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Home My WebLink AboutBLD2004-01635 Landing and Rear Door - COM Application - 10/13/2004 MASON COUNTY PERMIT NO.�ZQA BUILDING PERMIT APPLICATION 0 �� 426 W. Cedar • P.O. Box 186, Shelton, WA 98584 345 Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION 5" CONTRACTOR INFORMATION Owner Company Name_ .gA.41iLi+--i,-- Mailing Address 1 ub� rvr3 Mailing Address_ City 441.3 State-(AAA—_Zip Code City State Zip Code Phone ' Other Ph. ••9AO1 Phone Other Ph. Lien/Title Holder Contractor Reg.# Exp. E mail address 111261 V"10 1.1 @ r►atG •GOM 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 Water System Name of Water System PARCEL INFORMATION - 12 Digit Parcel No. Fire District Legal Description Site Address (Please include street name, street number and city) t Zj'O Directions to site 1U M4j 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 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 Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑ Use of Building ESl t' 0je—?r Describe Work � � Z �l` No. of Bedrooms-2 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 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 INSPECTIk/. X ' '-- � ells Da Owner/Owners Representative/Contractor indicate which one FOR OFFICIAL USE BEYOND THIS POI epted by: Date DEPARTMENTAL REVIEW APPRO DWVq Jr, V id NOTES NIED - Building Department Planning Department Environmental Health Department Public Works Department Fire Marshal FEES Building Permit Fee Site Inspection Plan Review Fee 5r �- EH Review Fee Plumbing & Base Fee Planninq Review Fee Mechanical & Base fee Other Wood/Gas /Pellet Stove Fee State Fee `15 Violation Fee Pre-Paid at Submittal 3 Valuation $ �� TOTAL FEES f MASON COUNTY Dept. of Community Development Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Shelton,WA 98584 Notification of Permit Cancellation December 09, 2005 SHELTON CHURCH OF THE NAZARENE 1331 E SHELTON SPRINGS RD SHELTON WA 98584 Case No.: BLD2004-01635 Parcel No.: 420122190190 Project Description: REPLACE LANDING AT REAR DOOR Dear Applicant: Upon review of our records,the Mason County Permit Assistance Center has identified that your building permit application has been approved and ready to issue or placed on hold since 12/9/2005. Once approved or placed on hold, permits are valid for 6 months. If you intend to obtain this permit, you must make arrangements to do so within ten (10)working days from the date of this letter. If we do not hear from you within the that time, your permit will be cancelled and a building inspector will make a site visit. In the event that your project has been completed and a permit was never issued,you will be assessed penalties as allowed under Mason County Tile 14 and Mason County Title 15 If your project has been cancelled or if you wish to withdraw the permit, please notify me as soon as possible at(360)427-9670, ext.616. Thank you for your cooperation. Sincerely, ( A" �Wd-t-m'(T Charell Holcomb Mason County Department of Community Development Wo b �1 0 C 0046 oo � f(ow 06"C' r. w 10-3/4" 10-3/4" 10-3/4" (2) 3" DECK SCREWS g 2x6 PT 24" o/c INTO RIM JOIST 2-2x6 PT u.I O 5-15 16° 2-2x6 PT (2) 3" DEC< SCREWS 7ij2 16" o/c RIM JOIST INTO DECK JOISTS C� F lash t n TYPICAL STRINGER re See -8 I -8 support detai I s)� 1( 6- - -J 07Ste`,;2, F 0n ai- acKect 11 p w rq UR o z , rFcoo�r iCqS (3) 3° DECK SCREWS 16" O.C. ^ Ec FRAMING FLAN �ad�� VOR APPROVAL f = CHANGES A* SUBMIT PERFOR*.91NG WORK (PRIOR TO I� �\t - ��5'� e_ 4 de I'11s ^UST BE - - 6� r8_s iden� E O LAN S M 11 is 10 e rsonai TVA ON TH- _ JOB ON 11 60es not re u i r-� FOR INS' aCCe ss, i vS� PLAN VIEW j�)r crt her p uopp Lo�t�t r 01 re t� 16m Acce,s;U?H f0r�rrons A REM of ROBERT A. ZANONI REMODEL of PARSONAGE for: DATE:October 13 004 SHEET NNO. * Arch i e c t * SHELTON DRAWN BY; Robert A.Zanoni C�I i l i�,l QS 2181 EAST BROCKDALE ROAD Church of the NAZARENE scale as noted I SHELTON,WA 98584 1331 Shelton-Springs Road SHELTON,WA 98584 AppRovEo. Phone 360-462-9001 Fax 360-462-9002 %Robert A Zanoni 360-462-9001 Joe NO. 2004.11 of SHEETS Mason County Building Departmer> QMI �H R� C THESE PLi:- 1 > 'Ddck, Stair, Landing and Guard Detail oR To 11EQ's t S R,y/ ApA FOR INSPECT f iON- Roy Guard installed on all decks over 30"above grade. 