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Home My WebLink AboutBLD2023-00070 Addition - BLD Inspections - 9/20/2024 615 W.Alder St Bldg 8,SHELTON,WA 98584 MASON COUNTY SHELTON:360-427-9670,EXT 352 4IJMMUI�II1 1.:.3 ER RV ICES BELFAIR:360-275-4467,EXT 352 Birtldiiiry PIa�u4ing;Envaonmental taealUtiCoinmuniiyWeaUh; ELMA:360-482-6269,EXT 352 www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY" To schedule an inspection call or visit http:/Auww.co.mason.wa.usicommunity-services/bid-inspection.php Permit Number BLD2023-00070 Date Issued 03/28/2024 Issued By ArKPIvts . Project 64 SQ FT ADDITION(HEATED)$NEW ATTACHED GARAGE Site Address 1280 SE FIREWEED RD Applicant MCGUIRE PADDY J Contractor Contractor Phone Primary Code 201 IBC,IRC,IFC,IEC,IMC,& Type UPC Permit Type ADDITION OR REMODEL- 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 4,1( -24 Ib&Q Slab Footing Perimete Point load Footing Footing Interior Footing Decks/Porches Foundation Stem Walls 5.2-Z Other Rough-In Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing -7- (- 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 fmod S I � lam( 7-Z-2,/ ��'�. s V, ,�, 7-;�Z`I( Go�fcc��rows �la'�'e�oa e• �- MASON COUNTY 360-427-9670 Shelton ext.352 ? 360-275-4467 Belfair ext.352 COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352 Building,Planning,Fire Marshal 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER &D��4—000 70 ADDRESS/LOCATION: 12FO SE F/zEcucED 1?D FINDINGS: — Pro vrCo a .oe% 4W -1 Qc.t ?F.-o vi de- 5-14 �,rw L , AL r ,di^ Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. ❑ OK to Date: q lt,.2 q ❑ Please contact our office regarding possible Department: ,&P structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS. TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352 Building,Planning,Fire Marshal 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: X1 b ZCZS-&d&7O ADDRESS/LOCATION: /Z FO S E -Rre, FINDINGS: Z Cows le e. s j,-W(t 3�ck .�� .'k l?e 3) 694 f eVJ'se e A-5 iH c l UdC 1"mwt o ens t r�Jiu�.e ak erkr! � rest' !'�reccJC�!-,�.asOfis Coya t�/�,90 t0 lgxke Cprre a oks ai- par elHS�c c lOGI Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. OK to / Date: 7'Z Z`7 ❑ Please contact our office regarding possible Department: 134 structural damage incurred by recent Inspector: y" i �,vK.�-1 "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS. TAG MCC14.12 LIALITY �- Nw EO FIELD REPORT Project Name:Fireweed Rd VSI Report Date(start):4/19/2024 Site address: 1280 SE Fireweed Rd, Shelton,WA 98584 QG Project Number: QG24-055 Client:James Sims Report#: QG24-055 FR4001 Consultation Performed:Visual Soil Inspection Overtime(Night 6pm-6am): 0 Start Time: 9:45 am Arrival Time: 10:10 am End Time: 11:00 am Report Status: PASS Report Remarks: QG project geologist arrived on site as requested by the client for evaluation for visual soil inspection (VSI) of imported soils in the northwest corner of the area on site. While on site, QG Geotech used a standard'/2"T-Probe to test for depth of refusal. At the time of QG's site visit,the imported material had been brought up to approximately 2-feet below the native soil. The client met QG on site. QG evaluated existing conditions during our visit. Soils resemble well-graded sand with gravel. While using the T-probe, QG was unable to penetrate more than 1/2 inch in depth throughout the compacted areas. In general, imported structural fill soils on site were found to be firm and unyielding in areas where compaction has occurred. At this time, QG is not scheduled to return. Prepared by: Approved by: as/, 23 pcwlt-" ed �e 4/19/2024 FLUKE PRESTON MCCANN Jason Cross Luke Preston-McCann,L:E G- --..