HomeMy WebLinkAboutBLD2012-00323 Final Replace SFR - BLD Permit / Conditions - 11/1/2012 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
04 Shelton, WA 98584
RESIDENTIAL BUILDING PERMIT BLD2012-00323
OWNER: TIMOTHY VANNORMAN RECEIVED: 5/11/2012
CONTRACTOR: ADAIR HOMES INC (360) 352-8571 LICENSE: ADAIRH*262RZ EXP: 1/9/2013 ISSUED: 6/22/2012
SITE ADDRESS: 6673 E GRAPEVIEW LOOP RD ALLYN EXPIRES: 12/22/2012
PARCEL NUMBER: 122322190000
LEGAL DESCRIPTION: TR A OF NE NW LOT: A OF SP#1845
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
REPLACE EXISTING RESIDENCE WITH NEW SFR AND GARAGE HWY 3 , 17.4 MILES TURN RIGHT ONTO GRAPEVIEW LOOP RD SECOND
ENTRANCE 1.4 MILES RIGHT DOWN DRIVEWAY TO SITE AT END
General Information Construction&Occupancy Information Square Footage Information
No. of Bedrooms: 2 Type of Constr.: VB
Type of Use: SF Insp.Area: No. of Bathrooms: 2 Occ. Group: R-3/U Lot Size: Deck:
Type of Work: NEW Fire Dist.: 5 No. of Stories: 1 Occ. Load: Building:1,405 Garage-Attached 440
Valuation: $ 162,572.79 Building Height: 18 Occ. Status: Primary Basement: COV PORCH 48
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: E 118.0 Ft. Shoreline: Ft. Water Body:
Rear: W 144.0 Ft. Slope: Ft. SEPA?:
Model: Width: Ft. Side 1: N 65.0 Ft. Shoreline Desig.:
Year: Serial No.: Side 2: S 455.0 Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Water Closets(Toilets) 2 Ventilation Fan 3 Plan Check Fee TW 5/11/2012 $875.26 S1201200000001
Lavatories 2 Dryer Vent 1 Planning Review Fee TW 5/11/2012 $205.00 S120120000000i
Bath Tubs 2 Exhaust Hood 1 Fire Warden Review TW 5/11/2012 $ 19.74 S1201200000001
Water Heaters 1 Fire Warden Review TW 5/11/2012 $53.26 S1201200000001
Clothes Washer 1 EH Plan Review KKK 5/21/2012 $ 103.00 S6201200000001
Kitchen Sink 1 Building State Fee LDK 5/30/2012 $4.50 S1201200000001
Dishwasher 1 Building Permit Fee LDK 5/30/2012 $ 1,346.55 S1201200000001
Hosebibs 2 Mechanical Permit Fee LDK 5/30/2012 $49.20 S1201200000001
Mechanical Base Fee LDK 5/30/2012 $28.50 S1201200000001
Plumbing Permit Fee LDK 5/30/2012 $93.20 S1201200000001
Plumbing Base Fee LDK 5/30/2012 $24.70 S1201200000001
Total $2,802.91
BLD2012-00323 Please refer to the following pages for conditions of this permit. Page 1 of 6
CASE NOTES FOR
BLD2012-00323
CONDITIONS FOR
BLD2012-00323
1) A Road Access Permit or Approval must be granted by the Mason County Department of Public Works. For more information contact Public Works, at
(360)427-9670, ext. 450. The building permit will not be"finaled" until the permit holder can show proof that the access permit from Public Works has
been "finaled" and approved.
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2) 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
1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
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3) 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
Department prior to any further inspections being performed or approvals granted.
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4) Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28.
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5) 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 of approved documents will result in failure of required building inspections.
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6) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X
7) 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
Building Department prior to any further inspections being performed or approvals granted.
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BLD2012-00323 Please refer to the following pages for conditions of this permit. Page 2 of 6
8) Washington State Energy Code Compliance has been approved as follows:
Heat Type: Electric or other than electric, Compliance Method: Prescriptive option III, Window(Max U-Factor):0.30, Skylight(Max U-Factor):0.50, Doors
(Type/Max U-Factor):0.20 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38 advanced or R-49 standard, Vault Insulation R-38,
and Slab Insulation R-10.
In addition the following credit from Table 9-1 shall be completed:6
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9) A permanent certificate, completed by the 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 for fenestration; 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 503.10.2, 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 0.00030 Specific Leakage Area (SLA)
when tested with a blower door at a press of 50 Pascals (0.2 inch w.g.). Testing shall occur at any time after rough in and after installation of penetrations
of the building envelope, including penetrations for utilities, plumbing, electrical, ventilation, and combustion appliances and sealing thereof. 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 WSEC 105.4 Certificate and 502.4.5 Building Air Leakage Testing.
Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2009 Certificate"and are available in '/4 or%sheets. The
Mason County Permit Center will also have some available.
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10) A minimum of 50 percent of all luminaires shall be high efficacy luminaries unless lighting compliance was approved using the options available in WSEC
Section 1520 or 1530. Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall
be high efficacy luminaries unless permanently installed outdoor luminaires are controlled by a motion sensor(s)with integral photocontrol photosensor or
installed in or around swimming pools or water features. All fluorescent fixtures must be fitted with T-8 or smaller lamps (but not T-10 or T-12 lamps).
Reference WSEC 505.
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11) REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the
manufacturer's installation instructions.
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BLD2012-00323 Please refer to the following pages for conditions of this permit. Page 3 of 6
12) 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 A lication/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes
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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/contractor is acknowledging that all components of the stormwater management system have been
installed as approved on the stormwater site plan. X _v
13) 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. No foundation drains within 30ft, down gradient of drainfield/reserve area.
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14) 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).
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15) 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 roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road.
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16) 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
charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted.
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17) 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
permit revocation.
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18) 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.
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BLD2012-00323 Please refer to the following pages for conditions of this permit. Page 4 of 6
19) Placement of structure must comply with standards set forth per the international codes regarding descending and/or ascending slopes.
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20) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinance or regulation, must be reviewed and approved by Mason County prior to construction.
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21) 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 shall be made prior to requesting additional inspections.
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22) All property lines shall be clearly identified at the time of foundation inspection. X —, /
23) 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 County ordinances and building regulations.
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24) 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 have prevented action from being taken. No more than one extension may be granted.
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25) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners,
connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material.
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26) Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior
to construction of the retaining wall. X ""z/
27) 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.
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28) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your
"Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed.
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BLD2012-00323 Please refer to the following pages for conditions of this permit. Page 5 of 6
29) Approved per dimensions and setbacks on site plan submitted on May 21, 2012. The setbacks from property lines and edge of wetland are measured
from the furthest projection of the structure.
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30) Development shall meet the conditions of Mason Environmental Permit MEP2012-00021 issued with this builiding permit.
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31) All construction and demolition debris must be removed from the site after project completion. Proper disposal of construction debris must be on land in
such a manner that debris cannot enter or cause water quality degradation of State waters. X `"',/
This permit becomes null and void if work or construction 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 structure for review and inspection.
OWNER OR AGENT: DATE: 6ZZZ 2
BLD2012-00323 Please refer to the following pages for conditions of this permit. Page 6 of 6
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Date By Data SLAB INSULATION By FIRE DEPARTMENT .
Foundation Walla Floors Date By
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Date '7 Z By Data By DECKS =
FRAMING -- Walla Date By -�
Date By Data 67" — L By / PROPANE TANKS
PLUMBING vault Date By
Date BY OTHER
Groundwork Attic
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Building Permit # 3 MASON COUNTY
BUILDING 111 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location 6 &,;��3 �zy ✓�iL�,� /_� �?�
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
found: Items Listed below must be corrected to gain code compliance
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You are hereby notified that the above corrections shall be made
BEFORE PROCEEDING WITH ANY FURTHER WORK
❑ Call for re-Inspection when corrections are made before continuing
❑ Make corrections, items will be checked on next inspection
❑ This is not a complete inspection Department
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MASON COUNTY PERMIT NO.
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 .jirh' r-�hd Company Name ADAt R H 3n ES 4 N C .
Mailin Address ( �21� Mailing Address 2303 `33t� Avg Sv.�
City State�Zip Code City Ol`f rnPI A State WA Zip Code 9 aS12
Phone I- Other Ph. Phone 3ro0 • 352• e5-7 1 Other Ph.
Lien/Title Holder Contractor Reg. 2GZ RZE:xp. 143 1 20
E mail address KPkIdQA-Z-30 fV\SYI, COyn E Mail Address
Drivers Lic.# DOB Drivers Lic.# DOB
SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic
Connect to,Water System Name of Water System
Well Water System Name of Water System
PARCEL INFORMATION - 12 Digit Parcel No C�� Fire District
Legal Description Z ►-) DV \-,J
Site Address(Please include street ame,street umber and city) -5
Directions to site
U I
Will timber be cut and sold in parcel preparation?Yes No
Is property within 200'of Saltwater Lake River/Creek Pond
Wetland _Seasonal Runoff Stream Slopes or Bluffs ] 15%
Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes(No)
TYPE OF JOB - New X_Add Alt Repair Other PRIMARY R SIDENCE 1K SEASONAL ❑
Use of Building Describe Work �'_FPLC'VA
No. of Bedrooms No.of Bathrooms Square Footage- list Floor _ 2nd Floor
3rd Floor Basement Deck Covered Deck Other Sq. ft.
Garage ttache Detached Carport Attached Detached
MANUFACTURED HOME IN ORMATION 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.Admowledgement 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 CO NUATION F WORK IS BY MEANS OF A PROGRESS INSPECTION.
X ti. ?WAAdIj Date;
Owner/O Hers Re r entativ /Contr indicate which one
FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department Z woX,
Planning Department
Environmental Health Department
Public Works Department
Fire Marshal
FEES
Building Permit Fee Site Inspection
Plan Review Fee EH Review Fee
Plumbina& Base Fee Planning Review Fee
Mechanical & Base fee Other
Wood/Gas/Pellet Stove Fee State Fee
Violation Fee Pre-Paid at Submittal
Valuation$ TOTAL FEES
MASON COUNTY PERMIT NO.
PLUMBING/MECHANICAL PERMIT APPLICATION
426 W. Cedar•P.O. Box 186, Shelton,WA 98584
Shelton(360)427-9670•Belb (360)275-4467•Elma (360)482-5269
On the we www.co.mason.wa.us
APPLICANT INFORMATION CONTRACTOR INFORMATIO
Owner :J M�KP I/�Y�IVYYI�✓� Company Name z1 V1�
Mailing q dres 3 � �C� IZE�— Mailing Address�z _A
City LEI State Zip Code City 01—> -State- /-' 1 Zip Code- A,/q
Phone - Other Ph. Phone ,emu Other Ph.
Lien/Title Holder Contractor Reg.
Email address_ ,g V1 ?I�2 t�S1r1 C�Y►�1 E Mail Address
Drivers Lic.# DOB 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 Fire District
Legal Description SAC N
Site Address(Plea a include street name,stree _number city) lil
Directions to site t
Is property within 200'of Saltwater Lake River/Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs > 150o
TYPE OF JOB - New Add Alt Repair Other Use of Building- SiQ
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:Electdc X LPG_Natural Gas_Heat Pump_
Toilets 2 Type of Unit No.of Units Fees
Bathroom Sink Furnace
Bath Tubs Heatpumps
Showers Spot Vent Fan 3
Water Heater Propane Tank
Clothes Washer Gas Outlets
Kithen Sinks �— Wood/Gas/Pellet Stove
Dishwasher �— Kitchen Exhaust Hood
Hosebibs 2_ Dryer Vent /
Other Other
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 C NTINUATTION OF WORK IS BY MEANS OF A PROGRESS INSPECTION.
X Date:
Owner/ wners Rejresentati a ontract _ (indicate which one)
FOR OFFICIAL USE BEYOND THIS POINT
Accepted by: Planning Pd Ck# Date Bld Pd Receipt No.
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department
Occ Group Type Constr.
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
i
MASON COUNTY RESIDENTIAL PLANS SUBMITTAL CHECKLIST
wner's Name. Vo-n� 1 Date:5 ' 2 Reviewed By
ocumenLs:
---� Building Permit Application Completed _,X,_Stormwater Checklist
j�_Plarmin Intake Checklist Completed,
Site plan includes:Allowable building area,roof oveOiangs,decks,etc-
Fire Apparatus Access Road info required? Yes/No
Energy Code Application Form-®Electric wall heater O Electric central furnace O LPG Fumwe
O Heat pump with electric face O Heat pump with LPG fbnace O Boiler(heat type )
O Other. Specify:
Mechanimi/Plumbiug Application-WATER HEATER FUEL TYPElLOCATION
Engm o Snow load:2E2_ Seismic:DZ
Stock Plan- ved snow load: Seismic:
fanufactured Homes-4 FLOOR PLANS
Foundation Type: ANSVIAanufacture method Engineered footing/foundation Basement
Decks: Covered? Uncovered over 4 x 6 and over 30"? Construction plans required.
'onstruction Plans: _)e 3 COMPLETE SETS.
—Plans Legrbla _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
'Ian Details: ---Cr
Roof framing details,trass lay-out may be needed (Hip and girder location shown)
->C Wail Framing-Does bearing-wall height exceed 10'?(En g may be required) ? �
Floor flaming-: Floor joists(size& wing): y S Floor beams;
Window headers. Typical header e header: J 4'
'St Foundation:footing size,reinforcement -' '�
4 Concrete Wails-Does Concrete Wall Height Exceed 8'?(Engineering may be required see details)
^Y Landings at all exits?Less than 3 0"above grade?Y/N
-'-4 Heated By Furnace-Location of Furnace Fuel type:
Fireplace/Stove Information Shown-Fuel Type? Location(s):
Window Sizes Marked on Plans
Braced wall panels(shear wails)marked on plans or lateral engineering?
2-story garage? (Engineering may be required) is'story of two story D 1-450/.,D2-55%
COMMEI�TI'S:
ENGINEERING REQUIRED
Braced wall panels/brace wall limes are not marked on plans(R602.10)
Amount:and location ofbracing does not meet minims 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. Wmd 85 MPH, Exposure B(unless proven otherwise). Seismic Zone: ,Snow___ps£
IRREGULAR BUILDINGS P301.2.2.2.2
h mgular 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 lime.
3)End of BWP extends more than 1 $over an opening more than 8 ft in width below.
4)Opening in a floor or roof exceed the lesser of 12 it 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
PLOT PLAN
NAME: i rn Gt 4 of`Ati�'�
ADDRESS:
CITY: STATE: PHONE:
PROPERTY ADDRESS: 6 613-
CITY: STATE: WA _ OUNTY: 1r��
LEGAL ADDRESS: TS R 1 SEC PARCEL#:
LEGAL ADDRES�
SCALE: 1" _ A Q� DATE:
THE INFORMATION ON THIS PLOT PLAN HAS BEEN PROVIDED AND REVIEWED BY THE PROPERTY OWNER WHO IS SIGNING BELOW AND 1)ACKNOWLEDGES AND
ACCEPTS FULL RESPONSIBILITY FOR ITS ACCURACY AND COMPLETENESS 2)IS RESPONSIBLE TO ENSURE THAT THE IMPROVEMENTS TO THE SITE TAKE PLACE IN
HIS PLAN 3)WILL ESTABLISH ALL CORNER IRONS,LOT LINES,AND CODE REQUIRED SET BACKS REQUIRED OF THIS PROPERTY. ANY CHANGE
CONFORMANCE WITH T
TO THIS PLAN MUST BE HIS PLAN
E-AP ROVED BY THE GOVERNMENTAL AGENCIES WITHIN THE JURISDICTION AND THE MORTGAGE LENDER. THE CONTRACTOR SHALL BE
DOCUMENTED ON THE CHANGES.
OWNER'S SIGNATURE R'S SIGNATURE
A�� r
Ip� 1 f4YtP-� .
!tb be. Iw664;
l�gl"w�1
9 �
IED
JjU
IID
5"60 SDI
ILDING 'v
MAY 1 12012
3�b
Name.VeYN Parcel# �22_�3 2 Z1 C BLD#
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 1 of 2)
Per Mason County Code, Title 14,Chapter 14.48 a 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.
2Common 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 �j °yz X s _
X = Measurements for buildings are taken at the
X _ perimeter of the farthest projections (example:
eaves/gutters)
X =
Driveways X
X = Length of drive begins at the right of way
X =
Parking Areas X =
X = Any paved, gravel or packed area per definition
above table
X =
Patios/Walks X =
X = Any paved, gravel or packed area per definition
above table
X =
Others X
X If the total impervious area of the proposed site
X = development is greater than 2000 square feet a
Small Parcel Stormwater Site Plan is Required
Total Impervious Surface Area (sum of all areas)
If the Total Impervious Surface Area is LESS THAN 2000 Square Feet, please read,acknowledge and sign below.
Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity.
Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below. I declare that I am the owner,owner's legal representative,or the contractor. I
further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above-
described property for review and inspection as may be required.
X Owner/Agent/Contractor(circle one)Date:
If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet, please read,acknowledge and sign
the information provided on page 2 of 2.
Page 1 of 2
r
Name yl:)�kpiyyla\ Parcel# �2Z�j2 Z1 �� BLD#
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 2 of 2)
Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity.
Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater
Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website:
http//www.co.mason.wa—us/code/commissioners/index.htm
Please follow the links to "Title 14,Chapter 14.48 Stormwater Management".
Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan
(Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document
entitled "Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan". This document will assist
you in preparing the necessary information and plans for Public Works to review and approve. Per Department of
Public Works this document will constitute an approved plan if all of the relevant details*are to be installed in
their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health
information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval.
A design by a registered professional may be required for more complex sites.
*These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan
on the pages that begin with"Handout"
PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE
A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed
in'their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel.
B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the
system will be located as not to adversely affect any septic systems on this,or any other,parcel.
If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works
Department can provide additional instructions,guidance and examples.(Section 14.48.130)contact Public works at:
Phone: (360)-427-9670 EXT.450
Mail: P 0 Box 1850, Shelton WA 98584
Physical: 415 N 6th St, Shelton WA 98584
If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of
Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or
any other,parcel.You may also wish to consult with the septic design professional involved with the project. Mason
County Division of Environmental Health can be reached at:
Phone: (360)-427-9670 EXT. 352
Mail: P 0 Box 1666, Shelton WA 98584
Physical: 426 W Cedar St, Shelton WA 98584
A condition will be added to the building permit that states, in part,that all conditions the stormwater site plan will be met
prior to a request for final inspection of the building permit.
Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I
further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above-
described property for review inspection as may be required.
X Owner/Age circle one)Date: 4F ( /
Page 2 of 2
�f MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT
WSEC/Ventilation Code Compliance Application
Owner: Parcel#: 00 Type of project:
Total Sq. Ft. _ 1 S Floor : 2" floor: Heated Basement:
of heated area::
Heating System Type: 0 Electric wall heater O Electric Central Furnace O LPG Furnace
O Heat Pump with electric furnace O Heat pump with gas furnace O Ductless Heat Pump
O Boiler, specify fuel type: O Other: Specify:
Glazing Compliance P Prescriptive Option see reverse side circle one: 1 II II
Percentage: Method p Component Performance , Chapter 5— Calculation worksheets required
Check one::
Other (Specify):
Check one Whole House Ventilation system µ Whole House Ventilation µ Other,
Ventilation using exhaust fans&window or Integrated with a Forced Air describe:
System wall fresh air vents (M1508.4 System (M1508.5)
Referencing WSEC Section 901, "Additional Residential Energy Efficiency Requirements," all
NkW residential units must develop 1 credit from Table 9-1. Identify and describe which option(s)will be used
ENERGY to comply. If the table is not attached to this form you can access the table on our website at:
http://www.co.mason.wa.us/forms/Community Dev/index. h .
CREDITS Option: Description.-
Table 9-1
Window & Door Schedule (If needed, attach an additional sheet)
Total
Manufacturer Room/location U-Factor Size Quantity Square Feet
Windows:
�- e ►'�
,
1 � U
F1j- I
a e:` Q� )(r t �
Windows: Total Sq. ft.
Doors:
Doors: Total Sq. Ft
Total window and door area e-�
or 901 Additional Residential Energy Efficiency Requirements. Dwelling units permitted under this Code shall
comply with all provisions of Chapter 5 of this Code and develop 1 credit from Table 9-1.
EXCEPTION: Buildings complying using Chapter 4 Building Design by Systems Analysis shall meet
this provision of this section by demonstrating that the proposed building energy use is 8 percent less
than the target building energy use.
Table 9-1,Energy Credits (Debits)
OPTION DESCRIPTION CREDIT(S)
la HIGH EFFICIENCY HVAC EQUIPMENT 1: 1.0
Gas,propane or oil-fired furnace or boiler with minimum AFUE of 92%,
or
Air-source heat pump with minimum HSPF of 8.5.
lb HIGH EFFICIENCY HVAC EQUIPMENT 2: 2.0
Closed-loop ground source heat pump;with a minimum COP of 3.3.
1 c HIGH EFFICIENCY HVAC EQUIPMENT 3: 1.0
DUCTLESS SPLIT SYSTEM HEAT PUMPS,ZONAL CONTROL:
In home where the primary space heating system is zonal electric heating,a ductless heat
pump system shall be installed and provide heating to at least one zone of the housing unit.
2 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM: 1.0
All heating and cooling system components installed inside the conditioned space.All
combustion equipment shall be direct vent or sealed combustion. Locating system
components in conditioned crawl spaces is not permitted under this option. Electric
resistance heat is not permitted under this option. Direct combustion heating equipment
with AFUE less than 80% is not permitted under this option.
3 a EFFICIENT BUILDING ENVELOPE 1: 0.5
Prescriptive compliance is based on Table 6-1,Option III with the following modifications:
Window U=0.28 floor R-3 8, slab on grade R-10 full,below grade slab R-10 full.
or
Component performance compliance: Reduce the Target UA from Table 5-1 by 5%, as
determined using EQUATION 1. 1
3 b EFFICIENT BUILDING ENVELOPE 2: 1.0
Prescriptive compliance is based on Table 6-1,Option III with the following modifications:
Window U=0.25 and wall R-21 plus R-4 and R-38 floor, slab on grade R-10 full,below
grade slab R-10 full,and R-21 plus R-5 below grade basement walls.
or
Component performance compliance: Reduce the Target UA from Table 5.1 by 15%, as
determined using EQUATION 1. '
3 c SUPER-EFFICIENT BUILDING ENVELOPE 3: 2.0
Prescriptive compliance is based on Table 6-1,Option III with the following modifications:
Window U=0.22 and wall R-21 plus R-12 and R-38 floor, slab on grade R-10 full,below
grade slab R-10 full and R-21 plus R-12 below grade basement walls and R-49 advanced
ceiling and vault.
or
Component performance compliance: Reduce the Target UA from Table 5.1 by 30%,as
determined using EQUATION 1. '
4a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION: 0.5
Envelope leakage reduced to SLA of 0.00020 building envelope tightness shall be
considered acceptable when tested air leakage is less than specific leakage area of 0.00020
when tested with a blower door at a pressure difference of 50 PA. Testing shall occur after
rough in and after installation of penetrations of the building envelope, including
penetrations for utilities,plumbing,electrical,ventilation,and combustion appliances.
and
All whole house ventilation requirements as determined by Section M1508 of the
i
Washington State Residential Code shall be met with a heat recovery ventilation system in
accordance with Section M1508.7 of that Code.
4b ADDITIONAL AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION: 1.0
Envelope leakage reduced to SLA of 0.00015 building envelope tightness shall be
considered acceptable when tested air leakage is less than specific leakage area of 0.00015
when tested with a blower door at a pressure difference of 50 PA. Testing shall occur after
rough in and after installation of penetrations of the building envelope, including
penetrations for utilities,plumbing,electrical,ventilation,and combustion appliances.
and
All whole house ventilation requirements as determined by Section M 1508 of the
Washington State Residential Code shall be met with a heat recovery ventilation system in
accordance with Section M1508.7 of that Code.
5a EFFICIENT WATER HEATING:1 0.5
Water heating system shall include one of the following:
Gas,propane or oil water heater with a minimum EF of 0.62.
or
Electric Water Heater with a minimum EF of 0.93.
and for both cases
All showerhead and kitchen sink faucets installed in the house shall meet be rated at 1.75
GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less.2
5b HIGH EFFICIENCY WATER HEATING: 1.5
Water heating system shall include one of the following:
Gas,propane or oil water heater with a minimum EF of 0.82.
or
Solar water heating supplementing a minimum standard water heater. Solar water heating
will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating
and Certification Corporation(SRCC)Annual Performance of OG-300 Certified Solar
Water Heating Systems.
or
Electric heat pump water heater with a minimum EF of 2.0.