11104 4 The greatest riser and the greatest stair C4*maum spacing Vertical Pickets at handrail tread shall not exceed the etween pickets. smallest by more than 3/8." Graspable handrail on all stairways with 4 or Stairways and more risers. landings shall Not less than 34"and not be less than not more than 38" 36"in clear vertically from nose of width. tread or walking surface. iD Cl) t Handrail ends shall t �lASh l be returned or shall terminate in newel) posts or safety terminals. > Ledger at wall: ---- ---- 10"min. ( Indicate joist size/spacing Decks shall be Stair nosing not less than positively anchored 3/4"but not more than for lateral&vertical 1-1/4"on all solid risers Indicate beam size/ loads. Toenails or unless tread depth is at v x spacing. Provide positive I' nails subject to least 11." n E connection post to beam. withdrawal allowed.Decks shall be self supporting if I z connections cannot Indicate Indicate post size,spacing ( be verified during Indicate fasteners stringer size. and base connector. f ( inspection.R502.2 • Space per -- -- decking material r ~ 4"x4"xl6"masonry block with asphalt iv shim. Decks installed against manufactured homes must have beam support at this Provide 4"wood/earth clearance here, location. 6"all other areas. Concrete footing 12"below grade when deck is 30"or more above grade.See foundation info on reverse side. Typical Door with 3 Landings CONSTRUCTION MATERIALS Illuminate stairs Decay resistant woods _ __ with controls r r Landings are required on heartwood of redwood,cedar, 1Cated-at top and each side of each black locust and pressure bottom of stairs. exterior door. preservatively treated wood Exception:A landing are all acceptable material for is not required with use in deck construction. Field E two or fewer risers. applied treatment is not an , acceptable method. Fasteners for pressure preservative Landings shall not be treated woods shall be of hot- co 36"min more than 1-1/2" dipped galvanized steel, landing lower Than the top of stainless steel,silicon bronze Cl) the threshold. or copper. Field cut ends, 10XMax-7 _may Exception: notches and drilled holes of ~--The landing shall pressure preservatively treated not be more than 7-3/4'lower wood shall be retreated in the 3/4"rise than the threshold provided the field in accordance with AWPA 36"min door does not swing over the landing. M4. landing Stairs&landings shall not be less than 36"wide. IRC R319&R320. Code Requirement International Residential Code: R502.2.1Decks.Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads as applicable. Such attachment shall not be accomplished by the use of toenails or nails subject to withdrawal. Where positive connection to the primary building structure cannot be verified during inspection, decks shall be self-supporting. For decks with cantilevered framing members, connections to exterior walls or other framing members, shall be designed and constructed to resist uplift resulting from the full live load specified inTableR301.4 acting on the cantilevered portion of the deck. R703.8 Flashing. Approved corrosion-resistive flashing shall be provided in the exterior wall envelope in such a manner as to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. The flashing shall extend to the surface of the exterior wall finish and shall be installed to prevent water from reentering the exterior vwall envelope. Approved corrosion-resistant flashings shall be installed at all of the following locations: 1. At top of all exterior window and door openings in such a manner as to be leakproof, except that self- flashing windows having a continuous lap of 15ot less than 1:1/8 inches (28 mm) over the sheathing material around the perimeter of the opening, including corners, do not require additional flashing; jamb flashing may also be omitted when specifically approved by the building official. 2. At the intersection of chimneys or other masonry construction with_frame or stuccowalls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood-frame construction. 6. At wall and roof intersections. 7. At built-in gutters. CHAS SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK THESE PL/iNS ;vILIST BE ON THE JUB SITE FOR INSPECT-ION MUST MEET ALL CURRENT wASH�NCTON STATE CODES ILE C Py APDocuments attached to approved plans: MASO ' t IN I EC R ` Site Plan CH BJEC APPROV L Plan review checklist: p Engineering: y -�— Pages 5 -o aI Lateral Vertical Number of pages. t �!Yl u rch Of th e- �o a oo� a C� �la cem�-tfi of