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BLD2021-00449 DEMO, New SFR - BLD Application - 3/29/2021
MASON COUNTY COMMUNITY SERVICES Permit No: L4L49 PERMIT ASSISTANCE CENTER: — L— BUILDING.PLANNING•PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98584 MAN2U21 Phone Shelton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone BeHair.(360)275-4467•Phone Elma:(360)482-5269 BUILDING PERMIT APPLICATION 615 W. Alder Strec PERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Churchman ffit'A,L NAME: MAILING ADDRESS:9683 Clipper PI NW MAILING ADDRESS: CITY:Silverdale STATE:WA ZIP: 98383 CITY: STATE: ZIP: PHONE#1: _ PHONE: CELL: PHONE#2: 3 EMAIL: EMAIL: cell) L&I REG# E)(P. PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHERIZ NAME JayVolz ; EMAIL jayvolz@oomcast.net MAILING ADDRESS 18820 Front St NE,Suite 210 CITY Poulsbo STATE WA ZIP 98370 PHONE 20"551263 CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 12306-21-00102 ZONING 19-Residential LEGAL DESCRIPTION(Abbreviated) TR 10-8 OF GVT LOT 2&N 112 TR 10-C GVT LOT 2 FIRE DISTRICT SITE ADDRESS 130 NE Tiger Lake Rd West CITY Belfair DIRECTIONS TO SITE ADDRESS IS THE PROJECT WITHIN 300 FT OF SLOPES)GREATER THAN 14%: YES[] NO 0 SNOW LOAD:_psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Checkall that apply): SALTWATER® LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALTERATION® REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.)Residential IS USE: PRIMARY[2 SEASONAL❑ NUMBER OF BEDROOMS 3 NUMBER OF BATHROOMS 4 HEATED STRUCTURE? YES(Whole Bldg)0 YES(Part[,]ojBidg)❑ NO❑ DESCRIBE WORK Tear down existing cabin and build new house ( SQUARE FOOTAGE:(proposed) DD i yy O VL . ,& �d (q dT 1ST FLOOR sq.ft. 2ND FLOOR sq. 1. 3RD FLOOR N.ft: BASEMENT_sq.ft. DECK sq.4t. COVERED DECLSle .ft. 7'� STORAGF� N.ft. OTHER sq.ft. 7 ARAG y ;sq.ft. Attached 9 Detached❑ CARPORT sq.ft Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MODEL YEAR LENGTH 7DTHZ�� BEDROOMS BATHS S ENVIRONMENTAL HEALTH: SEWAGEISEWERSOURCE: SEPTIC B SEWER❑ / NEW® EXISTING❑ PLUMBING IN STRUCTURE? YES® NO❑ If yes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES g NO❑ EXISTING SQ.FT. EXISTING BEDROOMS' PROPOSED BEDROOMS 3 TOTAL BEDROOMS 3 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&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 Sign ture I OWNE9(Must be signed by the OWNER) Date DEPART NTAL REVIEW APPROVED DATE DENIED DATE TAG S/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH Lney%' MASON COUNTY COMfTY SERVICES Permit No: 161 ZDZI - o&yyc( PERMIT ASSISTANCE CENTER: •BUILDING •PLANNING •FIRE MARSHAL U G a 615 W.Alder St-Shelton, WA 98584 www.co.mason.wa.us Phone Shelton:(360)427-9670 ext 352• Fax:(360)427-7798 ;�,AIZ 2 Phone Belfair.,(360)275-4467• Phone Elma:(360)482-5269 PLUMBING & MECHANICAL PERMIT APPLICATION,street OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Churchman NAME: MAILING ADDRESS: 9683 Clipper PI NW MAILING ADDRESS: CITY: Silverdale STATE: wA ZIP:98383 CITY: STATE: ZIP: lac PHONE: PHONE: CELL: 2°d PHONE: EMAIL : EMAIL: L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number): 12305-21-00102 Zoning: 19-R LEGAL DESCRIPTION(Abbreviated): TR 10-B OF GVT LOT 2&N 1/2 TR 10-C GVT LOT 2 SITE ADDRESS:130 NE Tiger Lake Rd West CITY:Belfair DIRECTIONS TO SITE ADDRESS: TYPE OF JOB: NEW ADD ALT REPAIR OTHER USE OF BUILDING Residential LOCATION OF FIXTURES/UNITS—1ST FLOOR 2NDFLOOR BASEMENT GARAGE OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric LPGNatural Gas Ductless_ s Toilets A 2 Type of Unit No.of Units Fees o Bathroom Sink 3 •Furnace V o Bath Tubs 1 j Heat Pump 1 Showers 1 •Spot Vent Fan ,8 3 •Water Heater 1 • Propane Tank 1 sClothes Washer 1 t Gas Out is F 4 o Kitchen Sinks 2 • Woo G ellet Stove' •Dishwasher 1 •Kitchen xhaust Hood 1 •Hose bibs 4 a Dryer Vent 1 Other 1 utility sink Solar Panel 0 Other 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 TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT ) -17-t PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 JBN MASON COUNTY COMMUNITY SERVICES Permit No. I L49 PERMIT ASSISTANCE CENTER: -BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98584 MAR 2 9 2021 Phone Shelton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone BeHair.(360)2754467•Phone Elms:(360)482-5269 BUILDING PERMIT APPLICATION 615 W. Alder Street PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Churchman . (� NAME: MAILING ADDRESS: 9683 Clipper PI NW MAILINGADDRESS: CITY:Silverdale STATE:WA ZIP: 98383 CITY: STATE: ZIP: !fit PHONE#1: PHONE: CELL: EMI PHONE#2: EMAIL: EMAIL: L&I REG# EXP. PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER NAME Jayyolz EMAIL jayvolz@oomcast.net MAILING ADDRESS 18820 Front St NE,Suite 210 CITY Poulsbo STATE WA ZIP 98370 PHONE 206455-IM3 CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 12305-21-00102 ZONING 19-Residential LEGAL DESCRIPTION(Abbreviated) TR 10-B OF GVT LOT 2&N 12 TR 10-C GVT LOT 2 FIRE DISTRICT SITE ADDRESS 130 NE Tiger Lake Rd West CITY Belfair DIRECTIONS TO SITE ADDRESS IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO 0 SNOW LOAD:_psf IS PROPERTY WTTHIN 200 FT OF THE FOLLOWING: (Checkan that apply): SALTWATER® LAKE❑ RWMCREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDTTION❑ ALTERATION® REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commerclal Bldg,Etc.)Residential IS USE: PRIMARY® SEASONAL❑ NUMBER OF BEDROOMS 3 NUMBER OF BATHROOMS 4 HEATED STRUCTURE? YES(Whole Bldg)0 YES(Part(s)ofBtdg)❑ NO❑ DESCRIBE WORK Tear down existing cabin and build new house SQUARE FOOTAGE:(proposed) IST FLOOR 1802 sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.& BASEMENT 1032 sq.ft. DECK— —sq.k COVERED DECK 980 sq.ft. STORAGE 680 sq.ft. OTHER sq.ft. GARAGE 8 0 sq.ft. Attached e Detached❑ CARPORT sq.ft Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MODEL YEAR LENGTH ZTH__��3EDROOMS BATHS S ENVIRONMENTAL HEALTH: SEWAGEISEWER SOURCE: SEPTIC H SEWER❑ / NEW® EXISTING❑ PLUMBING IN STRUCTURE? YES® NO❑ Ifyes,attach completed Water Adequacy Form PERIMETERNOUNDATION DRAINS PROPOSED? YES g NO❑ EXISTING SQ.FT. EXISTING BEDROOMS' PROPOSED BEDROOMS 3 TOTAL BEDROOMS 3 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 1 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 permittapplication 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 PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) Sign pre I OWNEJ(Must be signed by the OWNERI Date DEPART NTAL REVIEW APPROVED DATE DEN ED DATE TAGS/NOTES/CONDTTIONS BUILDING DEPARTMENT PLANNING DEPARTMENT J JS FIRE MARSHAL PUBLIC HEALTH I A MASON COUNTY COMMUNITY SERVICES Permit No: INCA2DZI • 664Aq PERMIT ASSISTANCE CENTER: •BUILDING •PLANNING •FIRE MARSHAL _ 615 W. Alder St-Shelton, WA 98584 R t C E I V E D www.co.mason.wa.us Phone Shelton:(360)427-9670 ext. 352• Fax.(360)427-7798 NEAR 2 9 2021 Phone Belfair:(360)275-4467• Phone E/ma.(360)482-5269 PLUMBING & MECHANICAL PERMIT APPLICATION Street OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Churchman NAME: MAILING ADDRESS: 9683 Clipper PI NW MAILING ADDRESS: CITY: Silverdale STATE: wA ZIP:98383 CITY: STATE: ZIP: 1st PHONE: PHONE: CELL: 2°d PHONE: EMAIL : EMAIL: L&I REG# EXP. IV PARCEL INFORMATI PARCEL NUMBER Q2, umber): 12305-21-00102 Zoning: 19-R LEGAL DESCRIPTION Abbreviated): TR 10-B OF GVT LOT 2&N 1/2 TR 10 GVT LO 2 SITE ADDRESS:130 NE Tiger Lake Rd West CITY:Belfair DIRECTIONS TO SITE ADDRESS: TYPE OF JOB: NEW ADD ALT REPAIR O R USE F BUILDING Residential LOCATION OF FIXTURES/UNITS-1ST FLOOR 2NDF1,OOR ASEMENT GARAGE OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Tvne of Fixture No.of Fixtures Fees Fuel Type:Electric LPG Natural Gas Ductless_ Toilets 4 !Me of Unit No.of Units Fees Bathroom Sink 6 Furnace P Bath Tubs 2 Heat Pump 1 Showers 1 Spot Vent Fan 5 Water Heater 1 Propane Tank 2 Clothes Washer 1 Gas Out is 5 Kitchen Sinks 2 Woo Ga ellet Stove'e► Dishwasher 1 Kitchen xhaust Hood 1 Hose bibs 4 Dryer Vent 1 Other 1 utility sink Solar Panel 0 Other 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 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 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 TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 1BN � 1 Name Churchman Parcel# 12305-21-00102 BLD# 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 stop-nwater 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 = X = Measurements for buildings are taken at the X _ perimeter of the farthest projections (example: eaves/gutters) X = Driveways X = X = 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 = 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. 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. Pagel of 2 Name Churchman Parcel# 12305-21-00102 BLD# Mason County &ment of Community Development MAR 2 9 2021 Small Parcel Stormwater Management Application/Worl �t,�pagg,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) JV 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 operty for review and inspection as may be required. X OwneOent/ ontractor(circle one)Date: V •� �� Page 2 of EH SETBACKS / A)Drainfield/Reserve requires 10'setback from footing/foundations B LD 2021-00449 / B)Septic tank(s)requires 5'setback from all footing/foundations Nepn od q smcl°re beuse, Q No foundation/perimeter drains within 30'down-gradient ofdrainfield/ EH APPROVED wrong location.Nonooaused. / reserve area u.A„d�..o0 08/25/2023 / D)No cut(s),bank(s)(greater than 5'&over 45 degrees)within 50' ---- down-gradient of drainfield/reserve area / to I . � � '�o j / /p 1 wonPrruM UMs3o MAl hlaVfn AY�/OLz s :.ARCHITECT,LLC Hs ss sn • f1>YTe'F 316.9,' I,A 36.0 0.i AIARM /f f aywle®�m,,,ns1iM M. / — / rm1RR;cusKL i wM* I 1 _ NEW T6 / %La F � . o6� r3 osI— _ '7 :�-='T:."".r / / /a _��•---_� .__ s1wsWwAn( ` .. r6p`Wa: s" * "HOU E `c�'/ � '� 1 1 --_--- � � \ \.—.� � ofrmvr �\I � / ro■ naw.-r ry / /y �1 i¢DN / NEW RESIDENCE FOR MARK / Sit / L_---J L _.-' 6:cf 1 Hu•.svTw - _—__ __ AND DIANE CHURCHMAN —/��� e 7 (DGRAVEL R s 0.`>°0 j J 6 LAKE B30 NRTIWFR LA t RD W DRIVEWAY W"�o i _7_—__—__—_--__ _—__—__—�_ Ja DGARAG rRolosfnwTufTou �� V'E � LAKE AaoRm N 6TRY)•W inAT / '�///� /� � � / � '•.� J �\ — e1 RRARIrKtD 3— —�— _— / sfmcT6ra � RRtp4 — 4' 4 / J ❑ GARAGE sF,.ss.i I, Ik Tot / RnnaowlMws cuNdrt / IV onuu n \ // '/ S sM rOwF SrAuT fID/ apfOOb�'N06<�u 310 N / IV cMCxEo --TTT-- —-- — ) _ / _ _i RRA M 16tl rE PLANNING' : / I •\\; N62.6fvrw sm.s6• — __—T_—__L_ —f _i- SfrE PLAN•ol•r1oN9 fay sD sn sis I \\1 / 3pA �"\' ALL SETBACKS ARE MEASURED FROM ,r, �, THE FURTHEST PROJECTION OF THE 3n2/i022 — 1\11 us sn of I sis ,-,-I'. 90 1. BUILDING PERMrT SET I 111 I _I I T 1.\ I PesssoRs \a\ I I PLANNING SETBACKS T/nmo22REVISON .� APPROVED Front:26 W1112023 REVISON p j C, MASON COUNTY DCD PLANNING Rear:117"(measured from SE comer of bulkhead) GI SITE PLAN REQUIRED TO BE ON SITE Side:5'ADV2021-00067 — F CHANGES SUBJECT TO APPROVAL *Subject to EH Setbacks Must remove a sting cabin and shed By: DIM.:08/24/2023 — \ 31 — m, •------------ — — — I — ---------------------------------------------� — I — SREPLAN j n M�N'NOD' FIRST FLOOR PUN _ 0 f 10 30 b 60 150 KK CFInF1g1pN f10f�MC 4P9 I _ EOII nRKr b A1 .1 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 1 2 3 0 5 — 2 1 — 0 0 1 0 2 A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. 11 Scaled layout sketch,including all applicable items on checklist Scaled plot plan,including all applicable items on checklist. `'Cross-section sketch,including all applicable items on checklist. This form maybe seanned and available for public view on the Mason County Web site.Maximum paper size: 11"X 17" PARCEL IDENTIFICATION Permit Number: SWG 202 1 - 00 O`{& Designer's Name: Arrow Septic Designs,Inc Mark Churchman Designer's Phone Number: (360)898-2255 Applicant's Name: g 9683 Clipper Place NW Designer's Address: 171 E Vueerest Dr Mailing Address: � Silverdale, WA 98383 Union, WA 98592 City State Zip citv State Zip DESIGN.PARAMETERS Treatment Device ❑Glendon Biorilter ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter,Type: ❑Aerobic Unit Make/Model ❑ Disinfection Unit Make/Model Other. Drainfield Type ❑Gravity Ef Pressure gTreneh El Bed [3 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow:Operating Capacity 270 gpd Length 50 ft Daily Flow:Design Flow 360 gpd Diameter 125 in Septic Tank Capacity 1,200 gal Number 4 Receiving Soil Type(1-6) 4 Separation 5 ft Receiving Soil Appl.Rate 0.6 gpd/ft2 Orifices Required Primary Area 600 ft2 Total Number of Orifices 40 Designed Primary Area 600 ftz Diameter 3116 in Designed Reserve Area 600 fP Spacing 60 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 200 ft Schedule/Class 40 Elevation Measurements Length header ft Original Drainfield Area Slope 8 % Diameter 1.25 in New Slope,If Altered 8 % Preferred manifold configuration used? 9Yes ❑No Depth of Excavation Up-slope 10 in Transport Pipe from Original Grade Down-slope 7 in Schedule/Class 40 Designed Vertical Separation 24 in Length 500 ft Gravelless Chambers Required? ❑Yes ❑No Rf Optional Diameter 2 in Pump Required? if Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 90 gal Orifice 30 ft Chamber Capacity 1,000 gad Uppermost Orifice 9 Higher ❑Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 23.60 gpm BiTimer G(Elapse Meter GYEvent Counter Calculated Total Pressure Head 38.31 ft L If Timer: Pump on 2.5 min Pump off 6 hr Comments FFB u 8 2021 q AASON COUNW ENVIRONMENTAL HEALTp IVr r f DESIGN FORM—PAGE TWO Assessor's Parcel Number: 1 2 3 0 5 — 2 1 -- 0 0 1 0 2 Permit Number: SWG ?cam X 1 - o c3 o 4 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch RJ Test hole locations 66 Drainfield orientation and layout Reference depth from original grade: 16 Soil logs 66 Trench/bed dimensions and 9 Septic tank critical distances within la P � Property lines out Y � Drainfield cover ❑ Existingand proposed wells Eg D-BoxNalve box locations P P Reference depth from original grade within 100 ft of property 64 Septic tank/pump chamber and restrictive strata: Measurements to cuts,banks,and locations G6 Laterals,trench/bed,top and surface water and critical areas E9 Observation port location bottom ❑ Location and orientation of E9 Clean-out location ❑ Curtain drain collector curtain drain and all absorption E6 Manifold placement ❑ Sand augmentation components Gi+( Orifice placement Other cross-section detail: 56 Location and dimension of B( Lateral placement with distance Ed Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information 16 Buildings cv++,►�� E6 Audible/vis 'referenced Yes No Soor� It Direction of slope indicator Ed Scale of dr wO op scale d ❑ Design staked out 16 Waterlines bar ❑ Gf Recorded Notices attached 16 Roads,easements,driveways, a� VAsy ❑ if Waiver(s)attached parking ' d G f ❑ Pump curve attached 16 North arrow and scale drawing G� ❑ Evaluation of failure shown on scale bar r/ 5100349 Non-residential justification PAULA JOY JONNSON ❑ 9 Waste strength '1:!'CENS1rL�'Ocri' N�k•. ,RM - ❑ 9 Flow DESIGN APPROVAL The undersigned designer must b tified by install r at time of installation Yes ❑ No �&� (-Z?