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Home My WebLink AboutBLD2003-01324 Repair Log Siding - BLD Permit / Conditions - 10/6/2003 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Shelton,WA 98584 RESIDENTIAL BUILDING PERMIT BLD2003-01324 OWNER: MURNEN, ET AL RECEIVED: 9/16/2003 CONTRACTOR: LICENSE: EXP: ISSUED: 10/6/2003 SITE ADDRESS: 7920 E STATE ROUTE 106 UNION EXPIRES: 4/6/2004 PARCEL NUMBER: 322343400220 LEGAL DESCRIPTION: TRS 21A, 22-23 OF LTO 3 &T.L. PROJECT DESCRIPTION: DIRECTIONS TO SITE: REPAIR LOG SIDING ON RESIDENCE 3/4 MILE EAST OF ALDERBROOK General Information Construction &Occupancy Information Square Footage Information o.of Bedrooms: Type of Constr.: V-N Type of Use: SF Insp.Area: No.of Bathrooms: Occ. Group: R-3 Lot Size: Deck: Type of Work: REP Fire Dist.: 6 No.of Stories: Occ. Load: Building: Valuation: Building Height: Occ.Status: Seasonal Basement: Manufactured Home Information Setback Information Shoreline&Planning Information : y Make: Length: Ft. Front: Ft. Shoreline: Ft. Water Body: Model: Width: Ft. Rear: Ft. Slope: Ft. Shoreline Desi Side 1: Ft. g.. Year: Serial No.: Side 2: Ft. Comp. Plan Desig.: Plumbing Fixtures Mechanical Fixtures FEES Type Qty, Type Qty. Type By Date amount Receipt Plan Check Fee NJP 9/16/2003 $72.31 S22003 Violation Investigation Fee NJP 9/16/2003 $56.80 S22003 Building State Fee JRN 10/6/2003 $4.50 522003 Building Permit Fee JRN 10/6/2003 $111.25 S22003 Violation Fee JRN 10/6/2003 $111.25 S22003 Total $356.11 Please refer to the following pages for conditions of this permit. 1 of 3 BLD2003-01324 n9 P 9 CASE NOTES FOR BLD2003-01324 CONDITIONS FOR BLD2003-01324 1) 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 1-800-647zQ9 . The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 2) The Uniform Fire 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 roqds connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X 3) 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 Depart ent prior to any further inspections being performed or approvals granted. X 4) In accordance with the Uniform Building Code, all sites shall have approved numbers or addresses located in such a position as to be plainly visible and legible from the street or road fronting the property. 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 Uniform Building Code will be assessed if the owner and/or contractor fail to post the address on site prior to requesting inspections. X �� 5) All construction must meet or exceed all local ordinances and the 1997 Uniform Building Code 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 � 6) All changes to"approved"building plans that effect compliance with the Uniform Codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. X p4 .,- , 7) The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the Uniform Codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. X BLD2003-01324 Please referto the following pages for conditions of this permit. 2 of 3 8) THE DEMOLITION AND DISPOSAL OF DEMOLITION DEBRIS MUST MEET REQUIREMENTS AS PER MASON COUNTY REGULATIONS. X 9) 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 10) 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 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. OWNER OR AGENT: _ DATE: BLD2003-01324 Please refer to the following pages for conditions of this permit. 3 of 3 � w r o CONCRETE MECHANICAL MANUFACTURED�1E1O iE'� 0 w Footings / Setbacks Date B y Ribbons 0 Date By Gas Piping Date By N Foundation Walls Date B y Set-up Date By INSULATION Date By B G / Slab Insulation Floors Final Date By Date B y Date B y FRAMING Walls FIRE DEPT Date By Date By Date By PLUMBING Attic OTHER Groundwork Date By Date By WALLBOARD NAILING D.W.V. Date By Date By FINAL INSPECTION Water Line Date By Date BY � i� � Date By 0 18 oy -0 22 o S �,a : XL-5 ,cE SEE r l"c CD a Cn 0 a 0 r d �Z CD o w z 0 � y w N 0 MASON COUNTY f�-T,c PER I BUILDING PERMIT APPLICATION r 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 I APPLICANT INFORMATION CONTRACTOR INFORMATION Owner M U1�,�/y pT,+// ( se a:' / Oyc�V) Contractor Name Mailing Address , 3)O XrArte- S k- Mailing Address City. State WN-Zip Code City State Zip Code Phone ( O)=ether Ph. ( ) Phone ( ) Other Ph. ( ) Lien /Title Holder Contractor Reg. # Exp. Email Address a c . C.0m Email Address SEPTIC/WATER SYSTEM INFORMATION -Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System Well Water System Name of Water System PARCEL INFORMATION - 12 digit Tax Parcel No. Z -3 0 / C7Z2 U Fire District Legal Description 1A , 2'L.-3 o ?'• • Site Address Please include street name, street n ber d city) 7920 E SfA�f- AV* /06 4111,4 � Directions to site .3/4 m i (•[ �143�F- a� �ek- 17yz k.. 'ri Will timber be cut and sold in parcel preparation? (Yes/No) Is property located within 200' of saltwater�1 �.S Lake River/Creek !ee� Pond Ytf Wetland Seasonal Runoff Stream Jae Slopes or Bluffs PERMANENT RESIDENCE ❑ SEASONAL RESIDENCE ❑ TYPE OF JOB - New Add Alt Repair C Other Use of Building ..C.Yt Is this permit submittal the result of a Stop Work Notice,Corrgction Notice or other enforcement actio . (Yes No) Describe Work t r" + -�o /) No. of Bedrooms No. of4Bathrooms�_S UARE FOOTAGE - 1st Floor 2nd Floor 3rd Floor Loft _Basement ► Deck Other sq. ft. Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model 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. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. THE OWNER OR AGENT ON OWNER'S BEHALF,REPRESENTS THAT THE INFORMATION PROVIDED IS ACCURATE AND GRANTS EMPLOYEES OF Mason COUNTY ACCESS TO THE ABOVE DESCRIBED PROPERTY AND STRUCTURES FOR REVIEW AND INSPECTION OF THIS PROJECT. OWNER/BUILDER ACKNOWLEDGES SUBMISSION OF INACCURATE INFORMATION MAY RESULT IN A STOP WORK ORDER OR PERMIT REVOCATION.ACKNOWLEDGEMENT OF SUCH IS BY SIGNATURE BELOW: OWNER AFFIDAVIT- I certify that I am exempt from the require- CONTRACTOR'S AFFIDAVIT - I certify that I am currently regis- ment of the Contractor Registration Law RCW 18.27 and am aware tered as a contractor in the State of Washington and that I am aware of the ordi nce requi ents for which this permit is issued and of the ordinance requirements regulating the work for which this that all rk will be onformance therewith. No changes permit is issued and all work shall be done in conformance there- shall ma a with ut f taining approval. with. No changes shall be made without first obtaining approval. X ate /L D 3 X Date FOR OFFICIAL USE BEYOND THIS POINT Accepted by Planning Pd Ck# Date Bld Pd. Reciept No. DEPARTMENTAL REVIEW APPROVED DENIED CONDITION CODES Building Department `` ��10 Ci. Occ GroupV e Constr. -t�� V Planning Department Environmental Health Department Public Works Department Fire Marshal Valuation $ FEES Building Permit Fee �� Site Inspection Plan Review Fee 2 31 EH Review Fee Plumbing&Base Fee Planning Review Fee Mechanical&Base Fee Other Wood/Gas/Pellet Stove Fee State Fee �p Violation Fee rd5 Pre-Paid at Submittal TOTAL FEESzf y \e- 3pc �� oo � ao OR I '/A Ronald H. Merila, P.E. L 501 School Road Aberdeen, WA 98520-7935 (360)532-7060 October 5, 2003 Memo To: Dave Murnen 7920 East SR 106 Union, WA 98592 Re: Building Permit Application No. BLD2003-01324 You are in the process of repairing and replacing rotten logs at the above referenced address. You have shown me the original 1933 architectural drawings that show the logs were pinned together at approximately four foot centers with 5/8 inch diameter pins. The new construction is being supplemented with ten and twelve inch timberlok screws placed at three feet on center. These screws have an ultimate shear strength of 2995 pounds, allowable normally being one third of that value, which is equivalent to the original pins, whose shear value is approximately 1000 pounds. Since you will be providing a closer spacing than the original, and splines will be provided at all window openings, it is my opinion that the repair is a better construction than the original. I have read your scope of work for the repair and do not perceive any lateral or loading problems associated with the proposed half log system being described. If I can be of further help, please advise. Ron Merila ➢ H. IN WAS�f1�9 �o 0 16784 ONAL ECG EXPIRES 10,/4/0�- Property Address: East 7920 l lighway 106 Union, WA 98597 ORIGINAL PLANS FROM 1933 INCLUDED: Log repair and replacement is=pored 1. West—I-10 shows Iocations of dry rot extensive enough to require complete log replacement. West Gable wall is a non-baring wall since weight is focused on North, South and Interior walls. 7nerefore,it is possible to remove logs requiring replacement without compromising integrity of home. East— 3 -full log replacement. 1,2, 11 —half log repair 3. South— 1 —full log replacement, half log repair 2,3,7,8, 9, 10, 11, 12—half log repair 4. North—l —half log repair DETAILS: Replac=nent material is shaped from 8 X 8 square center cut timbers. Exterior soft grain has been removed to limit shrinkage and potential damage from elements. Existing logs are pinned using mild steel,hand driven spikes at 48"on center. Replacement logs are pinned using Timber-Ioic screw pins at 36"on center andwithin 9"of any lag end. At point of contact between logs,there will be two strips of EM Seal re- expanding foam tape. Any butt joints are to be splined at point of contact using-1/,"ply and two strips of EM-Seal re- expanding foam tape. Existing windows are to be re-installed if removal is necessary for log repair. Half logs are to be no less than 3"thickness. Logs are to be fastened using construction adhesive and Timber-lok screws. EM-Seal re-expanding foam will be placed between logs above and below those being repaired Half log repair will not jeopardize existing pin placement. Attached inserts show logs that expose damage needing repair. Adjoining logs may expose damage unseen at this time. Added repairs will be handled in before mentioned manner. IFasTe�MasTer PRODUCT FEATURES M..t.ring:tA•Tough F• ning:lob.l INSTALLATION PROCEDURE zs- 5/16" HEX HEAD The FastenMaster TimberLok should be 0 FREE DRIVER BIT IN installed using a high torque, 1/2"variable EACH BOX) speed drill (at least 18V if cordless).Choose the proper TimberLok length by adding 2"to the depth of the piece being attached and PATENTED HEAD STYLE COUNTERSINKS ITSELF rounding up to the closest available size. DURING INSTALLATION. PERFORMANCE DATA Average Ultimate Single Shear=2995 lbs. 3/16"SHANK DIAMETER Average Ultimate Pullout Strength= 1445 lbs. Comparative Pullout Using: -Straight Spike=345 lbs. -Spiral Shank Spike=425 lbs. MADE OF HEAT TREATED---_� Pullout tests conducted using pressure treated Southern Yellow Pine STEEL FOR DRAMATICALLY INCREASED STRENGTH AND DRIVABILITY Part Number Screw Length Quantity per Pack FMTLOK04-10 4" 10 FMTLOK06-10 6" 10 ULTRA COATED FOR FMTLOK08-10 8" 10 UNMATCHED CORROSION FMTLOK10-10 10" 10 RESISTANCE FMTLOK212-50 21/2" 50 FMTLOK04-50 4" 50 FMTLOK06-50 6" 50 FMTLOK08-50 8" 50 �" OF THREAD WITHFMTLOKIO-50 10" 50 1/4" MAJOR DIAMETER FMTLOK212-500 21/2" 500 FMTLOK04-250 4" 250 FMTLOK06-250 6" 250 FMTLOK08-250 8" 2so GIMLET POINT FORS FMTLOK10-250 10" 250 FAST DRILLING Thread diameter .245" Shank diameter 190 Head style hex One hex head driver is included in every box. a CMG' OLYMPIC MANUFACTURING GROUP, 153 BOWLES ROAD, AGAWAM, MA 01001 Mien Hadet 800.518.3569 WWW.FASTENMASTER.COM Mastering :the Tough Fastening Jobs! t97W3 OMG FasIrJ.losM and TmbannK a•e!radamns of A.e Jlvmpc r,mrocnrna iNow,ix. ��Ltt7 1 21 22 20 21 19 20 1° 1B 17 1e 13 17 15 t° 14 15 13 14 12 13 11 12 10 it 9 10 9 _ 9 B 7 5 e 4 4 2 2 1 1 SOUTH WEST 21 20 19 18 �- 17 to 15 16 14 18 13 14 12 /3 11 1p 14 _ 11 i 10 e y 7 e e 7 s ° 4 g 3 4 2 3 1 2 1 EAST NORTH .z i <! �.: t �.,� y�� T �.. s .. 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