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HomeMy WebLinkAboutBLD2025-00299 SFR, Basement, Deck - BLD Application - 3/13/2025 Permit No: 1 MASON COUNTY MAR 13 202~ COMMUNITY DEVELOPMENT Perm Assistance Center,Building,Planning 615 W. Alder Street BUILDING PERMIT APPLICATION PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:TOYNBEE TRUST NAME:FOX HEAD CONSTRUCTION MAILING ADDRESS:4702 LUHR RD NE MAILING ADDRESS:1091 SE CRAIG RD CITY:OLYMPIA STATE:WA ZE?:98s16 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❑i CONTRACTOR❑ OTHER❑ NAME PETE FIELD EMAIL PTFIELDGICLOUD.COM MAILING ADDRESS 9811 GLACIS DR NE CITY OLYMPIA STATE WA ZIP 98516 PHONE CELL 360359-5017 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number)22009-51-00008 ZONING RR5 LEGAL DESCRIPTION(Abbreviated)SCENIC VIEW TRACTS,LOT 8 FIRE DISTRICT 5 SITE ADDRESS 120 E SCENIC VIEW RD CrrySHELTON DIRECTIONS TO SITE ADDRESS NORTH ON HWY 3,EAST ON E PICKERING RD,NORTH ON E SCENIC VIEW RD END AT 120 E SCENIC VIEW RD IS THE PROJECT WITHIN 300 FT OF SLOPES)GREATER THAN 14%: YES❑Q NO❑ SNOW LOAD:2_psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑+ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑� ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence.Garage.Com erciat Bldg,Etc.)SINGLE FAMILY RESIDENCE IS USE: PRIMARY O SEASONAL❑ NUMBER OF BEDROOMS 3 NUMBER OF BATHROOMS 3 HEATED STRUCTURE? YES(noteBidg)EI YES(Partfs)ofB/dg)❑ NO❑ DESCRIBE WORKNEW CONSTRUCTION OF A 2 STORY 3 BEDROOM RESIDENCE WITH A DAYLIGHT BASEMENT AND DECK SQUARE FOOTAGE:(proposed) 1ST FLOOR1191 sq.ft. 2ND FLOOR630 sq.ft. 3RD FLOOR sq.ft. &ASEMENT174 sq.ft. DECK761 sq.ft. COVERED DECK248 sq.ft. 9TORAGE758 sq.ft. OTHER sq.ft. GARAGE332 sq.ft. Attached❑Q 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 I] SEWER❑ / NEW 0 EXISTING❑ PLUMBING IN STRUCTURE? YES[] NO❑ Ifyes.attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES I] NO[] EXISTING SQ.FT. EXISTING BEDROOMS 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 permitlapplication 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 ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PER PL TI OF 180 DAYS ORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X - t A Signature of OWNER signed b the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH Pert iR)LD 20 S — 00LotC, ECE1VFMASON COUNTY COMMUNITY DEVELOPMI -P zc' Permit Assistance Center, Building,Planning er Street PLUMBING & MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:TOYNBEE TRUST NAME:FOX HEAD CONSTRUCTION MAILING ADDRESS:4702 LUHR RD NE MAILING ADDRESS: 1091 SE CRAIG RD CITY:OLYMPIA STATE:WA ZIP:98516 CITY:SHELTON STATE:WA ZIP:99564 1 st PHONE:360-359-5017 PHONE:3sa870-1287 CELL: 2"d PHONE: EMAIL :TRAVIS@FOXHEADCONSTRUCTION.COM EMAIL:PTFIELDQICLOUD.COM L&I REG#FOXHEHC943KE EXP. 05 /21 12026 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number):22009-51-0000e Zoning.RR5 LEGAL DESCRIPTION(Abbreviated):SCENIC VIEW TRACTS,LOT 8 SITE ADDRESS:120 E SCENIC VIEW RD CITYSHELTON DIRECTIONS TO SITE ADDRESS: NORTH ON HWY 3, EAST ON E PICKERING RD, NORTH ON E SCENIC VIEW RD, END AT 120 E SCENIC VIEW RD TYPE OF JOB: NEW=ADD=ALT=REPAIR=OTHER=USE OF BUILDING SINGLE FAMILY RESIDENCE LOCATION OF FIXTURES/UNITS—I ST FLOOR=2ND FLOOR=BASEMENT=GARAGED✓ OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric=L.PCiE::]Natural GasE=]Ductless= Toilets 3 Tvoe of Unit No.of Units Fees Bathroom Sink 3 Furnace Bath Tubs 3 Heat Pump 1 Showers Spot Vent Fan 5 Water Heater 1 Propane Tank 1 Clothes Washer 1 Gas Outlets 1 Kitchen Sinks 1 Wood/Gas/Pellet Stove Dishwasher 1 Kitchen Exhaust Hood 1 Hose bibs 2 Dryer Vent 1 Other 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=IN TH APICATIO X Signature of OwnerCfate DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL Rev: 1/27/2016 JBN WSU Code Compliance Calculator,WSEC 2021 Project Information LT.PASS TOYNBEE RESIDENCE(MEDIUM DWELLING) 120 E SCENIC VIEW RD SHELTON,WA 98584 UA Reduction=1.67,Proposed UA is better than baseline by 0.4% Contact Information ADAM LANEER Vertical glazing area of proposed design exceeds 15%of floor area.Baseline window area set to 15%of floor area ADAM LANEER DESIGN 1950 BLACK LAKE BLVD SW,OLYMPIA WA 98512 Whole House Mechanical Ventilation Airflow Rate:50 CFM with Run Time Percent of 100%,Balanced,Distributed ADAM 0)ADAMLANEER DESIGN.CO M Maximum allowable total measured duct leakage:60 CFM25 'Results assume your snouts are complete and correct.Results do not constitute an approval.Analysis should be reviewed by yaur AHJ ANALYSIS SET UP What code compliance pathway are you using? Total UA Alternative.Whole Building Trade Off Anal sis _f Project Building Type? New Construction Occupancy Type? R3 Single family dwellings and townhouses Code Version? WSEC 2021 Classification: Medium Dwelling Unit-1995 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 Design Proposed Design U Area UA U Area UA Doors U= 0.300 117 35.0 0.300 117 35.0 Overhead Glazing U= 0.500 0 0.0 0 0.0 Vertical Glazing U= 0.300 299 89.8 0.294 429 126.0 Flat/Vaulted Ceilings U= 0.024 1,392 334 0.017 1,392 23.7 Wall(above grade) U= 0.056 3,073 172.1 0.056 2,943 164.8 Floors over Crawlspace U= 0,029 912 26A 0,025 912 22.8 Slab on Grade F= 0.540 0 0.0 0 0.0 Below Grade Wall U=1 0.035 34 1.2 0,037 1 341 1.3 Below Grade Slab F= 0.500 88 44.0 0.303 1 881 26.7 `Values from Table R402.1.2(Oct 2023) Baseline UA Total 401 81 Proposed UA Total 400.2 Required Credits 8.0 Proposed Credits 8.0 from Tables 406.2 and 406.3 UA Percent Reduction 0% UA Reduction 1.7 suits assume your ... ...:omplete and correct.Results do not constitute an approval.Analysis should be reviewed by your AH„ Table R406.2 Energy Equalization Credits Fuel Normalization Total Credits System No. Full Description Select System Type Credits 406.2 Energy Credits 406.3 4062&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 550/590 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 M1505.3 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 WSU C32021 20241009-Mamor Lot 6.xlsm,Version:10/9/2024 4:07:13 PM 10/16/2024 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 Ter 3. 6 Renewable Electric Energy - kWh Not Selected 0.0 7 Appliance Package Not Selected 0.0 Energy Credits I5.0 'Refer to WSEC 2021 Table R406.3 for complete option descriptions and requirements __c _ -, .;+Mons-qi _ ,ate-hulldirq-ccde energy-code THERMAL ENVELOPE DETAILS-Proposed Design Conditioned Floor Area,Proposed Design 1.995 sq.Ft Classification Medium Dwelling Unit Notes Exterior Doors Plan Component Door Width Height ID Description Ref. U Qt. Feet "`" Feet '"`" Area UA 3068FIR Co! -' ;_I-, 0,30 2 3 ° 6 s 40 12.0 3068 Code Baseline,U=0.30 0,30 1 3 ° 6 8 20 6.0 1668 Code Baseline,U=0.30 0.30 2 1 6 6 8 20 6.0 3080 Code Baseline,U=0.30 0.30 1 3 ° 8 ° 24 T2 2626 Code Baseline,U=0.30 0.30 2 2 6 2 6 131 3.8 0 0.0 0 0.0 0 00 0 0.0 0 0.0 Sum of Area and UA 117 35.0 Exterior Doors Area Weighted U 0.300 Overhead Glazing Plan Component Glazing Width Height ID Description Ref. U Qt. Feet "`" Feet '""' Area UA Sum of Area and JAI 0.0 0 Overhead Glazing Area Weighted U Vertical Glazing Schedule Rows to Show ,6 Plan Component Glazing Width Height ID Description Ref. U Qt. Feet '°°" Feet IImh Area UA 1 3050SC U=0.30 Code Baseline Table 406.2 0.30 1 3 ° 51 ° 15.0 4.50 2 3050FX U=0.28 2018 1.3,1.7 Table 406.2 0.28 2 3 ° 5 ° 30.0 8,40 3 3060SC U=0.30 Code Baseline Table 406.2 0.30 2 3 ° 5 6 33.0 9,90 4 3060FX U=0.28 2018 1.3,1.7 Table 406.2 0,28 1 3 ° 5 6 16.5 4.62 5 12/8SGD U=0.30 Code Baseline Table 406.2 0.30 1 12 ° 8 ° 96.0 28.80 6 3060SC U=0.30 Code Baseline Table 406 21 0.30 3 3 ° 5 6 49.5 14.85 7 5046 U=0.30 Code Baseline Table 406.2 0.30 1 5 ° 4 6 22.5 6.75 8 3040FX U=0.28 2018 1.3,1.7 Table 406.2 0.28 2 3 ° 4 ° 24.0 6.72 9 3050SC U=0.30 Code Baseline Table 406.2 0.30 2 3 ° 5 ° 30.0 9.00 10 3060FX U=0.28 2018 1.3.1.7 Table 406.2 0.28 2 3 5 6 33.0 9.24 11 3060SC U=0.30 Code Baseline Table 406.2 0.30 3 3 ° 5 6 49.5 14,85 12 3020FX U=0.28 2018 1.3,1.7 Table 4062 0.28 5 3 0 2 ° 30.0 8.40 13 14 15 16 Sum of Area and UA 429.0 126.0 Vertical Glazing Area Weighted U 0.294 Vertical Glazing and Doors Area Weighted U 0.295 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 - R60 batt Vault 24oc 0 2 n 2 c I WSU_C32021_20241009-Mamor Lot 6.xlsm,Version:10/9/2024 4:07:13 PM WSU Code Compliance Calculator.WSEC 2021 Sum of Area and UA 1,3921 23.7 Area Weighted U-Value 0.017 Walls Above Grade Plan Component wait ID Description Ref. U Net Area UA R21 cavi +RO foam INT 2X6W T111 Code Baseline) 10-5 0.056 2.943 165 Sum of Net Area and UA 2,943 165 Gross Wall Area 3.489 1 Area Weighted U-Value 0.056 Floor over crawl or exterior Plan Component Floor UA ID Description Ref. U Area R38 vented Joist 2021 1,2,1.3:2018 1.3-1.5 10-3 0-025 912 23 Sum of Area and UAII 912 23 Area Weighted U-Value 0.025 Slab on Grade less than 2 feet belowgrade) Plan Component Slab Slab ID Description Ref. F Perim FP Sum of Perimeter and FP 0 0 Area Weighted U-Value Below Grade Walls and Slabs Plan Component Slab Wall Wall Wall Slab Slab Slab ID Description Depth Ref. U Area UA F Perim UA R13 Batt+R5 ci R10 Fully Underslab WSU 0.037 34 1.3 0.303 88 27 Sum of Area,Length and LAI 34 1 88 27 Weighted U-and F-values 0.037 0.303 Links to Download Forms,Checklists and Other Resources Link Compliance Certificate (:o t�^nacc,Cern:a•s Ir� Insulation Certificate for Residential New Construction Insulation Certificate Duct Testing Affadavits Existing Construction Affidavit,Existino New Construction Affidavit,New Prescriptive Checklist for 2018 WSEC Prescriptive Checkhsi Alterations(Remodel)Worksheet Worksheet EER SEER2 COP HSPF2 Converter htt s://vovw.adicoten ineerin comleer-seer2-co -hs f2-kwton-converter Show Ventilation Calculator?Show Ventilation Requirements Conditioned Floor Area 1,995 sq.ft. Number of Bedrooms 3 Run-Time Percent in Each 4-Hour Segment 100 Is the system Balanced? Balanced Verify system meets definition of'Balanced Whole-House Ventilation' Is the system Distributed? Distributed Verify system meets definition of'Distributed Whole-House Ventilation' Ventilation Code Section IRC,Chapter 15 Whole House Mechanical Ventilation Airflow Rate 5o CFM Show Distribution System Calculator? HVAC Thermal Distribution System Download RS-33(2018)!1ttc- 2018"Q0 Is this a hydronic heating system? WSU C32021 20241009-Mamor Lot 6.xlsm,Version:1 O/g/2024 4:07:13 PM .._ 3 WSU Code Compliance Calculator,WSEC 2021 Location of Ducts Unconditioned Space Location of Air Handler unconditioned Space Is Duct Testing Required?Yes Maximum Duct Leakage: Is this a postcontruction 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 60 CFM25 Show Heating System Sizing? >l•^v Heating System Sizing-Proposed Design Try Out BetterBuiltNW's HVAC Sizing Tool: ttesabette builtnw comResourcesihvac-sizlno-feN Nearest Weather Station Shot— Indoor Design Temperature 70 F Outdoor Design Temperature 23 F Design Temperature Difference(LT) 47 F Conditioned Floor Area,Proposed Design 1,995 ft2 Conditioned Volume 17,955 ft3 Average ceiling height=9 ft.Volume=17955 ft3 L.—bl-k to use default of 8 5 f.-,hN height Average ceiling height 9.0 ft HVAC System Type Heat Pump Location of HVAC Distribution System Unconditioned Space Sum of UA 400 Envelope Heat Load F 8,808 Btu Hour Sum of UA X AT Air Leakage Heat Load 9.114 Btu/Hour ((Volume x 0 e)x AT)x 018)d Building Design Heat Load 27.922 Btu Hour Air Leakage.E—iope Heat Loss Building and Duct Heat Load 30.714 Btu/Hour For ducts located in unconditioned space Sum of Buddng Heat Loss X 1.1 For ducts located m conditioned space or ductless Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 38,393 Btu/Hour Budding and Duct Heat Loss X 1.25 for heat pumps tt 3 kW Budding and Duct Heat Loss X 1,40 for all other systems WSU C32021 20241009—Mamor Lot 6.xlsm,Version:l0/9/2024 4:07:13 PM 10/16/2024 4 NEW CONSTRUOfgJ OF A 3 BEDROOM SINGLE FA^'IILY RESDENCE PARCEL 22C'000 2-5'+pOOQ9 sITE 400RESS %70.OD \ 120 E SCEN IC VIEW RD SLELTON.WA 98584 OWNER To NBEE TRUST u e�L R+PuS — Z 4702 WL RD NE OLYFDIA WA 98S6 10 `E� N � oC EH Setbacks N ENr�S SETB<Cl S A.) Drainfield/Reserve requires 10'setback from footing/foundations FRON`'5 B.)Septic tank(s)requires 5'setback from all footingtfoundations SOE(S?7s /�; W (GO--ON 76(GO -ON LINE> C.)No foundation/Perimeter Drains within 30ft,downgradient of _ W , 35 Drainfield/Reserve area �-I I Z D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within Q 97ORM WATER DwANAGE ww Spk,down gradient of Drainfield/Reserve area I to J GLITTER TO TIGHT IJNE TO OAYLJGIiT 16 E.)Use approved mitigation from section C1-9 of the department of b I y EROSION CON-OL PLAN ecology's"Criteria For Sewage Works Desi n,"when sewer STRAW WADD_E o9Y g 9 y if transport lines are within 10ft of water supply lines. (a]t SUE PLAN LEGEND: �Ql 1930 S.F.PROPOSED RESIDENCE B " 1-PROPOSE ED DEZ<ENCE Q 2-PROPOSED DECK 689 S.F.PROPOSED PATIO 3_PROPOSED Ip.VER PATIO I-EAS-ING RESDENCE TO BE DEr100 a,818 5 F.S.F.TOTAL PROPOSED 5-EXIS'1VG ORNFVAY EH APPROVED 6-PROPpsEp SEPrCTANKS 7-PROPOSED 59EPT CC TRANK'SPORT WJE 4,518 5 F.-O"A-"PERMOLS SURFACES 30,Os6.aO 5. -o-SUE(0.69 ACREs1 Rhonda Thompson 04/24/2025 e-PROPOSED SEP IC DRAfvFM %TO'A-(^Ax I—ERVlOUS SLI ACES 1�2A'260 5 F, AX ALLOWABLE) io-EJRs DWE5l1PfIG RESERVE NOTE 11-EASTING BJLI E>D SITE PRE^SPECTION SP0021-00117 TY /\ PROPER LINES PER s�RVEY AFN 2I79654 ELEVATION LJNES PER 'A'DN COUMY as -AMr GEOTECHNICAL rrcPpRT PER EN\JROfEGH ENGI�EERx.G PPO.EC'\O.23'65 �� ❑ �ITPLAN SCENIC VIEW— SOLE. -ea 'LU` (� r 7529 10 1 V Z u1(''1n/ 1 W �0 FRO[ERfY L+JE Q Q U a I 4 5 - ►►) W Z Z W W SUBJECT PROPERTY 6 e patio o�NE \ I Tanks relocated from SWG2024-00353,otherwise follow septic design for installation purposes s \ 762G \ � r } PICrFwNG P?SS�GE }J W � .. [� 4 SGENIG NEW RD ( v I 75.29 ---rzrx ss•rr000eRsrAxESPLIR�o+vo c , nrT )CED FI 2 LTER MEDIA- 501 min M°�'�"® EH APPROVED I F2„cER'v:�E EH S tbacks �C w1O A.)Drainfield/Reserve requires 0'setback from foolingtfoundabons I U,J B.)Septic tank(s)requires 5'set ack from all footing/foundations / C.)No foundaaonMenmeter Dra is within 30R,downgradient of r x r x sr w000EN aTAxEa FUICED+o as Drainfield/Reserve area D. No Cut Banks (greater than$ft and over 45 degrees)within _ 50R,down gradient of Dreinfieltl eserve area ) \ I �I / W It E.)Use approved mitigation fro section C1-9 of the department of I I Z ecologys'Cntena For Sewage Arks Design,'when sewer PrtoTecTFn transport lines are within 10fl of filter supply lines. J Ex15n+G" EWAY / FaTROOft•eolRc�r+r TrvK'/a1 � I I WATMMOw Q q / Q YYOraC ARG ® - __ - WI I—TO MEET FKIRF]pt•aPECJFIG 5!!NtG TWJVSPORT LJNE TO , - --_ I EJeSTING STRUCT�FQOipiaNT I.FKrER NFDV+^LlL TO YEE�M0.IGTKNI OFF•11E S'EPiC PRAINFIELD I I I-- , TO BE OErO.TIONED REOIANEMlNIl PLAN i.COM 7 MATERIAL TO GE DI KMM ON BITE.AS rERMRIEO Br ENOINCER. 13 - II9 FILTREXX®SEDIMENT CONTROL L 71 r�o 75 SYSS I 75 5YS8 HVAO/PRDPW-9 TANKS W IS SANE SETB^GK U co rquse \ Irrr��� Z_ -v cement patio Rod \ T -- PROPOSED LAVER PATIO Q 6) ORVN''P/IJT,FOt7nNG ORVN TO OA�'IJGMT rf� 100 9 Or rant L INTO PAD OF CRUSMEO ROCK(27'='PER V-4.6 lW/1 76'GOMYION L E SETBACK .\ O r PROPOSED SEPTIC TANK(S) Z 3 50 min I I W W ---- U V a+' 4 STRAW WADDLE EROFJpv % % -. — tbr p.h COIYTRO- -. —— fa I f) O \ Tanks relocated from Z V 1 u d� S \\ c SWG2024-00353,otherwise W 5 \ t follow septic design for -------- I .- Oo.rtsOrMeTIen,Ia, \ installation purposes ry � NTS m = splRlh \ nix \ E%IS'ING CONCRE-E 76.26 \ Figure V-2.8 Typical Downspout Splash block SITE PLAN 9L-K"EAD DlaparsbB SC4.E.".3O O� PICKERING PASS.AG= - nd NameTOYNBEE Parcel# 22009-51-00008 BLD# 2.02 c;- 00 2a1 q Mason County Department of Community Development 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 surface'. '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 = RES X = 1930 Measurements for buildings are taken at the X _ perimeter of the farthest projections (example: eaves/gutters) X = Driveways X = EXISTING X = 2200 Length of drive begins at the right of way X = Parking Areas X = X = Any paved, gravel or packed area per definition above table X = Patios/Walks X = LOWER X = 688 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) 4818 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- descri rope for review and insp t' as may be required. X J�7 Owner/Agent/Contractor(circle one)Date: A �'y 2 If the Total Impervious Zrface Area is GREATER THAN 2000 Square Feet, please read,acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 NameTOYNBEE Parcel# 22009-51-00008 BLD# 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- described for and inspec 'o may be required. X Owner/Agent/Contractor(circle one)Date: Page 2 of 2 �7 BLD MASON COUNTY 2 _ o�.z�� MAR 13 2025 COMMUNITY DEVELOPMENT Permit Assistance Center,Building,Planning RCVD BY: �,-�, �. 615 W.Alder str et APPLICANT INFORMATION (please print clearly) Name of Applicant: PETE FIELD Parcel Number 22009-51-00008 Site Address: 120 E SCENIC VIEW RD 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 andprivate) ✓ Show distances to all structures,septic tanks,drain fields,property lines,top of slopes or cuts and easements. Zoning(indicate): Rural Residential:Q2.5 O 5 O 10 O 20 Other: Urban Growth Area: Zone: Front yard: 125 Direction: WEST Side yard: 22 Direction: SOUTH o Rear yard: 92 Direction: EAST Side yard: 11 Direction: NORTH 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. F71 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 : N/A 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. Iv 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. 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) S 1.00 • 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 N/A Elevation or Design Flood Elevation as designated by surveyor or engineer. FOUNDATION PLAN Plan view of foundation/footings/pads S2.00 Type,size and location of footing(stepped foundation provide detail) S 1.01 Elevation view of foundation steps,with final grade A-4/A-5 Cross-sections of footing and foundation(including height of wall). S2.01 Floor'oist andspacing each floor). S3.00/4.00 Location of flood venting, size and method of compliance for venting. when in a flood zone N/A Type and locations of hold-downs and anchors. S2.00 Crawl access location and size. S-1/S-2 Insulation value for foundation(if slab or basement). See Energy Credits for additional requirements, ,D-1/D-2 credits must be indicated on the plans. If the project is in floodplain provide flood venting compliance including vent locations,vent type, N/A 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-2 Dimensions of building and rooms. S-1/S-2 Location and type of furnaces,water heaters,smoke detectors,and carbon monoxide detectors. Include MEP-1&2 location of bollard for appliances located in garage. Heat Detector in garage(required in all garages attached,must be hardwired to smoke&carbon MEP-1 Plumbing fixture locations MEP-1&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 plans. CVR Location of ventilation fans and CFM for each. MEP-1&2 Location of whole house fan and CFM continuous or intermittent MEP-1&2 Location,side and type of brace wall or shear-wall panels. If structure is engineered,must supply two S5.02 copies of required analysis calculations Dimensions and framing details of decks(including joists,beams,posts, ledgers.Plan MUST include $3.00 size,grade,spacing,length and species 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 /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 ROOF PLAN Layout of roofs stem S-2 Label type of roofs stem,rafters,engineered trusses&spacing S4.00/5.00 Headers noted at each location or typical header noted. 53.00/4/5 Roof pitch and covering materials A-4/A-5 Sheathing es,dimensions and fastening S1.00 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 D-1/D-2 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. PETE FIELD 2 Signature of owner au orized agent Print Name Date MASON COUNTY COMMUNITY SERVICES •u,dng,Vlarmi yEmbmmmtd HealJt Commniy Health Name TO N 0E1✓ Permit#: 151-0201S- 001911 FEE CALCULATION WORKSHEET (eff. 2024) Valuation Determination under 2021 IBC Occupancy Type Square Footage Valuation Amount Total Valuation tvBt (sq. ft. x valuation) Residence/Addition /Basement $167.37 $ MCI, 331 .►O—I Garage/Storage 3 32. 00 $66.48 $ 22 , 0-1 1 •310 Unfinished Basement 6132 • 00 $31.50 $ tp 1 I L .3tp Deck -7l0 1 • OO $17.00 $ 1 'Z '01-6 1 . 00 Carport/Covered Deck 2-A$ . 00 $24.00 $ 5 ► S2 •00 Other $ TOTAL VALUATION $ Estimated Plan Review Fee: $ 11 Planning Dept. Review Fee ($275, $450, $1001: $ 1'15 - 00 Environmental Health Review Fee: $ 1 q 0 -00 Fire Access & Grade Review Fee ($97. ADD - Address Application Fee ($185. GEO - Geo-technical Review Fee ($300. ADV - Review Fee($130. WAT - WAT Fee: E'x is-n IV C-J Other: �NE y CUD ___-- ------__-- (Iko 8� TOTAL DUE WHEN PERMIT IS SUBMITTED: $ 1 �0 0 " ' 2-1 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) $ 2 33"7 • ti-4 Estimated Mechanical Fees (U.M.C., Table 1-A). $ E,Cjln M FtV-G <— Estimated Plumbing Fees (U.P.C. ,Table 1-1) $ State Fee: $25 $6.50 $ kp - 6 0 Technology Surcharge: bo .00 Other: n Estimated Building Permit Fees WHEN PERMIT IS READY for pickup: $ 2$-� � old ('all fees subject to change w/o notice) GRAND TOTAL C- `p S 1 PRO-JECT DETALG- NEW CONSTRUCTION OF A 3 BEDROOM SINGLE FAMILY RESIDENCE PARGEL NO.: 00 22000-51-00008 SITE ADDRESS: 120 E SCENIC VIEW RD 100.00 \ SHELTON,WA 98584 OWNER TOYNBEE TRUST ,OO'WELL R 1DIU5 4.702 LUHR RD NE /� I OLYMPIP,WA98516 PERMITTING JURISDICTION: MASON COUNTY W ZONING:RURAL RESIDENTIAL 5(RR5) SETBACKS: / FRONT:25' SIDES}73' i -_/' W REAR:70(COMMON LINE) W 35 MAX BUILDING HEIGHT z STORM WATER DRAINAGE PLAN: Q I�11 N Z GUTTER TO TIGHT LINE TO DAYLIGHT pW�l �JI 6) EROSION CONTROL PLAN: I N STRAW WADDLE p Q IMPERVIO A ATION : W O SITE PLAN LEGEND: Q 1,930 S.F.PROPOSED RESIDENCE W 4 1- PROPOSED RESIDENCE GM S.F.PROPOSED PATIO 2- PROPOSED DECK Q 2 CM S F FXI TIN /PROPO DR WAY AND PARKING-APRON 3- PROPOSED LOWER PATIO 4,818 S.F. S.F.TOTAL PROPOSED i 4- EXISTING RESIDENCE TO BE DEMOD 5- EXISTING DRIVEWAY 6- PROPOSED SEPTIC TANKS 4,818 S.F.TOTAL IMPERVIOUS SURFACES 7- PROPOSED SEPTIC TRANSPORT LINE 30,056.40 S.F.LOT SIZE(0.69 ACRES) 8- PROPOSED SEPTIC DRNNFIELD 1.645 TOTAL(MAX IMPERVIOUS SURFACES 105v.21,812.80 S.F.MAX ALLOWABLE) 199- PR PIOSO�ED E SEPTIC RESE2VE LL NOTE ,� / 11- EXISTING BULKHEAD SITE PRE-INSPEC-ION SPI2021-00117 PROPERTY LINES PER SURVEY AFN 2179654 ELEVATION LINES PER MASON COUNTY GI5 MAPPING GEOTECHNIGAL REPORT PER ENVIROTECH ENGINEERING PROJECT NO.:23165 _ 1oos2 SITE PLAN L� / - -'SGENIG VIEW — © SCALE-- r=80 z^` I 7.5.29 �p ��I Tr 00•WELLRADIUS IPROPERTY UNE W CO SETBACK UNE I / W v I � I I WPi oo SUBJECT PROPERTY SS��-OREUNE I O SETg�MIN NE I 76.26 11 41 , PICKERING PASSAGE m VON1111 MAP Zui -;• !��SCALE) - - O� O SCENIC VIEW RD 75.29 I FILTREXXOSO)O(-(1rTYPICAL) LOWNIPUCED FILTER MEDIA"' I UUUN111 — 2 WORK AREA BE PROTECTED I EXISTING WELL tr �- _4S• PROPERTY LINE SECTION rns \ I I SETBACK_INE CO Q r x r x 36•WOODEN STAKES PLACED ur o.a i tY 40 W � I \� Z AREA TO BE Q m PROTECT® EXISTING DRIVEWAY I I J s u ® FlLTRO(XOSOXX"'(12-TYPICAL) \ IN, I I I '_ WATER FLOW / Q WORK AREA 1. ALL® I�I NOTES: TERIAL TO MEET FlLTRE=0 SPECIFICATIONS EXISTING57ING STRUCTURE FOOTPRINT 2. FILTER MEDIA-FILL TO MEET APPLICATION I � — I TO BE DEMOLITIONED REQUIREMENTS. 3.OOMPOST MATERIAL TO BE DISPERSED ON SITF—AS PLAN wri DETERMINED BY ENGINEER I�J 3 1 19 ( I II t FILTREXX® SEDIMENT CONTROL 75SYSB ` I I 75'SYSB Q HVAG/PROPANE TANK(S) I ��20POSEC f I I W RESIDENGE SEPTIC TRANSPORT IJNE TO 1 OFF SITE SEPTIC DRAJNFIELD O — — _ �1� I I /—='SHORELJNE SETBACK U �t o Z L house ► ) - o WWCO PROPOSED SEPTIC TANK(S) — — — Q (� Roof — PROPOSEC PROPOSED LOWER PATIO v 1 downspout w: 1 — OOD DEC, DOWNSPOUT/FOOTING DRAIN TO DAYUGHT r(� serves up to �J ) 100 sf Of roof — INTO PAD OF CRUSHED ROCK(2X3X6")PER V 4.6 n 1 76 COMMON JNE SETBACK W _ — — W - sx:s 50'min. ^ ::: ::.' Vegetated z. STRAW WADDLE EROSION flow path : - CONTROL Y O —N,\ \I 20 CONSTRUCTION SETBACK Splash z W splash NO& :=:E W ` FROM TOP OF CRITICAL SLOPE Z W bl O�\ � 5'VEGETATION REMOVAL O ^1 ZO BUFFER FROM TOP OF CRITICAL SLOPE \ V A Downspout extension _ L NTS Splash block _ EXISTING CONCRETE 76 26 } Figure V-2.8 Typical Downspout Splash block BULKHEAD SITE PLAN sGALE: " =:O' z o Dispersion �d n PICKERING PASSAGE p O a R