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Home My WebLink AboutBLD2006-02022 Final on Expired Permit - BLD Application - 12/11/2006 • s MASON COUNTY PERMIT NO`..Q V BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (3,60) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner i ,:� C)g= L h p 11 Company Name Mailing Address Mailing Address City State Zip Code City State Zip Code Phone Other Ph. Phone 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. v r7= Fire District Legal Description Site Address (Please include street name, street number and city) Directions to site 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 Describe Work No. of Bedroom.- 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. 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 MEA rFA PROGRESS INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THEAPPLICATION. X I ) Date: Owner/Owners Representa ive/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 Fire Marshal FEES Building Permit Fee Site Inspection 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 Building Permit #G Z� Z MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location G 'Co.vr`r'j/� '71/1'-? e-l"1( This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items Listed below must be corrected to gain code compliance ,p � n o� -� G ' //,/6-!1 zZ- 94 ,,(T G��% ,Er✓G -h� � 0,e �l / 7 L � Gam- iT0 0 H 2. /? o� Q'�9/�+5 /�/ c,.Pf�C. !7-YG�G�.7 /-/,✓,E' Two To%�C.. You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ OK to ❑ This is not a complete inspection Department 64-0 Date -�Z L-06 Inspector 7A. ■ Ak A NOOT MOOV THI h TAL* M ,ping Permit # "� o�o� MASON COUNTY q`2 M,j4' BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRE TION NOTI E Job Location 4110 LA Kfie LAke- TD'�v�rrcco�e This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items Listed below must be corrected to gain code compliance Ls Qs LAND LD GjAUZQ You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ This is not a complete inspection Department Date z `' , Ott- l OD PM Inspector ■ *O :J40T Mk *V THI , T A Mason County Bdilding Department Deck, Stair, Landing and Guard Detail Guard-- _ --I installed on all decks over 30"above arade. The greatest riser and the greatest stair 4"maximum spacing Vertical Pickets at handrail tread shall not exceed the allowed between pickets. smallest by more than 3/8." Graspable handrail on all stairways with 4 or more risers. Not less than 34"and not more than 38" vertically from nose of tread or walking surface. Min.Guard Height 36" Handrail ends shall be returned or shall terminate in newell posts or safety terminals. -2 111L 4 Ledger at wall: pacing 011 min. Indicate ioist size/siD 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 loads. Toenails or " 3/4 size/spacing.Provide nails subject to unless tread depth is at a positive connection post withdrawal are not least 11. allowed.Decks shall be self supporting if connections cannot o Indicate Indicate post size,s be verified during I Indicate fasteners stringer size. "c post Space per Indicate base cons, inspection.R502.2 decking material Tx4"x16"masonry 12 block with asphalt shim. FDecks 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 Risers CONSTRUCTION MATERIALS Illuminate stairs Decay resistant woods with controls Landings are required on heartwood of redwood, cedar, located 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 two or fewer risers. applied treatment is not an 6'8" acceptable method. Fasteners min. for pressure preservative 4' Landings shall not be treated woods shall be of hot- 36"min more than 1-1/2" dipped galvanized steel, landing lower Than the top of stainless steel,silicon bronze 38' the threshold. or copper. Field cut ends, Min. 10"run 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 than the threshold provided the field in accordance with AWPA 36"min Max.7 345ise door does not swing over the landing. M4. landing I RC R319&R320. t� MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Mason County Bldg. III, 426 West Cedar Street PO Box 186, Shelton, WA 98584 www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma(360)482-5269 STANDARD 4'0" EXTERIOR OR INTERIOR BRACED WALL PANEL (BWP or IBWP) IRC R602.10.3 Exterior (BWP) Interior (IBWP) Method 3 of IRC (for other approved Typical Method 5 R602.10.3 methods see R602.10.3) Minimum 4'0"panel width when 1/2" Minimum 4'0"panel width gypsum board installed on 2 sides of Maximum 8'0"height the braced wall panel. (See Table R602.10.5 below for additional Minimum 8'0" panel width when 1/2" allowances) gypsum board is placed on one face 5/16"APA rated sheathing 16"o.c.framing; of the braced wall panel. or 3/8"APA rated sheathing 24"o.c.framing. Secure with 6d drywall nails 7" o.c. Secure with 6d common nails Align vertical joints over studs 6"o.c. at edges, 12"o.c. in the field, &6"o.c. 1 1/2" blocking at horizontal joints. at gable end walls. g Align vertical joints over studs. Support IBWP as specified in IRC 1 1/2"blocking at horizontal joints. R602.10.9 Extend sheathing to foundation sill plate. Interior braced wall lines shall be fastened to floor and roof framing in Exterior braced wall lines shall have a braced accordance to Table R602.3.1(1) and wall panel located at each end of the wall to required foundations in accordance line. Exception:When a BWP begins no with Section R602.11.1 (see more than 8'0"from the end one of the foundation details). In addition floor following is allowed: joists parallel to the top plate shall be A min.24"wide panel is applied to each side toe-nailed to the top plate with at least of the bldg. corner and the(2)24"wide 8d nails spaced a maximum of 6"o.c. panels at the corner shall be attached in Top plate laps shall be face-nailed - accordance with figure R602.10.5, or with at least(8) 16d nails on each The end of each braced wall panel closest to side of the splice. the corner shall have an 1800#capacity tie down device fastened to the stud at the edge of the braced wall panel closest to the comer and to the foundation or 1800#uplift capacity tie down framing below. The tie down device device. See exception#2, shall be installed in accordance with exterior BW P manufacturer specifications.