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Home My WebLink AboutBLD2006-00796 Dock - BLD Permit / Conditions - 1/7/2007 Inspection Line(360)327-7262 NPMASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 10 Shelton,WA 98584 RESIDENTIAL BUILDING PERMIT BLD2006-00796 OWNER: STANLEY JACOBS RECEIVED: 5/12/2006 CONTRACTOR: LAKESHORE CONSTRUCTION LICENSE: LAKESC`155JA EXP: 4/4/2007 ISSUED: 7/7/2006 SITE ADDRESS: 521 NE MOUNTAIN VIEW DR TAHUYA EXPIRES: 1/7/2007 PARCEL NUMBER: 223195000031 LEGAL DESCRIPTION: WOOTEN LAKE TRACTS TRS 31-32 PROJECT DESCRIPTION: DIRECTIONS TO SITE: Dock Belfair Tahuya Rd. to right on Haven Way to Tee Lake to right on Mt. View to address. General Information Construction &Occupancy Information Square Footage Information No.of Bedrooms: Type of Constr.: Type of Use: Insp.Area: No.of Bathrooms: Occ. Group: Lot Size: Deck: Type of Work: Fire Dist.: No.of Stories: Occ. Load: Building: Valuation: Building Height: Occ. Status: Basement: dock 340 Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: Ft. Shoreline: Ft. Water Body: Wooten lake SEPA?: Yes Rear: Ft. Slope: Ft. Model: Width: Ft. Side 1: Ft. Shoreline Desig.: Urban Year: Serial No.: Side 2: Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee KKK 5/12/2006 $63.21 S22006000 Planning Review Fee KKK 5/12/2006 $155.00 S22006000 Building Permit Fee KKK 5/12/2006 $17.79 S22006000 Building State Fee RTB 5/24/2006 $4.50 S22006000 Building Permit Fee RTB 5/24/2006 $79.46 S22006000 Total $319.96 BLD2006-00796 Please referto the following pages for conditions of this permit. 1 of 4 CASE NOTES FOR BLD2006-00796 CONDITIONS FOR BLD2006-00796 1) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. x `7i 2- 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. x `n 2 3) 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. x 77 Z 4) All new.,treated piling to be used for this project shall recieve a post treatment vacuum of two hours at not less than 22 inches of mercury. Subsequent to releaseF�#F vacuum, the piling shall be steamed for a two hour period, followed by a second vacuum of four hours at 22 inches of mercury. X j/L 5) Dock facilities must be maintained in a safe and sound condition. X 6) Installation of piles requires special inspection, provide letter from engineer of record at time of inspection verifying piles are driven to point of refusal. 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 prior to any further inspections being performed or approvals granted. X n - - 8) In accordance with international codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads,"all new structures that 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. x �/ Z BLD2006-00796 Please refer to the following pages for conditions of this permit. 2 of 4 9) r ThS structure is approved as un-heated space. If at any time this building is to be used for anything other than what it is approved for, a change of use permit shall be applied for, reviewed and approved prior to the change. X 10) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). X '�j Z 11) This structure is limited to U-occupancy use only(private garages, carports, sheds, and agricultural buildings.) Any other use will be in violation of the international codes and Mason County Regulations unless a "Change of Use" permit is applied for, reviewed and approved. X � ? 12) 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. X T_/ Z_ 13) International Building Code. In addition to the inspections required by Chapter 1 of the International Building Code, the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under IBC, section 1704. The special inspectors' duties & responsibilities shall be as specified in Chapter 17. X 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 re uI tion, must be reviewed and approved by Mason County prior to construction. X 15) 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 qha ll be made prior to requesting additional inspections. 16) All property lines shall be clearly identified at the time of foundation inspection. X / 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 County ordinances and building regulations. X Ij 2 BLD2006-00796 Please referto the following pages for conditions of this permit. 3 of 4 f - 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 prevented action from being taken. No more than one extension may be granted. X `77 2 19) 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. X 7/ Z 20) A Hydraulic Project Approval from the Washington State Department of Fish +Wildlife must be granted prior to construction. X `7"/- Z-__ 21) Prior to final approval, all upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X ' / Z_ 22) All new treated piling to be used for this project shall recieve a post treatment vacuum of two hours at not less than 22 inches of mercury. Subsequent to release of the vacuum, the piling shall be steamed for a two hour period, followed by a second vacuum of four hours at 22 inches of mercury. X t/ 23) Dock facilities must be maintained in a safe and sound condition. X 24) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 25) This building permit is subject to the conditions in SEP2006-00070. 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. OWN ER OR GENT: DATE: BLD2006-00796 Please referto the following pages for conditions of this permit. 4 of 4 5'j 09WE- U 19fro? asr�N��d 02 o ¢ a '!AO8ddb ' °I 311S NO 38 0143b d 2i NV 0 � J-,7d ONINNVIcl CI�Q,11NI1 NV d 311S a3/10 �� NOSdW �icdcj b MAI ri V IN I d -D.4 bj '4;).QOI f LAKESHORE CONSTRUCTION P. O. Box 1058 Selfair, WA 55528-1058 it 275-5029 NNhlu APPROVED MASON COUNTY DCD PL ANNING SITE PLAN REQUIRED TO BE ON SITE NGES SUBJECT TO APPROVAL By C Date _L --rl 7" betrl PCs con w.�s 4`�- pb G� P�ic �4ps � , -- - f r ►� - - I • LAKESHORE CONSTRUCTION P, ®. BOX 1058 /� BP 0' OX 1058 THESE PLAN,3 MUST BE CHANGES MUST MEET ALL CURRENT ON THE SITE OR APPROVAL FOR I SUBMIT CHA",--.S ,. WASHINGTON STATE CODES NSpECTION PRIOR TO t Lk, :'dMING WORK 09 A409 i 81f� i f3L D �aC)G- &0 2 9 6 a 4-3 /9 so 0 003 r FILE COPY THESE PLAN,3 MUST BE ON THE JOB SITE FOR INSPECTION. MUST MEET ALL CURRENT Documents attached to approved plans: WASHINGTON STATE CODES —Si*44 tt g e5 Plan revie checkl' - �- --- g Engineering: Y I�Lateral V Number of pages t,C, C4 /G - CHANGES SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK APPROVED MASON BUILDING INSPECTOR CH{�/G�ES�SUBJECT TO APPROVAL OATE4 � j Uniformly Loaded Floor Beam[2003 International Buildinq Code(05 NDS)1 Ver: 7.01.01 By: rich balderston , mason county dcd on: 05-24-2006 : 08:35:47 AM Project:Jacobs dock- Location:4x8 stringer Summary: 3.5 IN x 7.25 IN x 7.0 FT /#2- Hem-Fir-Dry Use Section Adequate By: 114.7% Controlling Factor: Section Modulus/Depth Required 4.95 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.07 IN= U1248 Total Load: TLD= 0.08 IN= U1046 Reactions(Each End): Live Load: LL-Rxn= 630 LB Dead Load: DL-Rxn= 122 LB Total Load: TL-Rxn= 752 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.53 IN Beam Data: Span: L= 7.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 60.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 0.0 FT Floor Live Load-Side Two: LL2= 60.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 3.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 180 PLF Beam Self Weiqht: BSW= 5 PLF Beam Total Dead Load: wD= 35 PLF Total Maximum Load: wT= 215 PLF Properties For:#2-Hem-Fir Bending Stress: Fb= 850 PSI Shear Stress: Fv= 150 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc—perp= 405 PSI Adjusted Properties Fb'(Tension): Fb'= 1105 PSI Adjustment Factors: Cd=1.00 CF=1.30 Fv': Fv'= 150 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 1315 FT-LB 3.5 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 631 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= 14.28 IN3 S= 30.66 IN3 Area(Shear): Areq= 6.31 IN2 A= 25.38 IN2 Moment of Inertia (Deflection): Ireq= 32.05 IN4 1= 111.15 IN4 Uniformly Loaded Floor Beam(2003 International Building Code(05 NDS))Ver: 7.01.01 By: rich balderston , mason county dcd on:05-24-2006 :08:36:44 AM Proiect:Jacobs dock-Location:6x8 pile caps Summary: 5.5 IN x 7.5 IN x 6.0 FT /#2- Hem-Fir-Dry Use Section Adequate By: 10.3% Controlling Factor: Section Modulus/Depth Required 7.14 In Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.06 IN = U1251 Total Load: TLD= 0.07 IN= U1055 Reactions(Each End): Live Load: LL-Rxn= 1260 LB Dead Load: DL-Rxn= 233 LB Total Load: TL-Rxn= 1493 LB Bearing Length Required (Beam only,support capacity not checked): BL= 0.67 IN Beam Data: Span: L= 6.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Live Load-Side One: LL1= 60.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW 1= 3.5 FT Floor Live Load-Side Two: LL2= 60.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 3.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 420 PLF Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: wD= 78 PLF Total Maximum Load: wT= 498 PLF Properties For:#2-Hem-Fir Bending Stress: Fb= 575 PSI Shear Stress: Fv= 140 PSI Modulus of Elasticity: E= 1100000 PSI Stress Perpendicular to Grain: Fc—perp= 405 PSI Adjusted Properties Fb'(Tension): Fb'= 575 PSI Adjustment Factors:Cd=1.00 CF=1.00 Fv': Fv'= 140 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 2240 FT-LB 3.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1194 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= 46.74 IN3 S= 51.56 IN3 Area(Shear): Areq= 12.80 IN2 A= 41.25 IN2 Moment of Inertia (Deflection): Ireq= 55.66 IN4 1= 193.36 IN4 MASON COUNTY PERMIT NO. '" Q0 BUILDING PERMIT APPLICATION Y)7 426 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 APPLICA T INFORMATION CONTRACTOR IN 0 tMATION Owner fAh :3_Cj.(obS Company Name Mailin,g_Ad ress sbtmE mwA*in 'e.cv b7 Mailing Address O O City SteJd�1_Zip Code g�5r8 City r State Zip Code 1 Phone Z -s" C Other Ph(u,liu0' 275SaZ9 Phone .Z�5_ STOZI 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. .5 o Fire District Legal Description WOO�f� l )W G TruG 5 3 " S' Z Site Address (Please include street name, street number and city) "70 1 Directions t0 Slte�� _ L'': A . 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 Bluff/o Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/001 TYPE OF JOB - New`, Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL Use of Building Describe Work No. of Bedroom No. of Bathroom Square Footage- 1st Floor 2nd Floor 3rd Floor Basement DIOck O Covered Deck Other Sq. ft. Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make — Model --Year. Length Width— Serial No. Bedrooms No. of Ba oms Type of Heat Purchase Price$ , —� Replacement Unit? Yes Na- 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 AP R S INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X Date''/2"C> O r/Owners RepresentativeQ ContracL (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: {b Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department i a6 Planning Department l" Environmental Health Department Fire Marshal FEES Building Permit Fee Site Inspection Plan Review Fee 3. l EH Review Fee Plumbinq & Base Fee Planning Review Fee Mechanical & Base fee Other Wood /Gas/ Pellet Stove Fee State Fee Violation Fee S' -Z�/-aL Pre-Paid at Submittal Valuation $ TOTAL FEES r