6 SMALL DWELLING UNIT 1: 1.0
Dwelling units less than 1500 square feet in floor area with less than 300 square feet of
window door area.Additions to existing building that are less than 750 square feet of heated
floor area.
7 LARGE DWELLING UNIT 1: -1.0
Dwelling units exceeding 5000 square feet of floor area shall be assessed a deduction for
purposes of complying with Section 901 of this Code.
8 RENEWABLE ELECTRIC ENERGY: 0.5
For each 1200 kWh of electrical generation provided annually by on-site wind or solar
equipment a 0.5 credit shall be allowed,up to 3 credits. Generation shall be calculated
as follows:
For solar electric systems,the design shall be demonstrated to meet this requirement
using the National Renewable Energy Laboratory calculator PVWATTs.
Documentation noting solar access shall be included on the plans.
For wind generation projects designs shall document annual power generation based
on the following factors:
The wind turbine power curve;average annual wind speed at the site;frequency
distribution of the wind speed at the site and height of the tower.
Footnotes: 1. Interior Duct Placement: Ducts included as Option 2 of Table 9-1 shall be placed wholly within the
heated envelope of the housing unit. The placement shall be inspected and certified to receive the credits
associated with this option.
Exceptions:
Ducts complying with this section may have up to 5%of the total linear feet of ducts located in the
exterior cavities or buffer spaces of the dwelling. If this exception is used the ducts will be tested to
the following standards:
Post-construction test: Leakage to outdoors shall be less than or equal to 1 CFM per 100$ of
conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the
entire system, including the manufacturer's air handler enclosure.All register boots shall be taped
or otherwise sealed during the test.
2.Plumbing Fixtures Flow Ratings.Low flow plumbing fixtures(water closets and urinals)and fittings
(faucets and showerheads)shall comply with the following requirements:
(a)Residential bathroom lavatory sink faucets: Maximum flow rate-3.8 L/min(1.0 gal/min)when tested in
accordance with ASME A 112.18.1/CSA B 125.1.
(b)Residential kitchen faucets: Maximum flow rate-6.6 L/min(1.75 gal/min)when tested in accordance
with ASME A112.18.1/CSA B125.1.
(c)Residential showerheads: Maximum flow rate-6.6 L/min(1.75 gal/min)when tested in accordance with
ASME A112.18.1/CSA B125.1.
Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1
Project Information Contact Information
7405 CLASSIC : ADAIR HOMES.
This set of forms has been developed to assist permit applicants documenting compliance with the
Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located
in Climate Zone 1.
The following forms provide much of the required documentation for plan review. The details noted here
must also be shown on the drawings (WSEC 104.2).
This form is not a substitute for the energy code itself. To obtain a copy of the energy code,
go to the following web address. http://www.energy.wsu.edu/code
Glazing Glazing U-Factor Door 9 2 Vaulted Wall12 Wall- into Wall- ext4 s Slab'
Option Area10: 11 U-Factor Ceiling Ceiling; Above Below Below Floor on
%of Floor Vertical Overhead Grade Grade Grade Grade
R-49 or R-21 R-21 R-10
OI 13% 0.34 0.50 0.20 R-38 R-38 Int' TB R-10 R-30 2,
Adv.
R-49 or R-21 R-21 R-10
011 25% 0.32 0.50 0.20 R-38 R-38 Int.' TB R-10 R-30 2
Adv.
R-49 or R-21 R-21 R-10
OIII Unlimited 0.30 0.50 0.20 R-38 R-38 Int.' TB R-10 R-30 2,
Adv.
See WSEC table 6-1 for footnotes
Glazing Schedule Attached to Document
❑ Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing
and doors meet maximum U-factor. Alternate heating size method submitted.
❑ Option I or 11, Glazing to floor area limit (WSEC 602.7.2)
❑ Area weighted window, skylight or door U-factor(WSEC 602.7.2)
El As part of the heating system sizing calculation (IRC M1401.3 &WSEC 503.2.2)
Radiant slab:
❑ R-10 foam insulation, continuous with thermal break (WSEC 502.1.4.9)
Chapter 9 Options Total of 1 Credit Required
Opt. Opt. Description
1a IHigh Efficiency HVAC Equipment 1 ❑
1 b High Efficiency HVAC Equipment 2 ❑
1c High Efficiency HVAC Equipment 3 ❑
2 High Efficiency HVAC Distribution System ❑
3a Efficient Building Envelope 1 0.5
3b Efficient Building Envelope 2 ❑
3c Super-Efficient Building Envelope 3 ❑
4a Air Leakage Control and Efficient Ventilation ❑
4b Additional Air Leakage Control and Efficient Ventilation ❑
5a Efficient Water Heating 0.5
5b High Effieciency Water Heatin ❑
6 Small Dwelling Unit 1.0 P]
7 Lar e Dwelling Unit ❑
8 Renewable Electric Energy -1200 kwh ❑
Total Credits 2.00
WSEC Prescriptive Worksheet(2010 edition)Zone 1 WSUEEP10-010 Copyright 2010
Oazing Schedule
Project Information Contact Information
1405 CLASSIC ADAIR HOMES
Conditioned Floor Area: :::::::::::: :1405 Sum of UA for Heating System Sizing 54.1
Sum of All Glazing Areas From Below 176
Glazing to Floor Area Ratio 12.53% 602.7.2 Exception Ratio (not to exceed 1%)0
Exterior Doors
Plan Component Door Percent Width Height Glazing Door Door
ID Description Ref. U-factor Glazed Qt. Feet "" Feet Inch Area Area UA
GARAGE SIRE DOOR HUT ....0.150 1 2 10 6 ga 19.4 2.9
.. ......... ..... ..
One Exempt Swinging Door<24 Square Feet
Sum of Glazing Area, Door Area, and UA (do not include exempt door) 19.4 2.9
Area Weighted U = UA/Area 0.15
Sum of Area and UA for Heating system size only(include exempt door) 19.4 2.9
Vertical Glazing (Windows, Glazed doors using Exception 602.6 #1)
Plan Component Glazing Width Height Glazing
ID Description Ref. U-factor Qt. Feet inch Feet inch Area UA
JELD WIEN BUILDERS HOR.SLIDER J W 0.300 : 2 60.0 18.00
JELD-WEWBUILDERS HOR SLIDER ::: J-V11:,: 0.300 1: >: 4. .: 4 1&0 4.80
JELD WEN:[�QILDERS PATIO DOOR::::::J-W 4.284...:: 2. 6 ' ::::. 6 ... 82.0 22.96
JELD:WEN GUIDERS HOR SLIDER J*1 .: .G:3t a >. 2 3 ;:.3. ' 18.0 5.40
Sum of Area and UA 176.0 51.16
Area Weighted U = UA/Area 0.29
WSEC Prescriptive Worksheet(2010 Edition)
WSUEEP10-010 Copyright 2010
U erhead Glazing
•.W Plan Component Glazing Width Height
ID Description Ref. U Qt. Feet inch Feet inch Area UA
........... ..... ......
................ .....
......
.................................................. ....... ... .. .. ..
... ........................................... . ... ..... .... .
I.
Sum of Area and UA
Area Weighted U = UA/Area
Doube Glazed Garden Windows Section 602.7.2 Exception
Plan Component Width Height
ID Description Qt. Feet Inch Feet Inch Area UA
. . .... . ... ... .. . . . .
....... . ......... . .
..... .......... .. .
. ...... ..... ... .. .
..... .......... . . .
...... ..... ... . . . .
..... ............. .
...... ..... ... . ..
Sum of Area
Sum of Area X 3 (This total is automatically included in the glazing area total.)
Glazing UA for Heating System Size Only =Area X 0.63
WSEC Prescriptive Worksheet(2010 Edition)
WSUEEP10-010 Copyright 2010
&ifnple Heating System Size: Climate Zone 1
.� Project Information Contact Information
1405 CLASSIC ADAIR HOMES
Indoor Design Temperature 70
Outdoor Design Temperature 23
Design Temperature Difference (AT)
AT=Indoor-Outdoor Design Temp 47
Conditioned Floor Area 1 1405
Conditioned Volume 1 13072
Glazing
Copy Sum of UA from Glazing Schedule 54
Attic U-Factor X Area = UA
R-49 0.027 1405 37.9
R-38 Advanced 0.026
Single Rafter or Joist Vaulted Ceilings
U-Factor X Area = UA
R-38 Vented 0.027
Above Grade Walls U-Factor X Area = UA
R-21 0.056 1392 78.0
Floors U-Factor X Area = UA
R-30 0.029 1405 40.7
Below Grade Walls U-Factor X Area = UA
2' Depth Walls 0.042
3.5' Depth Walls 0.041
7' Depth Walls 0.037
Slab Below Grade F-Factor X Length = UA
2' Depth 0.59
3.5' Depth 0.64
7' Depth 0.57
Slab on Grade F-Factor X Length = UA
R-10 2' perimeter 0.54
R-10 Full - Heated 0.55
Sum of UA 211
Envelope Heat Load 9903 Btu / Hour
Sum of UA X AT
Air Leakage Heat Load 6635 Btu / Hour
((Volume X 0.6)X AT)X.018))
Building Design Heat Load 1653E Btu / Hour
Air Leakage+Envelope Heat Loss
Building and Duct Heat Load ]Btu / Hour
If ducts are located in unconditioned space:Sum of Building Heat Loss X 1.15
If ducts are located in conditioned space:Sum of Building Heat Loss X 1
Maximum Heat Equipment Output 150% ]Btu / Hour
Building and Duct Heat Loss X 1.50
WSEC Prescriptive Worksheet(2010 Edition)
WSUEEP10-010 Copyright 2010
Reduce 50' of buffer from 1 10' to 85' Proposed 50' x 50' House
for SFR Location Location
Remove Himalaya❑
Blackberry
Install Native Vegetation
4---- Existing Driveway and Parking
Remove Garag
'�1tiL\L i.....• ........
Remove House O
IIQ'
Wetland 1
560'
Np
`tream
WellOntl �
N
I
13 5' 1
. � t
Increase buffer from 110' to
135' for minimum 50' segment
of butter. ;4 1101
330'
North
This slto map was created by TWC by
crordlnadng measurements and information
from several sources. including the Mason
County Assessor Aerial Photo 2009 and
GoogleEarth aerial images and measurements.
All locations are aooroximate.
FIGURE 2 SITE MAP
Project Name: Parcel 12232-21-90000
Wetland Delineation
Location: Grapeview,Washington
�V Project: TWC11-W53
THE WETLAND CORPS Client: Tim & Kendara VanNorman
Date: 6/11
Z/Z'd T0z02bG092TG:01 2bTTST2 E:DIA-dn �,H'--�:6OaIA t7S:8,0 --TG2-T-93A
PLOT PLAN
NAME:
ADDRESS:
CITY: STATE: PHONE:
PROPERTY ADDRESS: A 16
CITY: STATE: WA OLINTY:
LEGAL ADDRESS: TS R l SEC PARCEL#:_
SCALE: 1" _ Q� DATE:
THE INFORMATION ON THIS PLOT PLAN HAS BEEN PROVIDED AND REVIEWED BY THE PROPERTY OWNER WHO IS SIGNING BELOW AND 1)ACKNOWLEDGES AND
ACCEPTS FULL RESPONSIBILITY FOR ITS ACCURACY AND COMPLETENESS 2)IS RESPONSIBLE TO ENSURE THAT THE IMPROVEMENTS TO THE SITE TAKE PLACE IN
CONFORMANCE WITH THIS PLAN 3)WILL ESTABLISH ALL CORNER IRONS,LOT LINES,AND CODE REQUIRED SET BACKS REQUIRED OF THIS PROPERTY. ANY CHANGE
TO THIS PLAN MUST BE PRE-APPROVED BY THE GOVERNMENTAL AGENCIES WITHIN THE JURISDICTION AND THE MORTGAGE LENDER. THE CONTRACTOR SHALL BE
DOCUMENTED ON THE CHANGES.
-----►--�- R'S SIGNATURE
OWNER'S SIGNATURE
I
bt.A �
•t,
►ew'Do GJ
44 i
IID
S60 SDI
LAN N I N G. tVIASON CO NTY MM PLANNIN
i SITE PLAN REQUIREC TO BE ON SITE
ALL S TBACKS ARE MEASURED CHAN ES SUBJET O APPROVAL
ROM THE FURTHESTfive
PROJECTION OFTHE BUILDIN` BY Date �v
7 ECEIV. ,
A MAY 1 1 2-u
42�
3�0
V
Reduce' of buffer from 110' to 85' Proposed 50' x 50' House
for SFR Location Location
Remove Himalayan
Blackberry
Install Native Vegetation
f--85'-;�1
Existing Driveway and Parking
Remove Garage
>t .............f.........
Remove House , 1 l l '
Wetland
560' �� A
Np
tream
Wetland
B
/ I
135' l
Increase buffer from 110'to
i
135' for minimum 50' segment
of buffer. 110, 1
330'
North
This site map was created by TWC by
coordinating measurements and information
from several sources, including the Mason
County Assessor Aerial Photo 2009 and
GoogleEarth aerial images and measurements.
All locations are aooroximate.
FIGURE 2 SITE MAP
Project Name: Parcel 12232-21-90000
Wetland Delineation
Location: Grapeview, Washington
Project: TWC11-W53
THE WETLAND CORPS Client: Tim & Kendara VanNorman
Date: 6/11
ACCESS & GRADE INSPECTION BLD 2
ADDRESS: � f� 67� f/VX ���� /—)0/�1D
INSPECTOR: DATE OF INSPECTION:
FIRE SPRINKLER REQUIRED? (circle) YES
IF fire sprinkler required, was notification letter mailed? DATE MAILED:
DRIVEWAY ACCESS
( ) need post at access of driveway with reflective address numbers
Length: Width: Surface:
Size of turn-around:
Condition of shoulders:
Vertical clearance:
GRADE OF DRIVEWAY %, OF ROAD %
ROAD ACCESS
Length: Width: Surface:
Condition of Shoulders:
Vertical clearance:
( ) BURN PERMIT REQUIRED FOR LAND CLEARING FIRE.
L� LOT INSIDE UGA—NO OUTDOOR BURNING PERMITTED.
LOT TOO SMALL FOR: BURN PERMITS 4 X 4 FIRES
2 X 3 FIRES
PASSED ( ) FAILED ( ) ON HOLD ( )
REMARKS: