effective LOMRs aL OTHER AREAS Area of Undetermined Flood Hazard zone o I ? GENERAL -—- Channel,Culvert,or Storm Sewer STRUCTURES I I I I I I I Levee,Dike,or Floodwall (EL 14 Feet) zo.z Cross Sections with 1%Annual Chance t F e — Water Surface Elevation Coastal Transect 11�d50 ' 'OLSIlt�r —;n--.^ Base Flood Elevation Line(BFE) 53�lJl Limit of Study Jurisdiction Boundary ----- Coastal Transect Baseline AliINIMAL FLOOD HAZARD OTHER _ — Profile Baseline 5304SC0320E S3USJ-034101za FEATURES Hydrographic Feature 1 1 . 1 1 T22N R2W S12 F7 Digital Data Available N No Digital Data Available q MAP PANELS Unmapped 4 The pin displayed on the map is an approximate point selected by the user and does not represent AW an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA.This map was exported on 7/18/2024 at 2:31 PM and does not reflect changes or amendments subsequent to this date and time.The NFHL and effective information may change or became superseded by new data over time. This map image is void if the one or more of the following map elements do not appear:basemap imagery,flood zone labels, ` F legend,scale bar,map creation date,community identifiers, FIRM panel number,and FIRM effective date.Map images for Feet G 122°51'56"W 47°24'43"N unmapped and unmodernized areas cannot be used for 1.V,��� regulatory purposes. 0 250 500 1,000 1,500 2,000 Basemap Imagery Source:USGS Nations!Map 2023 Sid Bechtolt From: Dean Speaks <playswithfirel 1 @yahoo.com> Sent: Wednesday,July 17, 2024 10:09 AM To: sid _ Subject: leech elev cert �RNj Ot 0�?D �-315f LL -2194 AVD gg BM 1 12.01 FT Hag 30.71 ft LAG 14.1 FT - 64 ,J,�!'8 CONC BULK HD 12.36 FT Slab on grade 15.30..ft no crawl space ' , ?4- attached garage slab 33.57 ft ft 3711 +,17 rock step 15.64 ft 13 2nd floor deck 24.57 ft 8• ( � 2 s 2� slide door kick plate 15.45 ft I g, { (p• j door kick plate 15.4 ft 1 8•�4 '49 .rf heat pump 15.65 ft I Q 15 ` 6 .3.5 2nd floor kick plate 24.7 ft Z 8 S STD will send pics next..... 1 ' (https://www.noaa.govn FIDES$ (n lA is monitoring water levels and winds for East Coast Storm(https://tidesandcurrents.noaa.gov/inundationdb/storm/East_Coast Storm.html).Click to view real-time x m.' water level and meteorological data. Home(/) / Products(products.html) /Bench Mark Sheets(stations.html?type=Bench+Mark+Data+Sheets) /9445478 UNION,HOOD CANAL,WA Favorite Stations Station Info Tides/Water Levels Meteorological Obs. Phys.Oceanography Bench Mark Sheet for 9445478, UNION, HOOD CANAL WA Showing Bench Mark Information for ( 9445478 UNION,HOOD CA... Present Epoch Superseded Epoch(benchmarks.html?id=94454788:type=superseded) I � 4 l.�i on I t Stoa,ft::..r:r I : t E-one 7. I x f� �. F LnleJ rtn i'i htt s gis.- - - :,,( p �(developers.arcoom .. ..__.n.•isrd Cis_ Leafl6t(ht1p/AeaOetjs.com)l Esd I Station Location Published bench mark T Unpublished bench mark Bench mark positions only appear on the map if their coordinates in the CO-OPS database are at the precision of degrees/minutes/seconds/and tenths of seconds.If the coordinates are less precise,the mark will not appear. Printable version(/benchmarks/9445478.html) U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National ocean Service Page 2 of 5 Station ID: 9445478 PUBLICATION DATE: 08/09/2004 Name: UNION, HOOD CANAL WA NOAA Chart: 18476 Latitude: 47° 21.5' N ( 47.35830) USGS Quad: POTLATCH Longitude: 123° 5.9' W (-123.09800) T I D A L B E N C H M A R K S BENCH MARK STAMPING: 4 1935 DESIGNATION: 944 5478 TIDAL 4 MONUMENTATION: Tidal Station disk VM#: 9061 AGENCY: US Coast & Geodetic Survey IDB PID#: SY1274 (http://ww (USC&GS)- w.ngs.noaa.gov/cgi-bin/ds2.prl?retrieval_type=by_pid&PID=SY1274) SETTING CLASSIFICATION: Retaining wall OPUS PID: LATITUDE: 47° 21.4' N ( 47.35670) LONGITUDE: 123° 6.1' W (-123.10200) The bench mark is a disk set vertically in the north face of a concrete retaining wall in front of a private home, 177 m (580 ft) west of the post office, 25 m (81 ft) SE of the SE corner of the remains of the Masonic Hall, 7 m (22 ft) south of the centerline of State Highway 106, 1 m (3 ft) east of the west end of the retaining wall, and 0.3 m (1 ft) above the level of the highway. BENC MARK STAMPING: BM 1 1972 DESIGNATION: 944 5478 TIDAL 1 MONUMENTATION: Tidal Station disk VM#: 9063 AGENCY: US Coast & Geodetic Survey IDB PID#: SY1272 (http://ww (USC&GS) w.ngs.noaa.gov/cgi-bin/ds2.prl?retrieval_type=by_pid&PID=SY1272) OPUS PID: SETTING CLASSIFICATION: Concrete slab LONGITUDE: 123° 6.3. W (-123.10500) LATITUDE: 47° 21.4' N ( 47.35670) The bench mark is a disk set flush in the center of the north end of a 5 x 8 m (17 x 27 ft) concrete slab that served as the floor to an old firehouse adjacent to and east of the Mobile Gas Station, 0.3 km (0.2 mi) west of the post office, 29 m (94 ft) north of the centerline of State Highway 106, 23 m (74 ft) NW of power pole U 105 bearing a transformer and a light, 21.76 m (71.4 ft) NE of bench mark 3 1935, 1.83 m (6.0 ft) east of the NW corner of the concrete slab, and 1 m (2 ft) below the level of the highway. rUD11J11CU 13CIA,111Vlatn 011UUL 1U1 7•t-rJ`t10 U1v1U1V, r11JlJLJ 1.t11VtiL VVL-1,Jri11VlII"IN rage J 0I y U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Ocean Service Page 3 of 4 Station ID: 9445478 PUBLICATION DATE: 08/09/2004 Name: UNION, HOOD CANAL WASHINGTON NOAA Chart: 18476 Latitude: 470 21.5' N USGS Quad: POTLATCH Longitude: 1230 5.9' W T I D A L D A T U M S Tidal datums at UNION, HOOD CANAL based on: LENGTH OF SERIES: 4 MONTHS TIME PERIOD: June 1977 - September 1977 TIDAL EPOCH: 1983-2001 CONTROL TIDE STATION: 9447130 SEATTLE, PUGET SOUND Elevations of tidal datums referred to Mean Lower Low Water (MLLW) , in METERS: �16VDZ „eked veet NAV© 8g �5 _ MEAN HIGHER HIGH WATER (MHHW) 3.613 MEAN HIGH WATER (MHW) = 3.312 0 ,pzS g,�g MEAN SEA LEVEL (MSL) = 2.122 � ' I z 4.I14 4,377 MEAN TIDE LEVEL (MTL) 2.115 (,,q31 4, 101 43574 MEAN LOW WATER (MLW) 0.917 3.001 0,1-11 6 ,41+ NORTH AMERICAN VERTICAL DATUM-1988 (NAVD) = 0.865 1,838 6.000 o•2S 3 MEAN LOWER LOW WATER (MLLW) = 0.000 0,000 -2.g38 1,575 Bench Mark Elevation Information In METERS above: Stamping or Designation MLLW MHW M LLO Q0 NAu b g G PS 3 1935 5. 605 2.293 I,9'M I S SS I 4 1935 6.483 3.171 21 .170 IV-4-32 BM 1 1972 4.741 1.429 15.554 1-1•71G 12.9(o9 _ W NO 7 1973 4. 681 1.369 15.358 (.VD ►SRvogB ubvo N&Vo LV) --!!P 14 NO $`6 N prV p St to g GUP Cok2SIOO IS Sp6Cj"c Ta L�4r�rkn�/Lo�uG�tuaF.oT� ` N -n+ � Coovuk5toQ VEtt11L1t0 pelL k)nAA- VG';tfpu'J P206►��Fi1 ' Cu1)VejLSI0r, 15 G ') Cnu�JrY' *vL VeIt % F-II;P 'T1+ IS AT- ALLIA)) 5FFIFtT-Vu, UNt a i1�11JT r�aD ! y ►�L JAr Co t)9. MASON COUNTY WASHINGTON TAXSIFTER SIMPLE SEARCH SALES SEARCH REETSIFTER COUNTY HOME PAGE CONTACT DISCLAIMER PAYNiENI CART(4) Patti McLean Mason County Assessor 411 N 5TH ST Shelton, WA 98584 Assessor Treasurer Appraisal MapSifter Parcel Parceit: 22212-56-00010 Owner Name: LEECH,JOHN &BRENDA DOR Code: 18 - Residential -All other Addressl: 1311 STARLING ST Situs: 40 E ROSE POINT LN Address2. Map Number: WF City,State: STEILACOOM WA Status: Zip: 983882032 Description: ROSE POINT TRACTS, EDDYS(UNRECORDED)TR 10 &T.L. Conimant: 2024 stark,&t Value 2024-Taxable Var-st= 2024 Assessment Data Land. $194,465 Land. $194,465 District: 0276-Tax District 0276 Improvements: $16,000 Improvements: $16,000 Current Use/DFL: No Permanent Crop: $0 Permanent Crop: $0 Total $210,465, Total $210,465 Total Acres: 0.26000, Ownership Owners Nacrt Ownership% Owner Type LEECH,JOHN &BRENDA 100% Owner Sales History Sale Date Sales Document Parcels Texcise ,Grantor Geantee Price 05/10/00 1711034 1 .200053385 DAVID J &CYNTHIA M PARKS JOHN &BRENDA LEECH H/W $247,000 08/01/97 650678 1 199741707 RP DONALD H ERICKSON DC DABID J &CYNTHIA M PARKS $169,000 Building Permits Permit No elate Description i Amount BLD2022-01497 2/27/2023 A5/N2 REMOVE EXISTING RESIDENCE&REPLACE WITH NEW, 7/6/23@10%RM $426,237.00. Historical Valuation Info Year Billed Owner L e,z". PermCrop Value Total Exempt ;Taxable 2024 LEECH,JOHN &BRENDA $194,465 $16,000' $0 $210,465' $0 $210,465 2023 LEECH,JOHN &BRENDA $347,260' $126,120 $0 $473,380 $0 $473,380. 2022 LEECH,JOHN &BRENDA $177,330 $176,810 $0 $354,140: $0 $354,140 2021 LEECH, JOHN &BRENDA $165,480 $117,615 $0 $283,095, $0 $283,095 2020 LEECH, JOHN &BRENDA $220,640 $88,110 $0 $308,750 $0 $308,750 View:Ta:tes 1I II I` I! 11 IIf 1 1711034 I IIIII I IliI 11�II IIIIIII Ili�l IIs6t I IIIII I OIII naslor,2Cc ©uA 4P LAND TITLE CO AF T No. WN.FEAL E9 TE AFTER RECORDING MAIL TO: ExcisE rnk PAID a1•`� Name JOHN AND BRENDA LEECH AAY0 AddresS1311 STARLING STREET DRAECity,State,Zip STEILACOOM WA 98388 T-- County Statutory �want end ?�• �!