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Home My WebLink AboutBLD2000-00296 Final Carport - BLD Permit / Conditions - 2/22/2000 * - Inspection Line (360)427-7262 MASON COUNTY PERMIT ASSISTANCE CENTER ' Phone: (360)427-9670, ext. 352 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 IP, Shelton WA 98584 ;> RESIDENTIAL BUILDING PERMIT BLD2000-00296 OWNER: FREDERICK BARRETT CONTRACTOR: RECEIVED: 03/16/2000 SITE ADDRESS: 2340 NE TAHUYA BLACKSMITH RD TAHUYA ISSUED: /19/2000 11 PARCEL NUMBER: 223195000084 EXPIRES: /19/2000 LEGAL DESCRIPTION: WOOTEN LAKE TRACTS TR 84 PROJECT DESCRIPTION: DIRECTIONS TO SITE: CARPORT HWY 300 TO BELFAIR/TAHUYA RD, THEN HAVEN WAY TO MT VIEW, LEFT TO TAHUYA/BLACKSMITH RD General Information Construction & Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: 5N Type of Use: SF Insp. Area: No. of Bathrooms: Occ. Group: U1 Lot Size: Deck: Type of Work: ACC Fire Dist.: 2 No. of Stories: 1 Occ. Load: Building: Carport-Detached 406 Valuation: $5,217 Buil ing Height: 12 Occ. Status: Unknown Basement: Manufactured Home Information Setback Information Shoreline & Planning Information Make Length: Ft. Front: W 205.0 Ft. Shoreline: 175.0 Ft. Water Body: Wooten Lake Rear: E 175.0 Ft. Slope: Ft. SEPA?: No Model: Width: Ft, Side 1: N 100.0 Ft. Shoreline Desig.: Urban Year: Serial No.: Side 2: S 8.0 Ft. Comp. Plan Desi .: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee KLW 03/16/200 $72.86 52921 Environ. Health Plan CEW 03/20/200 $25.00 53493 9@96 t State Fee MJB 05/08/200 $4.50 53493 Building Permit Fee MJB 05/08/200 $112.25 53493 Violation Fee MJB 05/08/200 $112.25 53493 Violation Investigation Fee MJB 05/08/200 $42.00 53493 Planning Review Fee AHB 05/08/200 $38.00 53493 Total $406.86 BLD2000-00296 Please refer to the following pages for conditions of this permit. 1 of 3 .. CASE NOTES FOR BLD2000-00296 r CONDITIONS FOR BLD2000-00296 1) Approved per dimensions and setbacks on submitted site plan. X 2) The proposed project must be consisten ith II applicable policies and other provisions of the Shoreline Management Act, its rules, and the Mason County Shoreline Master Program. 3) All construction and demolition debris must be removed from the shore area after project completion. Proper disposal of construction debris must be on land in such a manner that debris cannot enter or cause water quality degredation of State waters. X 4) This applicatio s sub* t to Buffer and Landscaping requirements as established under Mason County Ordinance 1.03.036.X 5) The use, handling and storage of hazard at Is or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. X � 6) 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 w ma r ffect your project. 7) Proposed structure or any portion thereof greater than 30" in height frortr5 adeline, must maintain a minimum of 5' setback from all property lines, easements and 10' from all County and State Road right of ways. X `mil J 8) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. Xi 9) All approved plans are required to be on-site for inspection purposes. If inspection is called for and plans are not on site, Approval WILL NOT be granted. In addition, a Re-Inspection fee in the amount of$42.00 per ho imuin�-1 hour) will be charged and must be collected by this department prior to any further inspections being performed or approval granted. X 1 BLD2000-00296 Please refer to the following pages for conditions of this permit. 2 of 3 1D) PURSUANT TO 1997 UNIFORM BUILDING CODE, ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED 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 REINSPECTION FEE, BASED ON RATES AS ADOPTED BY THE JURISDICTION AND THE 1997 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS. 11) The approved plot plan is required to be on-site for(nspection purposes. If inspection is called for and plot plan is not on site, Approval WILL NOT be granted. In addition, a Re-Inspection fee in the amount of$42.00 per ho imu h r) will be charged and must be collected by this department prior to any further inspections being performed or approval granted. 12) No Occupancy. This structure is limited to U-1 use only (private garages, carports, sheds, and agricultural b " s.) A other use will be in violation of the Uniform Building Code and Mason County Regulations unless a "Change of Use" permit is approv / 13) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND UBC REQUIREMENTS AND OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION. ANY CHANGE SE OR OCCUPANCY WOULD RESULT IN PERMIT REVOCATION. CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE��=S 14) Changes to approved building plans that effect compliance to the 1991 Washington State Energy Code, 1991 Ventilati�'�nd Indopr Air Quality Code, the Uniform Building Code and/or Mason County Regulations must be approved by Mason County prior to constructign t; � 15) CONSTRUCTION PR SS T-CqE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND UNIFORM BUILDING CODE. Q ---) 16) All property lines shall be clearly identified at the time of foundation inspection. 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 b ildin n be OWNER OR AGENT: DATE: S_ ti BLD2000-00296 Please refer to the following pages for conditions of this permit. 3 of 3 Jdat MECHANICAL MOBILE HOME .attack date by Ribbons — i c by % Gas Piping date bon Walls date by Set Up dale by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING Attic OTHER Groundwork date b date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date _Z _4� by T'-? date by IZZ Fred Barrett 2340 NE Tahuya — Blacksmith Rd. Tahuya, WA 98588 May 2, 2000 Mason County Permit Assistance Ctr. ATTN: Michael J. Barth, Plans Examiner Mason County Bldg. III, 426 W. Cedar P.O. Box 186 Shelton, WA 98584 Re: BLD2000 — 00296, re-submittal Dear Michael Barth, As outlined in your Plan Review comments, I have made the following changes to my plan for a building permit. Item 1, Reduce the spacing of the rafters to 12" o.c. with DF#2 2x6's. Item 2, Increase the number of posts supporting the 4x6 P.T. beams. The maximum spacing of posts is to be reduced to 3.5' with the addition of 4x4 pressure treated posts. Item 3, Added a sheet explaining the structural details of the storage shed. The floor joists are 30 year ground contact pressure treated 2x6 spaced 16" o.c. The footings in the front of the shed are concrete piers with a metal saddle placed on top of eight inches of crushed 1.5" black rock. The concrete pier in the center of the front sliding door is an all concrete pier with an "X" saddle supporting the 7 foot 2x6's outlining the floor joist box. The footings at the rear of the shed consists of 2 poured concrete post supports, 8 inches wide and 4 feet deep. In the center of the rear is another "X" saddle concrete pier supporting the 2x6 floor joist box. If there are further questions, please call me at (360) 275-7386. Sincerely, Fred Barrett Enclosures (2 sets of 4) MASON COUNTY PERMIT ASSISTANCE CENTER Mason County Bldg.III 426 W.Cedar P.O.Box 186 Shelton,WA 98584 (360) 427-9670 Belfair (360) 275-4467 Elma (360) 482-5269 Seattle (206) 464-6968 April 12 , 2000 Fred Barrett 2340 NE Tahuya-Blacksmith Rd Tahuya, WA, 98588 Re:BLD2000-00296 Dear applicant, Your plan for the building permit referenced above has been reviewed. This review letter contains only those comments related to the building department review and does not reflect additional needs of the other county departments. Please review the following plan review comments . It is important that you then follow the instructions for re-submittal located at the end of this letter. Code Editions: 1997 Uniform Building Code, WAC 51-40 1997 Uniform Plumbing Code, WAC 51-46, 51-47 1997 Uniform Mechanical Code, WAC 51-42 PLAN REVIEW COMMENTS: 1, The 2x6 rafters (assumed DF#2) are overspanned at 14 . 5 feet . This span with 2x6 rafters would require rafter spacing not to exceed 12 " o.c. (even then it would be just borderline acceptable) . 2 , The 4x6 beam (assumed DF#2) is overspanned with 7 foot post spacing. This span would require a minimum DF#2 4x8 beam, or the post spacing must be reduced. 3 , The submitted plan did not contain the required information detailing the enclosed storage room located at the end of the carport. Please provide any necessary structural details (ex: footing support, floor joists, pressure treated? , wall framing, bracing, etc. ) The structure framing must be altered to be compliant with the requirements of the 1997 UBC. Note: An alternative to re-framing the rafters and posts would be to add a beam (3 1/8 x 16 1/2 or 5 1/8 x 13 1/2 24F-V4 Glu-Lam) down the center of the carport spanning 28 feet, supported at each end by 14 . 5 foot long 3 1/8 x 12 24F-V4 Glu-Lam Beams properly supported by the posts to the footing. r' Please make the required corrections and clarifications and submit two sets of the plans showing the revisions. If only affected pages are re-submitted, arrangements should be made to remove voided sheets and re-insert new sheets into both building department copies of the submitted plans. Please be sure to include any additional changes that may have been made since the plans were originally submitted. Please detail all corrections and revisions in a transmittal letter, numbered in the same order as in the plan review letter .to aid in a timely re-submittal review. Prior to re-submittal, please call the Plans Examining Department to make arrangements for a re-submittal. If a meeting is needed, or if you have any questions regarding this review, please contact me at (360) 427-9670 extension 551 . The issuance or granting of a building permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code, or of any other ordinances of this jurisdiction, per UBC section 106.4 .3 . Re-submittals are normally reviewed within five working days of the receipt of proper and complete revisions in our office. Sincerel , Michael J arth Mason County Building Department Plans Examining wp\00-00296 cc: Tami Griffey PERMIT NO.: BILD620—M296 ,�i • - MASON COUNTY 3-1to ��CY •. ` " BUILDING PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Sheltoir 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968 APPLICANT INFORM ATION CONTRACTOR INFORMATION Owner �Z Ir P 5A I`Zgerr Contractor Name Mailin,9 Address D , Mailing Address City! AHWA State WA Zip Code City State Zip Code Phone 4 S 1 0& Other Ph.( Ph.( Other Ph.( Lien/Title Holder ► *S H - M LM R L. Contractor Reg. # Address GD W,4 Expiration 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. 72- 3/5 / 50 / 000 y¢ Fire District Legal Description qEr w0076'-w Iqdt %c,467-;,^Y6G <,_, o� %,7,5 lwr 4/ Site Address(Please include street name, stre t nu er and ci Directions to site kfw 0 ?o aft , NnEv. RAWPI f t TO rAHUYtr7 13 CA4,C 1T0 9 Will timber be cut and sold in parcel preparation? (Yes/No) FJO Is your property within 200' of the following: Body of Water (Names/`1 TAN � WIF Saltwater Lake River/Creek Pond Wetland Seasonal upoff Stream Slopes or Bluffs -r- TYPE OF JOB New ?_Add Alt Repair Other Use of Buadi AIL IWX 0 a z L&]91(-)rd Describe Work E No. of Bedrooms No. of Bathrooms SQUARE FOOTAGE-1st Floor �77 2nd Floor 3rd Floor Loft Basement - ~b,K..,._. Deck Other —�� sq. ft. Garage Attached Detached Carport Attached, ' _Detached- MOBILE HOME INFORMATION-Make Model Mo kYear Length Width Serial No. No. of Bedrooms W-of Bathrooms Type of Heat Purchase Price $ Replacement Unit ?I*es/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. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-1 certify that I am currently registered as a Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without approval. first obtaining approval. Date �3/� y v X Date FOR OFFICIAL USE BEYOND THIS POINT Accepted by Data^ V I'submittal Amount Due ( -O Receipt No DEPARTMENTAL REVIEW APPROVED DENIED CONDITION CODES Building Department c3c 6-� 000- d0o� Occ Group Type Constr. 5-AJ S g Planning Department �1 Environmental Health Department Public Works Department I Fire Marshal Valuation $ 5��1 . 10 FEES Building Permit Fee a as Site Inspection D,OO Plan Review Fee >ou" a UFC Plan Review Fee Plumbing & Base Fee Public Works Review Fee Mechanical & Base Fee Other Is-rA-T-c SD Wood/Gas/Pellet Stove Fee Other Violation Fee l l a` a S Pre-Paid at Submittal `> TOTAL FEES FORM MUST BE COMPLETED IN INK PLEASE PRESS HARD MASON COUNTY PROJECT SITE INFORMATION Case No. Name s D i✓an/D/S A9RQETT PARCEL NUMBER I Z3/9 50 0 ac f f- Date 7 M AR 116 SHOW THE FOLLOWING ON SITE PLAN Show Direction by indicationg N, S, E, W in relation to the site plan Lot Dimensions Fences Existing Structures Driveways Structure Setbacks Shorelines Water Lines Topography Well Location (including adjacent) Drainage Plan Names of Streets Easements Names of Fronting Streets Septic System LA DRAW SITE PLAN BELOW Include adjacent properties if on shoreline or within 100 feet of adjacent property line. adjacent property line- /oo' (-adjacent property line I � I I c I � NI mks I I � I � I I I i0C I I N yO I ti adjacent property line-> I ate'iN 65 I (-adjacent property line SAMPLE SITE PLAN adja t property lined 3io� _ _ _ (-adjacent property line I D 30• rR�SCRvE gel CRF�K I c fi HOM L. I � .G r16.E1U /�Oc•1.S G• I j rrMA. IL sGD septa --�I 1 lit I I VAGn,T c„ArtAa6 I �% 3I P0.oPosCD I / T A&rtzeLLLrwiwL So'� I I it 190' I , I \ I c._.eLL I I adjacent property line-� ; \i <-adjacent ro ert' line TOPOGRAPHY PROFILE(Show a side view of property. Show slopes, cuts and fills. If possible include height and the degree of slopes. See sample topography profile.) SAMPLE TOPOGRAPHY PROFILE p rta t f ' dtsto..cm fiv 5ttf, ruttCa.►�� u &St'ar,G.L to T�rc* Slopa ta¢ dts+anam �tgnature Date F i 1r t i lb7w . r. rwfj� .f I{ . L At�„ M �I ' ,� � _�, . . '•� �• 1 1 ` l \� � �.� �` � ,C � � � � �� • ♦ 4 � � riv � . r` l 1 1M' `^'�' -. irk � �� .) .� V�. V t �', � �`\i �� w ..,�.. b " � * �. �► y • ., � �i � r_ r `_�. 73_.� ,�' 1, I .. �,} �� .... f. J • •_, - �R ,��' i � ' a�f ..i �'' .zJ ` V �4 � `` i �`, ` � . i Y f✓ �, i � v. � - �y �, .� � .. � , � ti __ �, � �� ,, � �� L '. `,� � + � ;: �� L 1t l i � y ��•• ,1 _ A ��~•,� i �� - kj � �