HomeMy WebLinkAboutBLD2006-00091 SFR - BLD Permit / Conditions - 1/23/2006 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
Shelton, WA 98584
RESIDENTIAL BUILDING PERMIT BLD2006-00091
OWNER: DON PUPERA& SANDRA AUSTIN RECEIVED: 1/23/2006
CONTRACTOR: LICENSE: EXP: ISSUED:
SITE ADDRESS: 360 E SHAMROCK DR SHELTON EXPIRES:
PARCEL NUMBER: 321275200022
LEGAL DESCRIPTION: LAKE LIMERICK 2 - REPLAT LOT 2 LOT: 22
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
New SFR Mason Lk. Rd. to left on St.Andrews Dr
General Information Construction &Occupancy Information Square Footage Information
No. of Bedrooms: 2 Type of Constr.: V-B
Type of Use: SF Insp.Area: No.of Bathrooms: 2 Occ. Group: R-3, U Lot Size: Deck: 404
Type of Work: NEW Fire Dist.: No. of Stories: 1 Occ. Load: Building:1,676 Garage-Attached 511
Valuation: Building Height: Occ. Status: Primary Basement: Cov. Porch 138
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front:NW 64.0 Ft. Shoreline: Ft. Water Body:
Rear: E 27.0 Ft. Slope: Ft. SEPA?: No
Model: Width: Ft. Side 1: W 5.0 Ft. Shoreline Desig.: Not Applicable
Year: Serial No.: Side 2: S 43.0 Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Dishwasher 1 Exhaust Hood 1 Plan Check Fee KKK 1/23/2006 $769.70 S22006000
Hosebibs 2 Furnace<100K 1 Planning Review Fee KKK 1/23/2006 $155.00 S22006000
Kitchen Sink 1 Ventilation Fan 3 Address Fee GMM 1/26/2006 $140.00 S22006000
Laundry Tray 1 Heat Pump 1 Building State Fee JRN 3/3/2006 $4.50 S22006000
Lavatories 2 Dryer Vent 1 Building Permit Fee JRN 3/3/2006 $1,167.35 822006000
Showers 1 Mechanical Fee JRN 3/3/2006 $65.10 S22006000
Water Closets (Toilets) 2 Mechanical Base Fee JRN 3/3/2006 $23.50 S22006000
Water Heaters 1 Plumbing Fee JRN 3/3/2006 $82.00 S22006000
Bath Tubs 1 Plumbing Base Fee JRN 3/3/2006 $20.00 S22006000
ADJUST--Plan Check Fee JRN 3/3/2006 -$10.92 s22006000
Clothes Washer 1 EH Plan Review CEW 3/3/2006 $75.00 S22006000
Total $2,491.23
' BLD2006-00091 Please referto the following pages for conditions of this permit. 1 of 4
' CASE NOTES FOR
BLD2006-00091
CONDITIONS FOR
BLD2006-00091
1) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
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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) The internatioanl 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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4) 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 ap roved.
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5) Water quality is not to be degraded to the detriment of the aquatic environment as a result of this project.
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6) Prior to final approval, all upland areas disturbed or newl cr ted b construction activities shall be seeded, vegetated or given an equivalent type of
erosion protection (silt fencing or straw matting). X
7) 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 rior to any further inspections being performed or approvals granted.
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BLD2006-00091 Please refer to the following pages for conditions of this permit. 2 of 4
8)• In accordance with international codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads,"all new structures that
i require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the
access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background.
Mason County Building Department requires that this be completed prior to calling for any site inspections. A re-inspection fee based on rates as adopted
by the jurisdiction and the international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting
inspections.
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9) 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
X mo�val of app7d documents will result in failure of required building inspections.
10) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X
11) Washington State Energy Code Compliance has been approved using the following:
Heat Type: Electric or other fuels, Compliance Method: IV, Window(Max U-Factor):0.40, Skylight(Max U-Factor):0.58,
Doors JypY a U-Factor):0.40 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38,Vault Insulation R-30, Slab Insulation R-10.
12) 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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13) 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
`rged and snail be collected by the Building Department prior to any further inspections being performed or approvals granted.
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14) 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
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15) 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 Xro�t.���
BLD2006-00091 Please referto the following pages for conditions of this permit. 3 of 4
1(;) 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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17) 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 hall be made prior to requesting additional inspections.
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18) All property lines shall be clearly identified at the time of foundation inspection. X
19) 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�nty�ordinances and building regulations.
20) 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
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action from being taken. No more than one extension may be granted.
21) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners,
connec �s�rd flashing. Install metal connectors approved for contact with the new types of pressure treated material.
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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 pro and 'ruct 'for revie and inspection.
OWNER ORA v- DATE:
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BLD2006-00091 Please refer to the following pages for conditions of this permit. 4 of 4
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�T� REPORT
I INTERTEK TESTING SERVICES
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tarty isle
3933 US ROUTE 11 CORTLAND, NEW YORK 13045
Order No. J98013582 Date: August 3, 1998
REPORT NO. J98013582-001
TEST OF 1/8-INCH NOMINAL THICKNESS
ORGANIC COATED GLASS WITH 4mi1
(SCL SR PS4) ORGANIC COATING
RENDERED TO
COURTAULDS PERFORMANCE FILMS
PO BOX 5068
MARTINSVILLE, VA 24115
Introduction
This report presents the test methods and results of tests performed on Organic Coated
architectural Glazing Materials. The tests were conducted in accordance with the
American National Standard: "Safety Performance Specifications and Methods of Test for
Transparent Safety Glazing Materials Used in Buildings", ANSI Z97.1-1984, Sections 5.1.
Test Methods and Results
Four specimens were tested as submitted, except that any masking or protective material
was removed prior to test. The samples were separated and allowed to rest for at least
four hours at temperatures between 70e and 850F to insure uniform temperature
throughout each specimen at the time of test. Operating procedures were in accordance
with ASTM G26-70, "Standard Recommended Practice for Operating Light-and Water
Exposure Apparatus (Xenon-Arc Type)for Exposure of Nonmetallic Materials", April 13,
1970, as augmented for plastics by ASTM D2565-70, "Standard Recommended Practice
for Operating Xenon-Arc Type (Water-Cooled) Light-and Water Exposure Apparatus for
Exposure of Plastics", Procedure B.
An independent organization testing for safety,performance,and certlfloati",
All cervices undertaken subject to the foloving gertard poky: Reports
re submitted for exclusive use of the silents to
whom they ere addressed. Their significance Is subject to the adequacy and r■pr■ssntatIv* character of the sempl es and
to the comprehensiveness of the teats, exanenedons or surveys made, No quotations tram reports or use of ITS"s name is parmftted
except as azpreedy authorized by ITS In writing.
Report No. J98013582-001 Page 2 of 4 August 3, 1998
Test Methods and Results (Cont'd)
5,11 A
The specimen to be tested was mounted within a frame constructed in accordance with
Figure 1 of the Standard, in a vertical position and retained with the edge clamps provided.
5.1 Procedure
The impact object (shot bag), constructed in accordance with Figure 2 of the Standard,
was supported from an overhead support, so located that the impacting object, when at
rest,will, at its maximum diameter, be no more than 1/2-inch from the center area portion
of the specimen. (See Figure 1 of the Standard.)
Each specimen was struck once at the center with the impacting object, swinging in a
pendulum arc from a drop height of 12-inches (Figure 1 of the Standard) above the
horizontal centerline of the specimen. (The drop height was measured from the maximum
diameter of the impacting object to the horizontal centerline of the specimen. The
impacting object was stabilized before release.)
If no breakage occurred; the same specimen was again impacted, but with the drop height
increased to 18, then 46-inches.
Specimen No. 1
Average Thickness: 0.118 -inches
Dimensions: 34 X 76-inches
Results: Breakage occurred at 12-inches with numerous cracks and
fissures; no opening resulted from the impact.
Impact Side: Glass
Specimen No. 2
Average Thickness: 0.119-inches
Dimensions: 34 x 76-inches
Results: Breakage occurred at 12-inches with numerous cracks and
fissures; a 3/4"x 16 1/2" opening resulted from the impact,
Impact Side: Glass
Specimen No. 3
Average Thickness: 0.119-inches
Dimensions: 34 x 76-inches
Results: Breakage occurred at 12-inches with numerous cracks and
fissures; no opening resulted from the impact.
impact Side: Film
Report No. J98013582-001 Page 3 of 4 August 3, 1998
Specimen No. 4
Average Thickness: 0.119-inches
Dimensions: 34 x 76-inches
Results: Breakage occurred at 12-inches with numerous cracks and
fissures; no opening resulted from the impact.
Impact Side: Film
5.1.3 Interpretation of Results
The impact test is considered satisfactory if any one of the following safety criteria is met
by each of the four specimens tested.
1. When breakage occurs at 12-inches, 18-inches, or 48-inches, numerous cracks and
fissures may occur, but no shear or opening through which a 3-inch diameter
sphere may be freely passed shall develop.
2. The specimen remains intact after any one of the 3 impacts, though not
necessarily remaining within the frame.
3. The specimen does not break.
Summary
Based on the results presented above, the specimens tested demonstrated their
compliance to ANSI Z97.1-1984 impact requirements.
{
Report No. J98013582-001 Page 4 of 4 August 3,_1998
Conclusion
ITS reports are submitted for the exclusive use of the client to whom they are addressed.
No quotation from reports or use of ITS's name is permitted except as expressly authorized
by ITS in writing. Use of our reports in their entiret is permissible, however, excerpts or
quotations require our approval. ITS agrees not to release any information regarding tests
or investigation without the client's written authorization to do so.
Test Date
August 3, 1998
Report Reviewed by: SOF Report Approved by:
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Randy Hill ` 'cr. +d ' John Sabelli
Test Supervisor s� �` '"'� ' Professional Engineer
Programs Division o 928A P` Performance Division
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MASON COUNTY PERMITNO. 13QJZO`.Q 'g
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 ;-':i(2�1�►�--�' Up(y� lcJ •' Company Name
Mailin Address / + 8 '" A4.` 5 Mailing Address
City State WA Zip Code 921416 City State Zip Code—
Phone (0, Z'f(A, Other Ph.. " ' ?' Phone Other Ph.
Lien/Title Holder Contractor Reg. # Exp.
E mail address °�`" 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 Sewer System Name of Sewer System
PARCEL INFORMATION - 12 Digit Parcel No. Fire District
Legal Description
Site Address (Please include street name, street number and city)
Directions to site
Will timber be cut and sold in parcel preparation?Yes/No
Is property within 200'of Saltwater ILake River/Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs
Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No
TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑
Use of Building Describe Work
No. of Bedrooms No. of Bathrooms Square Footage- 1st Floor 2nd Floor
3rd Floor Basement Deck Covered Deck Other Sq. ft.
Garage Attached Detached Carport Attached Detached
MANUFACTURED HOME INFORMATION - Make Model Year
Length Width Serial No. No. of Bedrooms No. of Bathrooms
Type of Heat Purchase Price Replacement Unit? Yes/No
Installer Name Certification No.
OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or the contractor. I further declare
that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all
the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work
proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or
agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above
described property and structure for review and inspection. This permit/application becomes null &void if work or authorized construction is
not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY
MEANS OFAP OGRESS INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THEAPPLICATION.
X �40) i ' ' ,/' � !`�.r. _ate Date:
Owner/Owners Representative/Contractor (indicate which one)
FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department 3�
Planning Department
Environmental Health Department
Fire Marshal
FEES
Building Permit Fee 3f Site Inspection
Plan Review Fee EH Review Fee
Plumbing & Base Fee Planning Review Fee
Mechanical & Base fee `�� Other
Wood /Gas/ Pellet Stove Fee State Fee 5�
Violation Fee Pre-Paid at Submittal
Valuation $ l `)S TOTAL FEES
MASON COUNTY PERMIT NO.
PLUMBING/MECHANICAL PERMIT APPLICATION
426 W. Cedar• P.O. Box 186, Shelton, WA 98584
Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269
On the web www.co.mason.wa.us
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owned ° //-l.- Company Name
Mailing AddresG Mailing Address
City State U Zip Code City State Zip Code
Phone Other Ph. Phone Other Ph.
Lien/Title Holder Contractor Reg...4 Exp.
E mail address 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
Site Address (Please include street name, street number and city)
Directions to site L j 1 z= =T c '`2S= 77
1
Is property within 200'of Saltwater Lake River/Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs > 15%
TYPE OF JOB - New Add Alt Repair Other Use of Building
Location of Fixtures/Units - 1st Floor 2nd Floor Basement Garage Closet
PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS
Type of Fixture No. of Fixtures Fees Fuel Type:Electric___ LPQ— Natural Gas Heat Pump_
Toilets Type of Unit No. of Units Fees
Bathroom Sink Furnace
Bath Tubs Heatpumps
Showers A4 t Spot Vent Fan 4 3
Water Heater Propane Tank
Clothes Washer Gas Outlets
Kithen Sinks Wood/Gas/Pellet Stove
Dishwasher Kitchen Exhaust Hood
Hosebibs Dryer Vent
Other _.5 1 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 CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION.
X Date:
Owner/Owners Representative/Contractor (indicate which one)
FOR OFFICIAL USE BEYONDTHIS 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
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\ ; Date: 01-24-2006
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51TE FLAN Drawn by. G,J.H.
Job: 2005-OS
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