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Home My WebLink AboutBLD2025-00072 SFR, ADV - BLD Application - 1/21/2025 Permit No: �L�?6Z�j —00012 MASON COUNTY COMMUNITY DEVELOPMENT RECEIVED Permit Assistance Center,Building,Planning BUILDING PERMIT APPLICATION JAN [ 1 2025 PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Pete Field and Clair Toynbee NAME:Fox Head Construction W.AJde'Street MAILING ADDRESS:9811 Glaris Dr.NE MAILING ADDRESS:1091 SE Craig Rd CITY:Olympia STATE:WA ZIP:98516 CITY:Shelton STATE:WA ZIP:98584 PHONE#1:360-359-5017 PHONE: -870-1287 CELL: PHONE#2: EMAIL:Travis@foxheadconstruction.com EMAIL,:ptfield@icloud.com L&I REG#FOXHEHC943KE EXP,05/21 /26 PRIMARY CONTACT: OWNER CONTRACTOR❑ OTHER❑ NAME sammatme EMAIL MAILING ADDRESS CITY STATE ZIP PHONE CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number)22134-50-00019 ZONING RR-5 LEGAL DESCRIPTION(Abbreviated)°""`"—"'"""""—'""°•'""m` FIRE DISTRICT5 SITE ADDRESS 101 E Community Club Rd CITyShelton DIRECTIONS TO SITE ADDRESS North on HWY 3,East on E Pickering Rd,East on E Community Club Rd,End at 101 E Community Club IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%.: YES❑ NO❑ SNOW LOAD:25 psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER[a LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ n TYPE OF WORK: NEW E] ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ r USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Ex.)Single Family Residence j IS USE: PRIMARY E] SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS2.5 HEATED STRUCTURE? YES(Whole Bldg)❑� YES(Part[s1 ofetdg)❑ NO❑ DESCRIBE WORK New construction of a 2 bedroom single family residence. SQUARE FOOTAGE:(proposed) 1ST FLOOR1430 sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENTI509 sq.ft. DECK98 sq.ft. COVERED DECK329 sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. Attached❑ Detached❑ 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: SEWAGE/SEWER SOURCE: SEPTIC El SEWER❑ / NEW 0 EXISTING❑ PLUMBING IN STRUCTURE? YES Q NO❑ [fyes,attach completed Water Adequacy Form PERIMETER TOUNDATION DRAINS PROPOSED? YES❑+ NO[] EXISTING SQ.FT.1509 EXISTING BEDROOMS 0 PROPOSED BEDROOMS 2 TOTAL BEDROOMS 2 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 permitlapplication 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 PF$ LICATI OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON (/ COUNTY CODE 14.08.42) Xv C>t a2 ignature of OW st be signed by the OWNER) Datel DEPARTMENTAL REVI W APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH Permit No:$L.020ZC5 —006-7 Z MASON COUNTY COMMUNITY DEVELO D Permit Assistance Center, Building, Planning JAN 11 2025 PLUMBING & MECHANICAL PERMIT APPW&T r Stree$ OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Pete Field and Claire Toynbee NAME:Fox Head Construction MAILING ADDRESS:101 E Community Club Rd MAILING ADDRESS:1o91 SE Craig Rd CITY:Shelton STATE:wA ZIP:985M CITY:Shelton STATE:wA ZIP:98584 1"PHONE:360-359-son PHONE:360-870-1287 CELL: 2nd PHONE: EMAIL :travis@foxheadconswcbon.com EMAIL:Plheld@icloud.com L&I REG#FOXHEHC943KE EXP. o5 21 26 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number):22134-50-00019 Zoning.RR-5 LEGAL DESCRIPTION(Abbreviated):PICKERING PASSAGE wrRFR TRACTS(UNRECORDED)TR 8-B&TAX 1223-C SITE ADDRESS:101 E Community club Rd,Shelton WA 98W4 CITY:Shelton DIRECTIONS TO SITE ADDRESS: North on HWY 3, East on E Pickering Rd, East on E Community Club Rd, End at 101 E Community Club Rd TYPE OF JOB: NEW=ADD=ALT=REPAER=OTHER=USE OF BUILDING Single Family Residence LOCATION OF FIXTURES/UNITS—I sT FLOOR 2ND FLOOR=BASEMENT Q GARAGED OTHERO PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric[-71LPCC=1Natura1 Gas[�Ductless� Toilets 3 Type of Unit No.of Units Fees Bathroom Sink 4 Furnace Bath Tubs 1 Heat Pump 1 Showers 1 Spot Vent Fan 4 Water Heater 1 Propane Tank 1 Clothes Washer 1 Gas Outlets 2 Kitchen Sinks 1 Wood/Gas/Pellet Stove' Dishwasher 1 Kitchen Exhaust Hood 1 Hose bibs 2 Dryer Vent 1 Other 1-utility sink Solar Panel - Other 1-HRV 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 WIL IDA THE PLICATIO ` x C� t A-I / a? 5 ignature of Own r 'Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL Rev 1/27/2016 JBN PROJECT DETAILS: I SETBACKS: NEW CONSTRUCTION OF A SINGLE FAMILY RESIDENCE FRON-=25 I SIDE=7CO%OFLC'WIDTH) PLN Approved 1 PARCEL NO.: REAR=COMMON_INE(SEE CASE#SPI2002-00069) 2734-50-000.9 02/20/2025 IMPERVIOUS CALCULATIONS: Mason County Community Development SITE ADDRESS: 2.371 S.F.PROPOSED RE51DFNGE(ROOF AREA) Gavin Scouten 1011 E COMMUNI'1Y CLUB RD 630 S.F.PROPOSED PARKING APRON AND WALKWAY All Changes Subject to Approval Z SHELTON,WA 98584 160 S.F.PROPOSED REAR LOWER PATIO Disclaimer 8 S.F.PROPOSED LANDING Mason County does not require surveys for OWNER 7er7J F PROPOSED RA\�i D t��iiAY building.As a result,site plans may not reflect � PETE FIELD AND CLARE TOYNBEE 5,579 S.F.TOTAL accurate data.It is the applicant's responsibility L1J 9811 GLACIS OR NE to comply with setback requirements. 0 _ OL"t-:.[A WA 98510 5,579 S.F.TOTAL IMPERVIOUS SURFACES tY 25,264.60 S.F.LOT 5TE(0.58 ACRES) RR5 STANDARD SETBACKS' LU PER"l-nNG JURISDICTION: 22%TOTAL IMPERVIOUS SURFACES RATIO UJ ' MASON COUNTY Front:25' Z RURAL RESIDENTIAL(RR-5) STORM WATER DRAINAGE PLAN: Sides:5'(ADV2025-00002) J GUTTER DOWNSPOUT TO TIGHT LINE TO DAYLIGHT Rear: 20' MAX BUILDING HEIGF =36 'unless otherwise stated on the site plan s_3_e ��e -►9 EROSION CONTROL PLAN: *all setbacks measured from the farthest SILT FENCE projection of the building Q viawTY nAP *subject to EH setbacks (No sC4LE) New owwv 1569NE, 27sas0000s _ I RE517EYCE I EXIS?bJ . 'S"59 -- -RED OR� \ SIDE s I f Q / ass - f�77�. PROPOSED W 273344000u L x / C� r. .NONCE J I 1 p 8 7 f Z Z ��i� PaPeRv NE gals - '24asg - x °� W 3 \ DawNGRAOE SETBAI q t9 1 7 SYSa B -an 2733-000020 � \ i TOP OF a,NK \ / Tan ui33oa000rno � / � U 1-1 \ — — — — /�COHOK_ONE' _ce Top OF SANK 2 T 5-H4.OK A Q —i.EGEND. A W W EH APPROVED I ;-� °E�°„a,� W_ I 3-E+a5nN0 WATER WE N 4-E)aSm%r1 POWER D.Mderson 02127/2025 s-PROPOSEDDW SWAY TO SEUTWMDASCONSTtic*1CNVENrR—CE g-PROPOSED sEPnC 5YSTEM 7-PROPOSED RESER Z AREA I b-PROPOSED t{L\vEL W,�W4Y I EH SETBACKS 9-rl.AYWmi TEMPORARY,REIA.STNR SYSTE' O-E$9571NG APPRO%,TV X 4V DEPRESSiON n-PRO ovv5RED WOOD Deck(% I SITE PLAN r A)Drainfield/Reserve requires 10'setback from footing/foundations 2-PROPOSEDLOWERPATq B)Septic tank eb on grade,not required to meet seis)requires 5'setback from all footing/foundations I W-PROPOSED DETACHED GARAGE(SEPARATE PERMIT) C)No foundation/perimeter drains within 30'down-gradient of drainfield 15-PROPOSED PARKNG APRON AND WAUCWAY PROPOSED n NOT AN APPROVED SEPTIC DESIGN reserve area -,A C # k n D)No cut(s),bank(s)(greater than 5'&over 45 degrees)within 50' I a-oc R 011P RS DN I Use approved tic deli for septic system installation down-gradient of drainfield/reserve area t _ _ pp y BLD MASON COUNTY 4k COMMUNITY DEVELOPMENT 2-�- 000�2- JAN 21 2025 Permit Assistance Center,Building,Planning RCVD BY • 615 W.Alder ANIVA S . APPLICANT INFORMATION(please print clearly) Name of Applicant: Pete Field and Claire Toynbee Parcel Number 22134-50-00019 Site address: 101 E Community Club Rd, Shelton WA 98584 This checklist must be completed and signed by the owner or owner's authorized agents at time of submittal. Incomplete applications will NOT be accepted. For a complete application,all items on this checklist shall be submitted, unless waived by Staff. PERMIT APPLICATION RECEIVED Provide a completed and signed(by owner or authorized representative)application and applicable fees are due at submittal. Provide a completed plumbing and Mechanical Application SITE PLAN VERIFIED Provide one(1)copy of proposed site plan.Drawn to scale of either. 1"= 10' or 1"=20' depending on lot size. North Arrow,location and dimensions of all property lines and easements. ✓ Vicinity map showing location and names of all roads and easements. (public and rivate ✓ Show distances to all structures,septic tanks,drain fields,property lines,top of slopes or cuts and easements. 121 Zoning(indicate): Rural Residential:02.5 0 5 0 10 0 20 Other: - Urban Growth Area: Zone: - Front yard:228 Direction: West Side yard: 7' Direction: North Rear yard: 50 Direction: East(OHWM) Side yard: 7' Direction: South All access points,width of access. easements and driveways). ✓ Contour lines in twenty 20 foot increments.See Parcel Map Viewer on website ✓ Building height shown on elevations at all four corners of structure. ✓ Flood lain boundaries and setback distances.See Plans for additional requirements. Wetland or surface water(if any)and any applicable buffers. If yes,a wetland report may need to be ❑ submitted. Is the site near a Shoreline stream,creek,lake, saltwater if yes,please indicate? ✓ Name of shoreline: Pickering Passage Shoreline designation: Residential Stream type F, S,Ns,N :- Is the proposed site within 300 feet of a slope 15%or greater?If yes,a geological report or assessment may be required. Existing/proposed on-site septic s stem and reserve areas,providing setback to structures. ✓ Existing/proposed wells show 100 ft well radius,with distances to structures). ✓ Existing and proposed stormwater controls(downspouts,dry wells,etc. ✓ Exterior storage tanks(propane)and HVAC equipment. a CONSTRUCTION PLANS LOCATED Provide three(1)copy of plans(1 full size min. 18"x 24"and 1 small size)and one(1)copy of all specifications and engineering.Plans must