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Home My WebLink AboutBLD2011-00973 Garage - BLD Application - 1/6/2012 MASON COUNTY PERMIT NO.., 4D2-oa BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 �,y Shelton (360) 427-9670 • Belfair (360) 275-4467• Elma (360) 482-5269 S5 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner 4191f-- Z AZ ,C 6'11 0LJQI L L L--- - - -- Company Name /zT7;f" rzCV0-- Pj Z 6 C Mailing Address ZWj E //ux Pe/ Mailing Address E=6-11--Cca k Zdam City ,13eA0A'i State CVA- Zip Code Ri?52-6 City /t��,i State L yd Zip Code 9852 Phone 360•- ?-10--627 2 Other Ph. 2, I&3K -�,7T-gogi Phone_74D--3yo- 62 Other Ph. tZ77- .095- Lien/Title Holder Contractor Reg. #0.04 r O&UL QExp. E mail address /'17'a 2 tn1" E Mail Address rni 4A0/ G.l - 140--- Drivers Lic.# - ' DOB -.2j- 7 Drivers Lic.# DOB oi-.?1-7-7 SEPTIC/WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic Se--el- Connect to Water System _Name of Water System` -'P 1)41 I;l•t�S Well Water System Name of Water System PARCEL INFORMATION-12 Digit Parcel No - O0 Fire District Legal Description 11114pq ptL Lit � Site Address (Please include street name,street number and city} _ Directions to site o /�. �� >�--� Q- c,.S�/� .�., .J.� Zo -27 .,, %s Will timber be cut and sold in parcel preparation?Yes/No v Is property within 200'of Saltwater ^i.., Lake .Uv River/Creek - Pond Wetland V-' Seasonal Runoff vd Stream Nv Slopes or Bluffs > 15% z,,,f Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Ye TYPE OF JOB - New Add Alt Repair_ Qtheer oaInAARY RESIDENCE 2 SEASONAL ❑ Use of Building N'-d iar^^� Describe Work. �T77 No. of Bedrooms No. of Bathrooms Square Footage- 1 �i a 2nd Floor 60 4 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. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. X Date: /%-/7-/� Owner/O ers Representative/Contractor indicate which one FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW AP OVED DENIED NOTES Building Department Planning Department Environmental Health Department Public Works Department Fire Marshal FEES Building Permit Fee Site Ins ection Plan Review Fee EH Review Fee Plumbing & Base Fee Planninq Review Fee Mechanical & Base fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation$ TOTAL FEES -2 tr-o'' f s•��J PLRA u Atvt I.Lg(3 a 6 ° 3 fSE o�oo►+. to IAY�Tz:" 2;r-7 i Al O L'O S LL C.... �!y COuL-r% K CL n f�. +rat _..- •��.•.3. *,� - ��_,� � � �3c-o. c� � �_oo (� o �� 2d r Simpson Strong-Tie® Wall-Bracing-Length Calculator Page 1 of 1 I I. as a 2009 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME: ADDRESS: WALL DIRECTION:Side To Side SEISMIC DESIGN CATEGORY:D2 BASIC WIND SPEED:85 mph WIND EXPOSURE CATEGORY:B STONE OR MASONRY VENEER:No Wall Line 1-1 Wall Line 2-1 Inputs Braced-Wall-Line Location 1st of 1-story 1st of 1-story Eave to Ridge Height 6 ft 6 ft Braced-Wall-Line Spacing 20 It 20 It Braced-Wall-Line Length 12 It 12 It Wall Height 8 ft 8 ft Bracing Method WSP WSP GB Construction Type N/A N/A Gypsum Wall Board on Inside No No Horizontal Joints Blocked Yes Yes Holdown Device Used Yes Yes Wall Dead Load <8 psf 5 8 psf Roof/Ceiling Dead Load <15 psf <15 psf WIND Tabulated Wind Bracing Amount 3.5 It 3.5 It Exposure Height Factor 1 1 Eave-to-Ridge Height Factor 0.76 0.76 Wind Wall Height Factor 0.9 0.9 Number of BWL Factor 1 1 Holdown Factor 0.8 0.8 Blocked Joint Factor 1 1 Gypsum on Inside Factor 1.5 1.5 Wind GB Construction Factor 1 1 Required Wind Bracing Amount 2.87 It 2.87 ft SEISMIC Tabulated Seismic Bracing Amount 3 ft 3 ft Seismic Wall Height Factor 1 1 BWL Spacing Factor 1 1 Blocked Joint Factor 1 1 Gypsum on Inside Factor 1.5 1.5 Seismic GB Construction Factor 1 1 Wall Dead Load Factor 0.85 0.85 Roof Dead Load Factor 1 1 Veneer Factor 1 1 Required Seismic Bracing Amount 3.83 It 3.83 It RESULTS Length of Wall Bracing Required 4 ft 4 ft http://www.strongtie.com/webapps/BracedWall/ 1/6/2012 MASON OUNTY RESIDENTIAL PLANS SUBMITTAL CHECKLIST 7wner's Name: _ Date: , Reviewed By. Documents: tormwater Checklist Building Permit Application Completed Planning Intake Checklist Completed, Site plan includes:Allowable building area,roof overhangs,decks,etc. Fire Apparatus Access Road info required? Yes/No Energy Code Application Form-O Electric wall heater O Electric central furnace O LPG Furnace O Heat pump with electric furnace O Heat pump with LPG furnace O Boiler(heat type ) O Other. Specify: -v Mechanical/Plum Application-WATER HEATER FUEL TYPE/LOCATION �s Engineering? LSsIN Snow load: Seismic: Stock Plan-approved snow load: Seismic: kfanufactured Homes—4 FLOOR PLANS Foundation Type: ANSI/Manufactare method Engineered footing/foundation Basement Decks: Covered? Uncovered over 4 x 6 and over 30"? Construction plans required. Construction Plans:_3 COMPLETE SETS —Plans Legible _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 Plan Details: 1A Roof framing details,truss lay-out may be needed (Hip and girder location shown) Wall Framing-Does bearing-wall height exceed 1._0'?`(--Engineering may be required) Floor framing: Floor joists(size&spacing) !� Floor b Window headers. Typical header. x Garage header 1� Foundation:footing size,reinforcement " ' C Concrete Walls-Does Concrete Wall Height Exceed 8'?(Engineering may be required, see details) Landings at all exits?Less than 30"above grade?Y/N 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 walls)marked on plans or lateral engineering? --4 2-story garage? (Engineering may be required) I'story of two story D1-45%,D2-55% co Li ENGINEERING REQUIRED Braced wall panels/brace wall lines are not marked on plans(R602.10) Amount and location of bracing does not meet minimum 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. Wind 85 MPH, Exposure B(unless proven otherwise). Seismic Zone: ,Snow_ps£ IRREGULAR BUILDINGS R301.222.2 Irregular 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 line. 3)End of BWP extends more than 1 ft.over an opening more than 8 ft in width below. 4)Opening in a floor or roof exceed the lesser of 12 ft.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 checklist.doc Revised 11-29-2007