- Staff Geologist Principal Licensed Engineering Geologist Quality Geo NW,PLLC Serving All of Washington&Oregon I Geotechnical Investigations&Engineering Consultation Phone: 360 878 97051 Web:qualitygeonw.com I Mail: 4631 Whitman Ln SE,Ste D,Lacey,WA 98513 MASON COUNTY INSPECTION RESULTS Page 1 Department of Community Development COMMUNITY DEVELOPMENT 615 W Alder St,Shelton,WA 98584 Permit Assistance Center,Building,Planning (360)427-9670 ext.352 Application# BLD2023-00070 Application Type ADDITION OR REMODEL- Owner MCGUIRE PADDY J RESIDENTIAL Parcel# 320267590181 Site Address 1280 SE FIREWEED RD SHELTON,WA 98584 Wa, "'fix� �•-�z i.., .� :..:¢ „� �z c �¢�` a.:. *a .� r` a,_ c� " D v�t1iElS "r..OE1TRle11tS; ar �ilt8 ec: on T e f ?... % ".1'. ', u> �� ,., ,«�• x'<,k...,i.^`rr.: .� c 1:. ..i €` � �R .^a°•P ,�.�� ,..e �a•' v �' ��s�n.�-'1� 9-19-24µDEC INSTALL TOE KICKS ON STAIRS Drew Carlson BLD-FINAL INSPECTION 09/19/2024 FAIL INSULATE WALLS IN ROOM AT TOP OF STAIRS 2 WALLS TO THE INSIDE OF GARAGE EMAIL PICTURES AND INCLUDE PERMIT#, NAME ON PERMIT AND ADDRESS DREWC@MASONCOUNTYWA.GOV J - 4 - _ J 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 FATTACHED 3-00070 ADDITION OR REMODEL- RESIDENTIAL DESCRIPTION: 64 SQ FT ADDITION (HEATED)& NEW ISSUED: 03/28/2024 GARAGE ESS: 1280 SE FIREWEED RD SHELTON EXPIRES: 09/24/2024 PARCEL: 320267590181 APPLICANT: MCGUIRE PADDY J OWNER: MCGUIRE PADDY J 1280 SE FIREWEED RD 1280 SE FIREWEED RD SHELTON,WA 98584 SHELTON,WA 98584 1.503.975.7354 VALUATIONS: FEES: Paid Due U VB Utility, miscellaneous 1088.00 $72,330.24 Building Permit Fee $954.52 $0.00 R-3 VB Residential, one- 64.00 $10,629.12 Plan Check Fee $620.44 $0.00 and two-family Mechanical Base Fee $30.00 $0.00 Planning Review Fee $240.00 $0.00 Mechanical Fees $20.00 $0.00 Technology Surcharge $32.60 $0.00 Plumbing Base Fee $25.00 $0.00 Plumbing Fees $9.00 $0.00 State Fee-Residential $6.50 $0.00 Change in Tenant-Minor EH $130.00 $0.00 Plan Review Total: $82,959.36 Totals : $2,068.06 $0.00 FIXTURES QW Mechanical Fixtures ,(sty Plumbing Fixtures 1.0000 Dryer Vent(s) 1.0000 Number of Clothes Washers 1.0000 Spot Vent Fan(s) REQUIRED INSPECTIONS Printed by:Anna Schaffran on:03/28/2024 02:25 PM Page 1 of 6 Y Mason County Mason County - Division of Community Development 615 W.Alder St. QNLk. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov ADDITION OR REMODEL- RESIDENTIAL BLD2023-00070 ac Inspec ion Framing Inspection ------------------------------------------------------ _ — _ ._.. ..... _... _ _ .... — _ _ — _ _ _ _ _ _ _ _ — _ - -- eeting1nspe,ctiun----, u - __ ________________________________________ _. _ .... -... _ _. _. — _ — _ ._.. _ _ _ _ — _ _. __ _ — _ — _.. Fou ataefl Wall-Pfe-Pour-Inspection-__ Mechanical Inspection - ----------------------------------------------------- _. _ _ .._. ..._ _. _ _. .-.. __. _.. — _ _ _ ..... _.. .-.. _. _-.. _. _ -,. _ — ..General Inspection Insulation Inspection --------------------------------------------- _ — _. -_ __. _. _. -__- - _ -. —_ ._.. — _ _. _ _ ..... _ — _. BLD-Final Inspection CONDITIONS * 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). -----------______---------------------------------_--------------------------------------______________. * Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. __----_--------______-----------------------------------------_-------------------_---------------------------- * 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. - --------------------------------------------------------------------------------------------------------------. * The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. _ _ ____ __------------------------------------------------------------------------------- * The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked "APPROVED",they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. * When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by the Mason County Department of Public Works. For more information contact Public Works, at(360)427-9670, ext.450 or 100 W Public Works Dr. Shelton. The building permit will not be finaled until the permit holder can show proof that the access permit from Public Works has been finaled and approved. ---------------------------------------------------------------------------------------------------------------. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. __________________________________________________________________________________________________________. * WIND LOADS-Roof coverings shall be designed and tested to withstand the maximum basic wind speed. The basic wind speed for Mason County is 85 MPH. ______------------------_----------------------------------------------------------------------_---------------- * 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. ___________________________________________________ ---------_---------------------________________------------- * Before renovating or remodeling activities in pre-1978 residential buildings or child occupied facilities and to ensure your compliance with applicable Washington lead regulations, contact the WA State Department of Commerce Lead Paint Program at; (360)586-5323 or email Ibpinfo@commerce.wa.gov.Visit www.commerce.wa.gov/lead for further information. ----------_-----------------------------_---------------------------------_--------------- __. * A minimum of 90 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. --------------------------------------------------------------------------------------------------------------. * 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 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. Printed by:Anna Schaffran on:03/28/2024 02:25 PM Page 2 of 6 Mason County Mason County - Division of Community Development 615 W.Alder St. ;MNC Building 8 Shelton,WA 98584 360-427-9670 ext 352 www.masoncountywa.gov ADDITION OR REMODEL- RESIDENTIAL BLD2023-00070 * The foundation/footing must be placed on undisturbed,firm-native soil. Proper frost depth shall be observed below grade in undisturbed soils. - ------------------------------------------------------------------------------------------------. * A permanent certificate, completed by the builder or registered design professional, shall be posted on a wall in the space where the furnace is located, a utility room, or an approved location inside the building.When located on the elctrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect labek, or toher reqyired labels.The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof,walls,foundation (slab, basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces; U-factors for fenestration; and the solar heat gain coefficient(SHGC)of fenestration.Where there is more than one value for each component, the certificate shall list the value covering the largest area.The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Chapter 4, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air changes per hour when tested with a blower door in accordanve with WSEC Section R402.4.1.2. The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required for additions less than 500 square feet. Reference WSEC R402.4.1.2. Compliance certificates are available online at the WSU Energy program website titled, ",WSEC 2015 Certificate"and are available in or'/2 sheets. * All RED stamped 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 Department prior to any further inspections being performed or approvals granted. -----------------------------------------------------------_______________________________________________. * Adopted Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine-4C,Window(Max U- Factor):0.30, Skylight(Max U-Factor):0.50, Doors(Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49,Vault Insulation R-38, and Slab Insulation R-10. _________ -----___----__________________________..---_-----___------_..-----------_--------.----_________.,____. * Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer specifications and in.accordance with IRC Section R315. Alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling. EXISTING DWELLINGS shall be equipped with carbon monoxide alarms when alterations(including addition or alteration of fuel burning appliances), repairs, or additions requiring a permit occur, or when one or more sleeping rooms are added or created. ______________________________________________________________________________________________________________. * When parcel development requires direct access to state road(s), a Road Access Permit or Approval must be granted and approved by the Washington State Department of Transportation. For more information contact Washington State Department of Transportation, at(206)357-2620,ext. 630. __------__-----_----_---_-----_----_-----_____------_---_------___------____----- ________. * 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. _______----------------------------_--------------------------------------------------------------------------- , Printed by:Anna Schaffran on:03/28/2024 02:25 PM Page 3of6 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 ADDITION OR REMODEL- RESIDENTIAL BLD2023-00070 * A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. *NOTE if Stormwater-Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan"constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have,a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. 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 which may affect your project. * REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the manufacturer's installation instructions. A drip edge shall be provided at eaves and gables of shingle roofs. ---------------------------------------------------------------------------------------------------------------. " Concrete encased grounding electrodes must be installed and used at each new building or structure that is built upon a permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor & Industries(L&I). For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415- 4000. __________________________________________________.-_----_---_____-__-_-_-----____-__._-----_-------------_---. " The international 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 roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. l Printed by:Anna Schaffran on:03/28/2024 02:25 PM Page 4 of 6 Mason County Mason County - Division of Community Development 615 W.Alder St. ;yC Building 8 Shelton,WA 98584 360-427-9670 ext 352 www.masoncount"a.gov ADDITION OR REMODEL- RESIDENTIAL BLD2023-00070 * Installation of heating equipment in a single-family residence shall meet the requirements of the current WSEC R403, applicable sections of the IRC, and IMC. Heating equipment shall be sized in accordance to ICC/WSEC, Section R403.7. Heating and design load calculations for the purpose of sizing HVAC systems are required and shall be calculated in accordance with accepted practice, including infiltration and ventilation. Design calculations shall be available for inspection during inspection. Referencing IRC M1601.4, all ducts, air handlers,filter boxes, and building cavities shall be sealed. All joints of duct systems and seams shall be made substantially air tight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Closure systems used with rigid fibrous glass ducts shall comply with UL181A and shall be marked 181A-P for pressure-sensitive tape, 181A-M for mastic or 181 A-H for heat-sensitive tape. Closure systems used with flexible air ducts and flexible air connectors shall comply with UL181 B and shall be marked 181 B-FX for pressure- sensitive tape or 181 B-M for mastic. Duct connections to flanges of air distribution system equipment or sheet metal fittings shall be mechanically fastened. Mechanical fasteners for use with flexible nonmetallic air ducts shall comply with UL 181 B and shall be marked 181 B-C. Crimp joints for round metal ducts shall have a contact lap of at least 1-1/2 inches(38 mm) and shall be mechanically fastened by means of at least three sheet-metal screws or rivets equally spaced around the joint. Closure systems used to seal metal ductwork shall be installed in accordance with the manufacturer's installation instructions. Duct tape is NOT permitted as a sealant on any ducts.When ducts are located in unheated spaces the ducts hall be insulated to R-8 DUCT TIGHTNESS TESTING shall be conducted by person(s)trained to perform such testing. A signed affidavit documenting test results in accordance to IECC/WSEC Section R403.3.3 shall be provided to the Mason County Building Department prior to the final occupancy inspection. Affidavit forms are available on at the WSU-Energy Program website titles,"Duct Leakage Affidavit"or"Duct Leakage Testing Results(Existing Construction)." Duct tightness testing is not required if the air handler and all ducts are located within the heated space. ___________________________________________________________________________________________. * All property lines shall be clearly identified at the time of foundation inspection. _______________________.._______.___---_____-__.______-__---__________---______--____-_---_.--_e__-____- * 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 which may affect your project. ................................................................................. * 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 records on file with Mason County as being non.compliant with Mason County ordinances and building regulations. * 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/ditching system or road way. -----------------------------------------------__---____--------------------------___------------- * 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. -----------------------------------------_......_----_-------------------------------- * 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:Anna Schaffran on:03/28/2024 02:25 PM Page 5 of 6 Mason County Mason County - Division of Community Development 615 W.Alder St. C„ Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov ADDITION OR REMODEL- RESIDENTIAL BLD2023-00070 * 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. ----------------_-----------------------______________________________. * 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. ____________-__-- CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international 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. ..................... ....................................................................................: By definition, propane tanks and heatpumps are structures,which must meet setback conditions. Please check your "Approved Site Plan"to ensure these structures meet the setback conditions listed. ________________________________________________________________________..______-_--__-___-____-_____-__. * 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. ----------------- m _-_______-____________-___._______-_.._._-____.__-______-________ PLANNING SETBACKS: . Front:25' (SE Fireweed Rd easement) Side: 5'ADV2023-00008(E prop. line) Side:20'(W prop. line) Rear:240'(from wetland observed at coordinate 47.191815/-123.021293) *No new impervious surfaces or clearing of native vegetation within the wetland buffer(225') *Subject to EH setbacks *Measured from furthest projection of building * Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered. A.) Drainfield/Reserve requires a 1 Oft setback from all footing/foundations. B.)Septic tank(s)requires 5ft setback from all footing/foundations. C.)No foundation/Perimeter Drains within 30ft,down gradient of Drainfield/Reserve area. D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/Reserve area. 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: AnneS Contractor or Authorized Agent: Date: `� Z Printed by:Anna Schaffran on:03/28/2024 02:25 PM Page 6 of 6 re t•I12wtaL ttouml Tans soum we" wenNi TYPICAL SHEAR WALL NOTES l� CFO" M AM �IIB LA IA 10 Stlg[ STRUCTURAL NOTES NLL M ee _1 I OwlieM ML W1011D4 tM Uee7r1'd'm.by 10'Andror Bolta(AB'e)Wm eapb plates or iR'Ta.by 1YAB'e Wth _ 1//IOfe•r OA 3X or double plats spaced as shown on Ne drewinga.AW..haII nave 7'of General Nela°: 11Y�� IGq slip embedmensInlofm0ng,shell be centered a the stud waO,Bntl shag pro Vuough the RotlrAoml606 bellompl�teofthewal.AlanUgrboll-hsllbeplacedwifidelYfmmmfimnx- tl Thsoslrvctuwlrola6suppklmantthetlraWugs.Any dis-aparayfmndamorgOro MC SQUARED OaF/OI�[Oy IT from the end°of hello plebs el.pgces.All arch-bola shall nave a 3'sgwre, drawings,these cols,end the elle,conditions shag be reported W the Erglmer,who c o w r o w T MIMI �� 1/4'mickpl.bwshareb.M.nth.Wp orth°sllplat..Mlh°nul. (Iluslag shall correct such dtaepanuY In wulli Any work done by the Contractor after sTnuaTuaM..muuownuH expansion Bneltom as substitutes foranchorbots.embed a minimumol3-1/2'ata tlismvary of euN tliecrapanry ehaObe Bore al the Conlredor'e risk.Th.Conireclor ilMfer L 11Y�IJ [°noel°d •nog vedly end eeerd)nMs Ina etmemtona..one M1 draw age prior to euawa.-ronrealu ID M 10ft me AfiwaO eheathlrg Bhail bo l2'CDX pywsad,5/e'Tt-1l citing,or T/16'OSB WIh preonganE sharing during con work rsbudbelon,The Contractor le respmdelefor all .W exiedw exposure glee and span rated'SR 24101 be6er.Al flea smalhln0 edge. 1235 SUIT 10 AVE. L shag be blocked with 2x4 or W Doi backing sxceplvMare rated ch the drawings or SUITE 101 �� M I®1[stm Glow Al con—vem ehal mnfotm to the applable porters of ft latest edidm of the OLYMPIA,NVA 98506 m�¢ International Building Code except where noted. T(360)754-93J9 *VAffSKnG Lf11wJ A/rage shall be W or led common(So common mans must be 0.131 main diameter, F Jfi0 362-2044 Sears KC27 Neil.era equivalent, 1110d oommm alb ere called for the diameter Design Crlleda: ( ) ee I OWAM Hill/ mull M 0.14g ad es.Senor MD23 N,11c en aquivebnlwnen used Wth F'pywoadj. 1'LM Load 40 PS F(Floor) xnlnv.mc2-IIIGCem 81r Neil sins end epadng at all eheatNng edges shell be as required below or lee In the drawins. Nall shell be IT oa.for field selling except•s soled. 2.Dead Load 15 PSF(Rest and Floor) 6 10 PSF(Partlllen) 11I.411W 1�1 RMI 12 PSF(Wa0) p NYL t mZ Is I m CM.0w1 Hold dawns om fifi ran'Strop Wand Ih,g be Installed per the menumdure's ISO PCF(Coeaele) IMIID MID g VV00 recommendation. Equlvabni hold—,by United Sisl Products GOmany'KBnl4s J Wind 20181BC ExposureB®100 mph M1RFD),BO MPH M pp an Is,IfK shed hew ICC apprevel ran be substituted In plats of Simpson holdewne• (ASO).3 second gust L 4.Eeehquake 201B11 �M�b I J R tig� The rile@ng of me ma prole b the ibor hall be 18tl ommon red.io matN the spedn Ss•1500 Site Class D z WII IO100MI NOW I I I I orine snearweB 4age rolling. SL•0.5s9 L J L L •I'001/1a IS S•1.0 wen nemmg elrontww2 Dwg+u orxuer.3X,4x,or BX stws-nee made mom satmm Desgn ealeeoryD y2I0101t tlpUtl tQ multiple 2%slueegNed end rtilad loge(herWth(z)mwa of tOde al e'en cenlersch raw. SDS•1.000 w IatlMNsmr WI AT �� i.