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Home My WebLink AboutBLD2023-00918 Cancelled Remove, Replace Pilings - BLD Inspections - 12/5/2024 % 615 W.Alder St.Bldg 8,SHELTON,WA 98584 MASON COUNTY SHELTON:360-427-9670,EXT 352 COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 352 Building,Plan,mg,Envitaimental Health.Community Health i ELMA:360-482-5269,EXT 352 www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY** To schedule an inspection call or visit http:/Avww.co.mason.wa.us/community-services/bid-inspection.php Permit Number BLD2023-00918 Date Issued 11/13/2023 Issued By btwri� Project REMOVE SIX CHEMONITE PILING AND REPLACE WITH SIX 10"GALV.STEEL PILINGS Site Address 15381 NE NORTH SHORE RD Applicant HANG&GECK TRUST Contractor LAKESHORE CONSTRUCTION Contractor Phone 360-801-4597 Prima Code 2018 IBC,IRC,IFC,IEC,IMC,& T Primary UPC Type Permit Type BULKHEAD OR DOCK- Occupancy RESIDENTIAL -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION,FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. **THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.** PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Building Official: Community Services Designee Department Concrete Setbacks Slab Footing Perimeter Point load Footing Footing Interior Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab Ceiling Floor Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov F D2023-00918 BULKHEAD OR DOCK- RESIDENTIAL OJECT DESCRIPTION: REMOVE SIX CHEMONITE PILING AND ISSUED: 11/13/2023 PLACE WITH SIX 10"GALV.STEEL PILINGS E ADDRESS: 15381 NE NORTH SHORE RD TAH EXPIRES: 05/11/2024 PARCEL: 322281400140 APPLICANT: HANG&GECK TRUST OWNER: HANG&GECK TRUST 16657 SE 49TH ST 16657 SE 49TH ST BELLEVUE,WA 98006 BELLEVUE,WA 98006 1.206.890.4937 OWNER'S REP: LAKESHORE CONSTRUCTION OWNER'S REP: LAKESHORE CONSTRUCTION PO BOX 1058 PO BOX 1058 3800 NE NORTH SHORE RD 3800 NE NORTH SHORE RD BELFAIR,WA 98528 BELFAIR,WA 98528 360-8014597 360-801-4597 GENERAL CONTRACTOR'S LICENSE: LAKESHORE CONSTRUCTION License: LAKESC'155JA PO BOX 1058 Expires: 04/20/2025 3800 NE NORTH SHORE RD BELFAIR,WA 98528 360-801-4597 VALUATIONS: FEES: Paid Due Project Valuation (BID, 16000.00 $16,000.00 Technology Surcharge $9.12 $0.00 ESTIMATION-) Planning Review Fee $240.00 $0.00 State Fee-Residential $6.50 $0.00 Building Permit Fee $276.37 $0.00 Plan Check Fee $179.64 $0.00 Total: $16,000.00 Totals : $711.63 $0.00 REQUIRED INSPECTIONS 3rd Parry Inspection Report BLD-Final Inspection CONDITIONS Printed by:Cassidy Perkins on:11/13/2023 02:16 PM Page 1 of 3 Mason County I_600 Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncoun"a.gov BULKHEAD OR DOCK- RESIDENTIAL BLD2023-00918 * 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 contact the Mason County Public Works Department prior to construction at Ext 450 * 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 contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)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 MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. * The foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth shall be observed below grade in undisturbed soils. * All building permits shall have a final inspection performed and approved by 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 rdcords on file with Mason County as being non-compliant with Mason County ordinances and building regulations. * Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28 and 14.17. * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. * Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your"Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed. * All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. * Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. * Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). * 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 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/d itch ing system or road way. * Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. Printed by:Cassidy Perkins on:11/13/2023 02:16 PM Page 2 of 3 r Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov BULKHEAD OR DOCK- RESIDENTIAL BLD2023-00918 * All construction must meet or exceed all local and state ordinances in addition to the International Codes 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. * All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. * The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. * Applicant to adhere to comments from ORCAA to watch for any materials that may contain asbestos. * Owner shall provide pile drivers report on all piles.Any pile supporting structure and over 10'in height from floor of body of water shall require engineered design and special inspection. Engineer of record (or certified special inspector)shall provide verification at time of inspection that piles are driven to point of refusal and/or installed per design. * In addition to the inspections required in IBC, Section 110, the owner, the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Chapter 17 and as specified by the design professional. The special inspectors duties & responsibilities shall be as specified in Chapter 17. Special inspection reports shall be submitted to the Mason County Building Department, 615 W Alder St, Shelton WA 98584 and available for inspection. Inspection reports shall be completed and submitted to the dept. in a timely manner and shall be submitted prior to the framing and final occupancy inspections. PILE DRIVING REPORTS/LOG APPROVED BY ENGINEER OF RECORD (MR.ANDREW EASLEY) I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: l Contractor or Authorized Agent: L�/ice `%f`'/ Date: Printed by:Cassidy Perkins on:11/13/2023 02:16 PM Page 3 of 3 • !PIP MtiSON COl'\T, COMMCNM SFR161M 2623.W9 l8 L�eC �n� P)JI A1,J Permit Number Project TitleJ J Project Address/Parcel Number Applicants of projects requiring Special Inspection or Testing per Chapter 1704&1705 of the International Building Code, as amended by Washington State. Please acknowledge and return this form to the Mason County Permit Center. THESE INSPECTIONS ARE PERFORMED BY THE BUILDING DEPARTMENT AND MUST BE PERFORMED BY QUALIFIED SPECIAL INSPECTORS, HIRED BY THE OWNER AND APPROVED BY THE COUNTY PERMIT CENTER. Individuals certified in a special inspection category by Washington Association of Building officials(WABO)or individuals employed by a recognized testing laboratory and under the direct supervision of a Registered Professional Engineer are typically considered qualified at the discretion of the local jurisdiction having authority for enforcement. BEFORE A PERMIT CAN BE ISSUED: The Owner or his/her representative, on the advice of the responsible Project Engineer or Architect, shall fill out completely, sign and submit two (2) copies of the attached"Structural Tests and Inspection Schedule' to this Department for review and approval including any requirements related to the Mason County Municipal Code. The Owner, General Contractor, and Inspection/Testing Agency, where applicable, shall also acknowledge the following conditions applicable to Special Inspection and/or Testing. 1. Inspection/Testing Agency shall submit names and qualifications of on-site Special Inspectors to the Building Inspection Permit Center for approval PRIOR TO PERMIT/S BEING ISSUED. 2. All Special Inspections shall be noted on the approved plans or attached approved documents. 3. All special inspections shall be approved by the County or as recommended by the Engineer of Record (EOR). 4. It is the responsibility of the General Contractor to review County approved plans for additional inspection or testing requirements that may be noted or required per IBC as noted on approved plans. 5. The General Contractor is responsible for proper notification to the Inspection/Testing Agency for items listed on this form. 6. Special Inspectors shall provide detailed reports on company letterhead to the Building Inspector of all required inspection activities. These may also be provided when the inspector visits the jobsite for the scheduled inspection but must be completed before the subject of inspection is approved by the building inspector. 7. Copies of all ongoing laboratory and testing reports shall be sent directly to the Building Inspector by the Inspection/Testing Agency or other responsible party within a reasonable time to test results. 8. BEFORE A CERTIFICATE OF OCCUPANCY APPROVAL CAN BE ISSUED: The Inspection/Testing Agency shall submit a FINAL REPORT LETTER stating that all items requiring testing and inspection have been fulfilled and reported and a final inspection report shall be provided. A copy of the statement is to be maintained at the jobsite for the Building Inspectors review prior to final inspections. Page 1 of 4 M ASON OL P, CUNVLMIY,M K 11 ACKNOWLEDGEMENTS Prior to issuance of a building permit, the Owner, on the advice of the Project Engineer or Architect, shall complete,sign,and submit this form to the County Permit Center. Declaration of Owner I, as the owner of the project,declare that the testing agency firm/s or individuaUs listed herein are hired by me to perform "Special Inspections" and/or"Structural Testing" in accordance with the provisions of the International Building code(IBC)Chapter 17. Owner(print) Owner(Signature) (date) Declaration of Registered Professional Architect/Engineer I, as the design professional in responsible charge of the project listed herein, declare that the special inspection listed herein are required for this project in accordance with the provisions of the International Building Code (1BC)Chapter 17. PAW P E4 S( h�ntsE� �P1s� �O of W�sN,N Fj.. Architect/Engineer(p 'nt) Architect/Engineer Stamp/Signature(date) .O 93712 �r a �a FSS/ON A\-�� Testing Agency Name/Contact TQQ 31 oar - r( cZ �,�z. pn.�, nr�•,�� s,a•.�•,f info: ►�wE -Dr-w%oy-) t.45 -tD W(�t� 'ORtvt W(� ��tLF'IuLEnrCs. The Special Inspection/Testing Agency listed above must have a current Portfolio of Qualifications on file with the County prior to performing work. Declaration of the General Contractor I, as the General Contractor of the project, agree to comply with the"Contractor Responsibility" items noted herein. ,64z- PAW15 A-"-� General Contractor(print) G al Contractor Signature (date) Page 2 of 4 MASON COC1N7Y COMMCNIII SFAVICFS Required Special Inspections International Building Code; Chapter 17: A completed and signed copy of pages 1 through 4 of this form shall be submitted to the "Permit Center" prior to building permit approval. Engineer shall check the applicable items: ❑ Special inspection of fabricated items 1704.2.5 ❑ Submittals to the building official 1704.5 ❑ Structures over 75' in height located in Seismic Design Category D, 1704.6.1 ❑ Structures classified as Risk Category III or IV located in Seismic Design Category D, 1704.6.1 ❑ Steel construction & structural Steel 1705.2.1 ❑ Cold form steel deck 1705.2.2 ❑ Open-web steel joists & girders 1705.2.3 ❑ Cold form steel trusses spanning 60 feet or greater 1705.2.4 ❑ Concrete construction 1705.3 & Table 1705.3 ❑ Shotcrete 1705.3 ❑ Welding of reinforcing bars 1705.3.1 ❑ Material Tests 1705.3.2 ❑ Masonry Construction 1705.4 ❑ Empirically designed masonry, glass unit & masonry in Risk Category IV 1705.4.1 ❑ Vertical masonry- foundation elements 1705.4.2 ❑ Wood construction 1705.5 ❑ High Load Diaphragms 1705.5.1 ❑ Metal-plate connected wood trusses spanning 60 feet or greater 1705.5.2 ❑ Soils 1705.6 & Table 1705.6 ,Driven deep foundations 1705.7 & Table 1705.7 ❑ Cast in-place deep foundations 1705.8 & Table 1705.8 ❑ Helical pile foundations 1705.9 ❑ Fabricated items 1705.10 Page 3 of 4 MA50N COLS n COMML'Nfn"FRI IcI ❑ Special inspections for wind resistance 1705.11 ❑ Structural wood 1705.11.1 ❑ Wind resisting components 1705.11.3 ❑ Cold formed steel light frame 1705.11.2 ❑ Special inspection for seismic resistance 1705.12 ❑ Special inspection for structural steel per 1705.12.1 ❑ Seismic force-resisting systems 1705.12.1.1 ❑ Structural steel elements 1705.12.1.2 ❑ Special inspection for structural wood per 1705.12.2 ❑ Special inspection for cold-formed steel per 1705.12.3 ❑ Designated seismic systems 1705.12.4 ❑ Architectural components 1705.12.5 ❑ Plumbing, mechanical &electrical components 1705.12.6 ❑ Storage racks 1705.12.7 ❑ Seismic isolation systems 1705.12.8 ❑ Cold-formed steel special bolted moment frames 1705.12.9 ❑ Testing for seismic resistance 1705.13 ❑ Structural steel 1705.13.1 ❑ Seismic fore-resisting systems 1705.13.1.1 ❑ Structural steel elements 1705.13.1.2 ❑ Nonstructural components 1705.13.2 ❑ Designated seismic systems 1705.13.3 ❑ Seismic isolation systems 1705.13.4 ❑ Sprayed fire-resistance materials 1705.14 ❑ Physical and visual tests 1705.14.1 ❑ Structural member surface conditions 1705.14.2 (1705.14.3 through 1705.14.6.3) ❑ Mastic&intumescent fire-resistance costings 1705.15 ❑ Exterior insulation& finish systems(EIFS) 1705.16 ❑ Fire-resistance penetrations and joints 1705.17 ❑ Penetration firestops 1705.17.1 ❑ Fire-resistant joint systems 1705.17.2 ❑Testing for smoke control 1705.18 ❑ Testing Scope 1705.18.1 Page 4 of 4 61-t72023- oo`lla EASLEY NGINEERING Q MOBILE:(206)423-8907 C71 ESIGN E-MAIL:ANDREW@EASLEY-ENGINEERING.COM RE: Elise Deck& Hang Trust Pier Pile Driving Requirements July 8, 2023 To Whom It May Concern, This letter is to inform the interested parties of minimum pile driving requirements for the Elise Deck & Hang Trust joint use pier located on near Tahuya in the Greater Hood Canal area at 15381 and 15391 NE North Shore Rd,Tahuya, WA 98588. These requirements listed below are project specific and shall not be used in any other project or circumstances without prior approval from the engineer of record. Easley Engineering and Design has no responsibility or liability for the structural design of the proposed or existing structure. The requirements are for guide piles and bearing piles respectively per plan. For piles guiding structures only, minimum embedment listed below is paramount to resist lateral displacement due to wi nd wave action. Fo piles, a tolerance of 6" plumb and 3" horizontal shall be allowed. 1. All piles shall be 10"diameter with a minimum of wall thickness. Piles shall be ASTM A53 Grade B with Fy=35 ksi and Fu =60 ksi. 2. Piles shall be driven open ended. 3. Piles shall be driven a minimum of 12 feet into existing soil. If piles are driven less than 10 feet, a special inspection shall be completed to ensure piles have adequate capacity for intended loads 4. Final Blow Count shall be 20 minimum for the final foot or no movement in 10 blows with a 2000 lb hammer at 36"-48" drop. Bearing Pile Driving Requirements: 1. All piles shall be 10"diameter with a minimum of wall thickness. Piles shall be ASTM A53 Grade B with Fy= 35 ksi and Fu = 60 ksi. 2. Piles shall be driven open ended. 3. Piles shall be driven a minimum of 10 feet into existing soil. 4. Final Blow Count shall be 24 minimum for the final foot or no movement in 12 blows with a 2000 lb hammer at 48"drop. 5. Piles shall have a minimum vertical load carrying capacity of 6,000 lbs. Should any questions arise please feel free to call or e-mail me at the information shown above. These requirements are for driving pile only and no design of the pile caps, stringers, decking, railing, gangways, etc is the responsibility of Easley Engineering and Design. O'-w P EqS WA � 2 -10 53722 Andrew Easley O'c OTURALENG��\� Structural Engineer _-/0NALEN� Easley Engineering and Design WWW.EASLEYENGINEERINGDESIGN.COM REVIEWED FOR CHANGES SUBMIT CHANGES FOR APPROVAL CODE COMPLIANCE PRIOR TO PERFORMING WORK MASON COUNTY BUILDING DEPARTMENT GECK & HANG TRUST VICINITY MAP 4 47.1370156 N / -123.062361 W Directions from Shelton: Head NW on Hwy-3 to Belfair. Turn left onto after Dairy Queen onto WA-300. Go 3.3 miles. 15391 is on the left. Lilliwaup Dewatto l3�, BVl.air col} 30 r -- �106 Hoodsport Sunset Beach 'ii�z' 3 106 15391 Northeast Victor North Shore Road Union uxury Waterfront Hood —'Canal Vacation Home Ren... q kokomish i�fi s Grapeview c 56 min R 38.6 miles u 1oz Grant ��--- Fred Meyer yeaj�s 1 OaK18'nd Harstine/slang Shelton Agate I, I PURPOSE: Replace destroyed REFERENCE: piling. PROPOSED: Remove six APPLICANT: Elise Geck, chemonite piling and six new DATUM: MLLW=0.0' NOF Hang Trust galy. steel piling. ADJACENT PROPERTY OWNERS: LOCATION ADDRESS: IN: Hood anal W: Campbell et at, Sheila Moran & 15391 & 15381 NE North Shore Rd. NEAR/ATCTahuya Gerald James & Leigh Anne Davis Tahuya, WA 98053 E: Stephen & Marianna Wickman DATE: June 6, 2022 COUNTY: Mason STATE: WA SHEET: 1 of 3 \•J$ECK & HANG TRUST ~bite Plan _ N •\ 4 /' �60', SFR NE North Shore Rd Scale: / •\ \ 1" - 20' / SFR CHANGES / % SFR SUBMIT CHANGES FOR APPROVAL/ Bulkhead j PRIOR TO PERFORMING WOR� j. Subject Property: OHW/MHHW / Elise Geck j j' 15391 NE Northshore Rd Tahuya, WA 98588 • U j' % Subject Property: j 338' Hang Trust 15381 NE Northshore Rd / / • Tahuya, WA 98588 jI / j, /356' MLLW = 0.0' �( \o hw HOOD CANAL / j o % l j p3 j / 344' / APPLICANT: Elise Geck and Hang Trust/, / / PROPOSED: Remove six existing failin chemonite float / j Replace with six loll gals. steel piling.; support piling. j' AT: Hood Canal COUNTY: Mason � STATE: WA C R V I E W E D F O R Q'b E COMPLIANCE DATE: July 20, 2023 SHEET: 2 of 3 MASON COUNTY BWILDING DEPARTMENT �jGU2a23- 00 9t B O O Geck & Hang Trust -- - -- -- - - Plan View ----- 88, . i SCALE: x 40' ramp� ----- O O 30' 8' { t Os O f 36 rr -_ I Fthatsupport chemonite Guide Piles �ll� G1W(v(w`J ►rtF.�Is ✓�Svivc.� the float, and replace Pv�e,. a o tip+•( l NS 7uc 4ioL+. ly. steel Guide Piles Elevation View 3 20' y -- ----- --- -- �E 91Z'tz / HTL+15' MHHW+11.84' Bulkhe MHW+10.86' -- MLLW --'f Upper Shore Zone 0.0' - —- Bearing Piles to remain +2.5 Lower Shore Zone t��QE WASHq Cry APPLICANT: Elise Geck and Hang Trust PROPOSED: Remove six existing failing chemonite float support piling. a 53722 Q7 Replace with six 10" galy. steel piling. 9 si \+� 4" AT: Hood Canal COUNTY: Mason STATE: WA c'GMALEti� CHANGES DATE: July 20, 2023 SHEET: 2 of 3 OR SS/0NA_ �\`1 SUBMIT CHANGES FOR APPROVAL � PRIOR TO PERFORMING WORK CODE COMPLIANCE MASON COUNTY RI III DING, nFPARTMFNT �1,o7,0 ODgI� u . SITE co ,y s r P M � P � 1 Y M o H N o� r� 0 s REVIEWED FOR CODE C0MPLIAilCE MASON COUNTY E ILDiNG DEPARTMElff MUST MEET ALL CURRENT �•e e"7— Date /0'2-72-L, WASH".R!GTON STATE CODES CHANGES SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK