HomeMy WebLinkAboutBLD2011-00729 Cancelled Covered Deck - BLD Permit / Conditions - 9/22/2011 Inspection Line (3bU)421-1ZbZ
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
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RESIDENTIAL BUILDING PERMIT BLD2011-00729
OWNER: JODY BENNETT RECEIVED: 9/1/2011
CONTRACTOR: LICENSE: EXP: ISSUED: 10/10/2011
SITE ADDRESS: 1690 NE BLACKSMITH DR BELFAIR EXPIRES: 4/10/2012
PARCEL NUMBER: 223107900580
LEGAL DESCRIPTION: TR 58 OF SURVEY 11/17 "'1/2 INT EXMPT"
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
NEW STAND ALONE COVERED DECK ST RT 3 TO BELFAIR, L ON ST RT 300/NORTH SHORE RD, R ON SAND
HILL RD, L ON BEARCREEK DEWATTO RD, L ON BLACKSMITH DR TO
SITE ADDRESS ON THE RIGHT SIDE
General Information Construction&Occupancy Information S_qwye Footage Information
No. of Bedrooms: Type of Constr.: VB
Type of Us4) MH Insp.Area: No. of Bathrooms: n Occ. Group: R-3 Lot Size: �/J� Deck:
Type of Work: `jECK Fire Dist.: 2 No. of Stories: 9 Occ. Load: Building: mil/
Valuation: $, 04.16 Building Height: Occ. Status: Primary Basement: COV PORCH 432
Manufactured:i a formation SetbaER11 ation Shoreline& a ng Information
Make: Le,IC
Ft. Front: S 140.0 Ft. �81'loreline: Ft.
Water Body:
Rear: N 200.0 Ft. ` lope: Ft. SEPA?:
Model: Widt yf Ft. Side 1: E 130.0 Ft. Shoreline Desig.: 0 Applicable
Year: Serial No.: Side 2: W 200.0 Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Plan Check Fee GMM 9/1/2011 $108.71 S120110001
Planning Review Fee GMM 9/1/2011 $205.00 S120110001
Building State Fee LDK 9/22/2011 $4.50 S12011000i
Building Permit Fee LDK 9/22/2011 $167.25 S12011000i
Total $485.46
BLD2011-00729 Please refer to the following pages for conditions of this permit. Page 1 of 5
CASE NOTES FOR
BLD2011-00729
CONDITIONS FOR
BLD2011-00729
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
1-800-647-0 82 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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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
Department pN
o any further inspections being performed or approvals granted.
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3) Owner/Age t i 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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4) 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 p roved documents will result in failure of required building inspections.
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5) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X
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6) 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 JP&
ment prior to any further inspections being performed or approvals granted.
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7) 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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BLD2011-00729 Please refer to the following pages for conditions of this permit. Page 2 of 5
• A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement,
inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the
owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel
prior to the commencement of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater
Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes
an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are
responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic
system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final
inspection of the building permit the owner/agent/contractor&iapknowledging that all components of the stormwater management system have been
installed as approved on the stormwater site plan. X
9) 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 f(A)Rdtion drains within 30ft, down gradient of drainfield/reserve area.
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10) Concred 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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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
permit revoca aA
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12) Provisions for urface/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 26 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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13) Placeme o structure must comply with standards set forth per the international codes regarding descending and/or ascending slopes.
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14) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinance or elation, must be reviewed and approved by Mason County prior to construction.
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BLD2011-00729 Please refer to the following pages for conditions of this permit. Page 3 of 5
• i5) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASUN GUUN I Y BUILUINU UEPAK I MEN I ANU I HL AUUH I t_U
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 shal a ade prior to requesting additional inspections.
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16) All property lines shall be clearly identified at the time of foundation inspection. X ►I;
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17) 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 Coun or nances and building regulations.
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18) 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 rev ted action from being taken. No more than one extension may be granted.
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19) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners,
connecto d flashing. Install metal connectors approved for contact with the new types of pressure treated material.
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20) Retaining walls needed to support a surcharge su h as structures, roads, or to support slopes, shall require a separate building permit and approval prior
to construction of the retaining wall. X
21) By definition, propane tanks and heatpumps ire 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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22) 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 it Ian"to ensure these structures are shown and meet the setback conditions listed.
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23) Approved pe dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
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24) All construction and demolition debris must be removed from the site after project completion. Prop d' posal of construction debris must be on land in
such a manner that debris cannot enter or cause water quality degradation of State waters. X
25) Temporary erosion control measures must be implemented to prevent water quality degradation of adjac nt aters or wetlands. Silt fencing, straw, or
jute matting must be installed and maintained until upland vegetation has become established. X
BLD2011-00729 Please refer to the following pages for conditions of this permit. Page 4 of 5
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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 Mas n Co ty access to the above des cr'bed property and structure for review and inspection.
OWNER OR AGENT: DATE: l l
BLD2011-00729 Please refer to the following pages for conditions of this permit. Page 5 of 5
o CONCRETE MECHANICAL MANUFACTURED HOME m
O Date By Z
Footings !Setbacks Gas Piping Ribbons Z
o Interor Date By Interior-Date By Date By M
PQ Exterior Date By Exterior-Date B�+ c�_� �
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Point Loa is at F oti INSULATION Date By O
-�j�°�,�'N TA BG f SLAB INSULATION Date B FIRE DEPARTMENT �
Data By
Foundation Walla Floors Date By
Date By Date By DECKS
FRAMING Wails Date By
Date By Data By PROPANE TANKS
PLUMBING vault Date ey
Date By OTHER
Groundwork Attic _
Date By Type.
Date 8y Date By
o.w.v DRYWALL Type.
Int Brace Wall Date By W
Date By Date By — r
CDFINAL INSPECTION 0
iv
y Water Line Fire Separation N
Date By Date By Date By O
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s Type of Insp. Fail Date Date Done By Comments
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DECK r-LOOR PLAN
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-AC K�M IT H DR. DATE AUGUST .30) 20 t I
Uniformly Loaded Floor Beam[2006 International Residential Code(05 NDS)1 Ver: 7.01.14
By: Debbera Coker, Mason County on: 04-29-2013 : 08:32:37 AM
Protect: - Location:
Summary:
1.5 IN x 11.25 IN x 8.0 FT /#2- Hem-Fir- Dry Use
Section Adequate By: 7.6% Controlling Factor: Section Modulus/Depth Required 10.84 In
Deflections:
Dead Load: DLD= 0.02 IN
Live Load: LLD= 0.08 IN = L/1205
Total Load: TLD= 0.10 IN = L/952
Reactions(Each End):
Live Load: LL-Rxn= 800 LB
Dead Load: DL-Rxn= 213 LB
Total Load: TL-Rxn= 1013 LB
Bearing Length Required (Beam only, support capacity not checked): BL= 1.67 IN
Beam Data:
Span: L= 8.0 FT
Unbraced Lenqth-Top of Beam: Lu= 2.0 FT
Live Load Deflect. Criteria: L/ 360
Total Load Deflect. Criteria: L/ 240
Floor Loadinq:
Floor Live Load-Side One: LL1= 40.0 PSF
Floor Dead Load-Side One: DL1= 10.0 PSF
Tributary Width-Side One: TW1= 4.0 FT
Floor Live Load-Side Two: LL2= 40.0 PSF
Floor Dead Load-Side Two: DL2= 10.0 PSF
Tributary Width-Side Two: TW2= 1.0 FT
Live Load Duration Factor: Cd= 1.00
Wall Load: WALL= 0 PLF
Beam Loadinq:
Beam Total Live Load: wL= 200 PLF
Beam Self Weiqht: BSW= 3 PLF
Beam Total Dead Load: wD= 53 PLF
Total Maximum Load: wT= 253 PLF
Properties For:#2- Hem-Fir
Bendinq Stress: Fb= 850 PSI
Shear Stress: Fv= 150 PSI
Modulus of Elasticity: E= 1300000 PSI
Adjusted Modulus of Elasticity: E-Min= 470000 PSI
Stress Perpendicular to Grain: Fc_perp= 405 PSI
Adjusted Properties
Fb'(Tension): Fb'= 827 PSI
Adjustment Factors: Cd=1.00 CI=0.97 CF=1.00
Fv': Fv'= 150 PSI
Adiustment Factors: Cd=1.00
Design Requirements:
Controllinq Moment: M= 2025 FT-LB
4.0 ft from left support
Critical moment created by combining all dead and live loads.
Controllinq Shear: V= 790 LB
At a distance d from support.
Critical shear created by combining all dead and live loads.
Comparisons With Required Sections:
Section Modulus (Moment): Sreq= 29.40 IN3
S= 31.64 IN3
Area(Shear): Areq= 7.90 IN2
A= 16.88 IN2
Moment of Inertia (Deflection): Ireq= 53.16 IN4
1= 177.98 IN4