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HomeMy WebLinkAboutBLD2010-00061 Final SFR - BLD Permit / Conditions - 2/3/2011 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 Ir Shelton,WA 98584 flo RESIDENTIAL BUILDING PERMIT BLD2010-00061 OWNER: DALE LEFAVE RECEIVED: 2/2/2010 CONTRACTOR: LICENSE: EXP: ISSUED: 6/15/2010 SITE ADDRESS: 1910 NE HAVEN WY TAHUYA EXPIRES: 12/15/2010 PARCEL NUMBER: 223305000390 LEGAL DESCRIPTION: HAVEN LAKE TR. 390 PROJECT DESCRIPTION: DIRECTIONS TO SITE: NEW SFR ST RT 3 TO BELFAIR, L ON ST RT 300/NORTH SHORE RD, R ON BELFAIR TAHUYA RD, FOLLOW TO HAVEN WY TO SITE ADDRESS ON THE RIGHT SIDE General Information Construction&Occupancy Information Square Footage Information No. of Bedrooms: 3 Type of Constr.: VB Type of Use: SF Insp.Area: No. of Bathrooms: 3 Occ. Group: R-3/U Lot Size: Deck: Type of Work: NEW Fire Dist.: No. of Stories: 1 Occ. Load: Building:2,066 Garage-Attached 791 Valuation: Building Height: 24 Occ. Status: Primary Basement: COV PORCH 134 Manufactured Home Information Setback Information Shoreline S Planning Information Make: Length: Ft. Front: S 81.0 Ft. Shoreline: Ft. Water Body: Rear: N 103.0 Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: E 7.5 Ft. Shoreline Desig.: Not Applicable Year: Serial No.: Side 2: W 7.5 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 1 Plan Check Fee GMM 2/2/2010 $1,137.34 S12010000 Hosebibs 2 Ventilation Fan 4 Address Fee GMM 2/2/2010 $173.50 S12010000 Kitchen Sink 1 Woodstove 1 Planning Review Fee GMM 2/2/2010 $205.00 S12010000 Laundry Tray 1 Dryer Vent 1 Building State Fee LDK 4/13/2010 $4.50 S12010000 Lavatories 4 Building Permit Fee LDK 4/13/2010 $1,766.55 S12010000 Showers 1 Mechanical Permit Fee LDK 4/13/2010 $131.20 S12010000 Water Closets (Toilets) 3 Mechanical Base Fee LDK 4/13/2010 $28.50 S12010000 Water Heaters 1 Plumbing Permit Fee LDK 4/13/2010 $128.00 S12010000 Bath Tubs 1 Plumbing Base Fee LDK 4/13/2010 $24.70 S12010000 Clothes Washer 1 EH Plan Review KKK 4/13/2010 $103.00 S62010000 Water Adequacy Plan Review KKK 4/13/2010 $103.00 S62010000 Total $3,805.29 BLD2010-00061 Please refer to the following pages for conditions of this permit. 1 of 5 CASE NOTES FOR B LD2010-00061 CONDITIONS FOR BLD2010-00061 1) Approv dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 2) Temporary erosion control measures must be implemented to prevent water quail"gradation of adjacent waters or properties. Silt fencing must be installed and maintained until upland vegetation has become established. X 3) A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. "NOTE if Stormwater Management option "A" was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractoMknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. X 4) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your "Appr a te Plan" to ensure these structures are shown and meet the setback conditions listed. X i 5) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800, 4 -0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X ti 6) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building DeRm"t prior to any further inspections being performed or approvals granted. X 7) Own e,��went is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X 1 BLD2010-00061 Please refer to the following pages for conditions of this permit. 2 of 5 8) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal ap oved documents will result in failure of required building inspections. X 6 9) All slabs within the heated space shall be insulated t_o minimum R-10 for at least 24". Monolithic slabs shall be insulated around the perimeter from the top of the slab to the bottom of the footing X 1 10) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X 12Q 11) The"approved" site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved" site plan is not on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Buildi� partment prior to any further inspections being performed or approvals granted. X 12) Washington State Energy Code Compliance has been approved using the following: Heat Type: Electric or other fuels, Compliance Method: Prescriptive option IV, Window(Max U-Factor):0.35, Skylight(Max U-Factor):0.58, Doors (Type/Max U-Factor):0.20 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38, Vault Insulation R-38 (see exception), Slab Insulation R-10. Exception: R-30 insulation may be installed, up to 500 sq. ft., in single rafter or joist vaulted ceilings where the distance of the top of the ceiling and the undersideof the roof sheathing is less than 12-inches and there is 1-inch vented airspace above the insulation. X Z, 13) Per IRC - SECTION R905 - REQUIREMENTS FOR ROOF COVERINGS- R905.1 Roof covering application. Roof coverings shall be applied in acco niwith the applicable provisions of this section and the manufacturer's installation instructions. X 14) In buildings of unusually tight construction, fuel-burning appliances (excluding cooking appliances and domestic clothes dryers) shall obtain combustion air frorside in accordance with the international codes. X �_ 15) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. A. Drainfield/Reserve requires a 10ft setback from all footing/foundations. B. Septic tank(s) requires 5ft setback from all footing/foundations. C. Norfoypdation drains within 30ft, down gradient of drainfield/reserve area. X 16) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). X DIQ BLD2010-00061 Please referto the following pages for conditions of this permit. 3 of 5 17) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150' from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roa � nnect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X 101—'!�. 18) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour) will be X arg .shall be collected by the Building Department prior to any further inspections being performed or approvals granted. 19) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in perrr�eation. X ���, 20) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project.X D}(�� 21) PlaceX f structure must comply with standards set forth per the international codes regarding descending and/or ascending slopes. X 22) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinaM regulation, must be reviewed and approved by Mason County prior to construction. X 23) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector sly,-&Il be made prior to requesting additional inspections. X V 24) All property lines shall be clearly identified at the time of foundation inspection. X Q 25) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason nutty ordinances and building regulations. X BLD2010-00061 Please refer to the following pages for conditions of this permit. 4 of 5 26) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder revented action from being taken. No more than one extension may be granted. X 27) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, con n t , and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X 28) Retaining walls needed to support a surchM such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retainingwall. X 29) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan" to ensure these structures meet the setback conditions listed. X 2,z 30) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR R �AY. X lr, This permit becomes null and void if work orconstruction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of work is by means of a progress inspection.The owner or the agent on the owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and struc a eview and inspection. OWNER OR AGENT: DATE: to — — /C) BLD2010-00061 Please referto the following pages for conditions of this permit. 5 of 5 co CONCRETE MECHANICAL MANUFACTURED HOME M C) -n o Footings !Setbacks Date By Ribbons > Gas Piping < 0 Interior Date By Interior-Date By ()ate By rTl 0 0) Extef*r Date ,ie. BY Exterior-Date By Set-up 0 INSULATION_ > Point Load/Isolated Footings Date By r— BG I SLAB INSULATION M Date By Data By FIRE DEPARTMENT Foundation Walls Floors Date By Date Data By 7 By DECKS FRAMING Walls IC2 y Date By Date / '1 —0 By Data PROPANE TANKS PLUMBING Vault 11, Data By Date By OTHER Groundvwork Attic Type Date By Date By Date 13Y O.W.V DRYWALL Type. Int.Brace Wall Date By Dale By Date By FINAL INSPECTIONr 0 Water Lino I Fire Separation CD Date By Date By Date 2 3 ( L CD Pass or Request I nspect. 6Q Type of Insp. Fail Date Date Dane By Comments C� =r CD (D 2-1/ —Ile 0 W.4-LL CD CD F11 IL_Z17-/0 6 L1 'L Cf-- Vj&t;41' I :3 En yGGS zn J/ CD 0 RECEIVED PLANNING: FEB 022010 ALL SETBACKS ARE MEASURED FROM THE FURTHEST 426 W. CEDAR ST. PROJECTION OF THE BUILDING K PLANNING APPROVED MASON COUNTY DCD PLANNING ® F- SITE PLAN REQUIRED TO BF ON Sl i E CHANGES SUBJECT TO APPROVAL ,ScP�lc. ks By I � •—Date - 51� i 11 Sc -r. � J i ,r -V 4 i� sll z00m IE60 ON sOrl ET ;;I ins OTOZ/TT/SO i Loa' O w - QED MC PJ IRl 9 itiN "iH 03 -� w • 10 eV 7►y CW r h F Z0/Z0 39dd TLST AVM33dS GGGOGLZO9E 917:bT 0TOZ/TT/9O MASON COUNTY RESIDENTIAL PLANS SUBMITTAL CHECKLIST Owner's Name: L,£, if Date: Reviewed By: Documents: �lannuilding Permit Application Completed ✓Stormwater Checklis in Intake Checklist Completed, g p > Site plan includes:Allowable building area,roof angs,decks,etc. _Fire Apparatus Access Road info required? Yes o Energy Code Application Form- 0 Electric wall eater O Electric central furnace O LPG Furnace O Heat pump with electric furnace O Heat pump with LPG furnace O Boiler(heat type ) O Other: Specify: "Mechanical/Plum pplication-WATER HEATER FUEL TYPE/LOCATION 11''1 _Engineering? Ye /No Snow load: Seismic: U Stock Plan—appr snow load: Seismic: anu red Home —4 OOR PLAWN ounda on Type: ANS anufac a me od En ' eere noting/ un ion a n D : Covered? Uncovered over 4 x 6 and o 30"? onstruction plans required. Construction Plans: �'X3 COMPLETE SETS �� �lans Legible _Recognized Scale " Elevation Views _Cross Section tpundation Plan _Roof Framing Plan _Floor Plan- Use of rooms noted(all floors) ✓Floor Framing Plan -all floor levels including loft,crawlspace,etc. (<200 S.F. ??—stairs?) ryj Deele Framing Plan, Plan Details- _✓Roof framing details,truss lay-out may be needed (Hip and girder location shown) mp-0s, Troy '45 _ JM Wall Framing-Does bearing-wall height exceed 10'?(Engineering may be required) .✓Floor framing: Floor joists(size&spacing): >>c ID I loot, , Floor beams: X 10 Window headers. Typical header: yu 7_p!A-. C_ocLL_ ✓Foundation: footing size, reinforcement Gk, I'1O 'Concrete Walls-Does Concrete Wall Height EQ11 do 8'?(Engineering may be required, see details) Landings at all exits?Less than 30"above grad . Y N` heeJVLfD eated By Furnace-Location of Furnace Fuel type: Fireplace/Stove Information Shown-Fuel Type? U ei Location(s): _L,./OVindow Sizes Marked on Plans n Braced wall panels(shear walls)marked on plans or lateral engineering? --PA&4.JC:tA D t7 PW n Cam, ,(Engineering may be required) I"story of two story D1 —45%,D2—55% ENGINEERING REQUIRED Braced wall panels/brace wall lines are not marked on plans(R602.10) Amount and location of bracing does not meet minimum required in Table R602.10.1 DESIGN CRITERIA: All notes and details required as a result of the engineered analysis shall be transferred onto proposed building plans. Wind 85 MPH, Exposure B(unless proven otherwise). Seismic Zone: Snow___psf. IRREGULAR BUILDINGS R301.2.2.2.2 Irregular portions of structures shall be designed in accordance with accepted engineering practice. A portion of a building shall be considered to be irregular when one or more of the following conditions occur: 1)Exterior braced wall line or BWP cantilevered or offset by more than 4' 2)Roof or floor is not laterally supported on all edges 2A) Portion of roof or floor extend more than 6 ft. beyond the braced wall line. 3) End of BWP extends more than 1 ft. over an opening more than 8 ft in width below. 4)Opening in a floor or roof exceed the lesser of 12 ft. or 50%of the least floor or roof dimension. 5)Portions of floor level are offset vertically 6) Shear wall lines do not occur in two perpendicular directions. 7) When a story above grade is includes masonry or concrete construction(exc: fireplaces, chimneys, and veneer). When this applies the entire story shall be designed. In accordance with accepted engineering practice. H:\permit tech building checklist.doc Revised 11-29-2007 NameLAfZ Parcel# �,')9 D BLD# Zy 10 00L l —�� 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 2. '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 = --:5.T- X = Measurements for buildings are taken at the X _ perimeter of the farthest projections(example: `1 eaves/gutters) X = Driveways X = IOno 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) �'7 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 Stormwaler Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result ina 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.1 further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet, please read,acknowledge and sign the information provided on page 2 of 2. Page I of 2 Name Parcel# 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 VA 1 1y The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed ib 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/d rain field 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 property for review and inspection as may be require /, X Own Agent/Contractor(circle one)Date: �Q 0 Page 2 of 2 MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT WSEC/ VIAQ Compliance Application Owner: _ e_� QCk Tel hone:a15-q?y� Parcel#. 3 o03� I_0 r � KNew Residence ( )Addition ( ) Remodel Total Sq. Ft. i Eloor 2� floor: Heated Basement: of heated area:: ,SD Heating System Type: >(Electric wall heater O Electric Central Furnace O LPG Furnace O Heat Pump with electric furnace O Heat pump with gas furnace O Boiler, specify fuel type: "S Other: S ecif yt Glazing 0 Prescri tive Option see reverse side circle one: 1 II III Percentage: Compliance Method O Component Performance , Chapter 5— Calculation worksheets required Check one: % O Systems analysis, Chapter 4 Whole House Ventilation system 0 Whole House Ventilation using a Heat Ventilation using exhaust fans&window or wall fresh air System vents (VIAQ 303.4.1� Recovery Ventilation System (VIAQ 303.4.4) Check one O Whole House Ventilation Integrated 0 Whole House Ventilation using an inline with a Forced Air System (VIAQ 303.4.2) supply fan. VIAQ 303.4.3) Window & Door Schedule (If needed, attach an additional sheet) Total Manufacturer Room/location U-Factor Size Quantity Square Feet Windows: I ru chi cue '�-'► u y i C x-ACD 3 L4 ► lv a, X 2 13 a' ' `I t L-1 x LA Z 3 LQ.ur�dry X Lk ' 2 BAt-�i C�ui�}e �X 3 t t.0 Windows: Total Sq. ft. I,L' LD.q Doors: Doors: Total Sq. Ft q Total window and door area 1q, *Z Total window & door area /(divided by) total sq.ft of heated area %of glazing MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Permit Assistance Center SHELTON.(360) 427-9670 BELFAIR(360)275-4467 Elma (360)482-5269 FAx: (360) 427-7798 WEB SITE: www.co.mason.wa.us P.O. Box 186, SHELTON 98584 2003 Washington State Energy Code (WSEC) 2003 Ventilation and Indoor Air Quality Code (VIAQ) effective July 1, 2004 Code Compliance Application Form The following information will be required for the WSEC and VIAQ plan review: 1. Complete the Washington State Energy Code/ Ventilation and Indoor Air Quality Code (WSEC/VIAQ)application located on the reverse side. 2. Complete the window and door schedule on the reverse side. Include all windows, skylights, sliding glass doors, french doors and any door that is more than 50% glass. Use rough opening dimensions of the windows and doors. Information about the U-factor of the window will also help to expedite the energy code review. If you are complying with the WSEC by prescriptive path and are using the area weighted average method you must include your calculations. 3. On your building plans note the location and fuel type of water heater, location of exhaust fans (bathroom, laundry, kitchen, etc.) and R-factor of insulation proposed for walls, floors, ceilings and slabs, 4. Questions? Call Mason County Community Development at (360) 427-9670 ext. 284. Additional WSEC and VIAQ compliance information is available on the internet at: www.energy.wsu.edu/buildings/ Prescriptive Requirements °'for Group R Occupancy Climate Zone 1, Table 6-1 Glazing Glazing U-factor D Wall Wall Wall Door O tion Area %of Ceiling Vaulted Above interior' exterior Slab' p Floor „ s 2 Ceiling3 Grade below ' Below Floors on 10 Vertical Overhead FaCIOr 12 grade Grade Grade 1 12% .35 .58 .20 R-38 R-30 R-15 R-15 R-10 R-30 R-10 II* 15%* .40 .58 .20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 III Unlimited Single Family Res .40 .58 .20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 (R-3)Only *Reference Case/Call (360)427-9670 ext. 284 for footnote information. Log&solid timber wall with a min. avg.thickness of 3.5"are exempt from the above grade wall insulation requirements. f 9oN C0U MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Mason County Bldg. III, 426 West Cedar Street = PO Box 186, Shelton, WA 98584 I85d www.co.masonma.us Shelton(360)427-9670 Belfair(360)275-4467 Elma(360)482-5269 February 18, 2010 Dale and Tonya Lefave PO Box 1322 Belfair, WA 98528 Re Building Permit Number: BLD2010-00061 Dear Mr. &Mrs. Lefave, Thank you for submitting the building permit application referenced above. In order to complete the building department review additional information will be needed which is listed below. PLAN REVIEW REQUIREMENT COMMENTS: 1. The building plans submitted for the proposed dwelling with attached garage do not comply with the prescriptive requirements of the 2006 International Residential Code(IRC) Section R602.10 for the following reasons: a. Braced wall panels shall not exceed 25-ft on center and shall be installed such that braced wall panels are located in the transverse direction or such that one room does not exceed 900 sq. ft. Insufficient interior and exterior braced panels are marked on the plans. In addition the covered porch section, as proposed,meets the definition of an irregular building described in the 2006 International Residential Code(IRC), Section R301.2.2.2.2. Irregular portions of structures and those portions that do not comply with R602.10 shall be designed and constructed in accordance with accepted engineering practice. Please modify the structure to meet IRC requirements,Mason County approved alternate method for carports/covered porches, or arrange for a lateral design using the design criteria listed below. b. The project proposes attic storage trusses above the garage such that a room with at least 7-ft headroom height will be created. Referencing IRC Table 602.10 at least 55% of the braced wall line below the upper floor shall be braced in accordance to IRC Section R602.10. The building plans, as proposed, do not contain adequate wall bracing and would require that plans be modified to accommodate the required wall bracing or a lateral design shall be required. 2. The floor above the garage created by the attic storage trusses will create a room that will exceed 200 sq. ft. In this case a stairway installed in accordance to IRC Section R3I I shall be required. The Washington State Amendment to the Section R311.1 allows an alternate type stairway when the area being served is 200 sq. ft. or less. Please modify plans to show the location and framing details for the required stairway. In addition please provide a floor plan of the upper floor showing the use of space. 3. The building plans do not specify the proposed header(s)for all openings. Please identify typical header. In addition based upon information available to our office it appears that the proposed header for the 16-ft opening created at the covered porch and the 4"x10"floor beam in the crawl space is over spanned. Please identify an alternate member or provide design calculations for the members. The design calculations must be stamped and signed by a Washington State licensed design professional. f To complete an engineered analysis your design professional will need the following information: Snow load: 25 psf Wind load: 85 mph, exp`B"unless designated otherwise Seismic zone: D2 When you have compiled the requested information please submit it to the Mason County Building Department, attention D. Coker. Please respond to comments, in writing, in the order listed. Revisions,required as a result of this letter must be transferred onto proposed building plans. Where required, please return two sets of revised plans and documents along with two sets of calculations. If you have questions please contact me at(360)427-9670 ext. 510 or via e-mail at: dlc@co.mason.wa.us Sincerely, Coker Mason County Building Department Plans Examiner Word/BLD2010-00061,need information Encl: Carport/Covered porch details MASON COUNTY CARPORT/COVERED DECK DETAIL 1D1 HOTEL Ei4,°T. SID:e 3`?Fi17�. 'hAFTFR 6EAM GOLbM1i 511E N#R THEIRS'€Ol?1EG71ON '. ARE�/�5E©G1J�}IE fOL4C3Yfl?JCa Y�FR9xT.IQN tiEFAl FLAbHIi�Yb � � RQpF Sli7fr Tf�'L6ER NAIr iNb iCM9L 4;T R(30P 5tr& Ctd 01x* Roof GL or*-or(to nu won ROOF ASSEMBLY AT ALL d 6d'o4'OG 5Nc9Hl * ; per IRCIIBC requirements ������� SNOW LOADS>25#REQUIRE ALTERNATE RAFTER k7' - DIST iQ AND BEAM SIZING APPROPRIATE FOR LOADING. " ✓''� 2x8+ri►t(0- J 6D'e6'04 , � 7.144�f�FE tlfL�lZf fl�Jb'DISTTp BL-Dbl KLL K&djNG ST To ers O BIRD Mg1111 AT BEI,RULEr4 ratt�1FTEftE. DIET !:TO'EUILAlNB` &JM frrPl ,,1 ESvt6riz : . ' SEE .+�Gf ; S�JIS¢fR, �-r6'PeT .. J: Y 16'f7 3X G _ .'�•�(10 2:X I2 fSMbit 5i .b• P D15T T3:8 61 3c 24'W. .3 X 9 14 FG1�€C�L1P rAT t+JF RdIFER:: SIMf�C31't1�1Dk�,tt _ _ 51 t�2b �Xb t#�1fiT sm r MAM SIZES (VF#:2) . __ �Litz; ;oR, 2%kk BE,k>•1"mv.SEE'BEAM' L DISTAN2 TQ'evILDJlgS'EGbN: MlE7J�k P s:. 4 4. -Xb... I fiXb OR. t '!' T-7ls:6 4>X.b { e. „; Q' 46 4X'b 4X:fO 44- Nl f L 4 Xb: X fP 4 X Ib !o'I kX 04(1 P 4 M:rO 4 X 12 1Pi`46 60 r, TC3�p it5d. 4?t6(16 3b'R13FTD dCfii�) $><XM 81:iKl4 Z' L.t,1Y —'11'A31 SrAk �sADLE 1 ZTAL POST BA5E(6AVANIZED) L SIMPSON LCB44(4x4 COLLdW DISTANGt:SlPnO N L6846(4X6 COLllr41!OR TO 1SCt74. FOQTW6 t W GbLiKIIF(TYE) B:AM("I man 6'HLN L taii EUI�DtNS SLD��LMNI$tHj�5RDA3iAY IRaM B133G cat rlm lr#G Construction is limited to the 2-�4 FAKA1`�P}BOF3ATW ►v,awfArice To etas: specifications of This diagram including maximum AT& x� 10' post height maximum 10' beam span (post spacing). 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''tY�J`JtS.SCC.G'U`,1?`.tX-C '":::;,j`:.tc: '!`1.7'U"43"IY' '-CC7;Y„[Y:Y�.C.XU::="::^.7"`•iC^,:r.4::+5 :C,: ,7:`.'X;'u`1:1124:CL.'GQa?�1;. CCLC4ri:':U": 5'-9' 16' t,Cfrt.,Y,S..ri."U+7.1Y„ ':%:X` :. .' :.U�IJIXL�X4"..L`:r1.LCLL"•,.�.C,YS,.'Y 4"�Cr'+.Y - "J{. 4'V1.TY.'`L.'1'lS'A.YG�%XJ;{3VU'{+:u..:..Y{Y1.7�' 4..1"CT'rCr:G"{Y..1", .__..._ ..._ ;-u';riru;r.;:tYtRR....:.xtnilurcri:;r~7�;cc4rivSzueia'�tt�`xYcrzYrz.',:�:tti:Ytr;:�rY-Yr,-;.rcnruY..ci`c.,1.rcr.{rcrcr;Y.¢irr.;c?:ra:�^.:p1.'ulrcku`. .,1;cX{, ; •e � � �� � i`U"{YU'{rU'.{111V`.YCC 4 "':C,f7.L'XrJ.-..: ..;r.C$7;'L'.S,X`Y'- 1 CY {Y'4r{ri,Yh?XCIX�VC7'.{YU'"CYC. 'U:LrrtXY;YU$fU;[kU'.P""JY7'U.LrCY.45'.,Yl-"�.r4$rCn„YL:'.. r..J:� 'r.'i'u'r- .,ru",�' {r``x�n.�"ti. 6040%0 Bozo xo 2'6'NC COVERED PORCH I rN,s{r'4K.J7�'{r�;ru'{s .{[ ..r'{rcrUir{,:{r{nrr:Y{Y{Y{r{r,r{rc: u;'ra'u' c'raxruxictz�xrs�'{r{e.;:>:nc{r�rrat.�"rS'['' . n � 2'6' :, { � rU 4!rx xu rUk {ru u{r rr vur{Y YraYu{rxcsnzcnrur.,xrcruuYruzcccur o � r{ na{r{ r{r trt*{rt u U u s u Uxr .c u{n r{'USr{xr rr c x 18 x7 112 SO. Fi. NOOK ,e .91 ♦- i 3 Sc _..... DOOR O % MASTER BEDROOM 12'8�- x µ. 6 SGD ri FIREPLACE/ I 1 .xna sc N OR W000 STOVE CLOSET a 4. w/�RT/L RlE KN IXDF 9 6.B I I 18'.e'DOOR q• <D N HC DOOR / ..-. DOOR FRONT ELEVATION 2 6'HC o 'I KITo HEN a GREAT ROOM oaoa NOT TO SCALE h 0 30'RANGE 2 O.- do W/VENT OW I n - °nN J"�I't,-fir.,w ADGE rcxcx� xc 5x c _a { ..._.. ..- - _ :IDj _ o m < ��-X� � lv-+..;1•r�"''>��`..��4"+.v�iX.•..._'^�...7.r �_— 3'REF i Tv m i " H ::.. _... :: —_ _. .._ _._.. - _ "T.Y'.Y.YTX1,.:�GYA_".Yf.T,' 'C`Z-..'7..1"wU.G.'_'.0 "!_'T.• _C 7 U U . ....................._____. ..................... BBAATTIH{ - ....... No 1 r i 2'-5- 6' PANTRY CAB. �n< ODOORNC I— � %040 I I I %0 4040 R DOOR , ( m: ~ Dal 12`�4�x7'6�� o FAN DRYER WASHER J'SC •, 6DOORHC SC68 y in S. OF _ 15' 1 1• 1 4'-9' 0 DOOR LEFT ELEVATION DOOR wH $I m NOT TO SCALE ROOF CONSTRUCTION: 2 6 VAN. �a o riw I •I 'e INSTALL VENTS PER CODE FEN/OFFICE BEDROOM #3 - I WOOD TRUSSES: IRC SECTION R502.11 COMP. ROOFING W/VAPOR BARRIOR 12 ;� I rSTBA�TH 11 xt22 to'z'i4' WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH APPROVED 7/16'OS8 SHEATHING e I ENGINEERING PRACTICE. ENGINEERING DATA AND INSTULATION SPECIFICATIONS, MPG. TRUSSES 2' O.C. I— z'6-sc 1 3'S0 INCLUDING THE TYPE OF ROOFING TO BE USED, SHALL BE AVAILABLE ON SITE OPTIONAL VAULTED celuN MFG. TRUSSES ODOR DOOR - 6/12 PITCH, 2' OVERHANGS 11I'— AT FRAMING INSPECTION. OPTIONAL 1' OVERHANGS ON GABLE ENDS Jf--9' 4' 13' --1 srou sr�cc achcral¢rm woc ATTIC NSTALLCANS ACCESS EOPENING CTION 8NOT LESS THAN 22'x30' PROVIDE ATTIC ACCESS DOOR % 1 IN A READILY ACCESSABLE LOCATION. PER CODE ATTIC VENTILATION: IRC SECTION R806 7.1 J/ R-38 INSUL. 111 'O ENCLOSED ATTICS AND RAFTER SPACES SHALL HAVE CROSS VENTILATION. VENT BLOCK R-30 INSULATION VAULTED CEILING AREA 28'MFG.GIRDER TRUSS — 1 1 � FOR EACH SEPARATE SPACE, THE TOTAL NET FREE VENTOLATING AREA ! - sins,gpsa <+r,rc,xusgs> SHALL 8E NOT LESS THAN 1 TO 150 OF THE AREA OF THE SPACE VENTILATED. 5/8- GWB^CEILING ^✓ - 4050 xo / CONTINUOUS GUTTER/ EXTERIOR WALL CONSTRUCTION: WITH DOWNSPOUTS T1-11 SIDING OR �, :.___ ...._._4, ... .... ... 4........... ..3'-3' 3'-3' TO APPROVED DISCHARGE HCX. LAP SIDING ON 7/16'OSB SHEATHING io 3 I 5' 6' 2' INSTALLVAPOR BAR. PER CODE t 3 28'MFG.TRUSSES 2'O.C.6/12 PITCH 12 10'-6' 2x6 STUDS 16'O.C. o OPTIONAL MFG.-BONUS ROOM'TRUSSES 28' OVERHANG 4x HEADERS PER CODE "t ! , (TRUSSES WITH STORAGE AREA) s 10N GABLE ENDS OVER R-21 INSULATION r' 1/2-GWB N I; GARAGE _ !x �� a 2x2�O- j B0 6' O.C. i 791 SQ. FT. �+ Minimum Prescriptive BrOcing required: 7� ! ® 4'-0-Braced Wall Panel 3/8'plywood or OS8 panel sheathing nailed %3'x3-x1/4-PLATE WASHERS o ;3-1/2-(MIN.)CONCRETE FLOOR N at6'o.t. of panel edges, 12 o.c.in panel Field. j i W�SLOPE DOWN TO DOORS PER CODE ® - 2'-8'Alternate Braced Wall Panel (see ABP details) 1800#ABP at t 3/4' SUBFLOOR SHEATHING ? story.30001 ABP at tint story of 2 story building ® 2%ID JOISTS 16' O.C. R-30 INSULATION 8'-0 Interior Braced Wall Panel ail e a board both aides t. roll o �j 8'-0-if one aids of wall only,nailed at 7'o.c. Mroughout, blocking required rc Continuous SWdural panel sheathing at ou aheathabb woos of the _ GRADE 6'x2'SMCO CONC. FOUNDATION CURB exterior walla•and interior braced wall fines as required•including t 2 x6 CONC. FOOTING �- REBAR, HOLDOWNS. VENTS PER CODE above and below openings.(IRC fi02.10.6) - / VAPOR BARRIOR m an VERIFY ALL MEASURMENTS AND CONDITIONS BEFORE START OF CONSTRUCTION ?` MEASURMENTS ON THIS PLAN MAY INCLUDE SHEATHING THICKNESS ALL CONSTRUCTION MUST COMPLY WITH: CURRENT LOCAL BUILDING CODES AND OR 18•x8'DOOR 2006 INTERNATIONAL BUILDING CODE (IBC), 2006 INTERNATIONAL RESIDENTAL CODE (IRC) 2006 INTERNATIONAL FIRE CODE (IFC) TYPICAL SECTION _ I 2006 UNIFORM PLUMBING CODE (UPC) s' F-5' WASHINGTON STATE ENERGY CODE: CHAPTER 51-11 WAC NOT TO SCALE 28' WASHINGTON STATE VENTILATION AND INTERIOR AIR QUALITY CODE (WSVIAQ), WAC 51-13 PLAN FOR NEW SINGLE FAMILY RESIDENCE 10/19/09 FLOOR PLAN LIVING AREA 2066 SQ . FT. Dale LeFave MASON COUNTY WASHINGTON PAGE 1 SCALE 1/8"= 1 FT, GARAGE 791 SO. FT. FLOOR PLAN—TYPICAL SECTION—ELEVATIONS OF 2 Standard Construction Details SiaMa+d Construction Detail Prescriptive Alternate Braced Wall Panel Prescriptive Braced Wall Panel Per SRC Sect on R602.10.3.#3 __ -_-Per IRC Section R602.10.6 17'-6' -- , . .: ." 4'-0•mtl. - 2-2.F,,pi / S minimG m - � �•+�. 2 1ed m/, a ttlry svd oft 1 — — — — — I A Buds.uaoad 2.o nat r e /xv.•..M s}a 1C 2r d E»f rod swn IIco ctan,ar.,,:so.rr. !!l I II I!I,p �•d»w.a,f a4e m�ift i.•sW.W1::. - µ.."4:M t—ifta2:tM«Mnw. ' �I I '-'/z•(vr.)co"c"c,E rem" I 1 K'-' � wo�.n.e•f�E.�a. r _. it _ . _ 1va4a E�lE.war:.aw>� -�I-- ( _ - -- --1�-0__ I - a."r,Yr 2:.�."a•.M t,� • W*.J a an at"ln.a.Ino,rb�b - - rin Rtlt tad.r tkaR: m. • �«YC'amC1t 7�S M tt —_..— • .. Sx Bkri+.p•'a:'id 9a.aYn.toi'MJattt • 4likrd,^Y rs'.YwA'W ir'K f.ea'.''tt;IxN u —rt U-- I T-V Max �a mwno,a+w.w 76 aw sc wri. 11' 11 2• 11'-2 -All� 11•-4 10-4" I �' _• _• 0-0 Max i • _ s•.."i^r n•4EC la nhvYf ltC nail.Rai fhfa'lor ;s bV.",b t IN _N—II .- _. --_-__ - -__. _ I�_ _. __ __ ...... I • • M .iPfi Kfar uoaEer f.'!.''2r 1 II I a.ra:n,•r f.�•, waf+yr 0r"aaMfwEafr. tt_ —t1-- I L r1(4rte, .. _-_ _1_._ � " h >ar sf+r" • 1 u in EV+W H oa+.n. ". N off} albr+Toaa E� -11 ru :I I I I mA u I fl _ I * �fkPM rm as anmmens Me1nM r.aaa R'm[t1Kn N ( _..., ._...._.-_ ....___.___. .__..._._..__.— rfE •a,S�Twn c tw,erap..am r°�r 3 1.1 -. ..._ _._ f3r.•'Hew amri73H� as s.,i f.Mcara «M MEaMf v.ae.rr.r i O - ....... W]M w.tA Nn:hH3a}'W µ 00M Ey1' 0!-MOW 8-KC SOZ.0 bYiOT:l>L � * ".Mst. L H 8�C}r,rT.".YiA kF:b.' feat-a2,Oat •r 3/4- 'r�n' 'io__ _.I __ he bm..en :rf ain r"*,"ta•t 1""e e a n'!Y aw, iw Ttl ur nE rv"r tr»matt'an (• w 1r �llm 4' BRACED WALL PANEL BRACED WALL PANEL DETAILS 2•-8" ALTERNATE BRACED WALL PANEL NOT TO SCALE �wunic m'E oaa'� .'"; •-,x.� .,">. ti; ,,, -^'4, rv, .fir --o ..��... .... .__. ....I.1_...._ I I ;Y" Y"4 'tM ''"'C..-_•T'- J ... II-- --- ® I II !l -- •2 tM. a01f]EIE FOIId11pN ShL rML � '" - 26'— ;� �r w .. 7_6 4 M el : 1 5' 6' 12' 10'-6" 26 REAR ELEVATION NOT TO SCALE 12 .. ..'--v.—.c- gg­ 3-1/2'(MIN.)CONCRETE BOOR SLOPE DOWN TO DOOR PER CODE e1 wacwan IN,r OM r rya Tl 11 SONG i L- mP) l za• ' FOUNDATION PLAN RIGHT ELEVATION PLAN FOR NEW SINGLE FAMILY RESIDENCE 10/19/09 SCALE 1/8f'= 1 FT. NOT TO SCALE Dale LeFave MASON COUNTY WASHINGTON PAGE 2 FOUNDATION PLAN-ELEVATIONS of 2 PLANNING RECEIVED FEB 0 2 2010 426 W. CEDAR ST. i r Hodge engineering�+ inc. 4.5.10 Letter #10097 RE: 1940 NE Haven Way Tahuya, WA Hodge Eng. Project #10.133 Lefave Plan Modification To Whom It May Concern: I have provided the lateral load engineering for the Lefave Residence for Dale Lefave. At the request of the builder I have reviewed a modification of removing the east garage window. Due to this modification I have re-run my lateral analysis. As an option the builder may remove the east garage window and omit the STHD14 hold downs specified at the window's edge. The STHD14 located at the wall ends are still required. One of the holdowns doubles as a garage front holdown. See attached plan view of the area in question and lateral engineering. Please contact me with any questions regarding this project. 4.5 Z Le r 07 37886 A?0 �FGIS1ERtiIQ John Hodg This letter is the professional opinion of the engineer of record and regards his engineering only. This letter does not allow the builder to disregard Code requirements. Any schedule or cost impact is the responsibility of the builder or owner. The Building Inspector has the final authority to allow field changes to approved building plans. Hodge Engineering, Inc. John E. Hodge P.E. 2615 Jahn Ave NW Ste. E5 Gig Harbor,WA 98335 (253)857-7055 Fax(253)857-7599 II ' F-WoodWorks@ Shearwalls SOFTWARE FOR WOOD DESIGN LATERAL ANALYSIS.wsw WoodWorks®Shearwalls 8.11 Mar.25,2010 08:32:20 Level 1 of 1 80, 140.2 140.2 140.2 941 94.1 75' 70' 65' N C&C17.6/21.7 G U')_ 884C F-1 �'> >�'+p•C' `�'R6 �o00 N 60' n ! + N � O M O N G—38 '0�,� E 1 0 55' 72 _ co 50' + + co 45' (P 40' o N 35' ,n ��° C' 4474 D 1 � v N(07— �s C, v 30' U U r' U�66tx C-1 M} Co 00 25' U B-2 cv G 34g61 T,7Q 79S 0 20' rn > > — 15' 10, N r W O Lo 5' 1 1945 6 A 1_ 4^ 0' ss s -5' 38 3 .4 -10' 111. 111.0 111.0 111.0 -15' 111.0-184.0 184.0--111.0 -20' -25' Factored shearline force(Ibs) t1J1 Unfactored applied shear load(plf) Factored holddown force(Ibs) Unfactored dead load lf,lbs) �C -66prestion fo a exist 1 1`�Jplift Wnd to (plf,Ib3S� 5' 40' 45' S0' 55' 60' 65' 70' 75' ■ Vertical element required Applied point load or discontinuous shearline force(Ibs) Loads Shown:W; Forces:W+ 1.01D. I ULIN Ur r3 -4 - D1 5T�D14 j STI�DBfi�J 5UJ1 GARAGE 5UU2 10 5THD 14 ST�IDB MASOIj COUNTY PERMIT NO. L,I BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner G V i It, I t l Company Name t i 4,j K 1'1LI dt Y Mail A dress Mailing Address I City ft►r' State W Zip Code City State Zip Code Phone q f Other Ph'AP0"I _7k�55 Phone Other Ph. Lien/Title Holder Contractor Reg. # Exp. E mail address E Mail Address Drivers Lic.# c (coj GL-�t DOB Q; --h, Drivers Lic.# DOB SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic— Existing Septic Connectto Water System Name of Water System Well _ Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. , 'j Fire District Legal Description c r. 14- Site Address (Please include street name, street number and city) I )E Directions to site + s _7 It '16,+,(A 4,_k "t _. \ h L � L_A_"k'_ i Will timber be cut and sold in parcel preparation?Yes Is property within 200' of Saltwater Lake River/Creek Pond I Wetland Seasonal Runoff Stream Slopes or Bluffs Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE''Z SEASONAL ❑ Use of Building -6Describe Work�'=9?a ni, 4=j'"4jLi t F No. of Bedroom �No. of BathroomssQSquare Footage- 1st FloorZC XPko 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq. ft. Garage_ Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model Year Length Width Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price$ Replacement Unit? Yes/ No Installer Name Certification No. OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative, or the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OFA PROGRESS INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X CA L A 4. Date: Owner/,Owners Representative/Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by:,/ Date. DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department I IJ LAB Planning Department Environmental Health Department Fire Marshal FEES Building Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbing & Base Fee Planning Review Fee Mechanical & Base fee Other Wood /Gas/ Pellet 4tove Fee State Fee Violation Fee P / i0 Pre-Paid at Submittal Valuation $ TOTAL FEES 4, ,5 Co 7 a x �y Flo G lCox7 PERMIT NO.���2-IC` ' C-C-C� O MASON COUNTY PLUMBING/MECHANICAL PERMIT APPLICATION 426 W. Cedar•P.O. Box 186, Shelton, WA 98584 Shelton (360)427-9670•Belfair(360)275-4467•Elma(360)482-5269 On the we www.co.mason.wa.us APPLICAU INFORMATION CONTRACTOR INFORMATION Owner - CA-0-C- Company Name G- O V— Mail' g A dres Mailing Address CityR '\6(\C ti Statee�_Zip CodeT� 2.. City State Zip Code Phone - ([C;LCIIA . iu Other Ph:3ld—"tcai(- i�IS� Phone Other Ph. Lien/Title Holder Contractor Reg. # Exp. E mail address E Mail Address Drivers Lic.#�CIFL&QL-310 D�L DOB 3 k:30/93 Drivers Lic.# DOB SEPTIC INFORMATION - Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION- 12 Digit Parcel No - =' U Fire District Legal Description C�- 36C, a, LC, U Site Address(Pie se include street name,street number and city) Directions to site se 01 Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% TYPE OF JOB -New Add Alt Repair Other Use of Building Location of Fixtures/Units- 1st Floor 2nd Floor Basement Garage Closet PLUMBING FIXTURES(Show Number of each) MECHANICAL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric 2 LPG_Natural Gas_Heat Pump_ Toilets v Type of Unit No.of Units Fees Bathroom Sink Furnace Bath Tubs Heatpumps Showers " I Spot Vent Fan Water Heater i Propane Tank U Clothes Washer i Gas Outlets Kithen Sinks �_ Gas/Pellet Stove Dishwasher K"rfchen Exhaust Hood i Hosebibs Dryer Vent t OtherLzutx�ty �— Other TY / Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF ONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. X e � Cam` Date: Owner/Ow Mrs Representative/Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Planning Pd Ck# Date Bid Pd Receipt No. DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building De artment M! /0 Occ Group�T Constr. V(3 Planning Department Environmental Health Department FEES Plumbing&Base Fee Site Inspection Mechanical & Base fee UFC Plan Review Fee Wood/Gas/Pellet Stove Fee Other Violation Fee TOTAL FEES