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BLD2020-00759 SFR ADV2020-00112 - BLD Permit / Conditions - 10/29/2020
Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us BL 22020-00759 NEW SINGLE FAMILY RESIDENCE PROJECT DESCRIPTION: NEW SFR W/ GARAGE ISSUED: 10/29/20120 SITE ADDRESS: 18861 E STATE ROUTE 106 BELFAIR EXPIRES: 04/27/2021 PARCEL: 122065000012 APPLICANT: YOUNG MATTHEW& CARRIE OWNER: YOUNG MATTHEW&CARRIE 817 SW 347TH CT 817 SW 347TH CT FEDERAL WAY,WA 98023 FEDERAL WAY, WA 98023 CONTACT: Family Classic Homes 60 NE Lake Dr Tahuya, WA 98588 253-753-7692 GENERAL CONTRACTOR'S LICENSE: Family Classic Homes License: FAMILCH883JO 60 NE Lake Dr Expires: 05/26/2022 Tahuya, WA 98588 253-753-7692 VALUATIONS: FEES: Paid Due Uncovered Deck 656.00 $9,840.00 Planning Review Fee $240.00 $0.00 U VB Utility, miscellaneous 500.00 $24,150.00 Plumbing Base Fee $25.00 $0.00 R-3 VB Residential, one- 2506.00 $303,827.44 Building Plan Review/Change of $110.00 $0.00 and two-family Use - Onsite Sewage Plumbing Fees $176.00 $0.00 Mechanical Base Fee $30.00 $0.00 Mechanical Fees $200.00 $0.00 Plan Check Fee $1,659.48 $0.00 Technology Surcharge $92.87 $0.00 State Fee-Residential $6.50 $0.00 Building Permit Fee $2,553.04 $0.00 Total: $337,817.44 Totals : $5,092.89 $0.00 FIXTURES Printed by:Kati Dooley on:10/29/2020 12:04 PM Page 1 of 8 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2020-00759 (sty Mechanical Fixtures (sty Plumbing Fixtures 1.0000 Gas Outlet(s) (1-5) 1.0000 Number of Clothes Washers 1.0000 Dryer Vent(s) 1.0000 Number of Dishwashers 1.0000 Kitchen Exhaust Hood(s) 1.0000 Number of Kitchen Sinks 1.0000 Furnace(s) 1.0000 Number of Water Heaters and or Vent 1.0000 Propane Tank(s) 2.0000 Number of Hose Bibs 7.0000 Spot Vent Fan(s) 2.0000 Number of Bath Tubs 2.0000 Number of Showers 4.0000 Number of Toilets 6.0000 Bathroom Sink REQUIRED INSPECTIONS Setback Inspection Shearwall Inspection Footing Inspection Framing Inspection Foundation Wall-Pre-Pour Inspection Rough- Plumbing Inspection Underground Plumbing Mechanical Inspection Slab Insulation Insulation Inspection Underfloor Inspection BLD-Final Inspection CONDITIONS * 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 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. * 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. * 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. * 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. Printed by:Kati Dooley on:10/29/2020 12:04 PM Page 2 of 8 Mason County g '� Mason County - Division of Community Development ® 615 W. Alder St. Bldg. 8 Oj•x,v3' '" Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2020-00759 " 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 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. * Adopted IECC/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. 1a EFFICIENT BUILDING ENVELOPE 1a: 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 UA by 5%. 0.5 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a high efficiency fan (maximum 0.35 watts/cfm), not interlocked with the furnace fan. Ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the qualifying ventilation system. 0.5 3ab HIGH EFFICIENCY HVAC EQUIPMENT 3a: Gas, propane or oil-fired furnace with minimum AFUE of 94%, or Gas, propane or oiled-fired boiler with minimum AFUE of 92% 1.0 5c EFFICIENT WATER HEATING 5c: Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.91 or Solar water heating supplementing a minimum standard water heater. Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation (SRCC)Annual Performance of OG-300 Certified Solar Water Heating Systems or Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters 1.5 Printed by:Kati Dooley on:10/29/2020 12:04 PM Page 3 of 8 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2O2O-00759 The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. * When parcel development requires direct access to 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. * 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. * 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. * 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. * 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. * 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). Printed by:Kati Dooley on:10/29/2020 12:04 PM Page 4 of 8 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2020-00759 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. * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. * The 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. * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. * WIND LOADS - Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic wind speed for Mason County is 85 MPH. Printed by:Kati Dooley on:10/29/2020 12:04 PM Page 5 of 8 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg. 8 •,��� Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2020-00759 " Installation of heating equipment in a single-family residence shall meet the requirements of the current IECC/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. " By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your "Approved Site Plan"to ensure these structures meet the setback conditions listed. " All property lines shall be clearly identified at the time of foundation inspection. • OWNER/ BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. Printed by:Kati Dooley on:10/29/2020 12:04 PM Page 6 of 8 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2O20-00759 * 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 Section R401.3 & R402.4.1.2, 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 IECC/.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 IECC/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 Y2 sheets. The Mason County Permit Center will also have some available. * 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. 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. A minimum of 75 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. • The foundation/footing must be placed on undisturbed, firm-native soil. " 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 propane tanks must be installed in accordance with the International Fire Code and all applicable Mason County ordinances. All propane tanks must meet the installation requirements and minimum setbacks as listed in the Mason County Fire Marshal's Standards for the Installation of Propane Tanks. " Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. A. Drainfield/Reserve requires a 10ft setback from all footing/foundations. B. Septic tank(s) requires 5ft setback from all footing/foundations. C. No foundation drains within 30ft, down gradient of drainfield/reserve area. X Printed by:Kati Dooley on:10/29/2020 12:04 PM Page 7 of 8 Mason County 5 , F Mason County - Division of Community Development 615 W. Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.masonma.us NEW SINGLE FAMILY RESIDENCE BLD2020-00759 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 f y other state/local law regulating construction or the performance of construction. r � Issued By: Contractor or Authorized Agent: Date: /2 45/� 2�00_ Printed by:Kati Dooley on:10/29/2020 12:04 PM Page 8 of 8 MASON COUNTY COMMUNITY SERVICES Permit No: ?L,ptjzo ra--)—15 PERMIT ASSISTANCE CENTER: RECEIVED -BUILDING-PLANNING-PUBLIC HEALTH-FIRE MARSHAL 615 W.Alder Street,Shelton,WA 985M Phone Shelton:(360)427-9670 ext,3V•Fax:(360)427-7798 Phone 4P Beltair.(360)2751r7•Phone Elora:(360)482-5259 JUL 2 0 2020 BUILDING PERMIT APPLICATION 615 W. Alder Street PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:/v,A-r7- C2A/I/Z))C c �/CI NAME: MAILING ADDRESS:B/ SW" �17--' e7- MAILING ADDRE O NIF XW ��fL CITY: STATE:i4A-ZIP:9B6Z3 CITY: STATE:WA ZIP: PHONE#1: PHONE Z7s 63B3 CELL: EMAIL G#. PRIMARY CONTACT: OWNER❑ CONTRACTORS OTHER❑ NAME- SJic /'��.Er EMAIL s MAILING DDRESS O /V-C L-/E AGC Pr- CITYTA//!0 N.l- STATE LV^-ZIP PHONE 6=73--b &3 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 2 Z v Q t' ZONING L DESCRIPTION(Abbreviated)L a �Ka,'d' 7- Ro4c T !2 DISTRICT/yi J7i4Jt� S ADDRESS I PSA 6/ SrA Rcrr,T� /d CI i 1eLFA 1$7— CTIONS TO SITE ADDRESS CA ly" t-2"+ T J2 AC-7S O i/T o f Yj,r-L-F.A/a PJ '07/G)E S ew T/* O 14 oto IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO.J�pSNOW LOAD: Psf IS PROPERTY ITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEA?o ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,LGamv,Commercial Bldg,Etc.) S//116jL-� �j6tJ'7�♦ ��S IS USE: PRIMARY❑ SEASONALP NUMBER OF BEDROOMS 3 NUMB R OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Part/sl ofBidgl❑ NO❑ DESCRIBE WORK C�=6.,VSr,Qyr yCI V O,;'� oa IVEkJ SQUARE FOOTAGE: ro sec) 177C 1ST FLOOR j�sq D FLOOR-q.ft. 3RD FLOOR _/sq.ft. BASEMEN i DECK_57(Q sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGES sq.ft. Attache whed❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: t EC SEWAGE/SEWER SOURCE: SEPTIC SEWER❑ / NEW❑ EXISTING❑ Dq ` PLUMBING IN STRUCTURE? YE§C NO❑ Ijyes,attach completed Water Adequacy Form `S`2a2Q PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NO❑ EXISTING SQ.FT. EXISTING BEDROOMS 0___ PROPOSED BEDROOMS --__ _ TOTAL BEDROOMS OWNER acknowledges that 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 and 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 legal representative,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 8 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 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 Signature of OWNER(Must be sinned by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT DP-C- 2C-1 PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH RECEIVED MASON COUNTY COMMUNITY SERVICES Permit No: �� PERMIT ASSISTANCE CENTER: O2 BUILDING •PLANNING •FIRE MARSHAL 615 W.Alder 01-Shelton, WA 98584 615 W.Alder Street www.co.mason.wa.us ndib- Phone Shelton:(360)427-9670 ext. 352• Fax:(360)427-7798 on Belfair. (360)275-4467• Phone Elma:(360)482-5269 PLUMBING & MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: /YIArr C'B/LQ/F-- G1oZiluk NAME: J1/�riu C' s3/c /S/in, MAILING ADDRESS: Biz 5/W' ?f17>_'` Cl-;- MAILING ADDR SS: &o W,-6* 44/eE D JZ- CITY:f" ` �STATE: ZIP: dZ CITY: STATE:/VA-- ZIP: gt PHONEf340 27S 0383 CELL: S/y 77Z Q-' E 2ArJcs � �1.9i� ccrt MAIL: PARCEL INFORMATION: �� / PARCEL NUMBER(12 Digit Number): I ZZ O QQ(0Q 11 Z Zoning: L o LEGAL DESCRIPTION(Abbreviated): SITE ADDRESS: t£3 8 61 J=. STATE c'Cf7-JF— 106 CITY: DIRECTIONS TO SITE ADDRESS: f2 8,ff4FgML P Av SA) o'V - 1JA 3 6�IGf� 174Tj GS f"T 67f/T D�l� TL��'tJ%✓ �Z�12. R/4d1" C'3✓ �L -I•tIA� STATL R�'b17E �O(o F12 C P)tCj/L 7- / r 1-4C (� % Doll &)4 7 1F2 S D � TYPE OF JOB: NEW ADD ALT REPAIR OTHER USE OF BUILDING LOCVION OF FIXTURES/UNITS—1 ST FLOOR 2ND FLOOR BASEMENT GARAGE OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric LPG Natural Gas Ductless_ Toilets Tyne of Unit No.of f Units Fees Bathroom Sink (p Furnace Bath Tubs Heat Pump Showers Spot Vent Fan 7 Water Heater T Propane Tank 1 Clothes Washer I Gas Outlets �J Kitchen Sinks L ood/Gas/Pellet Stove Dishwasher 4)A),-- i hen Exhaust Hood Hose bibs l/, er Vent 1 Other Panel =� 3{j Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER acknowledge 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 OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X Signature of Owner Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE I TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT be C- 0 PLANNING DEPARTMENT FIRE MARSHAL 7771 Rev:1/27/2016 JBN / N.L. Olson & Associates,INC. Engineering, Planning& Land Surveying October 28, 2020 Brad Reid B Reid Construction PO Box 1616 Port Orchard, WA 98366 RE: Revision to Young Residence 18861 St Hwy 106 Belfair, WA Mr. Reid, NL Olson and Associates prepared this revision to the architectural and engineering plans for the new residence to be located at 18861 State Highway 106. This revision is the result of our discussions after your review of the site and the submitted plans. A summary of the revisions are below. 1. The site is steep and the house is a daylight basement style. However, upon review of the existing topography,the foundation will be about 6 feet lower than the basement floor elevation on the downhill side of the house. Rather than import soil to fill the crawlspace and place a basement slab,the crawlspace framing was designed. 2. Because the site topography is so low on the downhill side, the lower patio slab was converted to an elevated deck. 3. The foundation change allowed the framing for the lower floor and main floor to be rotated. New bearing lines were established in the crawlspace for the upper and lower floors. 4. The revisions to the floor framing direction required that an analysis of the window headers be completed. 5. The change in floor direction changed the dead loads on the shear walls. Therefore, the lateral analysis was revised. 6. The water side of the roof framing plan had 3 dormers. However, the dormers would not have allowed for drainage of the stormwater on the roof. Therefore, 2 of the dormers were removed and the middle dormer was extended to provide an edge for attaching the gutter. 7. A similar dormer revision was made above the front entrance. An"eyebrow"roof was made below the front dormer to allow for a gutter to be attached to the roof. 8. The great room was originally shown with scissor trusses. The trusses would have resulted in a vaulted ceiling of less than 20 inches. The roof framing in the great room was revised to a beam and rafter framing to allow for a taller vaulted ceiling. 9. While redrawing the plans, I noticed an error on the square footage of the house. There was a loft included on the area analysis that was not being constructed. The floor areas were revised to remove the loft area and add the lower deck area. PO Box 637 . 2453 Bethel Avenue • Port Orchard,WA 98366• (360) 876-2284 www.nlolson.com • a 18861 Hwy 106-Revisions Page 2 of 2 10. The energy code credits called out on the original plan set included a credit for ducts within a conditioned area. The furnace will likely be relocated to the tall crawlspace so that credit is no longer valid. The credit are revised. 11. The interior basement wall against the retaining wall was shown as a"flat" 2x4 with R- 19 insulation. That insulation will not fit in a 1 %"cavity. Therefore,the floor plan was re-dimensioned with a 2x4 wall inside of the basement concrete wall. For convenience, I have redrawn the entire architectural and structural plans incorporating the changes above. Please let me know if the county needs more information on the changes. Respectfully Submi d, /'�Vlatthew wlocki, PE, SE tJ I� 262D- �D'1�t B. Reid Construction Inc. P.O. Box 1616 Port Orchard WA. 98366 brad reid3696(@gmaiLcom 360-710-2507 Letter of Authorization Matthew Young gives Brad Reid (President of B. Reid Construction Inc. Lic. # CC BREIDC1044BQ, UBI # 601-675-587) authority to act on his behalf concerning activity required to issue permit #BLD2020-00759. B. Reid Construction will be the General Contractor of record concerning this project from this date 10/26/2020 forward. J Owners Signatu `� Date le,5s MASON COUNTY DEPARTMENT OF COMMUNiTy DEVELOPMENT WSEC/ Ventilation Code Compliance Application Submit with heating/cooling system size worksheet (see instructions #4) Owner: Parcel#: Type of project: 1 D u n 12 Z p(o-60-o�v I,2- ►-�E 5 Fe- Total Sq. Ft. 1st Floor: 2,d floor. Heated Basement: of heated area:: � (� I ( a5 I ' l Heating System Type: O Electric wall heater O Electric Central Furnace O LPG Furnace O Heat Pump with electric furnace O Heat pump with gas furnace O Ductless Heat Pump O Boiler, specify fuel type: O Other. Specify: ❑ Prescriptive Option Table R402.1.1 (see table on previous page) Compliance Method ❑ Component Performance, R402.1.3 — Calculation worksheets required Must Check one:: ❑ Other (specify): Check one ElWhole House Ventilation system ElWhole House Ventilation Ventilatio using exhaust fans &window or wall Integrated with a Forced Air ❑ Other, dgsc+ib :. fresh air vents (M1507.3.4). If using System (M1507.3.5) n System window vents be sure to order windows with vents. Referencing Table R406.2, "Additional Residential Energy Efficiency Requirements," all residential units must develop credits as specified in Table 406.2. Identify and describe which option(s)will be used to comply. If the table is not attached to this form you can access the table on our website at: httpi//vAm.co.mason.wa.us/forms/Community Dev/iecc wsec.pdf Additional a) Description: Small dwelling units: less than 1,500 sq. feet of heated or cooled floor area and less than 300 sq. ft fenestration area (skylights, doors, windows, etc). Energy *Including additions to existing building that are greater than 500 sq. ft. of heated floor Efficiency but less than 1,500 sq ft of floor area. Requires 1.5 credits Requirem ents b) Medium dwelling units that are not included in (a) above {small dwelling), OR (c) below Enemy {large dwelling} Requires 3.5 credits credits EXCEPTION: Dwelling units serving R-2 occupancies shall require. Requires 2.5 required. credits. See page two for description. • c) Large dwelling unit is a dwelling unit that exceeds 5,000 sq. ft. of heated or cooled floor area. Requires 4.5 credits d) Additions less than 500 sq feet. Requires .5 credits (Fenestration is defined in the /ECC as skylights, roof windows, vertical windows, opaque doors, glazed-doors that include products with glass and non-glass glazing materials. Describe Energy Credit Option(s): THESE PLANS MUST BE Using Option ON THE JOB SITE number(s): FOR INSPECTION Cw�C ecL C/✓L_ ct v�`� 3 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information YOUNG RESIDENCE FAMILY CLASSIC HOMES 18861 E.SR 106 60 NE LAKE DR BEFAIR,WA ITAHUYA,WA Heating System Type: e0 All Other Systems O Heat Pump To see detailed instructions for each section,place your cursor on the word'Instructions". RECEIVED Design Temperature 11'struction:, _ Design Temperature Difference(AT) �1,� Bremerton A=Indoor(70 degrees)-Outdoor Design Temp „J(J 2020 Area Building W. EVder Str,,el Conditioned Floor Area Conditioned Floor Area(sq ft) 2.695 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 9.0 24,255 Glazing and Doors U-Factor X Area = UA his i1LCGOn5 ___ ..-. _...--- .•....,. -•.-^•- _._ u o ze 0.280 466 130.48 Skylights U-Factor X Area = UA Instructions 0.50 16 8.00 Insulation Attic U-Factor X Area = UA R-49 �.. 0.026 1,000 26.00 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions _-_-- _- -- R-38 vented 0.027 375 10.13 Above Grade Walls(see Figure 1) U-Factor X Area UA Instructions ! -- 0.056 1,440 80.64 ,, R-21 intermediate Floors U-Factor X Area UA Instructions R 30 -— 0.029 F 1.375 39.88 Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions --� R 21 mt plus R-5 ci 0.028 945 26.46 Slab Below Grade(so&Figure 1) F-Factor X Length UA Instructions 0.303 1,320 399.96 R-21 int Plus R-S d Slab on Grade(see Figure 1) F-Factor X Len th UA htstructior, No selection 0 'Select R-Value � '-" Location of Ducts Instructions Duct Leakage Coefficient Conditioned Space 1.00 Sum of UA 721,54 Envelope Heat Load 29,583 Btu/Hour Figure 1. Sum ofUAXAT Air Leakage Heat Load 10,740 Btu/Hour VolumeX 0.6XATX.018 Above Grade Building Design Heat Load 40,323 Btu/Hour Air Leakage+Envelope Heat Loss Below Grade Building and Duct Heat Load 40,323 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 56,453 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07101113) tvuVG DLA t EhabVi Berl vue, -PLLC. �eateGhvs,i.CRi.° �v�,vi.rovs.vu.evir_gi,°D;rR%vi.R�e°2DAdwR�,! April 9,2019 Lincoln Builders&Developing PLANNING PO Box 415 Beifair,Washington 98528 RE: Retaining Wall Design for Property Located on State Highway 106,Parcel 12206 50 00012. Belfair,Washington Dear Mr.Lincoln. Envirotech Engineering has completed this geotechnicaU structural evaluation for a reinforced concrete retaining wall to be located at the referenced property. The following analysis provides soil,wall and structural parameters followed by an analysis and conclusions for steel reinforcement, sliding and overturning. Soil Parameters Structural Parameters Y - 133 psf Wall Support: Cantalever = 37 ° 0.5 in wall flexural rebars vertical, diameter ca= 100 psf 0.19635 in2 wall flexural rebars vertical, area #4 wall temperature rebars horizontal, Pore Pressure: No 0.5 in diameter Earth Pressure: Active 0.19635 in2 #4 wall temperature rebars horizontal_ P= 0 ° 0.5 in #4 footing rebars. diameter YW= 62.4 psf 0.19635 in2 #4 footing rebars. area 0.9 strength reduction factor, flexural 0.85 strength reduction factor, shear yield stress in steel Load Inputs fy= 60 ksi reinforcement 0.0018 yield stress ratio q 150 psf f'c= 2500 psi concrete compressive DL 75 ib/ft 3 in reinforcement steel cover LL 100 Ib/ft Yc= 150 pcf concrete unit weight w 0 lb Wall Geometry Soil Conclusions B = 60 in K 0.25 h = 18 in Ke 0.23 b= 12 in 6 24.67 PO BOX 984 Belfair,Washington 98528 Off: 360-275-9374 Cell: 360-689-6045 envirotech@geotechnicalinfo.com H- 8 ft 0.00 t= 10 in Rsl 1057.97 D= 18 in RsH1 961.43 n= 12 in RsV1 441.53 Key: No Rw 0.00 Rq 298.30 RqH 271.08 RqV 124.49 Re 960.67 Rs2 37.19 RsH2 33.80 RsV2 62.44 Sliding Fr=(EWi+ RsV1 + RgV)tan6+ cA+ RsH2+ RsV2 8486 lb/ft Fs= RsH1 +RqH+ Re + Rw 1233 Ib/ft F.S.static= Fr/Fs fi 9 o.k. F.S_dynamic= Fr/(Fs + Re) 3.9 o.k. Overturning Mr= FWixi + RsH2y2+ RsV2xsV2 +RsV1 +RgVxsVt 14442 lb Mo =RsH1 y1 + Rwyl +RgHyq 3648 lb F.S.static= Mr/Mo 4.0 o.k. F.S.dynamic=Mr/(Mo +Reye) 1.7 o.k. Flexural Steel in Wail vertical Wall load from resultant earth pressure= 1.4*(Rsl + Rw+Rq +Re) = 3243.7 Ib/ft Mu =wall load from resultant earth pressure*HA2/6 = 34599.6 ft-lb As=Mu*12/(strength reduction factor, shear*fy*l000*(t-3-0.1*(t-3))) = 122 in2 Ac=fy'l000*As/0.85/f'c= 34.5 in2 Mn =As*fy*1000*(t-3-0.1*(t-3)) = 461328.3 in-lb <pMn J-strength reduction factor. flexural-mn/12 34599.6 ft-lb As2=As*Mul�Mn = 122 in2 Number of rebars per foot 6.22 rebar spacing 1.93 in 12" upper 5 feet Temperature Steel in Wail (horizontal) 6" lower 3 feet As= yield stress ratio*b*t= 0.216 in2 Number of rebars per foot=As/#4 footing rebars, area= 1.10 rebar spacing= 12/number rebars per foot= 10.91 in Wall Footing Pu= 1.4*DU12+1.7*LU12+RsV1/12+RsV2/12+(yH(8/12-t/12-n/12))/12+q/12= 358.19 lb/-in qu= Pu/8 = Vc=2*f'cl/2= 5. psi 100.00 psi Patre 2of 3 d= h-reinforcement steel cover- 1.5*#4 footing rebars, diameter= 14.25 in Vu =qu/d*((B-t)/2-d) = 4.50 psi oVc=Vc*strength reduction factor, shear= 85.00 psi Flexural Steel in Wall Footing Mu =qu*(B-t)2/8= 1865.59in-lb As=Mu/(strength reduction factor, flexural*fy*900*d) = 0.0027 in2 Ac=As*fy*1000/0.85/f c= 0.0761 in2 A=Ac/2/b= 0.0032 in As2= Mu/(strength reduction factor, flexural*fy*1000(d-A))= 0.0024 in2 As=yield stress ratio*b*h = 0.3888 in2 Number of rebars per foot=As2/#4 footing rebars,area= i.9801 rebar spacing = 12/number of rebars per foot= 6.06 in Temperature Steel in Wall Footing As=ycBh = 1.94 in2 Number of rebars per foot=As/#4 footing rebars, area= 9.90 Spacing = 1/number of rebars per foot*12= 1.21 in As2=yield stress ratio*B*h = 1.94 in2 Number of rebars per foot=As2/#4 footing rebars, area= 9.90 Minimum spacing = 1/number of rebars per foot*12= 1.21 in Maximum spacing= 5*h = 18 in rebar spacing Choose in Envirotech is pleased to submit this engineering analysis. If you have any questions or need additional information,please contact Michael Staten at 360-275-9374. Best Regards, Envirotech Enr*' eering �N CLYjD£ sf ^`t `.0`\.:Srli `` w 43045 Michael Staten Project Manager Page 3of 3 HOOD CANAL PARCEL 122065000012 HIGH WATER MARK 1+ /-EXI TING 6,5FT APPRX, LOCATION OF CON BETE BULKHEAD REINFORCED PCC SLAB EXTENTS NOT APPRX. LOCAITON OF c3a ----I)-ETERMINED PROPOSED CONCRETE 1EXISTING -`--RETAINING WALLS DRIVEWAY (TYP) (APPRx.) LENGTH- cJ RETAINING WALLS HAVE NOT BEEN DETERMINED AND IS < NOT NEEDED 'FOR v THIS THl PARTICULAR DESIGN, Y- 106 PROJECTt RETAINING WALL AND PCC SLAB DESIGN LINCOLN BUILDERS STATE HIGHVAY 106 PARCEL #lE2065000012 BELFAIR, WASHINGTON CONTRACTOR1 LINCOLN BUILDERS & DEVELOPING PO BOX 415 BELFAIR, WASHINGTON 98528 DRAWN BY: -3ATE, ENGINEER: REVISIONS, j, mcs 04/09/19 ENVIROTECH ENGINEERING AM rfSCFaPTMN DATE DESICNED BY, --iA-TE, PO BOX 984 KrchQet Staten, P.E. 04/09/19 BELFAIR, WASHINGTON 98528 PHONE; (360) 275-9374 43 5, SHEET X, (360) 275-4769 A� SHEET OF 3 FILTER FABRIC BETWEEN BACKFILL AND NATIVE SOILS (SEE NOTES) 8' MIN NOTES #4 REINFORCEMENT STEEL 1. RETAINING WALLS CALCULATED USING HORIZONTAL 2 12 IN Q.C. t AT-REST EARTH PRESSURES. CIYP) 2. RETAINING WALL DETAILS ARE PROVIDED FOR WALL HEIGHTS LIMITED TO 8.5 FEET. RETAINING 44 REINFORCEMENT STEEL ' WALLS WITH A HEIGHT LESS THAN 4,0 FEET, VERTICAL 9 12 IN O.C. + SHOULD FOLLOW PRESCRIPTIVE REQUIREMENTS. (TYP) 3, LEVEL EARTH RETENTION (BACKFILL) IS ASSUMED, WITH LARGE VEHICLE SURCHARGES, 4, ALL FORTING SUBGRADES SHALL BE ON CONCRETE RETAINING WALL 6 COMPETENT UNDISTURBED SOIL, OR AND FOOTING, 30t� psi RE-COMPACTED TO AT LEAST 95Z OF MAXIMUM DENSITY PER ASTM D1557. S. ALL CONCRETE SHALL HAVE A MINIMUM 8.5 FT f 28-DAY COMPRESSIVE STRENGTH OF 3000 psi, COMPACTED GRAVEL, 6, CONCRETE SHALL BE PLACED USING 4*3 REINFORCEMENT STEEL SAND, GW, GP, MECHANICAL VIBRATION, HORIZONTAL E I8 IN O.C. 8 W OR SP CKF 7. REINFORCEMENT STEEL YIELD STRENGTH CTYP) SHALL BE 60 ksL 8_ CONCRETE COVER FOR STEEL MUST BE A MINIMUM OF 1.5 INCHES WALLS, AND 3 INCHES #6 REINFORCEMENT STEEL FOR GUCTINGS. 3 INCHES IS RECOMMENDED FOR VERTICAL 2 6 IN O.C, ALL. 'a 9. BRACES AND TIE-DOWNS SHOULD HAVE A CORROSIVE RESISTENT COATING. 10. FILTER FABRIC SHALL BE MIRAFI 140 NSL OR EQUAL. FILTER MATERIAL THAT HAS BEEN 3' MIN d • ° SPECIFICALLY DESIGNED TO ENTRANCE OF FINE PARTICLES PMAY BEDE ED SUBSTITUTED FOR THE FILTER FABRIC. FABRIC NOT REWIRED IF BACKFILL CONSISTS OF T PEA GRAVEL. 1 11. ALL WORK SHALL BE IN ACCORDANCE WITH PRCPRIATE IBC, STATE AND LOCAL CODES. )K 6 NIL VYNAL MOISTURE BARRIER, EXTEND 18 IN FROM BENEATH FOOTING AND UP SIDEWALL 6' MIN PERFORATED DRAIN PIPE t 12 IN -- --+- 10 IN 44 REINFORCEMENT STEEL CFLEXLIRAL) O 6 IN O-C 5 FT TEL EMPERA URE) EREINFORCEQUALLY NT �LLYSPPACED CONCRETE WALL-DETAfL DEPTH PER GEOTECHNICAL REPORT. NOT TO SCALE. SEE SHEET 3. PROJECT: RETAINING WALL DESIGN LINCOLN BUILDERS STATE HIGHWAY 106 PARCEL 9122065000612 BELFAIR, WASHINGT13N CONTRACTOR: CL}'b LINCOLN BUILDERS & DEVELOPING �\t". f ST PO BOX 415 `F�ti,yyf� 7�. BELFAIR, WASHINGTON 98528 DRAWN BY: DATE: ENGINEER, REVISIONS: MCS 04/9/19 EN VIRQTECH ENGINEERING Ea.vmRyTmN v �'� `� DESIGNED BY, DATE, Micaetaen, ,E. PO BOX 984 \ %` Michael St P 04/9/19 BELFAIR, WASHINGTON 98526 k 4304 �/.� SHEET PHONE- (360) 275-9374 FAX, (360) 275-4789 �SStU\':1L�-� fj4/N SHEET F 3 LA n ' I&A v- - re j m : : , 4 - _ E , 1 . t f 1{ t . i �• 1 .a• - -----ter =--- �-�--- i f - ( a^r0 ,0- �t F 1 ' k • F f tF' l ALL 1 tt� t Back Deck 45' 10' 15' ------------ -. 10' ---------------------------------------- ----- - - Uvc rIf:ngy Over7an ; _. . 5' 5' Square Footage Total = 2,121 ' 15' 15' 3' 10' Master Bedroom a' 6• Great Room 15' 25' — 1 17' 1 1 Master Suite {,{ t�: L [F Bathroom Closet 2' 5' S' 5' Entryway 7' 8' Z 5' Kitchen 15' 15' Kitchen + Dining = 375 square feet Garage 20' Great Room + Entryway = 450 square feet Master Bedroom = 225 square feet Master Suite = 170 square feet Bathroom + Closet = 75 square feet Loft = 150 feet --- Main Floor Total = 11445 square feet 25' 45' 10' Back Patio 2nd Bedroom 17' 3rd Bedroom 12' Entertainment 12' Room 14' 14' 8' Full 8' Laundry Stairs 2nd Bedroom = 168 square feet Bathroom Entertainment Room = 204 square feet 8'51 8.51 3rd Bedroom = 168 square feet Full Bathroom = 68 square feet Laundry = 68 square feet Basement Floor Total = 676 square feet I Name N S Parcel# ( 2 20 6! j /2-- BLD# 2420 ��rJG( Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction. A complete copy of the ordinance can be found on the Mason County website: http//www.co.mason.wa—us/code/commissioners/index.htm Please follow the links to "Title 14, Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70). You will receive a copy of the Public Works document entitled"Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan". This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system (see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) t/ The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples. (Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT.450 Mail:P 0 Box 1850, Shelton WA 98584 Physical: 415 N 6th St, Shelton WA 98584 If this development has,or will have,a septic/drainfield system you may need to contact 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. Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT. 352 Mail:P 0 Box 1666, Shelton WA 98584 Physical:426 W Cedar St, Shelton WA 98584 A condition will be added to the building permit that states, in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Age t Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgem f such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further ackn e t the information provided is accurate and employees of Mason County are granted access to the above- describ r eview and inspection as may be required. X Owner/ gent/ ontractor(circle one)Date:1/0 //ZCJ ge 2 of 2 4 70 , Name N i IF SiDaIvc�. Parcel# IZZ S Z BLD4� -U CEL VE Mason County JUL 2 0 2020 Department of Community Development 615 W. Alder Stre t Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code, Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface2. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 'Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Sutfaces Please Complete This Table Surface Type Length X Width = Area *All dimensions in feet Buildings 5 3 X -Z S = 13 7 S" Z S X Z 0 Measurements for buildings are taken at the X z5 _ ��� perimeter of the farthest projections(example: eaves/gutters) Driveways X = U//"C^ X = /9 re Length of drive begins at the right of way 4 0-1,1/fgi2. X Parking Areas X = X = Any paved, gravel or packed area per definition above table X = Patios/Walks X = X = Any paved, gravel or packed area per definition above table X = Others X = X If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area (sum of all areas) If the Total Impervious Surface Area is LESS THAN 2000 Square Feet, please read,acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgemen.torsuch is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further ac o d the information provided is accurate and employees of Mason County are granted access to the above- describe Ap r iew and inspection as may be required. Own AtlContractor(circle one)Date: the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read,acknowledge and sign the information provided on page 2 of 2. Pagel of 2 / MASON COUNTY Mason County Permit Center Use: 1' COMMUNITY SERVICES ADv ao ao - oo i �, % Building,Planning,Environmental Health,Community Health 615 W.Alder St.—Bldg.8,Shelton,Wa 98584 Date Rcvd -2 - 2.02.0 Phone:(360)427-9670 ext.352♦Fax:(360)427-7798 Fee: $130.00 Request for Administrative Variance for Reduction in the Required Setbacks For administrative review, the minimum variance on a setback request is 5 feet from the side yard lot lines and 10 feet for front and rear lot lines or any access easement. Request for further reduction requires a standard variance. Setbacks are measured from the furthest projection of the structure, including roof eaves and gutters. Applicant/Owners: LL Mailing Address: lng.4 T Citrp ,QJ1 State: Zip: a 92 Telephone JCc�v ICE m,eS — �53 - 514- -7-7 2q Email: d T w-1 If this reduction is tied to a building permit, please give permit case number. BLD 2.620 - 60159 Parcel Number(s): AD%OU Jr0 UOO 1 a, Zoning T-)T-1"5 Site Address: Requested setback variance: ID ft. ❑ Front ❑ Rear Side n,oe4i�-_ ft ❑ Front ❑ Rear ❑ Side ft. ❑ Front ❑ Rear ❑ Side ft ❑ Front ❑ Rear ❑ Side Front Setbacks-From access easements and road right of ways. Minimum 10 feet. Rear Setbacks-From the rear property line. Minimum 10 feet. Side Setbacks-From the side property line. Minimum 5 feet except for certain shoreline designations. An illustrated site plan is required. Your site plan must show the following: north arrow, abutting street or easements, and set backs to all property lines and existing buildings, slopes, surface water, wetlands, critical areas, septic, well and driveway. Show all proposed new development. FRONT AND OR REAR YARD REDUCTION REQUESTS: For existing lots of record as of March 5, 2002; You must meet one of the following: 1) One of the following exists on the lot(check all that apply): ❑ a) steep slopes, wetlands, or streams present; ! ❑ b) soils that restrict building or septic development; ❑ c) lot width at the front yard line of no more than 50 feet; ❑ d) lot size of no more than one-fourth acre, (;; existing improvements of buildings, septic systems, and well areas. REDUCTION RE UESTS: Is lots of record as of March 5, 2002; You must meet one of the following: 2) One of the following exists on the lot(check all that apply): ❑ a) steep slopes, wetlands, or streams present; ❑ b) soils that restrict building or septic development; ❑ c) lot width at the front yard line of no more than 50 feet; ❑ d) lot size of no more than one-half acre; e) existing improvements of buildings, septic systems, and well areas. Explain how these circumstances preclude a reasonable development proposal from meeting the setback standard for Rural Residential 2.5, 5, 10,or 20 zones. i Owner/Agent (please indicate) Signature Date Official Use On y Approved by: Date �� l Denied by: Date Reason for denial: OWNER'S INITIALS: OWNER'S INITIALS: 1[ER BUILDER'S INITIALS: OWNER NAME: MATT AND CARRIE YOUNG n nnn PIi ADDRESS: 18861 E. STATE ROUTE 106 DATE: IR PARCELL 122065000012 2 7 4.3 5' P.L. BUILDING SETBACK.30' RE-(;El � V LOT AREA: 37461 sq ft .86 ACRES 44' BASEMENT FLOOR AREA: 1320 SQ FT 0. BUILDING SIGHT LINE SETBACK JW JUL 0 2020 MAIN FLOOR AREA: 1375 SQ FT GARAGE AREA: 500 SQ FT / 2' .pader S llael DECK AREA: 656 SQ FT / 6\� 20' WIDE ACCESS EASEMENT BUILDING HT: 26' BUILDER: FAMILY CLASSIC HOMES ` L� / \ 18' 60 NE LAKE DR. TAHUYA. WA w 12 /15 BSBL 20' m� SCALE: 1 20 � / ' � 25' U 22 Q PLANNING: 14 ° Z o ALL SETBACKS ARE MEASUREDH OD CANAL 2 U FROM THE FURTHEST /// C K 5' �``�� U e' POSED .PROJECTION OF THE BUILDING PRO GARAGE wQ Q RESIDENCE 25 �� N� 3 ar. :.. PLA .y. - < LLi 25' (o 0 Q 00 °' 140' 256.1 ' ' <.y` PROJECT NAME YOUNG RESIDENCE ! 12 4' DRAWING TMX S PLANITE ::,�+• IssvED 10/10/14 GRAVEL DRIVEWAY v ) JOB N0. 14-1010 J DRAWN BY KLO REVISIONS REVISION OCT.-10--'14 SHEET NO. G S � P � OWNER'S INITIALS: OWNER'S INITIALS: PLANNING t# BUILDER'S INITIALS: OWNER'NAME: MATT AND CARRIE YOUNG ADDRESS: 18861 E. STATE ROUTE 106 DATE: PARCELL 122065000012 2 7 4.3 5' P.L. BUILDING SETBACK 30' LOT AREA: 37461 sq ft .86 ACRES 44' BASEMENT FLOOR AREA: 1320 SQ FT 0• BUILDING SIGHT LINE SETBACK jl1 L L 9 2020 MAIN FLOOR AREA: 1375 SQ FT / GARAGE AREA: 500 SQ FT / 2' _ L`'>�5 pade, Str00t DECK AREA: 656 SQ FT / id/ / A � 20' WIDE ACCESS EASEMENT BUILDING HT: 26' 6\ W' I ' +C BUILDER: FAMILY CLASSIC HOMES / � � `O 60 NE LAKE DR. 18 SCALE: TAHUYA.1 20 WA f W ms/ 25' \12' 15 B S B L 20' 0 (o PLANNING. Z O 14., /i ALL SETBACKS ARE MEASUREDH OD CANAL 20 U 'r FROM THE FURTHEST _ CK 5' W PROJECTION OF THE BUILDING e' / PROPOSED GARAGE RESIDENCE / r^ 25 / , z V) PLA :. Lj 00 00 AP R V z r- / C INTY DCD PLANNI BE ON SIT 0. E PL ECR�U ILA© 0 APPROVAL' ate y 256.1 ' P.L. 15' B B L PROJECT NA1t8 P N I N YOUNG A E BA KS ARE M SURED RESIDENCE �1242 © E U .EST DRAl1lNG TITLE ECTION OFT BUILDING SITE PLAN ISSUED 10/10/14 GRAVEL DRIVEWAY JOB NO. 14-1010 t., J w DEA11N BY KLO R REVISIONS REVISION OCT.-10—'14 SHEET N0. G S � p � OYL- l -,2