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HomeMy WebLinkAboutBLD2016-00704 DEMO, Replace SFR - BLD Permit / Conditions - 9/8/2016 Inspection Line (360)427-7262 Cot, MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County t 615 W Alder St Shelton, WA 98584 't54 RESIDENTIAL BUILDING PERMIT BLD2016-00704 OWNER: DIANNA MAUL RECEIVED: 7/22/2016 CONTRACTOR: LICENSE: EXP: ISSUED: 9/8/2016 SITE ADDRESS: 3440 E STATE ROUTE 302 BELFAIR EXPIRES: 3/8/2017 PARCEL NUMBER: 122212100150 LEGAL DESCRIPTION: TR 15 OF GOVT LOT 1 &TL S 32/132&133 PROJECT DESCRIPTION: DIRECTIONS TO SITE: DEMO OF EXISTING SFR AND CONSTRUCTION OF NEW WA ST RT 3 N, CONTINUE ONTO E NORTHBAY RD FOR 2 MILES, (REPLACEMENT) CONTINUE ON 302 E FOR 1.5 MILES, SITE ON RIGHT 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.: 2 No. of Stories: 1 Occ. Load: Building:1,727 Garage-Attached 628 Valuation: $ 237,186.65 Building Height: 30 Occ. Status: Seasonal Basement: Covd Deck 717 Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: E 25.0 Ft. Shoreline: Ft. Water Body: CASE INLET- NORTH SEPA?: No Model: Width: Ft. Rear: W Ft. Slope: Ft. Shoreline Desi Side 1: N 9.0 Ft. 9.: Urban Year: Serial No.: Side 2: S 9.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Water Closets (Toilets) 3 Furnace<100K 1 Plan Check Fee JBN 7/22/2016 $ 1,148.26 s220160000000i Lavatories 3 Heat Pump 1 EH Plan Review JBN 7/22/2016 $205.00 S2201600000001 Bath Tubs 1 Ventilation Fan 4 Planning Review Fee JBN 7/22/2016 $205.00 S2201600000001 Showers 1 Exhaust Hood 1 Building State Fee EAE 8/18/2016 $4.50 S1201600000001 Water Heaters 1 Dryer Vent 1 Building Permit Fee EAE 8/18/2016 $ 1,766.55 S1201600000001 Clothes Washer 1 Fireplace 1 Mechanical Base Fee EAE 8/18/2016 $28.50 S1201600000001 Kitchen Sink 1 Mechanical Permit Fee EAE 8/18/2016 $ 167.70 S1201600000001 Dishwasher 1 Plumbing Base Fee EAE 8/18/2016 $24.70 S1201600000001 Hosebibs 3 Plumbing Permit Fee EAE 8/18/2016 $ 110.60 S1201600000001 Total $3,660.81 BLD2016-00704 Please refer to the following pages for conditions of this permit. Page 1 of 5 CASE NOTES FOR BLD2016-00704 j CONDITIONS FOR BLD2016-00704 1) 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 1-8082. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. XL 2) 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 Dep�nt prior to any further inspections being performed or approvals granted. X �/J 3) Owl/A nt is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X�/��}I 4) 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 Build Department prior to any further inspections being performed or approvals granted. X ,Y 4/I 5) 2012 IECC/Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine-4C, Window(Max U-Factor):0.30, Skylight(Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10. In addition the following credits from R406.2 shall be completed as follows: 3b High Efficientcy Heat Pump and 5a Efficient Water Heater with EF of 0.93 min. &,i4 BLD2016-00704 Please refer to the following pages for conditions of this permit. Page 2 of 5 6) A permanent certificate, completed by the owner, builder or registered design professional, shall be posted within three feet of the electrical distribution panel. The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces; U-factors fokfenestration', and the solar heat gain coefficient(SHGC) of fenestration. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Section 105.4, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air changes per hour when tested with a blower door in accordanve with IECCLWSEC Section R402.4. The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required for additions less than 750 square feet. Reference IECC/WSEC R401.3 & R101.4.3 Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2012 Certificate"and are available in %or%sheets. The Mason County Permit Center will also have some available. XrZW 7) A minimum of 75 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. X &JA\ 8) A concrete encased grounding electrode must be installed and used at each new building or structure that is built upon a permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor& Industries (L&I). For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415-4000. X �01 9) A separate inspection in addition to the inspections required in IBC, Section 110 shall be required in accordance with the 2012 IBC, Section 1707.11.2. The additional inspection is required when shear wall fastener spacing is required to be less than 4-inches. The shear wall schedule shown on sheet S-0 designate walls type 2 with fastener spacing less than 4-inches. The required inspection may be performed by the Mason County Building Department, a WABO certified inspector, certified to inspect lateral connections, the engineer of record (EOR), or an authorized representative of the EOR. The special inspectors duties & responsibilities shall be as specified in Chapter 17. When a third party inspector is used to perform the inspection special inspection reports shall be submitted to the Mason County Building Department, 426 West Cedar St, Shelton WA 98584 and also available for inspectio Ton reports shall be completed and submitted to the dept. in a timely manner and shall be submitted prior to the framing inspections. X , j 10) 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 char Ja cshall be collected by the Building Department prior to any further inspections being performed or approvals granted. BLD2016-00704 Please refer to the following pages for conditions of this permit. Page 3 of 5 11) 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 perm voc ion. X � 12) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County X din�c► r re lation, must be reviewed and approved by Mason County prior to construction. 13) 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 Xsp�cta� made prior to requesting additional inspections. 14) All property lines shall be clearly identified at the time of foundation inspection. 15) 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 Xas oun ordinances and building regulations. 16) 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 ho /"revented action from being taken. No more than one extension may be granted. 17) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, co ctols hand flashing. Install metal connectors approved for contact with the new types of pressure treated material. 18) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your ve Plan"to ensure these structures are shown and meet the setback conditions listed. 19) Retaining walls needed to support a sur�as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. X 20) 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 0 BLD2016-00704 Please refer to the following pages for conditions of this permit. Page 4 of 5 21) A DEFERRED SUBMITTAL CONSISTING OF ENGINEERED DRAWINGS, NECESSARY DETAILS, AND CALCULATIONS WILL BE SUBMITTED, REVIEWED AND APPROVED PRIOR TO CONSTRUCTION OF THE FIREPLACE. X W(o — 6 OWNER / BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s) for review and inspection. This permit/application becomes null &void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INV�ILIDATE THE APPLICATION. LP �/Z a� ZELI L Signature Date 4) / 7 ' ylo TT LY � OWNER - REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) BLD2016-00704 Please refer to the following pages for conditions of this permit. Page 5 of 5 cr iris uian PROJECT SHEET NO. innoc BY: CONSULTING ENGINEER 12181 C Street S. • TACOMA,WA 98444 (253)537-8128-FAX 531-1285 BUILDING YUL 2 7 20153 r S' reet +4C —4 3 :sinrl ;aps m Sur ar, Report "lisp: cchpi-eamiquake.C".ltsLs._OV:i.i US MiiiP,... Design Maps Summary Reportag User-Specified Input Building Code Reference Document 2009 NEHRP Recommended Seismic Provisions (which utilizes USGS hazard data available in 2008) Site Coordinates 47.336631N, 122.78051°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III Gig Harbor 16 r,4COVA JVA RR0WS I USGS-Provided Output SS = 1.384 g S1Ns = 1.384 g SD, = 0.923 g Sl = 0.555 g SM1 = 0.832 g SDI = 0.555 g For information on how the Ss and S, values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please env the de ailed re MCEa Spectrum 1.10 Design Response Spectrum 1.so 1.ao 0.90 1.26 0.20 1.12 0.?0 0.59 O 0.60 M 0.84 to 0,70 N Q50 0 0.56 .40 0 0.42 .30 0.20 0.28 0.10 0.14 0.00 0.i0 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 G.00 0.20 0.40 0.60 1.i 1.20 1.4U 1.60 1.80 2.00 Period,T(sec) Period, T{sec} For PGA,.,,T, CRs, and Ckt values, please view the detailed re^ r*, Although this information is a product of the U.S.Geological Survey,we provide no warranty, expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. 6/22/2016 7:25 AM n � L ► rn • r C rS � . C. mrisc idn PROJECT: SHEET NO. Funeoe i� CONSULTING ENGINEER BY: DATE: JOB NO. 12181 C Street S. TACOMA,WA 98444 (253)537-8128 FAX 531-1285 1-4 Lp rn i 1 r i 13/ SI ' Z v / b 1 �= t ' F �"' 1�� C�"1f�S�ldr 1 ,�1 InDoc Cc PROJECT :?SHE 4C J CONSULTING ENGINEER BY: DATE: JOB NO. 12202 PACIFIC AVE. S.•TACOAAA WA 96444 • (253)537-8128•FAX 531-1285 � ✓ AG Ca 4� b Ge00 Y4,:K�- Z : 1 b Y: S II .ta` f �l 3 col �a- �nn�Cidn �neoe GC FRO ECT SH NO. DATE: JOB NO. B i CONSULTING ENGINEER Y: ;..,� 12202 PACIFIC AVE. S. •TACOMA.WA 98444 •(253)537-8128•FAX 531-1285 Mark+ Wall Type Panel Edge Intermediate Bottom Plate (shear (3) Nailing (1), (2) Nailing (2) Anchor Bolting capacity) or Nailing (5) O Y2" CDX Plywood or 8d @ 6" o.c. 8d @ 12" o.c. '/2"A.B. @ OSB, one side 4'-0"o.c. or 16d (200 lb/ft.) @ 7q o,c. O2 '/z" CDX Plywood or 8d @ 4" o.c. 8d @ 12" o.c. 5/8" A.B. @ OSB, one side 3'-4" o.c. or 16d @ 4"o.c. (350 lb/ft.) <� 3 '/2 F" CDX lywood or 8d @ 4" o.c. : 8d @ 12" o.c. 314" o.B. or 16d OSB, both sides (4)ji @ 2„ o.c. (700 lb/ft.) _ GWB, both sides 5d cooler nails 5d cooler nails '/2' A.B.@ O @ 7" o.c. @ 7" o.c. 4'-0" o.c. or 16d @ 8" o.c. (200 lb/ft.) Notes: 1. Block all panel edges. 2. Common or box nails. 3. 2x studs shall be H.F. #2 or better, kiln-dried. 4. Use 3x studs and plates @ panel edges,wall type 3 only. 5. Anchor bolts shall have minimums" by3" by y� " thick plate washers. �-nr S-'ion F Innoc , PRC IECT: JS�EET NO. y e CONSULTING ENGINEER BY: DATE: J0$NO. 7 �r 122a2 PACIFIC AVE. S. • 7ACCMA, WA 98444•(253)537.-81.28• FAX 531-1255 i'S ( Form No.TT-074A Table 1. Recommended allowable design values for APA portal frame used on a ri id base foundation;b,s a Min. . Max. Ultimate ASD Allowable Des' n Values Width Height Shear Shear Stiffness Defie es Load Factor in, ft Strength 'lb Win.) ;n. � 16 8 2780 1000 3.1 0.32 2.8 3� 10 2180 600 1,5 0.4 3.6 24 8 4720 1700 5.3 0.32 12.8 ( Slso 10 3630 1000 1 2.9 I0.34 3.6 g3o a. Design values are based on use of Douglas-fir or southern pine framing. For other species of framing use the specific gravity adjustment factor=[1-(0.5-SG)], where SG = specific gravity of the actual framing. This adjustment shall not be greater than 1. b. For construction as shown in Figure 1. c. Values are for a single portal frame. For multiple portal frames allowable design values can be multiplied by number of frames (e.g., two=2c, three=3x, etc). d. Interpolation of design values between 8 ft and 10 ft heights is permitted. c�ris�idn PROJECT: SHEET NO. I Unoe CONSULTING ENGINEER BY: DATE: JOB NO. )2E ti� v 12181 C Street S. TACOMA,WA 98444 (253)537-8128 FAX 531-1285 IZT �- Simple Heating System Size:Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specked by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information Dee Dee Maul Gary Shafer Mason County Beach Home All-Ways Air Control 253-678-6614 Heating System Type: O Forced Air Furnace Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Design Temperature Difference(AT) 47 Shelton AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area ''S'- "'L"r` Conditioned Floor Area(sq ft) F 1.685 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 8.0 13,480 Glazing and Doors U-Factor X Area = UA instructions 0.30 21fl 63.00 Insulation Attic U-Factor X Area = UA - R-49 . 0.026 7,685 43.81 Single Rafter or Joist Vaulted Ceilings U-Factor X r Area UA No Vaulted Ceilings in this project- Above Grade Walls(see Figure i) U-Factor X Area UA -,c = 0,056 1.337 74.87 R-21 Floors U-Factor X Area UA _. R 30 - 0.029 0.06 Below Grade Walls(see Figure r) U-Factor X Area UA - - No Below Grade Walls in this project. I� ' No slap Bebw Dade in this Project - F-Factor X Length UA Below Grade(see Figure Slab BeI _ - — Slab on Grade(seervure 1) F-Factor X Length UA _---- - WIN instructions NoSlabWiC�,radeinttrisprojers. � — Location of Ducts i instructions Duct Leakage Coefficient Unconditioned space 1.10 Sum of UA 181.74 Envelope Heat Load 8,542 Btu/Hour Figure 1 Sum ofUAXAT Air Leakage Heat Load 6,842 Btu/Hour VolumeX 0.6XATX.018 Above Grade Building Design Heat Load 15,384 Btu/Hour Air Leakage-Envelope Heat Loss y� Building and Duct Heat Load 16,923 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in condivoned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 21,153 Btu/Hour Building and Dud Heat Loss X 1.40 for Forced Air Furnace Budding and Dud Heat Loss X 1.25 for Heat Pump (071OV13) * 111qV r y BUILDING MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT WSEC/Ventilation Code Compliance Application Submit with heating/cooling system size worksheet (see instructions #4) Owner: 4 Parcel#: Type of project: �� I-)1c�� 1 a �: 1 �I -CX�IS F�� ��a�s�"rccr+) C,41 Total Sq. Ft. q 1 Floor: _ 2" floor: Heated Basement: of heated area:: l & l-� / 6 9,J - Hpating System Type: O Electric wall heater O Electric Central Furnace O LPG Furnace Heat Pump with electric furnace O Heat pump with gas furnace O Ductless Heat Pump O Boiler, specify fuel type: O Other: Specify: aPrescriptive Option Table R402.1.1 v' Compliance Method µ Component Performance, R402.1.3— Calculation worksheets required Check one:: µ Other (Specify)- Check one µ Whole House Ventilation system µ hole House Ventilation; µ Other, Ventilation using exhaust fans&window or rated with a Forced Aiy describe: System wall fresh air vents(M1507.3.4) System (M1507.3.5) ) Referencing Table R4062, "Additional Residential Energy Efficiency Requirements," all residential units must develop credits as specified in Table 406.2. Identify and describe which option(s)will be used to comply. If the table is not attached to this form you can access the table on our website at: hftp://www..co.mason.wa.us/forrns/CommunitV Dev/index.php. Additional Energy a) Description: Small dwelling units with less than 1500 sq. feet of heated or cooled Efficiency space and less than 300 sq. ft fenestration (see definition below) or additions to an Requirements existing building that is less than 750 sq. ft. of heated area. To use this option Energy credits complete a window schedule in order to verify that the fenestration area does not exceed 300 sq. ft. Fenestration is defined in the IECC as skylights, roof windows, required: vertical windows, opaque doors, glazed-doors that include products with glass and 1 . 5 non-glass glazing materials. —0.5 points b) Medium dwelling units not includes in a) above, or b) below— 1.5 points c) Large dwelling unit is a dwelling unit that exceeds 5000 sq. ft. of heated or cooled floor area. —2.5 points. Describe Energy Credit Option(s): Using Option number(s): -OTC `'`� ' Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code(WSEC)and ACCA Manuals J and S This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information Gary Shafer Mason County Beach Home All-Ways Air Control 253-678-6614 Heating System Type: O Forced Air Furnace Heat Pump To see detailed instructions for each section,place your cursor on the word'Instructions". Design Temperature Instructions - Design Temperature Difference(AT) 47 "Shelton IT=Indoor(70 degrees)-Outdoor Design Temp Area of Buildinq Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 1,685 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 80 13,480 Glazing and Doors U-Factor X Area = UA Instructions 0.30 F 210 63.00 Insulation Attic U-Factor X Area = UA R 49 0.026 1.685 43.81 -,, Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA No Vaulted Cedirgs in this project Above Grade Walls(see Figure p U-Factor X Area UA -- - _ - 9R-21 0.056 1,337 74.87 Floors U-Factor X Area UA R-30 0.029 2 0.06 � Below Grade Walls(see Figure1) U-Factor X Area UA Instructions --- No Below Grade Walls in this project j Slab Below Grade see Fi ure U F-Factor X Length UA Instructions '-- No SWb Below Grade in this project- Slab on Grade(see Figure v F-Factor X Length� UA Instructions --- No Slab on Grade in this pro)ect. Location of Ducts Duct Leakage Coefficient unconditioned Space 1.10 Sum of UA 181.74 Envelope Heat Load 8,542 Btu/Hour Figure 1. SumoruAXAT Air Leakage Heat Load 6,842 Btu t Hour Volume X 0.6 X AT X 018 Above Grade Building Design Heat Load 15,384 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 16,923 Btu/Hour Ducts in unconditioned space Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 21,153 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07101113) Name I 1 1��1 Parcel# 1�2—t—�—CO15 BLD# �ICJ � 7v Mason County BUILDING Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface'. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 'Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater. Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area "All dimensions in feet Buildings = X = Measurements for buildings are taken at the perimeter of the farthest projections (example: X = eaves/gutters) X = Driveways X = X = I 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 = PatiosNValks X _ Any paved, gravel or packed area per definition L above table X Others X i;.a j', 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- des property for rpvie and inspection as be required. / 304�4,lvxo, I Owner/Agent/Contractor(circle one)Date: If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read,acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 Name 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 Stor►mater 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 Tins SITE A) 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 arry 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 property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: Page 2 of 2 MASON COUNTY RESIDENTIAL PLANS SUBMITTAL CHECKLIST Owner's Name: Date: '2_2 J Reviewed By. Documents: x_Building Permit Application Completed Stormwater Checklist Planning Intake Checklist Completed, BUILDING Site plan includes:Allowable building area,roof overhangs,decks,etc. --- J Fire Apparatus Access Road info required? Yes/No Energy Code Application Form- O Electric wall heater O Electric central furnace O LPG Furnace •Heat pump with electric furnace O Heat pump with LPG furnace O Boiler(heat type ) O Ductless Heat Pump O Other. Specify: Mechanical/Plumbing Application-WATER HEATER FUEL TYPE/LOCATION Engineering Ye o Snow load-�-7_ Seismic:_D2_ Stock Plan— oved snow load: Seismic: _D2_ Manufactured Homes—4 FLOOR PLANS Foundation Type: ANSI/Manufacture method Engineered footing/foundation Basement Decks: Covered? Uncovered over 4 x 6 and over 30"? Construction plans required. Construction Plans 3 COMPLETE SETS _Plans Legible _Recognized Scale _Elevation Views _Cross Section _Foundation 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?) —Deck Framing Plan,incl cov.porch framing Plan Details: �, N Roof framing details,truss lay-out may be needed (Hip and girder location shown) r *-Wall Framing-Does bearing-wall height exceed 10'?(Engineering maybe required)=�C W Floor framing: Floor joists(size&s acing):Z X�C7 ,` 5C ,Floo ams: Window headers. Typical header. �(�_p �R Garage heade> V Q D Foundation:footing size,reinforcement V, g� 4! Concrete galls-Does Concrete Wall Height Exceed 8'?(Engineering may be required see details) X Landings at all exits?Less than 30"above grade?Y/N Heated By Furnace-Location of Furnace C,ka e.&+ Q-t• IP Ir6 J� pdj Fuel t),pe �t Fireplace/Stove Information Shown-Fuel Type? 1A_-)?1-6d Location(s): 420tAQ:;1r Window Sizes Marked on Plans S po.t 3��ans or 1 Sal Braced wall panels(shear walls)mar d on f r engineering?p r� CON VIENT)b l 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 ems£ IRREGULAR BUILDINGS R3012.2.2.2 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 R 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 checklistdoc Revised 11-29-2007 &b.2016-0076z/ MASON COUNTY COMMUNITY SERVICES Permit No: % PERMIT ASSISTANCE CENTER: + BUILDING PLANNING FIRE MARSHAL 615 W.Alder St-Shelton,WA 98584 JUL 12 7rJ 6 Phone Shelton.(360)427-9670 ext 352 Fax:(360)427-7798 Phone Belfair(360)275-4467 Phone Elma:(360)482-5269 615 W. Q{der cuee* Ms� ��+� �'1 4 B U ' G BUILDING PERMIT APPLICATION PROPERTY OWNER h,NFFORMATION: CONTRACTOR INFORMATION: NAME c n n d�uL 1 ► +� — ' S-. NAME 16 1'0 n n Ct 0' a-c MAILING ADDRESS )y MAILING ADDRESS_3 1 1 /V CITY:Ta CO ryn STATE:f A:!Q ZIP:Q O k CITY: -Ta W mGc STATE:LJ0 ZIP: v PHONE#1:�.'S 3 Z, g I ��,D PHONE: CELL ,S 3-1,c//JJ PHONE#2: EMAIL: P e e-ecw Tue tec+i ofu 001 EMAIL: i00 I L&I REG# EXP. i CONTACT PERSON: OWNER V CONTRACTOR❑ *OTHER/See Below❑ =NAME: )I Q V)V1G AEAC 6 r)IaLL I MAILING ADDRESS;JI I CITY: Ia—cc)ma�1 STATE _ZIP: 9* O PHONI J -/oyI-I3I. ELL: EMAIL. P e e C -t-l`L-t f t '!I L'p n S , GD� PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 1 c�t c a 9, I - I ` OO �� d ZONING LEGAL DESCRIPTION(Abbreviated) TR I ti D F G O t)l ),DTI + T - FIRE DISTRICT e/f SITE ADDRESS ' Y0 1= , Lfix-fc `i r DIRECTIONS TO SITE ADDRESS C r 14, 7mt cc13 in nfo r IS ¢R�JE wiIHIN 300 F7'OM'SL9PEZ )GREATER THAN 14•/.: YES[] NOA IS PROPERTY WITHIN 200 FT: (Check all that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW W ADDITION ❑ ALTERATION❑ REPAIR❑ OTHER n USE OF STRUCTURE(Residence,Cmmge,Com rcial Bldg Etc_ls U M m C /` re-S 7 CQ e-"C (- IS USE: PRIMARY SEASONAL[ NUMBER OF BEDROOM _ NUMBER OF BATHROOM S HEATED STRUCTURE? YES(Whole Bldg)[VYES(Part[s]of BMW❑ NO DESCRIBE WORK W c (Valuation/Project Bid Amount:$ SQUARE FOOTAGE: 1ST FLOOR-, 7pcGh 7q.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK-717sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. Attached F1 Detached FJ CARPORT sq.ft. Attached Detached MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED• �KE MODEL YEAR 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 or owner's legal representative. 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 if work or authorized construction is not ttt=tm on work i sus nded for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 190 DAYS WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL #0q °� MASON COUNTY PERMIT NO.DEPARTMENT OF COMMUNITY DEVELOPMENT �'1-7j� [�BUILDING•PLANNING•FIREMARSHAL 00 ! D/ /WW W.CO.MASON.WA.US (360)427-9670 Shelton ext.3 CE VED Mason County Bldg.111,426 West Cedar Street (360)275-4467 Betfair ext.3 PO Box 279,Shelton,WA 98584 (360)482-5269 Elma ext.352 JUL 21 2016 B U I L D I N CPLUMBING & MECHANICAL PERMIT APPLICATION et OWNER INFORMATION- (( CONTRACTOR INFORMATION: NAME: n n CA .u 1 NAME: sQ rrme- n--S a W n E=(` MAILING ADDRESS: 5 111 IV 1 MAILING ADDRESS: CITY:Tot Co rww STATE: L&-M ZIP: 9�i�Ol e CITY: STATE: ZIP: PHONE: CELL: &e/1 -13 le b PHONE: CELL: � EMAIL: 3 EMAIL r C e t`f'c� u u' reG o n S Co Kl L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER): !oZ o1•- 1 -off 1 -d 0/J`—d LEGAL DESCRIPTION(ABBREvu TED):-- R 1 ,5 ©t= (5 O y T irOT 4- + �T L_ SITE ADDRESS�_3 y y 0 54.+c -+ 3 o a CITY: +� ► n DIRECTIONS TO SITE ADDRES _ TYPE OK JOB NEW ADD ALT REPAIR-�OTHER USE OF BUILDING t-e-5 )C C LOCATION OF FDMJRES/UNITS-I sT FLOOR d 2ND FLOOR BASEMENT GARAGE OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric LPG Natural Gas Heat Pump Toilets .3 Type of Unit No.of Units Fees Bathroom Sink -3 Furnace Bath Tubs I Heatpump Showers Spot Vent Fan Water Heater Propane Tank Clothes Washer 1 Gas Outlets Kitchen Sinks I Wood/Gas/Pellet Stove Dishwasher I Kitchen Exhaust Hood / Hosebibs _ Dryer Vent Other Other Fi2t5PLAcE 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 contractor.I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days.PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERM PLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X )a'ot�S ?6,5-b Signature of Applicant Dalb X t Ct to 1n CA cam- Haul ens Representative/Contractor Print Name (indicate which one) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE I TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL �.�, ,..r �,.,. .«�.. • _ SITE PLAN FTN Of THE NE 1/4.OF THE NW 1/4 Of SEC_71, TWP.2 1 N.,BOE 1 WEBt.W N l �d NAeOX C.TM, STATE OF WASHINGTON r�to' 1 o- Y -----, will � u, a N c ; y Q N F Ad V ILL 0o � z � BURVBY INFORMATION j C-4 1•II�V r� WIw\,�P i�[p•1.4.•rwM 4.n�••Y4 1 ww n\ �tln"1'.,..,d.:W.11 l•' - q�gLgq•aMrW111q1•a.,V,.s n'KW'Iwg11111,••l nny�M.iM�•,ryy s' d dlr•d 11Y lHMLV 1d 1.NVI WM/ 111'Y Y1•MWYWf• ,�,3V� CV S ",rn nn.+lra.v.»ML r�1'+.�i'�A•bw 1 rV 1 I•»f w N, 11 �� CV u.w.„r�'ni..�.nn wy+•.......d...r w. ww.n..d.wnL•�'qK.•.S•ie+.n rcr�n wnrwn:f.l �%�se u•• a 1x�i ,•�1 u� vrn.nr.,•.w nuo - �nr »PY,.nl1r.•I W�.Y W�4 M./v...4•t w�uv.V•u1.N • vvr .V1r.•+',irc..ww.R+1T�r,u w 1r rn.w.rlwpq,lv L•wd arw•Ml ruwlw•rs Nd•P N!//��,,��Wn%bM1•nn,IhdVMY1 X11Y'.eiawlwr:•uw J t � Q oY Y•q•I•V�nMn i4 NWV'NYi[VL �1�, ••R W,�wV 4WY,fiKw 1(V1T u d FYI•KwlIW re Y i�e Y q•1�iw r�iw r�v'.w1...nnn•r sni wl �„�,••�cw.�a Yt�d��0.e�aw!� .4.1r o1.��i:�u"m`w.:.` ..1.wi�Y"w"."Ponn»..1o.=:.'v'.la..,.o IS• E y� w11� . -. Pw .�.1•ivnlnu.w� uu.1< ~ N N ry m ` SITE PLAN (V\auk , PTN OF THE NE 1/4, OF THE NW 114 OF SEC. 21, 00-70� TWP. 22 N., AGE WEST, W. M. �L)� 2 D, MASON COUNTY, STATE OF WASHINGTON 0 5 10 20 I r PLANNING i ,a 7- IVEF, z JUL 2 7 2016 cr) §15 W. �,uuer Street -.0"OIR Tut iff lit j ul f r Ai It lt7 Nj w cf) 13 :3 !? PHCPOSED au- 2'APIL,1pEll- GAPAGE DECK < MI.11 A J f PORCH To- E 12 2 `v`,,, P&TcEE VIP" APPROVED IF �.,�AISON COUNTY DCD PLANNING .............. /GlTE PLAN REQUIRED TO BE ON SITE ZZ PROV SURVEY INFORMATION tHANGF-S IUBJET TO AP A 1 7.3".. A TRACT OF LAIND IN GOVE—ENT LOT I SECTION 21 TOWNSHAR 72 NORTH.PANOE I WEST OF THE fg,�? SF,(G.4541r WLLAAAM MEFOU&IN MASON COUNTY,WASHINGTON.DESMSED AS FOLLOWS LEGAL OESCR LOT AREA BP'ZS M me y REFERENCE SURVEYS: r I SEGMING A POW ON THE MEANDER LINE MEN SEARS 1 11'30'1'1211,10 FEET mom THE RECORD-OF-SURVEY AT NORTHWEST CORNER OF SAID GOVESNMEW LOT 1;THENCE CONTINUE 5 1110 00-W ALONG SAID"mR DATE CIA W W)Lo UNE 07.09 FEEL THENCE 5 8749'ij'E. THIS OF SURVEY, CN 5IX I ig.7B FM;THENCE Al IMF47'17-81.82 FEET TO A�OVIT ON THE WESTERLY MARGIN OF STATE ROUTE SURVEY REPRESENTS MSECE UPROVEMENT CONDMUS E11SYNG ON MARCH 201F, Ali THENCE&ONG SAID WESTERLY MARGIN N 17515`12'E.105.15 FEET;THENCE S 89'4717'W.216.DB FELI TO SURVEY CONTROL INDICATED AS-FO U ND'WAS RECOVERED FOR THIS PROJECT IN MARCH OF 2016. THE POW OF BEGINNING. SURVEYOR'S NOTE W5 or aEoSVN - :ALL DISTANCES SHOWN HEREON ARE IN U.S.SURVEY FEET. BASIS OF BEARINGS MR THIS so 113/11.PER W-M.CONTROL UONUAENT In N THE E?OUNa"Y COWERS AND LINES DEPCTOD ON THIS MAP REPRESENT DEED LINES ONLY.THY DO NOT R'Ey IS HAD 146`�'07*IS OR Pu�w TO SHOW OWNER51-LOSS THAT MAY OTHERWISE BE DETERMINED 91 A COURT OF LAW HELD FOR PCISITACAL.AND A LINE KWEN SAID CONTROL UONLIVEW 10 NO,607 AND 7 WAS HELD F THIS SURVEY WAS PLT ORIAEO WITHOUT THE BENEFIT OF A TITLE REPORT AND DOESN'T PURPORT TO:HOW ROTATTOk SERVO NORTH lr5O'45r EAST. ANT'EASEMENTS OF RECORD•THIS SURVEY NVIS DEPICTED OCCUPATIONAL INDICATORS(lE.PENCE LINES,BUILDINGS,VULLS.M-SEE MAP CAUE AREAS OF V-Lurx DATUM TOR P�0-iUS PER W-kC-332-IX LINES OF OCCUPANON,AS DEPICTED.MAY'IV' PLAN NING: VERTICAL,DATUM FOR THIS PROJECT 6 wvD8B PER TYSDOT- elWS,MMMIW 0 NO,5203 WAS POTENTIAL CLIVMS OF U HIS""'E''I"ONLY DEPUTED THE WLAT�"""ffE"`EN RE ASURED HELD FOR ELEVATION,BEING 34.98 FEET(MV08B). LINES OF OCCUPATION Z'D9ErLMW&RECORD.NO RESOLUTION OF ORKESSHAP R45M ON UMWFW�TM IGGHTS HAS SEEN MADE BY THIS SURVEY OR BY AlfY PERSONNEL OF EARGIML"CONSULTING ALL SETBACKS ARE MEASURED R.MTK ENDREERS.INC. THIS 6 A FIELD TRAVERSE SURVEY. TOPWN PS TOTAL STARION,IOPCOX GW,CAPS MD TOPCON TESAA DAY M LM T EST COLLECTOR WAS TO MEASURE THE ANGULAR AND DISTANCE RELATIONNSH0 BETWEEN THE CONTROLLING AS SHOWN. CLOSURE L"' HE TRAVERSE MET OR EX SPECIFIED IN WAC 'FROM THE FURTHEST MDRUMEWATT RATIOS OF THE TRAVERSE LET OR EXCEEDED THOSE 332-13D-M ALL 045MUUEWS AND EOUIPUEW RAVE BEN MAINTAINED[N MEW ACCORDING TO j CT 10 0 T 81 JILL E RO N OF THE IE i 4fMANUFACTURE]Rr SPECFrAMOh& PROJECTION OF THE BUILDING & SITE PLAN (V�Glul , D l a yvn o- �, PTN OF THE NE 1/4, OF THE NW 1/4 OF SEC. 21, TWP. 22 N., RGE 1 WEST, W. M. ENVIRONMENTAL 60 "No - j7MASON COUNTY, STATE OF WASHINGTON HEALTH ° 5 ,° m Z a — ' JUL 2 7 201E UJI C, �n,3 can F, . . . r street POWrs cd.F, g iif , U-1 c() 1 3 r GARAW W LL l ED /F / NBC _ 6 2p16 r / /r P .2 !� fG„ S+CY.WN�ti7! , / % '• / �Zr.�� m '. � `'+� ''� ' � l t7, ', AN _ �'S' LR>r`�^ICN 1•AL1°:�..�G.. 1.a___ _ Fd T$: f` �a 1 x iIII / 9T2 F r n' Y x o SURVEY INFORMATION J (/ r ,i ,` DO o `SPISS Du AND tELAI DESCRIPTION LOT AREA , j + , J C p tN0 co Wiz i 44:NEN A ff ULAND DLW W IN GOVERMENT a N,WA�GTON.DE CR)ED27ANORIN�D[1 WEST G"TNF REFERENCE SURVEYS. `((0�.<5<IL 4/-) !J /J - z z ti 1 BEGINNING THENCE 5 BP49'13'E. DATE OF SURVEY.AT A PORTF ON THE MEANDER LINE WHICH BEARS 5 11'30*00'W 2W.10 FELT FROM THE 1- RECDRD-OF-SURVEY'AIR.1959662 i I IJT ^N NORTH'A'E51 COMER OF SAM GOVERNI6NT LOT 1:THENCE CONTINUE 5 11'30 001T ALONG SAO MEANDER Z N N w c )�F LIME CZ09 FEET: pD W 119.78 FEET:THENCE N 8747'1r 81.62 FEET TO A POINT ON 114E WESTERLY IM IN OF STATE ROVIE]02: THIS SURVEY REPRESENTS VISIBLE PHx51C1L WPROvZKW CDWWXDNS EXISTING ON MARCH 2O16. ALL ( THENCE ALONG SAD WESTERLY MARGIN N 1756L12'E.105.16 FEET;THENCE 5 89'47'17•W,2/6.D8 FEET TO SURVEY CONTROL INDICATED AS"FOUND'WAS RECOVERED FOR THIS PROJECT N MARCH OF 2016. J r THE POW OF BEONNNG. j / f SURVEYOR'S NOTE + 366 OF BEM-6 ALL DGTAHCES SHOWN HEREON ARE N U.S.SURVEY FEET. GN 4 ONV B BASS OF BEARINGS FOR THIS SURVEY IS HAD A3/11,PER WSUOT.CONTROL UONULENT ID NO.G637 WAS THE DOUNOMiF CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY.THEY DO NOT VV HELP FOR PoSRTIOR AND A LINE BETWEEN SAID CONTROL MOlUM ELII EN7 W N0,6637 AND 145T WAS N FOR PU�RF TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE 6E DETITURED BF A COJRT OF LAW. •TIM SURV7 WAS PERFORMED WRHOUT THE BENEFIT OF A TOLE REPORT AND DOESNT PURPORT TO SHOW J 2 ROTATION,BEING NORTH 1750'45'EAST. ANY EASEUENIS OF RECORD Q d •THIS SURVEY HAS DEFACED OCCUPATIONAL INDICATORS(IE.FENCE LINES,BUILDINGS,WALLS.ETC-STY x VERTICAL amm NAP FOR PARTt1RAiS)PER WsC,332_I30,LINES OF OCCUPATION,AS DEPICTED.UAY INDICATE AREAS OF Y1 VERTICAL DRUM FOR SIRS PROTECT S NAVIJBB PER WSDOT.WSW CONTROL MONUMENT ID R4 5203 WAS POIENOAL CLAu6 OF UNWRTTEN OWNERSHIP.THIS SURVEY HAS ONLY DEPICTED THE RELAIO SHIP BETWEEN VELD FOR UWATNN,BEING U98 FEET(NAVDBB). LINES OF OCCUPATION AND DEEDED LINES OT RECORD.N0 RESOLUTION OF OWNETSFW BASED ON V a LN'T"TEN RIO115 HAS BEEN 2 MADE BY THIS SURVEY OR BT ANY PERSONNEL OF BAR'uHAU$EN CONSULTING NAMTK ENGINEERS.INC. G V J THIS AA"E"TWWERSE SURVEY. TOPOON P5 TOTAL STAipN,10PCON TARS TAPS AND IOPCON iESIA DATA v 5 o GON COLLECTOR WAS USED TO LEASURE THE ANGULAR AND DSTANCE RELATIONSHIPS BEIWEEN THE CONTROLLING MONUMEWAXX)K AS SHOWN, CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOM SPECIFIED IN WAC 332-13D-090. Al NSTRUVENTS AND EOURPUENT WVE BEEN MWAINLO IN ADRISTUENT ACCORDING 10 1 M.WIFACRIRERS'SPECR'GADDWS. a fro �i