-2l Signature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-site regulations: � CAP a-J 1 a-r vironmental Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: ✓ Drainfield site conditions have not been altered to adversely affect conditions of design ap oval. Please Note: The system must be installed by a certified installer, unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. This form may be scanned and available for public view on the Mason County Web site. Updated Date: 12/7/2015 i / o-Ato / found.Y/dam I.P. N Cone. £xothp r'anoo,ha oxrrtp pnepart the ..../ - -•._�._- 919rN9'•/.TZ I!<9r' 4fcxlcc' Eoss nent— ' ` \' - -^ "' ••C;...___� 1 t/Il Ilowsa a•� � s ab thu, / �� e00 •di �, / 2.mood, /�,r xmalan 9px atept� ra �.�'� fosemsnt 3` r%�_•._.--tY�";-�_ 1�_ - � mix L4,er�' r �+0� Ner+s',Jw zraaonp. v, ,��, • a .��ia)e {P�j 7 _ =ter=r°w'y� •-� 1Mtnt l J A- 4W 5aoo_ �7.._- errs err(I��`� 'R+J30.00' RfSN' Ca- S8rY3'�J E tJ -fowW DH JoM�.»n 3/6'RAC J � 16Lp6' Foord J/d'lion Pax / Parwr VaWlf 1d4.93. / ofwr,t Per Power Acute, found 3/1'Iron p#. Found 3/4"Iron Ppe _ rJQ 11' / Found O'Iron Pp yo'e \�\ NBr 'u.W �• - Done (Prof Ale+hnwent) `11 to �oaaenf rr ro. l per Plot 3i' 3i+f:fs \;iGf:R i.�.KFct KQ :i3,flr 1 t\, seer\ ( • f7'.veer Bu*nrtn -=�- :•' B red Wth AX S 20rAR' wy�`",2 8m am m rvosar Ine eoundery aw Mrb a+wr a tweed y,on /Dowd cto os*Oen t - - _... _----- F01p7d°1tr"rr p?hr os norad. and os set by Mbrd ewiec Lkeaced Arrverar h r Dad 104. � 19 Sot 1'x2"wood fmry m proparry lyre, Preperty coraere and kW staaws shown tin Me oerr po,Hts s*I dFirhp Mb awtvey. rineepr aw shown, are peoportr lhes ware not cb&*Od for "M XWRfr MN ® Seotk,LA* wnaroedtrn+rutta srew►y A-use 6y-0-porchaver wf nervy oNp Sea Y Lhe Adrtrstment per Af 11Dr7 v! =� Is mot hleMed to above ON matters MOW to toe property PAIDCRD M 4k Avet Wave AnNed to eover~l% restrbfbns and sacroad Onfs 9o(pmae.eord raN Waver«troth Mtton I'rare SYethn awe srey GTtAPH[C SC/iLE A Srrte i1mrak , &Wowmdars,*V wwv^eta)Max IKAG.1)Y-13a-09iR is mh6num stmdarNe as sat Rrpr N e d/¢M h onsaa. of 6MWWh#x p^4aeRr owW sfwtdd aaetr bpar 1tMt'$f17P1lFIGA£ SiApt41?345 t 9tfSJCATA trt,((wt�M�7Ot eft ter me drb dAr of-- 2�_. trrb son OWOM y rVo wettfd a mode ey Wa ve for. .As ma er ttdr9ny +p _ my b�ea►Avek tMN RChIA/AN MARKMIARV SH "rovoct — a CONSULTANTS, INC. GOI? LOT 2 ,.r old et o/AM r�rrawtanb tme - - , ea teed sa•ttrwan wA..teteo• eta► . (NE., NW%¢ 1 wow3 ae.m t a' AtdAe s ea • c % TWP, 2 , OF I -` BawtAMW PLs. II�o/Ao rye RG 1W. W.Af SC�iI /NTY WA i �loar-1.ror� ate, �tr 219t xr'Sti vtq CAbih 40 bC C tMoliShAJ. D.r20 eas / \ 1 CCO, 3 zo �'' 1 fro poS rd ac 3 $� conc �� SOP° ��(� 2 N .J/ yl'1 h +a J 132 ord"how cabitn' High wolit Li -So' / 200 * e?cc h fa.b i n +a be ,b Pot a rx,00,ce) b rota 38� / �tS�vu r1f 7 tI o vK L + y 3 h *utv r•e. � Go 9 Q 9w e t C o to ���� O n C rb N TV a T' _ w �- 00 h �c `- Z �s;'`_'' \ " n ►-3 710 a �. 9 1 1 I v) V� Q. Dc�,1el A slit 0 s sg} lot FIA n Mat Gh r hrn n j 3? ?,3• Parcr�#•123o5-ZI-0010 L 130 N r LAkt d > l ti gyp" &5L 10 Mott #,z 3y"v sc to ft�# rlm + (Cavta ih� vsL GO elf% �.L 5700349 ✓` r PAULA JOY J0HNS0N50] S Pr m a D F `P� @ ; , D-C . A d,� , reSerJe c�, eas FF-9 08 2021 MS%, yOIUNTYENViRONMENTALHEALT14 �o es t yC it 5D Ls � Valst.Q�iit. ovr . &Ajj.�42 M r 0I; 'Off let 71 P4-a.1 SPac,"-I Detaifed Drdnf lead Layout TOW soft 1, for d gyp'• � b 1�• • ' FW FW* arty ARR01v r • caw FEB 0 8 2021 y4, w e� Loaw ( 0 / Y MASONCOU y�NVIROPi�IIE�yTALHEAITH Oro% Lye. Aad� 3cr� CW Lowe at�.r .t: oW oe.. a Gole grainfield Cross—Section View r " o to ` memo New W To Sod. t Pii,,,,, *00, Ydlc aada +� pa' Art . amovam Pat at q. am of talkL&A Ndc 0r_. iYid�aO ♦�, k'm Dow at Trovh AWNA N Cap abet In Y?�` s.00aas = J` TV `` rrow Septic Designs KIWW �. Q- PAULA JOY JOHNSON•: an� �`' < tSbiE+iiGN� C360) 898-225� Tdd ft**Id U Length Length Orifice # Distance from Distance from Lateral# (In. (Ft.) Spacin Orifices Feeder Line(in.) Cleanout in.) 1 600 50 60 10 30 30 2 600 50 60 10 30 30 3 600 50 60 10 30 30 4 600 50 60 10 30 30 Total Lateral Length 200 Total#Orifices 40 GPM = 23.6 Dynamic Head Calculations Selected residual pressure: 2 ft. Length (Ft.) #Orifices Transport Pipe 500 40 5.00 ft. Feeder Total Lateral Line Length Lateral#1 50 2 52 10 0.29 ft. Lateral#2 50 7 57 10 0.31 ft. Lateral#3 50 12 62 10 0.34 ft. Lateral#4 50 17 67 10 0.37 ft. Total Elevation Lift �k,� 30.00 ft. i Head 38.31 ft. Total Dynamic w y'•• /� • 5100349 •`r�Y j PAULA JOY JOHNSON LtCENs>=ti U�SiGul;�" V%pROVED AWO FE9 Q 8 2071 4ASUN COUNTY Et'RW'4""H' M E S P D 5 0 PUFIP CHARaACItICS P> ,: Rat > Njmp/Motoi Unit Sub•ners,ble _•j64 i { Manual Nodets 1501; MHI MH2 ' MH6 ' MH3 T MHi MHS _ .. - F3 ----.- - t- Autamatic Models AHI ; AH2 ' 48 1t:fSapt,Wpi T•2 i 4o!uye S15 ?3U 21A! ?30 t60 575 W i 1 ! Full Load Amps IS 0 7 0 L" 1 5 t o o i 4 tip Motor Tyre_ Capacitor Start Three•Phasr �- r - _ si 32t i- Manual Modals(100; MH2 MH6 MH9 MHG M5 ( i Automatic Models AH2 Fiui�RnnMti`i ti 1/2 HP ! s VaUJ:ti _,_ ?s0 J�2UC�- 230 660 Vio 1 Full Laad A'iias 99 j .r.'I iA olorT a Cap Thee-Phase ! ! n P M ,... 3^� 0 21 M 72 96 120 tµ P i!sr D 3 _.._ t;APACITY-US.GRk DporaU6i: Intermittent Iemperature 140°F Max Fiuii Temp ;r ,� -`•}� i Ary�• .. NIMADesiyu ` .:. .. .B .. '' DIME 3I+�k �tJAT�4.;., .. br>uialinv Claat P. Discharge Size l"Nl-'T 13•opt) 417) S:,Acsnandhnn ti 314' -Unit Weiqht 73 ilt> i �Pawn:Coro Me.>PD501LJ3.S)1UV'A.!s,I'5V-iC ud L>0 oo('•I6Ji. ZtVPT ;rVl-A,1a.115t'=10 !20 upt i-ler3.STW-A,le.230V=2C•sid-I6%6. 1 (t',:W-A.to.236V=10 std MESPDICC 15/3,STW-A,lu,?3CV=29 atd- lulo.STW A-lu,?30Y-iC stu'!bi5 5TW-A•3o•?(Mlv.l3UV•n>OV o:515V 'Lil'sld a(1 J MATERIALS OF CONSTRUCTION (657) tnnnlr Steel _ Whriiaung Cii DieteCLHC Oil 1 'Wow Housinq Cast Iron "is ttonas nq Castlron Pwwa:acing Casl Lon St•nrrir•.5t?el 4eJeanic r irai Fa.t: :CniwuJCcramir 14-7/8(a7e3 12-7/8(ea0) tiliaR 5aat Spring:Stawhas 5teei (327) Sel:o:•:s 8:.nJ-N Dn:'liit IrGn t 6 !Ipprr Bearing _.._._. Single Raw Batl Bearing_ a _ewer Bearirq Single!'tcw Ball Btarng ... .. casllron _.. __.SIJ•nlrs:,5tee! r• ., ,vi. ..•. ...Wd... w i t a,..,,t ,,;•_� r.a>.•, ., Y... ,,If }w•,w,1,i14,r r-i L.r '.b•::V`. . f�ryyer;r. > PENTAIP APPROVED ` FFg.,. $ .2_Q2.1 .AASUN C0UWY ENWR0NIAErFfALHEALTF !YC ,r t, :.r.l•:zt :„{ amtliw Septic A64W INSTALLATION&ASAIIVTENANCE -f'`' =f`�' s+bo3as pressure Distribution Systems 6 PA JOY JOHNSON ' L'tCE�lSl±ti EXPIRE$ 1� 1. Install Laterals with contour of the ground 2. Install trench bottoms level. 3. Install locator tape or rebar at each end of all drainfield laterals. 4. Install observation ports as indicated on the plot plan. One required at distal end of each lateral in drainfield with bottom extending to the dra mwi/nadve soil interface. Glue "T"to bottom so Observation Port cannot be easily removed from ground. Install removable cap on top of port at final grade level. 5. Install drainfield during dry weather and soil conditions;any soil smearing must be eliminated by hand raking. 6_ Install threaded clean-outs at the end of all Iaterals(cap must extend to within six inches of finished grade and be marked with locator tape or rebar). 7. Install audio/visual high water level alarm. 8. Install 1/8"mesh non-corrosive pump screen(min. 12 sq.& surface area,not to interfere with controls or floats.) Or pump screen may be substituted with Bio-Tube in septic tank. Pull bio-tube every 6-12 months and flush back into tank. 9. Install anti-siphon valve above pump in pump chamber to prevent the pump chamber from siphoning into the drainfield. 10.Install check valve in pump outlet line to prevent system from draining back into the pump chamber. 11. Tee to Tee construction between laterals and manifold with orifices oriented at 6 o'clock. Uj X: Install laterals to the manifold with the orifices at 12 o'clock,(do not glue),after pressure test and Environmental Health Dept approval,turn orifices down(6 o'clock)and glue laterals to manifold. Orifice shields may be used with orifices in the 12 o'clock position x in lieu of turning the orifices down to the 6 o'clock position. 12. Filter fabric required over drain rock prior to back filling. If the drain rock extends above CL natural grade,run the filter fabric at least 2 inches down the trench wall. CL ' 13.Encase all water lines within 10' of drainfield and under any driveway/pa&ing areas. 14.Divert all storm water runoff away from on-site sewage system. 15.No curtain drains allowed within 10' of the up-slope edge or 30' of the down-slope edge of the drainfield and reserve area 16.Have the septic tank and pump chamber pumped or inspected every 3 to 5 years. 17.No vehicular traffic over drainfield area. 18. Inspect floats,clean filters,and test high water level alarm every 6.12 months as needed. 19.All materials and workmanship must meet County and State regulations. 20. Deviation from this design without prior approval from the Designer and Masson County Environmental Health Department will make this design null and void. 21. All manhole lids and access,sampling or inspection ports must have locking covers and be located at ground level. 22. All pressure systems with a pump chamber outlet higher than the drainfield,must Dave a 1/8"hole drilled in the discharge pipe above the pump to prevent siphoning. 23.All transport lines under driveways or parking areas must be encased to prevent crushing. 24.Homeowner is responsible for all property lines. RECEIVED EH Setbacks ENVIRONMENTAL I''� �o' " A. OrainfiekUReserve requires 10'setback from footing/foundations HEALTH F�-"�1 MAR 29 2021• B.)Septic tank(s)requires 5 setback from all footing/foundations C.)No foundation.Perimeter Drains within 30fl.downgradient of — ,SiI 615 W,Alder Street Drainfield'Reserve area T�or�t- _-- --• D. No Cut Bank(s)(greater than 5ft and over 45 degrees)within `\ ` CI-� 50f,down gradient of DrainfieldtReserve area VQm� `x�t ` 66J— (2)120 GAL ` qY �Lz- EH APPROV PROPANE TANKS f ED �Id2t121-aD�W9 + oa;2oz3 PROPANE GENERATOR Rhonda Thompson of ' HEAT PUMP �dD✓Z1)Z.J' ARCHITECT,LLC 535 /DO jaW i Ih 206-355-1263 535 530 525 520 515 , ) Q 5 a jayvolz comcest.net BLDGIir 6• 45.0 0.0 / LARM �j / 1�2.1 �8 �lil BLD HT CLEANOUT -OoO2-4 - -- 20.9 0J ,Yd?D � . 1. S87-45'43"E /+219.-W' —. _�_--- -.... .. `• 1hew drnw ngs are inswummts of ervice and ohdl' remain the propert of the / D� y o•cNlecl nhelhar the Drotect for vhlch I �,E°IGh1�K q they are made h executed or not. they or° not to be ooed by the axner or any°mar \ IYGT■ T) perm nn other projects or oxlonarens to GRAVEL 20'ROAD •��T A /PARKING- / bSl f y {' )a3�> Zl-t3�la J� ma prth propri by a3rtemant n+nillM he .HO{.J and oak opDrop•bte eompensaUon to the - —-- \� TO B REMOVED / — / / DS NEW GRAVEL �.\ DRIYAY l I —f BIN 10 BE PROJECT 20DGHr % f /i �' EMOLISNEU : / ;E)SHEDTO BE / NEW RESIDENCE FOR MARK '" / � I DEMOLISHED AND DIANE CHURCHMAN AOA Jr 1 _ J/__ H1 ORDINARY HIGI I N 87°AS'g3'W 185.00' v7 --/ �Q pJ21- LDC HT _ WATER LINE 130 NE TIGER LAKE RD W 31.9 / TIGER BELFAIR,WA _ / j0 "1 PROPOSfU WELL TO BE t1�t1K5 1 �5'2) AMIN.Of 1 00'FROM LAKE ADDRESS / l" DRAINFIELD �— h�/� E)GRAVEL/�-j / \' UMP CHAMBER' \ / DRIVEWA / /O SEPTIC TANK 01)OCK i ( )6ABI 0O (E)SHED — -_ — — — —.—. -�-- -�---7*4 — - -- - -- ----I � IV DRAY/N BY )GA _\/\% --(E)CAB OTBE CLEANOUT / POWER'�AULT / REPLA FD W/NEW 3 CHECKED X? / BEDQ OM HOME IN I —AURM / — 530 525 ti20 FtJll�'jjkkkkkLLLLL 510 505 SCALE AGE EASEMENT /' ISSUE DATES A AFN621688 2 3/22/2021 — 30.0 PFItMIT SET 4 BUILDING `. od,. e-A10in vk, RECEIVED (2)120 GAL PROPANE TANKS q Ate/ \/OLZ- 535 MAR 2 9 2021 PROPANE GENERATOR Icl ZOZI-DD� i ` I615 W. Alder Street HEAT PUMP ' �4bV2021• #taqARCHITECT, LLC 1. 9P%" 2 yvolz coo 1263 535 530 525 520 515 5 � (/tkcf5 1 jayvolz@comcast.net BLDG HT � 6• 45.0 10.0 / LARM \ 20 9 LID HT CLEANOUT / U1 V'�t0 QIQ'j' 1. S 87°45'43" E ±219.00' ® �QZ) �� These drawings are instruments of service / DS and shall remain the property of the r architect whether the project for which / T — they are made is executed or not. They are l �..,�k= not to be used by the owner or any other GRAVEL 20' ROAD C ZI'GY�ID I..- ��/ person on other projects or extensions to ING / [5 /; J' / ��?���'� the project except by agreement in wrthe and with appropriate compensation to the TO B REMOVED architect. NEW GRAVEL D ( / DG HT DRI WAY , _ PROJECT 20.9 i NEW RESIDENCE FOR MARK AbA — y� / AND DIANE CHURCHMAN N 87045143"W 185.00' un / ORDINARY HIGH A 130 NE TIGER LAKE RD W ID) HT WATER LINE 2 � LD 31.9 i / 3 TIGER BELFAIR, WA PROPOSED WELL TO BE A MIN. OF 100 FROM LAKE ADDRESS CO / co / / RAVEL � \ DRAINFIELD �- \ �/ /�E) VEWA /^ � PUMP CHAMBER (E)DOCK 0 S1rPTIC TANK � /ABI O (E)SHED E:1 _1 _ _ _ __ _ — S 7045'43" E ±20 .00' V DRAWN BY )GARAG / CLEANOUT / / (E)CABIN OT BE POWER VAULT REPLA ED W/NEW 3 ALARM CHECKED / 525 / BEDROOM HOME IN I / /e 530 520 FUT61A 510 h / 505 SCALE AGE EASEMENT :RAF#621688 ISSUE DATES — 3/22/2021 30.0 PFRMIT SET mu-, GENERAL NOTES BUILDING CODE INFORMATION DRAWING INDEX CONTACT INFORMATION 1.THE FOLLOWING NOTES REFER TO NEW CONSTRUCTION WORK TO BE PROJECT DESCRIPTION A0.1 PROJECT INFORMATION,ENERGY CODE INFORMATION PROPERTY ADDRESS 130 NE TIGER LAKE RD WEST PERFORMED UNDER PERMIT FROM THE LOCAL JURISDICTION AS DESCRIBED ON DEMOLISH EXISTING CABIN AND REPLACE WITH NEW SINGLE F T A7.1 SI P N BELFAIR,WA 98528 THE ATTACHED"CONSTRUCTION SET"DRAWINGS AND SPECIFICATIONS. A DIFFERENT LOCATION.NEW RESIDENCE TO BE 1 STORY W BONUS ROOM ABOVE _ ATTACHED 3 CAR GARAGE A2.1 MAIN LEVEL FLOOR PLAN' OWNER MARK&DIANE CHURCHMAN 2.CONTRACTOR SHALL FIELD VERIFY ALL CRITICAL DIMENSIONS AND SITE PARCEL NO. 12305 21000102 N 5 R P N 1012 BRENTWOOD DRIVE CONDITIONS INCLUDING LOCATION AND DISPOSITION OF EXISTING BREMERTON,WA 98312 UTILITIES BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. A2.3 ROOF PLAN NOTIFY ARCHITECT OF ANY DISCREPANCIES AND DO NOT PROCEED WITH JURISDICTION MASON COUNTY All ELEVATIONS 360-670-2453 ANY RELATED WORK UNTIL DISCREPANCY HAS BEEN REMOVED. A3.2 ELEVATIONS MARKMCHURCHMANOGMAIL.COM LEGAL DESCRIPTION J A4.1 UILDING S CTIOIN5,DETAILS CONSTRUCTION ASSEMBLY SCHEDULE AY VOLZ 3.ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES. TR 10-8 OF G.L.2&N}TR 10-C G.L.2 A5.1 IN OW AN 00 SCH D L ARCHITECT JAY VOLZ ARCHITECT,LLC WHERE CONFLICTS OCCUR BETWEEN METHODS OR STANDARDS OF APPLICABLE CODES A6.1 DETAILS 17187 ANGELINE AVE SOUTH NE ARCHITECT,LLC INSTALLATION AND CODES,OR IF MATERIALS DO NOT EQUAL OR EXCEED 206.355-1263 2015 INTERNATIONAL RESIDENTIAL CODE W/STATEWIDE SUQUAMISH,WA 98392 THE REQUIREMENTS OF LAWS OR ORDINANCES,THE LAWS OR ORDINANCES AMENDMENTS Sl GENERAL STRUCTURAL NOTES&DETAILS jayvok@comcastnet SHALL GOVERN.NOTIFY ARCHITECT OF ANY CONFLICTS. S2 FOUNDATION/MAIN FLOOR FRAMING PLAN CONTACT:JAY VOLZ 2015 UNIFORM PLUMBING CODE W/STATEWIDE AMENDMENTS 206.355-1263 _ NATIONAL ELECTRICAL CODE(NFPA 70) S3 BONUS ROOM FLOOR/ROOF FRAMING PLAN JAYVOLZ@COMCAST.NET 4.DO NOT SCALE THE DRAWINGS.THE CONTRACTOR(S)SHALL USE ACTUAL 2015 WASHINGTON STATE ENERGY CODE S4 BONUS ROOM ROOF FRAMING PLAN/DETAILS FIELD DIMENSIONS OR DIMENSIONS SHOWN ON THE DRAWINGS.NOTIFY THE ARCHITECT OF ANY DISCREPANCIES AND DO NOT PROCEED WITH ANY CONSTRUCTION TYPE V-B 56 DETAILS RELATED PERMITS " " RELATED WORK UNTIL DISCREPANCY HAS BEEN RESOLVED. �� STRUCTURAL EDWARD JONSON&ASSOCIATES,P.S. "y°^nw0i" °i°° ^° " a m w wea by °.M.a°ro oua OCCUPANCY R-3 SURVEY ENGINEER 276 NW FERRY ST 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND POULSBO,WA 98370 -j"M1"p°7°a".rap °a...°e I^ appvpr t THE METHODS AND SEQUENCE OF CONSTRUCTION REQUIRED TO PERFORM FLOOR AREA 206-261-6581 O1C°"" THE WORK. Q CONTACT:EDWARD JONSON PROJECT t MAIN FLOOR 1904.4 SF EDJONSON®MSN.COM - 6.SUB-CONTRACTORS SHALL VERIFY ROUGH-IN DIMENSIONS,REQUIREMENTS BONUS ROOM 636.0 SF NEW RESIDENCE FOR MARK FOR BACKING AND LOCATIONS OF ITEMS IN PARTITIONS AS REQUIRED FOR TOTAL 2540.4 SF SURVEYOR AES CONSULTANTS INC. INSTALLATION OF THEIR WORK.EACH INSTALLER SHALL BE RESPONSIBLE AND DIANE CHURCHMAN FOR VERIFICATION AND COORDINATION WITH OTHER INSTALLERS TO UNCONDITIONED: PO BOX 930 SECURE COMPLIANCE WITH THE CONTRACT DRAWINGS AND RELATED GARAGE 747.9 SF SILVERDALE,WA 98383 130 NE TIGER LAKE RD W_ SPECIFICATIONS.GENERAL CONTRACTOR SHALL COORDINATE COVERED DECK 969.3 SF 360-692-6400 INSTALLATION OF EQUIPMENT,PLUMBING FIXTURES AND APPLIANCES CONTACT:STEVEN E.OTTMAR BELFAIR WA - INCLUDED IN THIS CONTRACT OR FURNISHED BY OTHERS FOR ADDRESS INSTALLATION BY CONTRACTOR. 7.PRIOR TO SHOP FABRICATION OF MATERIALS OR EQUIPMENT OR ORDERING OF MANUFACTURED ITEMS,RESPECTIVE SUB-CONTRACTOR OR SUPPLIER SHALL A1 D ARCHITEECCTWING50RMANUFACTURER'SDATAFORREVIEW BYOWNER ZONING INFORMATION ENERGY CODE COMPLIANCE 8.ANY ALTERATIONS TO STRUCTURAL ELEMENTS OR BUILDING SHELL DESIGN ZONING RURAL RESIDENTIAL 5 ACRE(RRS) JV DRAWN BY SHALL NOT BE DONE WITHOUT PRIOR AUTHORIZATION FROM ARCHITECT. RESIDENTIAL INSULATION SCHEDULE ENERGY CODE NOTES:ALL CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED TO ARCHITECT CHECKED IN WRITING FOR APPROVAL. LOT AREA 1.4 ACRES(APPROX 61,150 SF) FENESTRATION U-FACTOR U-0.28(OPTION 1 a) 1. VAPOR RETARDERS: - SKYLIGHT U-FACTOR U-0.50 A.SHALL BE INSTALLED ON THE WARM SIDE(IN WINTER)OF SCALE 9.DEMOLITION CONTRACTOR IS RESPONSIBLE FOR LICENSED TESTING AND,IF BLDG HT 35 FT MAX.ALLOWED GLAZED FENESTRATION SHGC N/A THE INSULATION. REQUIRED,ABATEMENT OF ANY HAZARDOUS MATERIALS DISTURBED CEILING R-49 B.ROOF/CEILING-FACED BATT INSULATION TO BE USED AS ISSUE DATES SETBACKS VAPOR BARRIER.FACE STAPLE TO FRAMING. DURING SITE CLEARING AND PREPARATION. FRONT 25 FT JOIST VAULTED R- 3/22/2021 - SIDE 20 FT WOOD FRAMED WALL R-21 INT C.WALLS-FACED BATT INSULATION TO BE USED AS VAPOR 10.SOIL CONDITIONS DISCOVERED DURING EXCAVATION WHICH APPEAR FLOOR R-38(OPTION 1a) BARRIER.FACE STAPLE TO FRAMING. PERMIT SET - (IF LOT IS LESS THAN 100'WIDTH,THEN SIDE SETBACK IS 10% D.VAPOR RETARDER TO BE KRAFT FACED MATERIAL. INCONSISTENT WITH THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED OF LOT WIDTH.LOT WIDTH AT BUILDING SITE IS 75' SLAB R-VALUE&DEPTH R-10,2FT AND UNDER SLAB SHALL BE REPORTED TO THE ARCHITECT.THE ACTUAL ELEVATIONS OF THE (OPTION ta) 2. AIR LEAKAGE REVISIONS 75'x 10%-7.5'EACH SIDE) A.SEAL AND WEATHERSTRIPPING AS REQUIRED BY WSEC FOOTINGS WILL BE ESTABLISHED BY THE CONTRACTOR AND MUST BEAR ON t 11/17/2022 REVISON 1 SOLID UNDISTURBED EARTH OR CONTROLLED AND COMPACTED REAR 20 FT ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS: 502.4.3. - STRUCTURAL FILL.SEE STRUCTURAL NOTES FOR ADDITIONAL PER WSEC R406.2- B.RECESSED LIGHTING SHALL BE TYPE IC RATED AND - REQUIREMENTS. MEDIUM DWELLING UNIT 1501-5000 S.F.REQUIRES 3.5 CREDITS CONFORM TO WSEC 502.4.4. 3. WSEC 404.1 LIGHTING EQUIPMENT-A MINIMUM OF 75%OF - 11.CONTRACTOR SHALL PROVIDE ALL TEMPORARY SUPPORTS AND BRACING AS OPTIONS USED: PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL REQUIRED.INSTALL TEMPORARY BARRIERS AS NECESSARY TO PROTECT to EFFICIENT BUILDING ENVELOPE- BE HIGH EFFICIENCY LAMPS. - ADJACENT STREET RIGHT-OF-WAY AND NEIGHBORING PROPERTIES. VERTICAL FENESTRATION U-0.28 4. WSEC 403.1.1 PROGRAMMABLE THERMOSTAT-WHERE THE - CONTRACTOR SHALL BE RESPONSIBLE FOR STRENGTH AND SUITABILITY OF PRIMARY HEATING SYSTEM IS A FORCED-AIR FURNACE,AT TEMPORARY BARRIERS AND SUPPORTS PER CITY OF SEATTLE STANDARDS. FLOOR R-38 ALL TEMPORARY WORK SHALL BE REMOVED AT THE END OF EACH BELOW SLAB GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB LEAST ONE THERMOSTAT PER DWELLING UNIT SHALL BE - SEQUENCE R AT COMPLETION OF THE CONTRACT WORK. 3b HIGH EFFICIENCY HVAC EQUIPMENT-AIR-SOURCE HEAT PUMP WITH CAPABLE OF CONTROLLING THE HEATING AND COOLING MINIMUM HSFP OF 9.0. SYSTEM ON A DAILY SCHEDULE TO MAINTAIN DIFFERENT - 12.MECHANICAL AND ELECTRICAL TO BE BIDDER-DESIGN UNDER SEPARATE 5a EFFICIENT WATER HEATING- TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. - PERMIT.CONTRACTOR SHALL SUBMIT PLANS TO ARCHITECT FOR REVIEW SHOWER HEADS AND KITCHEN SINK FAUCETS RATED AT 1.75 THE THERMOSTAT SHALL ALLOW FOR,AT A MINIMUM,A 5-2 PRIOR TO CONSTRUCTION.CONTRACTOR SHALL VERIFY SIZES AND GPM MAX PROGRAMMABLE SCHEDULE(WEEKDAYS/WEEKENDS)AND BE - LOCATIONS OF ALL OPENINGS FOR MECHANICAL WORK AND OBTAIN SHOP ALL OTHER LAVATORY FAUCETS RATED AT 1.0 GPM MAX CAPABLE OF PROVIDING AT LEAST TWO PROGRAMMABLE - DRAWINGS FOR REVIEW BY ARCHITECT BEFORE PROCEEDING WITH THE 5c EFFICIENT WATER HEATING- SETBACK PERIODS PER DAY.SPECIFICS AND EXCEPTIONS SEE WORK. PROPANE WATER HEATER WITH A MIN EF OF 0.91 2012 SEC. - 13.PROTECT ALL NONCOMPATIBLE MATERIALS FROM GALVANIC ACTION. WHOLE HOUSE VENTING - 14.REPETITIOUS DETAILS MAY BE CALLED OUT RARELY ON THE DRAWINGS BUT METHOD OF COMPLIANCE-EXHAUST FAN,INTERMITTENTLY OPERATED SHALL BE PROVIDED AT ALL LOCATIONS WHERE THEY OCCUR. PROVIDE CONTROLS TO ALLOW MANUAL OVERRIDE. - DRAWINC INDU 15.ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN AIRFLOW RATE REQUIREMENTS(IRC TABLE Ml 507.3.30)) ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS,INSTALLATION 1501-3000 SF,3 BEDROOMS-60 CFM CONTINUOUSLY OPERATED PROJECT INFORMATION_ INSTRUCTIONS AND RECOMMENDATIONS FOR USE.WORKMANSHIP QUALITY SHALL BE JUDGED ACCORDING TO THE BESTACCEPTED STANDARDS OF THE ENERGY CODE - INTERMITTENT OPERATION(IRC TABLE M7 507.3.3(2))50%INTERMITTENT BUILDING INDUSTRY.CONTRACTOR SHALL CORRECT ALL DEFECTIVE WORK TO SATISFACTION OF OWNER AT CONTRACTOR'S EXPENSE AND IN A TIMELY OPERATION-60 CFM x 2-120 CFM INFORMATION - MANNER.A PUNCH LIST WILL BE ISSUED AT COMPLETION OF PROJECT. - NOTIFY ARCHITECT AT SUBSTANTIAL COMPLETION. INSTALLATION AND DESIGN CRITERIA PER IRC M7507.3.5. cl7rrlFuwTroN 16.ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE OF COMPLETED PROJECT BY - OWNER.ROOFING,WATERPROOFING,FLASHINGS AND ALL OTHER WORK - WHICH IS A COMPONENT PART OF THE ROOFING 15 TO BE WEATHERTIGHT UNDER ORDINARY WEAR AND USAGE FOR A PERIOD OF TWO YEARS FROM - DATE OF ACCEPTANCE,TO BE SUPPLEMENTED BY THE TERMS AND CONDITIONS OF EXTENDED MANUFACTURER'S WARRANTIES.AT TIME OF - ACCEPTANCE OF COMPLETED PROJECT,CONTRACTOR SHALL FURNISH OWNER WITH ALL NECESSARY MANUALS OF OPERATION AND MAINTENANCE, - 535 53D (E)FENCE LINE ALONG \/^ PROPERTY LINE 530535 HEAT PUMP _AY VVLZ / s "ARCHITECT,LLC \ 5 5 530 .l(. 349.3 S 5 2D6-355-1263 525 520 �- \ 41.0 ;gyp p.�j ALARM , S/ jayvob-@comcastnet / 5 B7°45'43"E 414.91' CLEANDJJT N m 5 B7°4543"E ±219.00, r=t-1 ----- C oJ�•2' /f anmo.>c.,na onpn.G°cI�o�a l l.�o.nnr..e°mmmr raavin r tin.°o9e vrvm..im°m�.tnn.a TAN tMw .�K rer250C PR SE M EXISTING GRAVEL .�.an°..RIVE DS O 4 o/ F - � (E)CULVERT PA KNGSTORM WAT J+(E ppmpnORAIF- GENERATOR NEW eenm�rn uvlU�rt°oqne• °mwrowon m m° _.N -Y �13 o GRAVEIj I i�\ I 1 BIN TO BE DRIVEW Y \ I \ L _ AlIOUSHED PROJECT 1RESERDDRAIN 1 r- I 530 — 1-,1 RESERVE DRAIN I / x / / i'� (E)SHED TO BE J FIELD2 \ / In me �- - _ / - DEMOL15HED NEW RESIDENCE FOR MARK / /•�i�/ / L L� �, ` ✓ N67°45'43"W 185.00lLORD"NARY AND DIANE CHURCHMAN / --- HIGH ABAN ED (E)GRAVEL p / / I / WATERLINE _ EASEMEN I / 130 NE TIGER LAKE RD W co \o/- / / I / Mlri / TIGER BELFAIR,WA DRIVEWAY to / ��'�---------------- ___ J�$ T�p,Ks h(/ LAKE — 279.00' -- - �"'� \ (FJGA G ADDRESS PROPOSED WELL TO BE / -//--, %I/ E \ i MP CHAMBER A MIN.OF 100'FROM I -- _ - I ---_ C• SEPTIC TANK `I )DOCK — /� DRAINFIELD� O '(E)SHED / ...... / — — — f -------I-- J/ o r - 1 / \ ( )GARAG \." 2200.00 (DCABIN TO BE / --� ! PO\VER ULT REPLACED NEW 3 CLEANOUT jV DRAWN BY / BEDROOM OME IN ALARM L / /a 530 525 520 FUTURE 515 / jV CHECKED __ r �_ _ // / GARAGE EASEMENT / / 510 505 — SCALE ------ PER AFl621688 1 I \ N87°4543"W 505.54' --- -T_�-- - -_`__ -- .0 530 // SITE PLAN-oPTION3 ISSUE DATES \\ \ 7 // 30.0 ---- - -- 5315 530 525 I \ \ \ 30.0 3/22/2022 _ I \\ \ I 525 / 530 535 I PERMIT SET 535 0 510 20 30 90 150 — \\ \ I I REVISIONS I \ N�NGE I I 011/17/2022 REVISON 1 I I i — I eF.a — I I \ \ \ >> I — I W — II7 --—---—-—-—-—-—-—- - - -- —-— — ------------------ SITE _ PLAN I — I DRAWING INDEX FIRST FLOOR PLAN — E I1=1 I 0 510 20 30 60 90 150 CERTIFICATION I I I I � I I 1 j SS FLUE I�J I 1 I I I I I I I OIAFR ELEVATION NOTES i `'E''T THESE NOTES APPLY TO ALL EXTERIOR ELEVATIONS. 1. ALL EXTERIOR WINDOW AND DOOR OPENING$SHALL BE FLASHED AT THL HEAD WITH AN.26 GAUGE CORRO51ONatESISTANT METAL BUILDING AY UOLZ PAPER TO BE LAPPED OVER HEAD FLASHING,TYP.USE'MOISTOP E,Z SEAL' PLATE OR EQUAL,AT PERIMETER OF DOOR AND WINDOW OPENINGS.INSTALL ARCHITECT,LLC PER MANUFACTURERS RECOMMENDATIONS AND IN ACCORDANCE WITH ------ 206-355-1263 IRC R703.8. 2. FLASHING AND COUNTER FLASHING TO BEAN.26 GAUGE jayv tz@comcastnet CORR 1 510NaLESISTANT METAL AND SHALL BE INSTALLED IN COMPLIANCE t+ BOARD&BATTEN SIDING t STANDING SEW METAL ROOF WITH IRC R703.8.FLASHING TO INCLUDE(BUT NOT LW9TED TO): A TOPS OF EXPOSED HORIZONTAL TRIM `4 t B. WALUROOFINTERSECTIONS iMee drveinge are inetrvment.of vendce C. TOPS OF ALL OPENINGS IN EXTERIOR WALLS ero a.n ,.mmn u. —Kr Ol D. EAVES,RAKES,HIPS,VALLEYS,TOPS OF FREESTANDING EXTERIOR on oonw�o:mcI—In 1 12 WALLS no<m M,u.a 6r u...,a, 3. FLASH ALL ROOF PENETRATIONS.ROOF&COPING FLASHING TO N wn°n°ue.-t biy-e°l mdnni°ns m 6 a°l.cl p-p M.a,..m.M m.rWnB PANUS_RM$F I CONFORM TO IRC R903.2. °nd.Iu°�ywl.mmp.,aw°n m u. STANDING SEAM 4. ROOFING INSTALLATION AND FLASHING TO CONFORM TO IRC R905 .26I1M. -----P�� i METAL ROOF 5. SIDING INSTALLATION AND FLASHING TO CONFORM TO IRC R703 — 6. INSTALL SIDING,ROOFING,AND TRIM PER M FR's.SPECS.INSTALL ALL PMECT IX4 TRIM __ SUBSTRATES,FLASHING,WATER PROOFING,&EXPAN51ON JOINTS,AS — REQUtRED BY MANUFACTURER. NEW RESIDENCE FOR MARK HARDIE PLANK - _-- - - - --- - 7. SAFETY GLAZING ISO TO CONFORM TO IBC R308.REFER TO ELEVATIONS — SIDING BEVELED 6x6woo0 FOR LOCATIONS. AND DIANE CHURCHMAN --- - 1IL POST ITYPI 0 STONE 130 NE TIGER LAKE RD W -- - 'tot - of BELFAIR,WA -- • _ RNDNc GARAGE&MAIN 535 1 __ ____ A -. : ADDRESS FLR SF 533 I _ _ --' L___________________________________________ _533____j ___ J .r- DECKING 532 530 WEST ELEVATION )v DRAWN ETY SCALE: 1/4'-1'-0' CHECKED 525 SCALE ISSUE DATES 3/22/2021 PERMIT SET _ A REVISIONS SS FLtA I I I I I I I I &11/17/2022 REVISON 1 - I I 1 I I PLATE—_____, — STANDING SEAM METAL ROOF I BOARD&BATTEN SIDING i — I 03 p IT, 12 6� 117 --- BONUS RM SF 1.4 TRIM . STONE CAP- -.. . / \.. .. — PROVIDE PRO PER — - - _ ig DRAWING INDIX FLASHING --- 113 711 ' 104 110 118 SIDINGEBPEL K E— ELED °' ELEVATIONS 1 GARAGE&MAIN POST ITYPI CHIN CERTIFICATION GRADE DETERMI♦LU PER CON TRACTOR 530 -S ----------------- CRAWLSPACE ACCESS 525 EAST ELEVATION - SCALE: 1W-1-4r i i i 1 i t i j i i i I I I I I I I j I I I I I I I I I I j I I I I I I I I I I j I j I I I I I I I I j I I I I I i I i i i i I I I I I I I I I I I I I I ---------- ---------- .._._._._._._._._ IijIIIIIIiIii III�IIIIIIIIIIi�IIIIII�i - ---------c�-al-�--- � ��II�IIIIIIII _-_-_-_-_-----------�IiIIIjIIIIIIII ------ I 10/12 10/12— ------ - - - - -IIII�IIIIIIII ......... - _---- --------------_-----_ _ _ _ _____ __ N 0I ................... ________ - - - - - - - - - - - — 6/12 2 I II II I II II I i 11 i i 6/12 M.1 i I I RIDGE VENT I I II I I I II II I I II II I j II III I II II I I II I I I II II I I I I II II I I I I rj `i I j I�IiI IIII NM�I IIiIIII /12 iItI�III m ► IIIIjI IIIIj ----------v1 0/1--2-r 1+0--. ------ --r--�--- ---- ' I- - - - - - - 6�12 - � ----------------- Li a- - - - ------J I�Ii�IIIIIIt -------------�iIIIiIIIIII _-.-.-_-._--.- _ _ _ _ _ 1 12 j L2'CONT.EAVE VENTS V I I L J I I I ALL ARpyNEi — —�—� �—��—� � _. .------- .--- .i_._._._._._.i_._._._._._._. 7 II I� N I I -._._.............. rII - ��- - - - - - - - - - - - - - - 'lI' ......- -I- - - - - -I- - s . I'._._. ._ .Tr——_____-__,T- _. :_. II I co STANDING SEAVA .i .i I I I I I I I I METAL ROOF I I I II I I I I II I I I I II CN I I CN I I N I I I I I I II II II II I I I I II I I I I II I _ I I I II II II II I I I I II II II II I I I I I I I RIDGE VENT I I I I I I I I I I I I I� II II II I I I I II II II I I I I _._._._....... II�II�II� 1 Ml J_._._._._._._ �IIIII�I 1 ��IIIiIII� ................ _ IIII_._._._ ........IIII_._._._._._IIII _._._._._._._-- �J _._._._._._._._._._. +ILj_-_-- _ -------------------- ---�j�lI . ._._._.__ II II_.-------.---._.iII---._.------ II_._._ --------- I I I I I I I I I I I I I I I I I I I I I m: 664 ROOF PLAN NOTES ROOF VENTILATION 1. REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION. -REQUIRED VENT AREA 151/300 OF ENCLOSED ATTIC AREA 40%WN.TO 50%MAX.OF 2. REFER TO SPECIFICATIONS FOR ADDITIONAL MATERIALS INFORMATION. REQUIRED ROOF VENTILATION TO BE INSTALLEDAT UPPER PORTION OF ATTIC, 3. D.S.-DOWNSPOUT TO STORMWATER DRAINAGE SYSTEM. THE REMAINING REQUIRED VENTING TO BE INSTALLED AT EAVES.VENTING AT 4. ROOF VENTILATION-SEE DETAILS. UPPER PORTION TO BE INSTALLED WITHIN 36'OF THE HIGH POINT OF THE ATTIC. -ALL VENTING TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. ASSEMBLY NOTES _NET FREE VENT AREAS: REFER TO CONSTRUCTION ASSEMBLY SCHEDULE ON A4.1 BIRD BLOCKING(3-2'DIA HOLES): R1 TYP. ROOF CONSTRUCTION ROOF TO WALL VENT('CORAVENT ROOF-2-WALU: RIDGE VENT('COR-A-VENT'V600): -HOUSEROOF- ROOF AREA: 1817 S.F. REQUIRED VENTING AREA 1817 S.F./300-6.05 S.F. 50%OF REQUIRED AREA 6.05 S.F.X 50%-3.03 S.F. BIRD BLOCKING: 3.03I.05-61 MIN. RIDGE VENT: 3.03l.14-21.6 LT MIN. ROOF PLAN SCALF. 1W-1'0" I a O S 3 y Z 6 �seg33g41s� Z N N Y m ? O a p C vn -< T C B a g9 tl O N m ICI I I I ICI I I I I I I I I I I I I I I I I I loll I ICI I� Izl 15I r I I I SS FLUE I I I I I I I I I I I I I I I I I I I A ' a3 AY\/O LZ ARCHITECT,LLC 206-355-1263 jayvolz@comcasLnet 72 BOARD d BATTEN SIDING STANDING SEAM META&ROOF 6 lttt �B nalM y hbaa r•M1 t o mII HenGnesv fmnYoe r NlmleM ppam.oplre o.drwprot aeL«rt& 12 yf«s M1 6y V,l ay 72 a :« i o, t :t -tbmt�emowe mofrM1 NvitMc:3 —NU—S—MSF e IIh pppw ieoc«n nee — --- PROJECT 61\6 WOOD — ---- — — POSTITIM c_ - NEW RESIDENCE FOR MARK �� HARDIEPLwK IDING B ELED AND DIANE CHURCHMAN SEV STONE CAP. - PROVIIN PROPER FIASFID' 130 NE TIGER LAKE RD W WOODCOLUMN BELFAIR,WA _ ON WOOD FRAMED BASE WE THINSET STONE VENEER ...... ........ ___ -__-._.__ I 535 ADDRESS ---------- GARAGE SF 533 NORTH ELEVATION ELEVATION - 530 SCALE 114-1'-0' ------ lV DRAWN BY iv CHECKED I I ---------L-1`------ SCALE 525 ISSUE DATES 3/22/2021 - PERMIT SET — REVISIONS SS RUE 011/17/2022 REVISON 1 T 1 Y 3 GABLE VENT PLATE I 2 7 i 6 STANDING SEAM METAL ROOF BOARD 8 BATTEN SIDING 12 I I BONUS RM SF ', -----PLATE —._—......."_ 6 WOOD POST ffYP HARDIE PLWK -- _ _. �. _ �. SIDING BEVELED �=.s. ,.y� — - DRAWING INDEX ^ STONE CAP- RAILING — o+ PROVIDE PROPER 102 _."_ _- .......... - - ELEVATIONS FLASHING — GARAGE&MAIN FLR SF 533 --� -- l -- CERTIFICATION 532 ------- — 525 C.9 C.8 C.3 I B.8 B n t O n n 1 7) TRUSS PER I 1 I TRU55 PER I I I FP FLUE I I I I RIDGE I STRUCTURAL I I I I STRUCTURAL R, 3 2 RI ; i AY\,/OLZ ARCHITECT,LLC 10 rric 206-355-1263 1 -- jayvolz@comcastnet I BONUS =� ,z ROOM RI TM..ma.m1•.,. tn.m.m.nd a• . a 1n q prt,p•rry a fe• __ i' _____________ --------___________ ___________ ___________ ___________ ________ a x •n fM far•niM R1 pa.•sn o anar wti•as�rot•,ebm mn CATHEDRAL I 1 R, ,z names w•a M aawn.m H CEILING ! �6 BONUS RM SF o u�m opprwr aamP•,� -m a. PLATE ! —_ PLATE a2nn.a. 4X8 WOOD GLB PER L -� 5/8•TYPE T FIRE RATED--' PROJECT BOX BEAMS, STRUCTURAL �-� TYP GYP.BO ON GARAGE NEW RESIDENCE FOR MARK -� CEILING&ONE LAYER OF KITCHEN GREAT L-1112 ON GARAGE WALL oggD1 AND DIANE CHURCHMAN BED DOM ROOM I _ 2-CAR `-L - 130 NE TIGER LAKE RD W i� GARAGE �-L BELFAIR,WA _ &MAIN --_=-_—' FP GARAGE _ GARAGE&MAIN ADDRESS-� FLR SF 533 F'- --- - ---- FUR SF 533 FI F2 47 7 34 1 1 is CRAWLSPACE is 2'RIGID INSULATION- CRAWL- SPACE — SECTION BB iv DRAWN BY CHECKED SECTION CC SCALE 1/4"-V0 ISSUE DATES 3/zvzozl PERMIT SET CONSTRUCTION REVISIONS Q Q Q Q Q Q Y Q ASSEMBLY SCHEDULE p11/17/2022 REVISONI i i I i i i i i ROOF CONSTRUCTION — UPPER TRU55 PER R1 I I I R, I I I I I STRUCTURAL — • ROOFING PER ELEVATIONS,INSTALL ALL REQUIRED SUBSTRATES,UNDERLAYMENT,AND I UNDERFRAMIN 12 FLASHING 6 • UNDERLAYMENT AS RECOMMENDED BY ROOFING MANUFACTURER. R7 PER STRUCTURAL • ROOF SHEATHING,PER STRUCTURAL M — • ROOF FRAMING PER ROOF FRAIING PLAN __—_-PLATE S • INSULATE PER INSULATION SCHEDULE SHEET A0.1 • NEW 518•GYPSUM WALL BOARD CEILING,FINISH PER SCHEDULE ©EXTERIOR WALL CONSTRUCTION ATTIC • SIDING,AS NOTED ON ELEVATIONS. • INSTALL ALL REQUIRED SUBSTRATES,WATERPROOFING,SEALANTS,ACCESSORIES,ETC AS =� REQUIRED BY MANUFACTURER. THEDRA — • BENJAMIN OBDYKE HYDROGAP HOUSEWRAP,INSTALL PER MANUFACTURER'S EILING INSTRUCTIONS. _ CATHEDRAL — • WALL SHEATHING PER STRUCTURAL.VERIFY W/SIDING MFR.FOR ANY ADDITIONAL BONUS RM SF CEILING REQUIREMENTS. • 2x6 WALL STUDS 016'O.C.AT EXTERIOR,W/DOUBLE TOP PL SINGLE BOT PL IP.T.®SLAB PLATE ON GRADO,U.N.O.ON PLANS,BALLOON FRAME ALL WALLS,2x FIRE BLOCKING 010'O.C., --—- ---- 4X8 WOOD _ _ BOX BEAMS, MIN. — .............. .....—_-. • INSULATE PER INSULATION SCHEDULE,SHEET A0.1 4 ( __ GLB PER TYR GLB PER _ • 1/2'GYPSUM WALL BOARD AT INTERIOR,UN.O.,FINISH PER SCHEDULE. V i STRUCTURAL STRUCTURAL ® TI INTERIOR "'___` ENTRY KITCHEN DINETTE COVERED DRAWING IRDIX • 1/2"GYPSUM WALL BOARD EACH SIDE,U.N.O.FINISHES PER SCHEDULE I DECK — • 2A WALL STUDS 016'D.C.,W/DOUBLE TOP FL,SINGLE BOT PL IP.T.®SLAB ON GRADE) I BUILDING SECTION U.N.O.ON PUNS m DETAILS/CONSTRUCTION • SOUND BATT INSULATION PER PUNS • WALL SHEATHING PER SHFARWALL SCHEDULE - — GARAGE&MAIN *SLAB FLOOR CONSTRUCTION __ FLR Si 533 Pz ASSEMBLY SCHEDULE — • 4'THICK CONCRETE SLAB-REINFORCING PER STRUCTURAL _ • CONTINUOUS R-10 RIGID INSULATION UNDER SLAB®CONDITIONED SPACES • 6 MIL VAPOR BARRIER 532 5TEPSPER Y CERTIFICATKR4 • GRAVEL BED,PER STRUCTURAL GRADE FILL PER STRUCTURAL CRAWLSPACE 530 F2 FRAMED FLOOR CONSTRUCTION • FINISH FLOOR PER SCHEDULE. .r • 5UBFLOOR,GLUED AND NAILED,PER STRUCTURAL • FLOOR JOISTS PER STRUCTURAL. • BEAMS,POSTS,AND HERS PER STRUCTURAL 3"RAT SUB • AT FLOOR SEPARATING CONDITIONED FROM UNCONDITIONED SPACES-INSULATE PER - — INSULATION SCHEDULE,SHEET A0.1 SECTION AA — 1/4"_V-0" — 4'-0" j 3 6' �? I I 14'-5. 23'-1" � I � 12'6" I 6-0" I 18'-5" —I I I 19-1" STEPS 1 I I 1 I I I I I 1 1 I I I GRADEER I I I I I I I I I 1 I I I J I I I I I RAILING I ON — — — — — — — — -'- - -'- - - --- I - - - - - - - - - - - RAUNc I I I COVERED /A I RuuNc BEAM PER STRL, I I I I I I DECK I I TYP ! v 118 I � I I � � e•s n•n i � I 11 E�nT 119 I 1 118 I 1 II 110 104 111 I Q I I_ - - _ _^ _ _ _ _ _ _ _-iII_ _ _ DINTE IW CATHEDRALILING lie 4'-VMASTER :1E1'LRT1DGBEDROOM 7'-9 1I1 q - I wool) 113 7 I SOUND W2 7 I— —IT I I(KITCHEN I I I I (I I I I I m 114 CATHEDRAL I I I1 II GREAT II I II q Y-5' I I CEILING I I ROOM I I J'-111/2' 6'-111/2' I I DISH. 11 I 1I I1 CATHEDRAL 1I T I C w, w2 SOUN I I !II I I I I I CEILING IN SD SHOWER FL � o I -4 1— A-14- — - — ---I-I O I I^' { 113 PROPANE O I I PROPN�[ 4 FLUSH W/BATHROOM F I „4 I I OOD W' 1 II > I I I I I I I I°R PLACE W/ I CONTROL BATH I I I ✓{J Imo-. I/TH""STONE 1 L'+ #1 I 1 i1 I BOX BEAMS 1 1,Y BOX��"�(VENEER T-5 1/L" I I 111 I Q RA N nFAb 104 SD! VCO I I I I I I I I I 4 I E.F. '' �• OVEN I I I BEAM PER STRL I I I I I I m 115 I I ry 4'-5 12" 1 r„ I I O Wl SOUND — — — — — — 11 — I— - - - _ - _ `/ n 2X6 WAIL i INSUL. _ _.-._._._......._._. µ, 112 w'2 2x6 SD/• PANTRY 2X6 W2 2 4 CO HALL CO• Ts REF. `_? wl WOOD 2 ----Roo a sHELE_-- ENTRY 1 I I 8'-10' 3'43'u+ 5'-S' 3'-1" 105 SID v �I ,.I I ry 1 117 o 1 tF zk! i I NI wALK4N I loe SOUND o6 109 m E.F.,WHOLE HOUSE o I I= INSUL. 10 3 1, 12 VENT FAN,INT�.I" I O i I b 5'-2' 6'-10" 101 1 INTERMITTENT VPERATION 120 CFM.SEE VENTING NOTES ON Al.1 i I I �1�' T�INSUL. D =11 MINI SPLIT BATHCOMPRESS 4i2 SOUND� 2'6" 3'-2" Y-10" c N INSUL. OFFICE COVERED wOOD DECKI O I RAILING w O § nNE M DROOM 11 192 I p l I woo '- m 9 03 sw ry D � -70 - - - - - - - � - - - J..._._ 8.3 1 110 K 102 0 i -.'�—.——._.I_.------- .-.' I I I 1 -I=1 BENCH( 03 _ I ELF 1 I .......... ... .� UP CURRIES _ _ _ - -'-'-'-EDGEOF I T 1 T I 1 CONCRETE 1 3/8"10 D CORE WOOD N IN UL I I ` J R` STEPS PER W2%u SUPPORTEDI I SLAB I V LMFSINU. LED DOOR W! — — GRADE — _ II_._.�._. ._._._._._._. I'I-.— —,—I '-BIEA. _ ......_i...... _ _ _._._ -._._ _._ gt �BONU$ROOM ABOVE I I 1 1 I `/ I 4'-0 e'-r 7'd" I I I I 5/8"TY1 W FIRE RATED GYP.BD. _ ON GE CEILING&ONE DYER I I I I I 1 OF I " N GARAGE WALL 11 I I I 1 ----I 21 GARAGE I 4 I I I I 4' ONCRELE SLAB SL D TO DOORS COMP D GRANULAR FILL — J GAS W. . NOINSUL I I Q I I I I NO INSUL. 1 i i i i i 1 Ii i i i i 1 16 1 4 i i i i I I I I I 1 I I I I I I I I I I II I I I I BONUS ROOM ABOVE 11 I 1 I I it i i i i NOIN5UL. WI q —.—._._._.—.—.— — — L— — -0 _ _ _ _ _ _ _ _ _._.—._.—._._._.I_.—._._._._._._.I_._._._._.—.I._.—'—'— ,o I x 0 12'-2" * 171 �X I 1 24 " I L 1 I 30'-0' I I I 6'-0' I I 1 I l 60'-0' I I I I I J m C.9 C.8 C.3 8.8 bA PLAN NOTES LEGEND ASSEMBLY NOTES 1. DIMENSION NOTES: U-SMOKE 110V.HARDWIRED.INTERCONNECT SMOKE DETECTOR, REFER TO CONSTRUCTION ASSEMBLY SCHEDULE ON A4.1 A. DIMENSIONS TO WALLS ARE TO FACE OF PLYWOOD,U.N.O. S.D.110 V.HARDWIRED.INTERCONNECT BATTERY BACKUP.TO BE LISTED IN REFER TO PUNS FOR ADDITIONAL MARKS B. DIMENSIONS TO WINDOWS ARE NOMINAL OPENINGS,U.N.O.VERIFY R.O.W/MFR. ACCORDANCE WITH 1217,AND INSTALLED IN ACCORDANCE WITH NFPA THESE ASSEMBLIES APPLY TO THIS FLOOR C. DIMENSIONS TO DOOR ARE ROUGH OPENINGS,U.N.O. 72. D.DOORS LOCATED ADJACENT TO A PERPENDICULAR WALL ARE TO BE INSTALLED 3"FROM THE WALL ©1 ALL EXTERIOR WALLS,EXCEPT WHERE NOTED TO THE ROUGH OPENING. @ CARBON MONOXIDE ALARM.TO BE USTED AS COMPLYING WITH UL 2034, OTHERWISE E. WINDOWS AND DOORS AT WALLS WITHOUT DIMENSIONS THAT APPER TO BE CENTERED IN THE CO AND INSTALLED IN ACCORDANCE WITH THE IRC AND MANUFACTURERS ROOM OR ON THE WALL ME CENTERED. INSTRUCTIONS. ®ALL INTERIOR WALLS,EXCEPT WHERE NOTED 2. INSULATE ALL ALL ASSEMBLIES BETWEEN CONDITIONED AND UNCONDITIONED SPACES PER INSULATION OTHERWISE SCHEDULE. G EXHAUST FAN,INTERMITTENTLY OPERATED,SWITCH CONTROLLED,ALL 3. GUARDRAILS TO BE+36"MN.ABOVE FLOOR,LANDING,DECK,OR NOSING.BALUSTRADES AT E.F.EXHAUST FANS&VENTS TO BE EXHAUSTED TO THE EXTERIOR. F1 TYP.SLAB FLOOR CONSTRUCTION GUARDRAILS SPACED SO THAT A 4"DIA SPHERE CAN NOT PASS. BATHROOMS,TOILET ROOMS,LAUNDRY AREAS:50 CM MN.KITCHEN:100 4. HANDRALSTO BE CONTINUOUS,+34'TO+38'ABOVE STAR NOSING AND LANDINGS.HAJDRAILTO CM MIN. O TYP.FRAMED FLOOR CONSTRUCTION BE 1-1/2'DIA.,MOUNTED TO MAINTAIN 1-1/2'GEAR BETWEEN HANDRAIL AND WALL OR GUARDRAIL. RETURN HANDRAIL ENDS INTO ADJACENT WALLS OR NEWEL POSTS. 5. REFER TO SPECIFICATIONS FOR ADDITIONAL MATERIALS AND REQUIREMENTS. 6. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. MAIN LEVEL 11941 Sq ft. MAIN LEVEL FLOOR PLANIiCOV.RA DECK 988Sgft. SCALE: 1/4"-V " Z S N D Zo 'g��Sa N D n m g A i "q �a ' z ( N o n 0 832exygq �wm s� I p0 I I I I I51 RS I I I mn M. � I ( I I I T/ I ICI 1?70 K •3o; 3;g I 0 N i i 1 i i I i i I i i i i i i i t i i I i i I I i I i i I I I I I I I I I I I I I I I I I i � - -- - -.- - - - -- - - I - - - - ❑ I q i �. ._._._._. i i I i — — — — — — — — — — — — — ! - - - I -- - - - - - - - - i I I I I I I I I I 1 I I I 1 I I I I I I I I _._._._.— I I 3 I I IIT- i i ( i I I i I i I i i I i i I ' I I i I i I i i I i i I i I I � I II °_._._.-.- i I i I I i I I I I I i i I i I i I ; i I i - - - - - I — — — -.—.—.—.—.—.—..._._. .I 4'-0" 2o'-0' I I I I 13'6In" 6'- 1/2" — — — — — — — — — -L — —I i ❑ i --. .—.—._._.—.— —._._.—._._i_ _ _ _ _ _ _ — w1 03 I I I I I wi DORMER - - - - - — - - - - — - - - -i- - - - - - - - -I- - - - - — — — � - - - - -� - - - - - s I I I I I q INSU1 w' STOR I I I I I I I I I I I I zo3 I I I I BONUS I I I ROOM § N D I CATHEDRAL CEILING 8 ��uz I II II II II I I I I I DN _ _ _ _ _ I I I I 4 2 0 2 - - - - - - 0 4 4 - I I I 1 MINLSPLIT POST®EACH T-0"HIGH WALL PND I I I I zoz 7 zOT I I I I I I I I I I 9` STOR W1 INSUL iNSUL 2 STOR I I I I I I I I I .......... .— .......... I I ...... W1 DORMER o1 I I I I I I II I I I I I I I I 24'-0" I I I I I l I I I I I PLAN NOTES LEGEND ASSEMBLY NOTES 1. DIMEN N NOTES: T SMOKE DETECTOR,110 V.HARDWIRED.INTERCONNECT SMOKE DETECTOR, REFER TO CONSTRUCTION ASSEMBLY SCHEDULE ON A4.1 A DIMENSIONS TO WALLS ARE TO FACE OF PLYWOOD,U.N.O. S.D.110 V.HARDWIRED.INTERCONNECT BATTERY BACKUP.TO BE LISTED IN REFER TO PLANS FOR ADDITIONAL MARKS B. DIMENSIONS TO WINDOWS ARE NOMINAL OPENINGS,U.N.O.VERIFY R.O.W/MFR. ACCORDANCE WITH UL 217,AND INSTALLED IN ACCORDANCE WITH NFPA THESE ASSEMBLIES APPLY TO THIS FLOOR C DIMENSIONS TO DOOR ARE ROUGH OPENINGS,U.N.O. 72. D.DOORS LOCATED ADJACENT TO A PERPENDICULAR WALL ARE TO BE INSTALLED 3-FROM THE WALL ©1 ALL EXTERIOR WALLS,EXCEPT WHERE NOTED TO THE ROUGH OPENING. O• CARBON MONOXIDE ALARM.TO BE LISTED AS COMPLYING WITH UL 2034, OTHERWISE E. WINDOWS AND DOORS AT WALLS WITHOUT DIMENSIONS THAT APPER TO BE CENTERED IN THE CO AND INSTALLED IN ACCORDANCE WITH THE IRC AND MANUFACTURER'S ROOM OR ON THE WALL ARE CENTERED. INSTRUCTIONS. ®ALL INTERIOR WALLS,EXCEPT WHERE NOTED 2. INSULATE ALL ALL ASSEMBLIES BETWEEN CONDITIONED AND UNCONDITIONED SPACES PER INSULATION OTHERWISE SCHEDULE. C EXHAUST FAN,INTERMITTENTLY OPERATED,SWITCH CONTROLLED,ALL 3. GUARDRAILS TO BE+36"MIN.ABOVE FLOOR,LANDING,DECK,OR NOSING.BALUSTRADES AT E.F.EXHAUST FANS h VENTS TO BE EXHAUSTED TO THE EXTERIOR. O TYP. FRAMED FLOOR CONSTRUCTION GUARDRAILS SPACED 50 THAT A 4'DIA SPHERE CAN NOT PASS. BATHROOMS,TOILET ROOMS,LAUNDRY AREAS.50 CFM MIN.KITCHEN:100 4. HANDRAILS TO BE CONTINUOUS,♦34•TO 438"ABOVE STAIR NOSING AND LANDINGS.HANDRAIL TO CFM MIN. BE 1.1/2"DJA.,MOUNTED TO MAINTAIN 1.1/2'CLEAR BETWEEN HANDRAIL AND WALL OR GUARDRAIL RETURN HANDRAIL ENDS INTO ADJACENT WALLS OR NEWEL POSTS. 5. REFER TO SPECIFICATIONS FOR ADDITIONAL MATERIALS AND REQUIREMENTS. 6. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. BONUS ROOM FLOOR PLAN BONUS ROOM 584sgh. SCALE: VJ"-1 0 ss I OZ ` "', Y Z O o�SIT z N m R"s ,d �Q'> O N i G n m S 0D A 3�4p mow() m _ rT °�•a'W3 _ vi ICI I I I ICI I I I I I I I I I I I I I I I I ICI I ICI I I i 1 1 l lZI 1� l �6q5�: