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HomeMy WebLinkAboutBLD2005-01545 Garage - BLD Permit / Conditions - 10/27/2005 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 ip,4 Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2005-01545 OWNER: JAMES HARRIS RECEIVED: 9/2/2005 CONTRACTOR: JUSTIN MCELHEANY LICENSE: EXP ISSUED: 10/27/2005 SITE ADDRESJi1J1 NE LARSON BLVD BELFAIR EXPIRES: 4/27/2006 PARCEL NUMBE • W008 LEGAL DESCRIPTION: BEARDS COVE DIV 3 TR 8 PROJECT DESCRIPTION: DIRECTIONS TO SITE: Garage 22 x 28 SR 3 TO SAND HILL ROAD TO LARSON BLFD. LEFT SECOND HOUSE ON LEFT SIDE. General Information Construction & Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: VB Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: U Lot Size: Deck: Type of Work: ACC Fire Dist.: 2 No. of Stories: 1 Occ. Load: Building: Garage-Attached 616 Valuation: Building Height: 16 Occ. Status: Primary Basement: Manufactured Home Information Setback Information Shoreline & Planning Information Make: Length: Ft. Front: N 25.0 Ft. Shoreline: Ft. Water Body: Rear: S 20.0 Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: E 5.0 Ft. Shoreline Desig.: Not Applicable Year: Serial No.: Side 2: Ft. Comp. Plan Desig.: Rural Plumbing Fixtures FEES Mechanical Fixtures Type Qty. Type e By Date Amount Receipt Plan Check Fee KKK 9/2/2005 $138.01 S22005 Planning Review Fee KKK 9/2/2005 $155.00 522005 EH Plan Review CEW 9/12/2005 $35.00 612005 Adjust Plan Check Fee ARC 9/13/2005 $25.30 B12005 Building State Fee ARC 9/13/2005 $4.50 B12005 Building Permit Fee ARC 9/13/2005 $251.25 612005 EH Permit Revision CEW 9/26/2005 $35.00 B12005 Total $644.06 BLD2005-01545 Please referto the following pages for conditions of this permit. 1 of 4 CASE NOTES FOR BLD2005-01545 CONDITIONS FOR BLD2005-01545 1) Approve p imensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 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 1-800-647-0 2. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X --`�� 3) The internationnl 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 �! 4) 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 Departme or to any further inspections being performed or approvals granted. X 5) 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 A- 6) 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 oproved documents will result in failure of required building inspections. X '� BLD2005-01545 Please referto the following pages for conditions of this permit. 2 of 4 _) This 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 shl be applied for, reviewed and approved prior to the change. X 8) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X_ I-A 9) 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 Depa�,Tent prior to any further inspections being performed or approvals granted. 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 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 internati�aloodes 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 revocati2A, X t 13) 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. � 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 regulaQo,must be reviewed and approved by Mason County prior to construction. X ��'�1 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 shal ' ade prior to requesting additional inspections. X BLD2005-01545 Please referto the following pages for conditions of this permit. 3 of 4 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 Cotf.; ordinances and building regulations. X � - 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-p ted action from being taken. No more than one extension may be granted. X 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 �✓ \ 20) Existing footings and foundation walls are required to have Washington state Engineer varify placement of steel reinenforcement bars, submitted to Mason County Permit Center. X C 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 othe agent on the owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property nd structure Telvieand inspection.OWNER OR AGENT: _ DATE: (,t BLD2005-01545 Please refer to the following pages for conditions of this permit. 4 of 4 U0 o CONCRETE MECHANICAL MANUFACTURED HOME 0 C) Footings f Setbacks Date By Ribbons o Date By Gas Piping Date By CP Cnn Foundation Walls Date By Set-up Date By INSULATION Date By BG I Slab Insulation Floors FINAL 1 NSPECTION Date B y Date By Date By FRAMING Walls FIRE DEPARTMENT Datfo[ 17 16-7 By �j Date By Date By PLUMBING Attic OTHER Groundwork Date By Date By WALLBOARD NAILING Date By D.W.V Date By CD Water Line FINAL INSPECTION (D Date By Dale j 1`7 a7sy L Date By m s Type of Insp. Pass/Fail Request Date Inspect. Date Done By Comments CD 0 -4 CD W W = r D c o (n n C o , _ G C- o g. 1�E —1=�Ar /IS ©t11��D- �� 17W KL LqT ci N 0 _005 11: 28 FAX 960 427 7798 MASON CO PERMIT CTR 10 005 PL PLOZ 'VISION VA C _ 1 i i �0TjR SU r aA TOPOGRAPHY PROFILE: ��c SEP 2 2 1005 SELFAIR OFFICE Direction: Scale: Approval: for office use Building Permit number. __ Building: Owner/Applicant Planning �(� �j�'\`� C� Date of : �j application: Env. Health; Parcel Number: l 2i, C) 150 MASON'COUN I Y PERMIT N0. I BUILDING PERMIT APPLICATION '0 426 W. Cedar • P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 wG On the web www.co.mason.wa.us 7�►w APPLICANT INFORMATION CONTRACTOR INFORMATION rh Owner Company Name Mailing Address a5f) wi j i MailingAddress 9 ��5. City tate_AJJR Zip Code City t icrY � State !r.'rf Zip Code_ -/ Phone -tll y7 Other Ph,�3W) �A) -IP37 aal Phone - Other Ph. Lien/Title Holder Contractor Reg. Exp. E mail address 4a � _1� US �/� � E Mail Address Drivers Lic.# DOB. Drivers Lic.# DOB SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic Fxisting Septic Connect to Water System N v Name of Water System Well Water System Name of Water System PARCEL INFORMATION - 12 Digit Parcel No. E n 5n Fire District Legal Description %, , ; lafa ,`ASn ;�r1rr Site Address (Please include street name, street number ay d city) Directions to site Will timber be cut and sold in parcel preparation?Yes/ Is property within 200'of Saltwater r Lak River/Creek Pond Wetland Seasonal Runoff _Stream 1A ) 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 Add x Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑ Use of Building Lei , I .-, Describe Work-=-, Act t'V'j Is No.of Bedrooms 'No.of Bathrooms Square Footage - 1 st 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 Widtth_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 parry 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: '—05 caner/ wners Representative/Contractor indicate which one FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Planning Department Environmental Health Department Public Works Department Fire Marshal FEES Buildinq Permit Fee S 2 Site Inspection Plan Review Fee Z-S . 30 EH Review Fee Plumbing & Base Fee Planning Review Fee Mechanical & Base fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee A/O C/VF. Pre-Paid at Submittal Valuation $ /jt 75- ,20 TOTAL FEES Roof Beam[2000 International Building Code (97 NDS))Ver: 6.00.81 By:Al Christensen , Mason County Building Department on: 09-13-2005 : 08:49:55 AM Project: harris- Location:21 larson blvd Summary: 3.125 IN x 13.5 IN x 16.0 FT /20E-V4-Visually Graded Western Species-Dry Use Section Adequate By: 6.0% Controlling Factor: Moment of Inertia/Depth Required 13.24 In Deflections: Dead Load: DLD= 0.23 IN Live Load: LLD= 0.50 IN = U381 Total Load: TLD= 0.74 IN = U261 Reactions(Each End): Live Load: LL-Rxn= 2800 LB Dead Load: DL-Rxn= 1295 LB Total Load: TL-Rxn= 4095 LB Bearing Length Required (Beam only,support capacity not checked): BL= 2.22 IN Camber Reqd.: C= 0.35 IN Beam Data: Span: L= 16.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 5 : 12 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 180 Camber Adjustment Factor: CAF= 1.5 X DLD Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 14.0 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 10 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 16.0 FT Beam Uniform Live Load: wL= 350 PLF Beam Uniform Dead Load: wD_adi= 162 PLF Total Uniform Load: wT= 512 PLF Properties For:20E-V4-Visually Graded Western Species Bending Stress: Fb= 2000 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1600000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 590 PSI Bending Stress of Comp. Face in Tension: Fb_cpr= 1000 PSI Adjusted Properties Fb'(Tension): Fb'= 2300 PSI Adjustment Factors: Cd=1.15 Fv': Fv'= 219 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 16381 FT-LB 8.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 3522 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= 85.47 IN3 S= 94.92 IN3 Area (Shear): Areq= 24.18 IN2 A= 42.19 IN2 Moment of Inertia (Deflection): Ireq= 604.70 IN4 1= 640.72 IN4 ,r yT1 22sC 2$ Re.1 X i 5Tv`n� N rD ra-Ti o f`-1 ft) It kIN 41 Ol C4 P 1 mob w0 ig� / J4 N . �R 17 y 41 N, Vol tits /V� a � Clean out sand in existing holes and insert two(2)vertical#4 rebar and incase with Redi-Mix concrete to make the retaining wall stronger. RA=(1/2)x Ka x pho x H x H where Ka=coefficient of active earth pressure [1-sin(phi)]/[1+sin(phi)] where phi=angle of internal friction 30 degrees for medium sand Neighbors Concrete = [1-sin 30)/[1+sin 30)=0.333 3'dia.galv pipe installed ] Garage Slab Lb as shown to provide ; ] pho=density of sand=125 pcf (Note: increase by 1.25 to account for wt. of garage slab) positive support to ret.wall ; ; pho'=156.3 pcf in case of earthquake. ; ; H=Height of the retaining wall=6 ft A A RA=(112)x 0.333 x 156.3 x(6 x 6)=940 Ibs/lin.ft Compute Overturning Moment, M(o): M(o)=RAx 1/3 x Height=940 x(1/3)x 6=1880 ft-Ibs per lin.ft. i ] i Compute the Resisting Moment,M(r): i L._._. _ _____._.___ _ _ ,J M(r)=weight of the ecology block wall per lin.ft.x lever arm —r— —r--- —.— = (2'wide x 6'height)x 150 pcf x 1'=1800 ft-Ibs -- =1800=1800 ft-Ibs<1880 ft-Ibs NOT OKAY (Therefore,install additional pipe bracing to support rot.wall.) Recompute Resisting Moment,M'(r): F a N P. Af * Z C/`O `----------------------------------- W(r)=resisting moment due to ret.wall+resisting moment due to the 3"dia.pipe �< O�wASy7� J'9 - _[(7 x 5)x 150 pcfr x 1']+[10,000 Ibs resising force at top of wall/12 x 6'(lever arm)] tJ �� p = 1800 Ibs+5000 Ibs=6800 Ibs>1880 Ibs OKAY i Safety Factor=M'(r)!M(o)=6800!1880=3.62>3.0 OKAY 30758 � ,�- t -- --------.__ SSIONALG x�r�es Install two 3'diameter galvanized steel pipe as shown to provide positive support of ecology block retaining wall. -- _------- S'x 5"x 1/2'gal.angle iron x 5'long welded to 3'dia.pipe s xN and secured by 5'x 1/2'epoxyed anchor bolt N mmN � Use same size brackets and bolts as the other end ?4 Cross-section A-A O Y dia.gaiv. i steel pipe j secured to — ------ footing below, !