be drawn to scale of/4"= 1'.All notations and drawings must be clear and legible.All Engineering callouts must be on plans. Engineered plans must provide calculations/analysis. Analysis must include the following information: • Adopted International Code • Snow load(by location) • Seismic zone(D-2) • Exposure(by location and topography) • Windspeed 85 MPH basic and 110 ultimate w/3 secondgust) If project is in a flood hazard area,the submittal must include an Elevation Certificate,flood venting compliance and an elevation detail indicating the location of finished floor relative to the Base Flood Elevation or Design Flood Elevation as designated by surveyor or engineer. FOUNDATION PLAN Plan view of foundation/footings/pads Type,size and location of footing(stepped foundation provide detail) Elevation view of foundation steps,with final grade Cross-sections of footing and foundation(including height of wall). Floor'oist andspacing each floor). Location of flood venting, size and method of compliance for venting. when in a flood zone Type and locations of hold-downs and anchors. Crawl access location and size. Insulation value for foundation(if slab or basement). See Energy Credits for additional requirements, credits must be indicated on the plans. If the project is in floodplain provide flood venting compliance including vent locations,vent type, elevation detail for venting location interior and exterior of the crawls ace. FLOOR PLAN Square footage of each floor CVR Use of each room A-1/A-2 Attic access size and location S-3 Dimensions of building and rooms. S-1/S-2 Location and type of furnaces,water heaters,smoke detectors,and carbon monoxide detectors. Include M-1/M-2 location of bollard for appliances located in garage. Heat Detector in garage(required in all garages attached,must be hardwired to smoke&carbon) N/A Plumbing fixture locations M-1/M-2 Location of doors,windows include size,egress,tempered and skylights) S-1/S-2 Insulation value in floor. See Energy Credits for additional requirements,must be indicated on the plaiis. CVR Location of ventilation fans and CFM for each. M-1/M-2 Location of whole house fan and CFM continuous or intermittent M-1/M-2 Location,side and type of brace wall or shear-wall panels. If structure is engineered,must supply two copies of required analysis calculations Dimensions and framing details of decks(including joists,beams,posts, ledgers.Plan MUST include size, grade,spacing,length andspecies or type of material ELEVATIONS AND WALL DETAILS Typical and rated walls(garage separation) D-2 Listing of fire-resistive wall designs(duplex or townhouse N/A Building elevations-all 4 sides Show distance from grade at each corner. If project is in floodplain must provide Elevation detail indicating the location of finished floor relative to A-4/A-5 the Base Flood Elevation or Design Flood Elevation as designated by surveyor or engineer. Exterior wall details when distance between overhangs is less than 5 feet to property line or other N/A structures. Insulation value for walls. See Energy Credits for additional requirements,must be indicated on the plans. CVR/D-2 ROOF PLAN Layout of roofs stem S-3 Label type of roofs stem,rafters,engineered trusses&spacing Headers noted at each location or typical header noted. Roof pitch and covering materials A-4/A-5 Sheathing types,dimensions and fastening Attic venting e,location and amount A-4/A-5 Insulation value for roof(R38 vault and R49 ceiling) See Energy Credits for addition requirements,must CVR/D-1 be indicated on the plans. ENERGY CODE REQUIREMENTS RECIEVD Completed Washington State Energy Code form ✓ Plans must indicate fuel source for furnaces,water heaters and other appliances. ✓ Manufactures Specifications for each unit or component for HVAC&plumbing Compliance to the Washington State Energy Code and required Credits. Construction drawings/plans PAGE # MUST include all credit information on the plan details such as insulation,ventilation,furnaces, CVR windows etc.Plans must also include the number of credits and which credits are chosen. I verify all required documents,plans,and specifications associated with this application have been submitted and are accurate. <—� Signature of owner or aAhKiized Agient Print Name Date MASON COUNTY COMMUNITY SERVICES Build'ng Planning Envirmmmtd Health.Cammuniry Health Name IF_un Permit#: 91-0202-i- 00012 CALCULATIONFEE • ' Determination under Occupancy Type Square Footage Valuation Amount Total Valuation (VB) (sq. ft. x valuation) Residence/Addition/Basement 2.413q , 0C) $167.37 $ Q01 1 , 0100 •-13 Garage/Storage $66.48 $ Unfinished Basement $31.50 $ Deck $17.00 $ Carport/Covered Deck 3 2 01 .00 $24.00 $ -� of OO Other $ TOTAL VALUATION $ Estimated Plan Review Fee: $ 2 3 d$ • 12 Planning Dept. Review Fee [$275, $450, $100]: $ 2-7 G e 00 Environmental Health Review Fee: $ 1 4 O •00 Fire Access & Grade Review Fee ($s . ADD - Address Application Fee GEO - Geo-technical Review Fee ($300.00]: $ ADV 2025- 00002 Review Fee[$130.00] $ 1 30 . 00 WAT 20 25 ' b001 O - WAT Fee: Iq 0 00 Other: 9 N Eft 4 CODE TOTAL DUE WHEN PERMIT IS SUBMITTED: $ 3 1-7 0 e (p-7 The estimated plan review fee is based upon information provided at the time of application and is subject to change. Planning Department fee is a flat fee which is due when permit is submitted. Building permit fee, mechanical fees, and plumbing permit fees will be calculated during plan review. The balance of all other fees will be collected when permit is issued. ESTIMATED BUILDING PERMIT FEES Building Permit Fee (ICC, Table 1 — Building Valuation Data) $ 3550 , 9(o Estimated Mechanical Fees (U.M.C., Table 1-A). $ Estimated Plumbing Fees (U.P.C. ,Table 1-1) $ State Fee: $25 $6.50 $ .C5 Q Technology Surcharge: J 20 Other: Estimated Building Permit Fees WHEN PERMIT IS READY for pickup: $ ("all fees subject to change w/o notice) GRAND TOTAL $ ,q OI c6 1`?S 414 Stephen Scott Reviewed for Code Compliance Mason County Building Approved for Issuance Department Changes Mason County Permit Document Submit changes for approval BLD2025-00072 prior to performing work MASON COUNTY COMMUNITY DEVELOPMENT Permit Assistance Center, Building,Planning These requirements apply to all IRC building types,including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Contact Information Project Information Owners Name: Site Address: Pete Field and Claire Toynbee 101 E Community Club Rd, Shelton WA 98584 Mailing Address: 9811 Glacis Dr NE Olympia WA 98516 Parcel Number: 22134-50-00019 — ------ SquareFeet(total): 2939 Ventilations Compliance: OWhole House Ventilation system ED Whole House Ventilation using exhaust fans&window or wall Integrated with a Forced Air fresh air vents(M1507.3.4) System(M1507.3.5) Other,describe: ---- Instructions:This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings:Table R402.1- Insulation and Fenestration Requirements by Component,Table R406.2-Fuel Normalization Credits and 406.3- Energy Credits. All Climate Zones(Table R402.1.1) R-Value a U-Factors Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC b,1 n/a n/a Ceiling° 49 0.026 Wood Frame Wall oh 21 int 0.056 Floor 30 0.029 Below Grade Wall ,h 10/15/21 int+TB 0.042 Slab d.t R-Value&Depth 10, 2 ft n/a R-values are minimums.U-factors and SHGC are maximums.When insulation is installed in a cavity that is less a than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. "10/15/21+5TB" means R-10 continuous insulation on the exterior of the wall,or R-15 continuous insulation on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall."10/15/21+5TB"shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall."5TB" means R-5 thermal break between floor slab and basement wall. _ d R-10 continuous insulation is required under heated slab on grade floors.See Section R402.2.9.1. Prescriptive Path—Single Family 2018 Washington State Energy Code-R Int.(intermediate framing)denotes framing and insulation as described in Section A103.2.2 including standard framing 16 inches on h center,78%of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. i The first value is cavity insulation,the second value is continuous insulation.Therefore,as an example,"R13+10"means R-13 cavity insulation plus R-10 continuous insulation. ! A maximum U-factor of 0.32 shall apply to vertical fenestration products installed in buildings located above 4000 feet in elevation above sea level,or in windborne debris regions where protection of openings is required under Section R301.2.1.2 of the International Residential Code. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (Energy Equalization credits) and Table 406.3 (energy credits)to achieve the following minimum number of credits.To claim this credit,the building permit drawings shall specify the option selected and the maximum tested building air leakage and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 5 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit:8 credits All dwelling units that are not included in#1 or#3 3. Large Dwelling Unit:9 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 2 credits All other additions shall meet 1-3 above. Summary of Table R406.2 T System I Credits Energy Equalization Credits Select-ONE System Type Type Single Family_ 1 For combustion heating equipment meeting i 0.0 ❑ minimum federal efficiency standards for the equipment listed in Table C403.3.2(5)or C403.3.2(6) 2 For an initial heating system using a heat pump I that meets federal standards for the equipment i listed in Table C403.3.2(2)and supplemental 1.5 ❑ 'heating provided by electric resistance or a combustion furnace meeting minimum standards listed in Table C403.3.2(5)b 3 1 For heating system based on electric resistance only (either forced air or Zonal) 0.5El 41 For heating system using a heat pump that meets ;federal standards for the equipment listed in Table C403.3.2(2)or C403.3.2(9)or Air to water heat pump: 3.0 units that are configured to provide both heating and cooling and are rated in accordance with AHRI 550/590 I 5 For heating system based on electric resistance with 1. Inverter-driven ductless mini-split heat pump 2.0 'system installed in the largest zone in the dwelling,or. 2.With 2kW or less total installed heating capacity j per dwelling _ b.The gas back-up furnace will operate as fan-only when the heat pump is operating.The heat pump shall operate at all temperatures above 38°F (3.3"C)(or lower).Below that"changeover"temperature,the heat pump would not operate to provide space heating.The gas furnace provides heating I below 38'F (3.3`C)(or lower). c.Additional points for the HVAC system are included in Table R406.3. Prescriptive Path—Single Family 2021 Washington State Energy Code-R Energy Options ' Energy Credit Option Descriptions Please indicate ( Details P chosen credit 1.1 Efficient Building Envelope 0.5 1.2 Efficient Building Envelope 1.0 1.3 _ Efficient Building Envelope 1.5 1.4 Efficient Building Envelope 2.5 2.1 'Air Leakage Control and Efficient Ventilation 1.0 2.2 Air Leakage Control and Efficient Ventilation 1.5 2.3 _:Air Leakage Control and Efficient Ventilation 2.0 3.1a High Efficiency HVAC 1.0 3.2a High Efficiency HVAC_ _ 0.5 3.31•`•d High Efficiency HVAC 0.5 3.41,1 'High Efficiency HVAC 1.5 3.5 d High Efficient HVAC _1.5 3.6a High Efficiency HVAC 1.0 3 7a,d Hi h Efficiency HVAC _ 2.0 3.8a,d High Efficiency HVAC _ j _ 1.0 3.9 High Efficiency HVAC 1.5 - 3.10f High Efficien HVAC 2.5 3.11` I HighEfficiency HVAC_ _ 0.5 4.1 High Efficiency HVAC Distribution System 0.5 5.1d Efficient Water Heating 0.5 5.2 Efficient Water Heating I 0.5 5.3 Efficient Water Heating ( 0.5 I 5.4 Efficient Water Heating _ 1.0 5.5 Efficient Water Heating 1.5 5.6 Efficient Water Heating 2.0 I 5.7 Efficient Water Heating 2.5 58 Efficient Water Heating I 2.5 6.1 Renewable Electric Energy(3 credits max) 1.0 7.1 Appliance Package 0.5 I Total Credits i a. An alternative heating source sized at a maximum of 0.5 Watts/ft2(equivalent)of heated floor area or 500 Watts, whichever is bigger,may be installed in the dwelling unit. b. See Section R401.1 and residential building in Section R202 for Group R-2 scope. C. Option 3.11 can only be taken with Options 3.1 and 3.3.To qualify to claim Option 3.11 with 3.3,the system shall be a 1-2 speed heat pump system.Variable capacity heat pumps are ineligible from claiming this option. d. This option may only be claimed if serving System Type 4 or 5 from Table R406.2. e. Primary living areas include living,dining,kitchen,family rooms,and similar areas. f. Option 3.10 may one be taken with Efficient Water Heating Option 5.1 or 5.2.Equipment sizing for space heating shall be calculated as provided in Section R403.7 with increased capacity to provide a minimum of 75 percent of peak hot water demand or shall be sized in accordance with approved manufacturer's specifications or guidance. Supplementary heat for water heating shall be in accordance with Section R403.5.7 Prescriptive Path-Single Family 2021 Washington State Energy Code-R WSU Code Compliance Calculator,WSEC 2021 Project Information Messages i Comments" REStlIT-PASS Field Residence-Medium Dwelling Unit 101 E Community Club Rd Note: Review required for custom entries:-Doors Shelton,WA 98584 UA Reduction=31.36,Proposed UA is better than baseline by 6.1 Contact Information Adam Laneer Design Window area is 14%of floor area 1950 Black Lake Blvd SW Olympia,WA 98512 Whole House Mechanical Ventilation Airflow Rate:68.75 CFM with Run Time Percent of 100%,Balanced,Not Distributed approval.Analysis should be reviewed by your AHJ. ANALYSIS SET UP What code compliance pathway are you using? Total UA Alternative,Whole Building Trade Off Analvsls Project Building Type? New Construction Occupancy Type? R3 Single family dwellings and townhouses Code Version? WSEC 2021 Classification: Medium Dwelling Unit-2939 sq.ft. Baseline Description: Code Baseline-Maximum baseline window area is 15%of floor area. About Your Selection: No exempt window or door areas RESULTS-Comparison of Baseline and Proposed Design Component Performance R occupancies Baseline Proposed Design U` Area UA U Area UA Doors U= 0,300 307 92.0 0.317 307 97.1 Overhead Glazing U= 0,500 0 0.0 0 0.0 Vertical Glazing U= 0,300 409 122.8 0.236 409 96.5 Flat/Vaulted Ceilings U= 0,024 1,430 34.3 0,017 1,430 24.3 Wall(above grade) U= 0.056 2,365 132.4 0,054 2.365 127.7 Floors over Crawlspace U= 0,029 0 0.0 0 0.0 Slab on Grade F= 0.540 86 46.4 0.550 86 47.3 Below Grade Wall U= 0.035 1,143 40.0 0.034 11143 38.9 Below Grade Slab F= 0,500 86 43.0 0.556 86 47.8 Values from Table R402.1.2(Oct 2023) Baseline UA Total 511.0 Proposed UA Total 479.E Required Credits 8,0 Proposed Credits 8.0 from Tables 406.2 and 406.3 UA Percent Reduction 6 UA Reduction 31.4 Re subs 3.. ...,s ar_complete and correct Results de not constitute an approval Analysis should be revewed by your AHJ Table R406.2 Energy Equalization Credits Fuel Normalization Total Credits System No. Full Description Select System Type Credits 406.2 Energy Credits 406.3 (406.2&406.3) For heating system using a heat pump that meets federal standards for the equipment listed in Table C403.3.2(2)or Table C403.3.2(9)OR Air to Water heat pump units that Variable Refrigerant Heat Pump or Air-to- 4 are configured to provide both heating and cooling and are rated in accordance with Water Heat Pump 3.0 5.0 8.0 AHRI 5501590 Table R406.3 Energy Credits Option No. Category Select Options Energy Credits Brief Description of Selected Options* 1 Efficient Building Envelope Not Selected 0.0 Per Section R402.4.1.2/2.0 ACH50/For R-2,0.25 cfm per ft2 at 50 Pa. 2 Air Leakage Control and Efficient Ventilation Option 2.1 1.0 / HRV with min SHR eff of 0.65 per IRC Section Ml505.3 or IMC Section 403.8 Ductless Split System with no electric resistance in primary living areas. 3.1-3.10 High Efficiency HVAC Option 3.7 2.0 HSPF2,of 9(HSPF of 10),except HSPF2 of 8.1(HSPF of 9)if heating load is 24000 BTUs or less. 3.11 High Efficiency HVAC:Smart Thermostat Not Selected 0.0 - 4 High Efficiency HVAC Distribution System Not Selected NA -Not applicable to ductless system selected in Option 3 5.1 Efficient Water Heating:Drain Heat Recovery Not Selected 0.0 - Field WSU C32021 20241009-Master.xlsm 1'9/2025 WSU Code Compliance Calculator,WSEC 2021 5.2 Efficient Water Heating:Compact Hot Water Distribution Not Selected 0.0 5.3.5.8 Efficient Water Heating Option 5.6 2.0 Electric heat pump water heater meeting NEEA Tier 3. 6 Renewable Electric Energy I kWh Not Selected 0.0 7 Appliance Package Not Selected 0.0 - Energy Credits 5.0 'Refer to WSEC 2015 Table R406.2 for complete option descriptions and requirements Field WSU C32021 20241009—Master.xlsm 1/9/2025 2 WSU Code Compliance Calculator,WSEC 2021 THERMAL ENVELOPE DETAILS-Proposed Design li Conditioned Floor Area,Proposed Design 2939 sq.ft Classification Medium Dwelling Unit Notes j Exterior Doors Plan Component Door Width Height ID Description Ref. U Qt. Feet '"`" Feet """ Area UA 3680 Fiberglass Door Custom 0.33 1 3 e 8 28 9.2 RefertOWSEf.R404.1 2080FX Fiberglass Door Custom 0.33 3 2 0 8 0 48 15.8 Refer WWSECR:402A 3068 Fiberglass Door Custom 0.33 1 3 0 6 8 20 6.6 Referto WsEc R402:1 6080 Fiberglass Door Custom 0.33 1 6 0 8 ° 48 15.8 RefertoWSECR4026 .. . . .... . .... ... 608OSGD,Sliding Door Custom 0.29 1 6 0 8 0 48 13.9 Refer to WSEC R402.1 . ... ... . ..... . 8061OSG SlidingDoor Custom 0.29 1 8 0 6 10 55 15.9 Refer toWS.WRA02:1 6068 Fiberglass Door Custom 0.33 1 6 ° 6 8 40 13.2 Refer.to W$EC R402,1 3068 Fiberglass Door Custom 0.33 1 3 0 6 8 20 6.6 Referto WSEC R402.1 0 0.0 0 0.0 Sum of Area and UA 307 97.1 Exterior Doors Area Weighted U 0.317 Overhead Glazin Plan Component Glazing Width Hei ht ID Description Ref, U Qt. Feet "`" Feet pi1i Area UA Sum of Area and UA 0.0 0 Overhead Glazing Area Weighted U Vertical Glazing Schedule Rows to Show 22 Plan Component Glazing Width Hei ht ID Description Ref. U Qt. Feet Feet """ Area UA 1 2056SH U=0.25 2021 1.2;2018 1.4 Table 406.2 0.25 1 2 5 6 11.0 2,75 2 2056FX U=0.22 2021 1.1;2018 1.5 Table 406.2 0.22 1 2 0 5 6 11.0 2.42 3 3018FX U=0.22 2021 1.1;20181.5 Table 406.2 0.22 1 3 0 1 8 5.0 1,10 4 3068MU U=0.25 2021 1.2;2018 1.4 Table 406.2 0.25 2 3 0 6 8 40.0 10.00 5 3026FX U=0.22 2021 1.1;2018 1.5 Table 406.2 0.22 1 3 0 2 8 7.5 1.65 6 2068MU U=0.22 2021 1.1;2018 1.5 Table 406.2 0,22 2 2 0 6 8 26.7 5.87 7 2041FX U=0.22 2021 1.1;20181.5 Table 406.2 0.22 1 2 0 4 8.2 1.80 8 210411E U=0.22 2021 1.1;20181.5 Table 406.2 0.22 1 2 10 4 13.9 3.06 9 2063FX U=0.22 2021 1.1;2018 1.5 Table 406.2 0.22 1 2 0 6 3 12.5 2.75 10 21068MU U=0.22 2021 1.1;2018 1.5 Table 406.2 0.22 2 2 10 6 8 37.8 8.31 11 2668MU U=0.25 2021 1.2;2018 1.4 Table 406.2 0.25 2 2 8 6 a 33.3 8.33 12 2667MU U=0.25 2021 1.2;2018 1.4 Table 406.2 0.25 2 2 0 6 7 32.9 8.23 13 2056SH U=0.25 2021 1.2;20181.4 Table 406.2 0,25 1 2 0 5 8 11.0 2,75 14 4010FX U=0.22 2021 1.1;2018 1.5 Table 406.2 0.22 2 4 0 1 0 8.0 1.76 15 21066FX U=0.22 2021 1.1;2018 1.5 Table 406.2 0.22 2 2 10 6 e 36.8 8.10 16 2062FX U=0.22 2021 1.1;2018 1.5 Table 406.2 0.22 1 2 0 6 z 12.3 2.71 17 3657FX U=0.25 2021 1.2;2018 1.4 Table 406.2 0.25 1 3 a 5 7119.5 4.89 18 2048FX U=0.25 2021 1.2;2018 1.4 Table 406.2 0.25 1 2 0 4 8 9.3 2.33 19 21050SC U=0.25 2021 1.2;2018 1.4 Table 406.21 0,25 2 2 10 5 0 28.3 7.08 20 21050FX U=0.22 2021 1.1;2018 1.5 Table 406.2 0,22 1 2 10 5 0 14.2 3.12 21 3050SC U=0.25 2021 1.2;2018 1.4 Table 406.2 0.25 2 3 ° 5 0 30.0 T50 22 Sum of Area and UA 409.3 96.5 Vertical Glazing Area Weighted U 0.236 Vertical Glazing and Doors Area Weighted U 0.270 FlaWaulted Ceilings Plan Component Attic ID Description Ref. U Area UA R60 blown Attic ADV baffled 2021 1.3.1.4;2018 1.6 10-7 0.017 1,430 24.3 Sum of Area and UA 1.4301 24.3 Field WSU C32021 20241009-Master.xism 9 2925 Walls Above Grade Plan Component Wall ID Description Ref. U Net Area UA R21 cavil +Ro foam INT 2X6W La "Code Baseline) 10-5 0.054 2,365 128 Sum of Area and UA 2,365 128 Field WSU_C32021_20241009—Master.xlsm 1/gt2025 4 WSU Code Compliance Calculator,WSEC 2021 Floor over crawl or exterior Plan Component Floor UA ID Description Ref. U Area 0 Sum of Area and UA 0 0 Slab on Grade tess than 2 feet belowgrade) Plan Component Slab Slab ID Description Ref. F Perim FP R10 Fully insulated Heated Code Baseline 10-2 0,550 86 47 Sum of Perimeter and FP 86 47 Below Grade Walls and Slabs Plan Component Slab Wall Wall Wall Stab Slab Slab ID Descri tion Depth Ref. U Area UA F Perim UA R13 Batt+R5 ci "dc th WSU 0.03 1 143 38.9 0.556 86 48 Sum of Area,Length and UA 1,143, 38.9 861 48 Links to Download Forms,Checklists and Other Resources Link Compliance Certificate Corrchenee Cerifcate lastrcairnrs Insulation Certificate for Residential New Construction Insulation Certificate Duct Testing Affadavits Existing Construction Affidavit,Existing New Construction Affidavit,New Prescriptive Checklist for 2018 WSEC Prescnotive Checklist Alterations(Remodel)Worksheet Worksheet EER SEER2 COP HSPF2 Converter httos://v -adicotengineering.comleer-seer2-cep-hscf2-kmon-converter Ventilation Requirements Conditioned Floor Area 2,939 sq-ft. Number of Bedrooms 2 Run-Time Percent in Each 4-Hour Segment 100'%0 Is the system Balanced? Balanced Verify system meets definition of'Balanced Whole-House Ventilation' Is the system Distributed? Not Distributed Ventilation Code Section IRC,Chapter 15 Whole House Mechanical Ventilation Airflow Rate F 69 CFM HVAC Thermal Distribution System Download RS-33(2018)htto:;/,Nv,%v 2018 Is this a hydronic heating system? iNa Location of Ducts unducted Location of Air Handler unducted For Existing Construction: Are Any of These Exceptions True? Are ducts systems documented to have been previously sealed as confirmed No through field verification and diagnostic testing per RS-33? Is there less than 40 linear feet in unconditioned spaces?(not excepted under No WSEC 2021) _ Are existing duct systems constructed,insulated or sealed with asbestos? No Is the project an Addition less than 750 sf of conditioned floor area^ No Is Duct Testing Required?No Maximum Duct Leakage: Is this a post-contruction test? No Is the air handler installed? No Maximum total measured duct leakage per square foot 0.03 CFM25 per sq.ft. Maximum allowable total measured duct leakage 88 CFM25 Heating System Sizing-Proposed Design Try Out BetterSuiltNW's HVAC Sizing Tool:.httos:%/betterbuiitnw corn'rescwrces�hvac-sizing-}g�I Nearest Weather Station Shelton Indoor Design Temperature 70 F Outdoor Design Temperature 23 F Field WSU C32021 20241009—Master.xlsm 1/9/2025 _� ' WSU Code Compliance Calculator,WSEC 2021 Design Temperature Difference(6T) 47 F Conditioned Floor Area,Proposed Design 2,939 ft2 Conditioned Volume 29,390 ft3 Leave blank to use default of 8 5 ft ceiling height HVAC System Type Heat Pump Location of HVAC Distribution System Unducted Sum of UA 480 Envelope Heat Load 22,543 Btu/Hour Sum of UA X 4T Air Leakage Heat Load 14,918 Btu/Hour ((Volumex 06)X6T)X 018)) Building Design Heat Load 37.461 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 37,461 Btu/Hour For ducts located in unconditioned space:Sum of Building Heat Loss X 1.1 For ducts located in conditioned space or ductless:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 46.827 Btu/Hour Building and Duct Heat Loss X 1,25 for head pumps 13.7 k W Building and Duct Heat Loss X 1.40 for all other systems Field WSU C32021 20241009-Master.xlsm 1/9/2025 6 Name E1'rl —10VO WE� Parcel# Z1.134 BLD# 1'lason County JAN 21 2025 Department of Community Development Small Parcel Stormwater Management Application/Worksheet (W&I,o� ,,_ 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 Surfaces Please Complete This Table Surface Type Length X Width = Area *All dimensions in feet Buildings X = Residence X = 2371 Measurements for buildings are taken at the X _ perimeter of the farthest projections(example: eaves/gutters) X = Driveways X = Drive X = 2400 Length of drive begins at the right of way X = Parkin as X = Parking Areas X = 630 Any paved, gravel or packed area per definition Aproabove table X = Patios/Walks X = Lower Patio X = 160 Any paved, gravel or packed area per definition above table Landing X = 18 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) 5,579 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. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read,acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 Name-Ft EL I)71—ova sec-- Parcel# S' 1,i 1 5-0- CGOI of BLD# l2Fs►D�lcf� 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) X 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/Agent 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,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- desc ' fo review and in e n as may be required. X Owner/Agent/Contractor(circle one)Date: O l/9 t /"2 r Page 2 of 2 Ad MASON COUNTY Mason Coun q^-•, COMMUNITY SERVICES ✓ r ADv - t Building,Planning,Environmental Health,Community Health J AH N Z 1 ry I� i �Q(,5 615 W.Alder St.—Bldg.8,Shelton,Wa 98584 Date Rcvd Phone:(360)427-9670 ext.352♦Fax:(360)427-7798 ee: $ 6%1 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 utters. Applicant/Owners: anza Mailing Address: City: �(_It,M P 1 State: (\ Zip: `) Telephone: Email: � i P� `i CJINA - CQ,4A If this reduction is tied to a building permit, please give permit case number. BLD - Parcel Number(s): j,'Z: tZq, '56 -CYO I Zoning Site Address: C n ,64.,oLA ,x C_L LA R R$\ , SNC L FVti/ W Requested setback variance: S� ft. ❑ Front ❑ Rear Side 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. P FRONT AND OR REAR YARD REDUCTION REOUESTS: 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; ❑ e) existing improvements of buildings, septic systems, and well areas. SIDE YARD REDUCTION REQUESTS: For existing 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; 0,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. NS-C. tx_)r R�5 tic-a-�-r q L th�.r-tE , �t At i TLb' t,oT Owner/Agent(please indicate) SignaEr- Date Official Use Only Approved by: Date Denied by: Date Reason for denial: PROJECT DETAILS: SETBACKS: NEW CON57RUG7ION OF A SINGLE FAMILY RESIDENCE FRONT= 25' SIDE =7 (10916 OF LOT WIDTH) PARCEL NO.: REAR= COMMON LINE (SEE CASE # SPI2002-00069) 22134-50-00019 IMPERVIOUS CALCULATIONS: SITE ADDRESS: 2,371 S.F. PROPOSED RESIDENCE (ROOF AREA) 101 E COMMUNITY CLUB RD 630 S.F. PROPOSED PARKING APRON AND WALKWAY z SHELTON, WA-8584 100 S.F. PROPOSED REAR LOWER PATIO Ur 18 S.F. PROPOSED LANDING — 2400 S.F_ PROPOSED GRAVEL ORNEWAY C� OWNER W PETE FIELD AND CLAIRE TOYNBEE 5,579 S.F. TOTAL -) 9811 GLAGIS DR NE ry OLYMPIA WA 9851(i 5,579 S.F. TOTAL IMPERVIOUS SURFACES 25,204.80 S.F. LOT SIZE(0.58 ACRES) ui u PERMITTING JURISDICTION: 225vo TOTAL IMPERVIOUS SURFACES RATIO LJJ z ' MASON COUNTY Q u v RURAL RESIDENTIAL (RR-5) STORM WATER DRAINAGE PLAN: J GUTTER DOWNSPOUT TO TIGHT LINE TO DAYLIGHT MAX BUILDING HEIGHT=35' EROSION CONTROL PLAN: Q SILT FENCE VICINITY MAP (NO SCALE) NEW DRIVE BEGINS TP#221343000021 ` I NEIGHBORING '.•ar.•,za >`�.>° u a,— �°`e:Pa d:Po _ \ \ I RESIDENCE I I It'I l;`s r 's.a:s �'s;,as sas ryas r�,s sus pras♦r s,r�t EXS G uses:a max i" "yw. 1s 7 Y B t Irr Aar +ar :.ar & . S S ' tl� 13 0 HARED D ,. � ,' _.— _�...�..•- ama .-�.ss^�.'. °;Y�s��s„r4.s.,r�s.sa.' ..3:•- .a:^:u:"za-�•�v. 438.15 �n 1 . px�ni c %41 d p r d: d7 d:n� d::a dJ d d♦ � -- lo '..'- d� rk d.,<� � .'•+ ;`ice d♦4.' - '•&d 1 �` X 11 ' p •a - �. PROPOSED t t' i UI : 1 lO I TP#221334400022 3 — aA. /.. lc, RESIDENCE t 4-111 Q I ,1� 6 —10 14 5;3'; '.;. 12 X I t 1 11 (� rry W L1 11co 1 O sas: 11? lO 2 11 I 18 ' �c,RTY uNc 1 \ DOWNGRADE SETBACK } 7 SYSB REQUIREMENT FOR GHWM V I SEPTIC SYSTEM /tr t IvI I/ \ e \ TP#2213344000020 �/ l / -/TOP OF BANK ) O \ _ TP#221334.4000 O /I i j' U / SETBACK LINE �GEOTEGH MIN.20'SETBACK 1 1 1 I v � / / F L EGEND: / TO TOP OF BANK \ I 1- PROPOSED RESIDENCE - ` 2- EXISTING WELL PUMP HOUSE J 3- EXISTING WATERLINE / IL U 1 5 PROPOSED DRIVEWAY T EM E UTILIZED AS CONSTRUCTION ENTRANCE - PROPOSED 7- PROPOSED RESERVE AREA I 8- PROPOSED GRAVEL WALKWAY I 9- STAIRWAY WITH TEMPORARY/REMOVABLE STAIR SYSTEM 10- EXISTING APPROY,12W X 4'D DEPRESSION 11- PRGPO5=D COVERED WOOD DEGK(S) SITE PLAN 12- PROPOSED LOWER PATIO CID 13- PROPOSED 6 X 5 LANDING SCALE. 1 '40 14- PROPO SED DETACHED GARAGE(SEPARATE PERMIT) I Z 15- PROPOSED PARKING APRON AND WALKWAY 16- PROPOSED SEPTIC TANKS r V` (v I 17- HVAG 18- SILT FENCE PER BMP W of 19- STORM WATER DISPERSION Q Q