< LAND TITLE COMPANY OF MAS10 CO Q-111756 Escrow e�Q�7�11a Z.B, GRANTOR DAVID J. PARKS �nd C IA M. PARKS, husband and wife for and in consideration of TEN DOLLARS AND OTHER V UABLE CONSIDERATION in hand paid,conveys and warrants toJ�OHN LEECH and BRENDA LEECH, husband and wife the following described real es to sjtl�atetnn a County Of Mason State of Washington: QUARTER: GOVERNMENT LO � I N 12, TOWNSHIP 22 NORTH, RANGE 2 WEST, W.M. TAX PARCEL NO.: 22212 5 \ 9 0 c <, LEGAL DESCRIPTION AND J TO ATTACHED HERETO AS EXHIBIT "A" AND BY THIS REFERENCE MADE A/,VUT H Date 00 l DA\7 ARKS CYNTHIA PARKS ........................................................................... STATE OF WASHINGTON COUNTY (ZF,y�1ASON Onthis On this day of MAY, 2000, I certify that I know or have satisfactory evidence that DAVID J. PARKS AND CYNTHIA M. PARKS is/are the persons who appeared before me, and said persons acknowledged that they signed this instrument and acknowledged it to be their free and voluntary act fo>"; the use urposes menti ed in this instrument. rn 'Notary Public in and/for the State of WA ..',-.-Residing ,`•Residing at: vy �O,j� y`.My commission expires: 63 +4 tom_ LPB-10 IIIIB I II Illilll III IIIIIII 1111111111111111111 1111-Ml 05 10/2000 04:04P LAND TILE CO SWD 9.00 Mason Co, WA EXHIBIT A FILE NO. Q-111756 PARCEL 1 That part of Government Lot 1 of Secti.� 12,1 wnship 22 North, Range 2 West, W.M., in Mason County, Washington, an o�€ idvSlands in front thereof described as follows: BEGINNING at a point on the South ore . Hood Canal South 37005' West 1136.20 feet from the meander corne ssm on to Sections i and 12, said Township and Range; running thence South 52155' East 229.08 feet; thence South 48033' West 51.02 feet; thence XWrelr 5-iag5i North 52'55" West 218.94 feet; thence North 37105' East 50 feet to the POINT OF BEGINNING. TOGETHER with all tidelaha§ as co/y'eyed by the State of Washington lying in front of, adjacent to and abu_ ftc on said property. EXCEPT Rose Point Lan (Also known as Tr 10 \EDDY'S Rnc>• anra'r TRACTS, unreeerded.) PARCEL 2 An easement fo ingres and egress over the Northeast portion of Tract 9 of the unrecor d SE POINT TRACTS, as described in instrument recorded August 9, 2 u11Tle Auditor's File No. 1695673. SUBJECT 1 E eptions and reservations contained in Deed whereby the grantor cepts and reserves all oils, gases, coal, ores, minerals, fossils, � and the right of entry for opening, developing and working mines, tc-� provided that no rights shall be exercised until provision has en made for full payment of all damages sustained by reason of such try; rom: THE STATE OF WASHINGTON Recording No.: 63768, in Volume 54 of Deeds, page 509 Records of: Mason County, Washington 2. Easement, including its terms, covenants and provisions as disclosed by instrument; Recorded: January 12, 1933 Recording No.: 70494, in Volume 59 of Deeds, page 95 For: Laying of water main Affects: A portion of said premises 3. Easement, including its terms, covenants and provisions as disclosed by instrument; Recorded: September 1, 1992 Recording No.: 550878 In Favor of: BELFAIR WATER DISTRICT #1 For: Improve, repair and maintain a water pipeline Affects: Said premises MASON COUNTY COMMUNITY SERVICES Pei•nilt No: �IQ(NZZ-O M7 PERMIT ASSISTANCE CENTER: BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL (^� 615 W.Alder Street,Shelton,WA 98584 / Phone Shelton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone Belfair.(360)275-4467•Phone Elms:(360)482-5269 BUILDING PERMIT APPLICATION PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: John & Brenda Leech NAME: MA1Lr1 6 ADDRESS:1311 Starling St. MAILING ADDRESS: CII'Y:Stellacoom STATE:WA "LIP:98388 CITY: STATE: ZIP: PHONE#1:425 213-6945 PHONE: CELL: PHONE#2:253-732-4448 _ EMAIL: 4 EMAIL:JOHNLEECH(cD_COMCAST.NET L&I REG# EXP. BRENDALEECHI @GMAIL.COM PRIMARY CONTACT: OWNER 2 CONTRACrOR❑ OTHER❑ NAME CMAIL MAI LING ADDRESS CITY STATE— —AIP. PHONE CELL_ PARCEL INFORMATION: fa h/ 144 PARCEL NUMBER(12 Digit Number) 22212-56-0001 O ZONING LEGAL DESCRIPTION(Abbreviated) ROSE POINTS TRACTS, EDDYS TR -fir-IRE DISTRICT SITE,ADDREss40 E ROSE POINT LN CITY Belfair DIRECTIONS TO SITE,ADDRESS FROM SHELT_ON TAKE WA-3 N. LEFT OFN_MASON_BENSON_RD. E RIGHT ON E.TRAILS RD. RIGHT ON E. STATE RTE. 106 .LEFT ON E. ROSE POINT LN. 1S TILE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YESQ NO❑ SNOW LOAD: 25 psf IS PROPERTY WITHIN 200 FT Oii'rHG leOLL01VING: (Check all1hal apply): vv r): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALT'ERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Pesldcnee.Garage,Cbomrerrial Bldg.c+a.)SFR ATTACHED GARAGE REPLACES CABIN IS USE: PRIMARY❑ SEASONAL❑ NUMBER 01"BL'DROOMS_2___ NUMBER OF BATHROOMS 3 HEATED STRUCTURE? YES(whaletridg)❑ YES(Pmv(sI ojlrldg)Q NO❑ DESCRIBE WORK New SFR to replace existin0 SO ARE FOOTAGE: (proposed) IST FLOOR 970 sq.fl. 2ND FLOOR 1275 sq.R. 3RD FLOOR 101 sq.11. BASEMENT sq.fl. PATIO UNCppNDIITIONED UNNCCppN�ppMi ED SHOP DECK 682 sq.fl, COVERED DECK 4O4 sq.ft. STO]tAGL' 86 sq.ft. 0'?,Wit 3UU sq.ft. GARAGE 494 sq.fl. Attached E] Detached❑ CARPORT sq.ft. Atlached❑ Detached❑ HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE _.A90llEL7_ EAR _^LENGTIL_-________ WIDTH BEDROOMS BATHS SERIALNUMDER__ ENVIRONMENTAL HEALTH: SEWAGE/SF,WER SOURCE: SEPTIC❑ SEWER❑ / NEW❑ EXISTING❑ PLUMBING IN STRUCTURE? YES NO❑ Ijyes,attach completed If/ater Adequacy Fornt PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NOZ EXISTING SQ.FT. 576 EXISTING BEDROOMS 2 TO BE REMOVE 1 Q 'ROPOSL'D BEDROOMS 2 TOTAL BEDROOMS 2 OWNER acknowledges that submission of Inaccurate infomlalion may result In a stop work order or permit revocation.Acknowledgement of such Is by signature below.I declare that I am the owner and I furlher declom that I am ontitlod to rocolve this permit and to do the work as proposed.I have obtained permission fmm all the necessary parties,Including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the Information providgd Is accurate and grants employees of Mason County access to the above described property i and structure(s)for review and inspection. This porml0appiicaaon becomes null 8 vold If work or authorized construction Is not commenced withln 180 days or If construction vmrk Is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08,42) X 10/12/22 Signature of OWNER(Must be signed by the OWNER) Dato DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC MEALCII Z t 5 PARCEL NO.: OYET.LAY OF FE11A FIfQ5'1 MAP-AE ZONE(GRA") 22212-50-00010 LECsAL DESCRIFMON: BABE 4-007 E-LEVF.T'Oh tAL ROSE POINTS TRACTS, C� MN 35'RESOUQGE SEfBA.=K EDDYS TR 10 ti T.L. CovEsmD Cow—1,11h7 TOTAL C:CF_RED SITE- ADDER-SS: �ooa �0 DEECK OvER 40 E ROSE POINT LN 30- .ABV BELFAIR, WASNINGTON Q8528 wa NEiC--M2C-:4C^_E E5A5E FLOOD ELEVATION: 14 FE=T ,ZONE AE y2 , NOTE: RE51DENC_ SITE IS IN COASTAL FLOOD zu, A E. NcEll 5TF, CTUR= IS DES!G--N D TO e r —E"TTN gSS'DEI'CE TO BE FMMCrED 1 I;ET THESE FLOOD STANDARDS I-MER FLOOR ELEVATION MEW s j Y•!AN Fl OOR ELEYATION 26kV UPPER FLOOR ELEVATICII 361V RECE D SLIM NE WE.'T S $IDE":.�SETBACK T"P. OCT 13 I IU/Ap`•IPIIBTRA71•F_VAR;6N;,-E b' /• ' / M Le'GAL.PROPANE-AKKS 6113 W.Akler Street LOCATE PER GLC- R 4 STANDAFE)S FOR;h'STALLATION Cv-PROPANE TANKS EiO5T,Na BULKVE<.D r STAIRS TO EX15P,Y�Pom::,�Y WALLS TO BE FRE1-tO•/ED FOR F'O.lrv'_CONSTt3lCT:OJ PROPERTY LT1E5 TYP, \". •,+'.+'• v '�:� �l—.r--E/15TWa WATER t<LTER TO RFT1AN hE:J SEPTIC TAKK9 A REPAIR EXIST. rr�fi\� ` �_- -VER°FY'_OC,RELOCATE IF�--'IF2ED DRAPFIELD a REBERVE AREA PER ,` COf'F'Oty LLNE 6ET}3AGK � ^/ � \ 11Z ' NEw DECK ABOVE AND \\ r / EX�BT�NG RL-TAINtNG t:1.:L'_- PATIO EWLOW \ AP-ROX LOCATION r 5AS D W D?1=NSIC`.5 TOT,r`l!•L'.(:rYD.AF-EA——� �' \v'•-' / PR�O'iFDED 9'r Q:7�E4 aw SF. v / / 1 GAR/laE 491 S F. 9F ��•( `�a•-.`r•rfivr+^aAr- INCOKD.OHOP 300 B.F. -�E'GW50R LOVER FLOOR \ / �/•�/ O � 5F-VjAG<=RCr-RCAZ"ED!E tNCCK0.STCQ- Ad".K VARIANCE , 86 IRFEAD-G E/�R SUV ROOF ON.TY, EH APPROVED EY15Ti G OR7VB''AY TO e3E Ic'Fi`a=-D ADDED 1'�:J PATH t woo4APPF YED FZF 10 ADDED !'-re•GCO=OVERNAK 25'FQO4-YARD 6ETBACK EH setbacks / �� Z�22-0(4617 \,. A-)ofmn'fakiPeserve fegllres�_SEM--*Iron Icoteng'foun0.ntlons / wdh VJAI_29=-C ull SITE PLAN B.I Septc rani(s)requires setback from III fooring.fouriMhons with WAI C.lNo!uu- :atumPe rnaterDrarruwdhne3M.Mwngradientol SALE: I" = 20'-C' NCSRTN Dmr4-Wd-Re+:orve area `e D I No Cut&infi(st(greater Ihan 5it and over 45 degrees)wolNn 57t.gown q ad ens of Drae'.nfietd Pcsorvp area Mason County WA GIS Web Map 2221 0001 222125600014 18151 E STATE ROUTE 10 222125600013 l 222125600012 , 22125600011` ti 10 E.ROSE POINT L 20 E ROSE POINT LN 222125600009 \ ROSE POINT LN,' ` •. 222125600007 • 50 E ROSE POINT L 222125600006 60 E ROSE POINT LN �. ?_E ROSE POINT LN ' 222125600005 4 • �1'5� �✓ 222120060000 222125600003~~ ' 80 E ROSE•POINT LN-,' , 222112120001 7/25/2024, 8:23:38 AM 1:765 _ 0 0.01 0.01 0.02 mi -� County Boundary '—ram'— 'L�`'�r'T—' 0 0.01 0.02 0.04 km No Filled Site Address (Zoom in to 1:3,000) Sources:Esrl,HERE,Garmin,Intermap,increment P Corp.,GEBCO,USGS, O FAO,NPS, NRCAN, GeoBase, IGN, Kadaster NL,Ordnance Survey,Esd Tax Parcels (Zoom in to 1:30 000) Japan,METI,Esri China(Hong Kong),(c)OpenStreetMap contributors,and the GIS User Community Mason County WA GIS Web Map Application Mason County disclaims accuracy,reliability,or timeliness of website info,not liable for losses from reliance on it.https:/Avww.masoncountywa.gov/disclaimer.php