� S SOL•0.648 HEARWALLELEVATION Au 1ct00el� Llghl Freme Wood sheemrena 12•I,w SW002 3x sill plats ra mbination en be a co of(1)presure Veal"'2X did directly In commet with R•s5 3 b eM an.Mer rio-Wed 2X.ill Dmle relied W coo lower pWm Win(2)taro of 0.1.J Nmfleeuntlant$BLGure 100 common nails el6'on cenbr each Inv. Cs•SDS VR rrTO.1 IIAOL4r Ilml OAYDDi 012'MN Alfasbnere in pressure bested woos shall a hot teeldipped Balvenmed astlNes.steel. V•0200Wror Load Fadw Design AwAnr bait ere col repaired trios olsmabs elalwpaNenmotl. C.a SOS V(1.4R) ROOF DIAPHRAGM V•0Cs W -0 V•0.140W for Allowable Stross Gatti h'plywood w)l16'OSB,.pan raise 24716 or Oadar,nail wigs M common nags el 6 5.Sell 1500 PSF,Assumed Bearing Capacity on cant —rdIronce le,l ld.Shemhingshellbyperpemdicebrsofreming. 40 PCF,Active Press-e 36D PCF.Pa..hm Pressure FLOOR DIAPHRAGM OAO Coe ficlent of Fratian FIX A/II C<AY PEII RAN Sur league and groove plywood or OSB aheethag Span must 48124 or act.' Glu rei m Generale S Reinfona Steel. and nail with 10d commons al 6-on center edges,and IT on canter field lhln.Shea I. Ail—minis work shag be per the 2018 IBC Chapter 19 and ACI shall lay papendimbr to fremlog. 318-14.Concrete queghr,mblag end pbmmen(ahal be 1' I SHEAR WALL SCHEDULE 31B14 I andlspeclbs shag be per 20181BC al x1mil be se, l Chapter 19,sections 03 and 0. 1aheeWng slbd Wlh Bois et 6'on center e0atlgs.(Capaclty•260 Dif) 3. All reinforcing shall be ASTM A615 Grade 60 exceptas shown on the HOLDOWN SCHEDULE Diana. H I 3. t onareb shag be m da slump llmce 4'ASTM 150. LTTP2 LTTP2 eitechas to foundation Win IW diameter..he,boll with 7 sc•3500 PSI®28 day sN Par 201 IBC e.g,6,705.3 reaps.No tip minimum embedment for cost In piece mnsbuclion. Usti X'dismete petal mspaibn required per 201E IBC emgon 1]05.3 saprron 2.3. J ffAV OEvni NORM. shrouded rod In[boned SR'diameter(role T deep end epoxy will Cmeontrv: H Simpson AT.XPilinsWMdafierwncredenasbeen UIL L11121lbcea W W to double stud minimum with(12)1W smkw sit&(Cap•2275) 1. S4uciuml lemurs aboll be 02 Douglas Fir, (O u) 2. 6X columns am" be 0 1 Douglas Ftr. (9 bVPPOrtr � 3. 2X foist shall be km ddW and stared In a dry area prior ta Islall1ter- 4. Gam mmisled beams shag be 24r.VS far anoleveretl ar mMlna°us Z be—and 24f-V4 for simple°pans. 2 BEAM ELEVATION FOR WHOLE PLACEMENT LU z (Flo• 2,400 PSI) 4 LL �3 i U F 265 PSO FF, �p"t ror nb WA010 �Ev•1,B00.000 PSI) J LL Ur LL w (FcL• 650 PST) O 1 DRAWING DISCREPANCIES S. Conthaousand antileered glue tamaabl beams shall not W g se The contractor shall alert NC Squared.Inc.of any discrepancies timbered.Al found on the drawings, S IhafremIn9 pins far"try exaDlitie. NRK such as lasing data,typos,or any other items that do not 8. Pywootl shell lea relied ro.a.edges and 12'field win Oda unless NRK make good eamee. oinenvise rotes on the drew'vga. Mc DRAWING DIMENSIONS Hardware: 12NBR012 The structural drawings am not dimensioned.The architectural al connection nertwere shelltwsimpsm'Strong Tle',Mdss noted otherwise. plane should be follawed for dimensions between grld goes,length and width of Connec0on hardware exposed bwealherw in contact with the greuntlwPressure b Ddl g and I!..to floor hetyht Th aWetural drawings are onry dimensioned for the structural t�1,dcod,lmIJbag,ImhIxxdpa,ASTMA-123WU 1.25or.ofakc.psllerper Wall.. ofmni°d pre.,ON USSES PER MANUFACTURER'S RECOMMENDATIONS.BRACE PERNDATIONS. TOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. 2aB-u 2022-0620 S1.0 I or 5 J 1 I MC SQUARED 1235 EAST araAVE. sz, I r m .r s2, SUITE I OLYMPIA,WA 98506 T(3W)754.9339 '.......... 2 2644 is VERIFVORPROVIDEvvm.me2-iOCcom t ,f $IMPNTO(2)2Y. PT0 2 IN(0 U)26 IIN (2j xe2 I iii i�1[If';i�i; ' �4•CON GRAD li! SIME ON fiUDE EXISTING RESIDENCyE�� - sIAR=7 i;!!�i j •--- I l 1. - 1 c Via;-,a,�..T:.;;ri I � �I jjl .i -- ',1� ..�'j � im•=o•ac wv b gg if r .if I' p of NO JOISTS �I �y SIMP�(ZTTP2 I 1 I h I 1 I ?!�!':51!:i i�I, a/Y...RrM000..slaATfmm ...........sPAx................. I 1 I I fill i!''i il'I w/TOT.�O.O.C.AT FDOE]e' I 12•O.C.AY IIR'^RNGIRINO 1O PTRPPNmCWIAR m FNAIRNO I ( I I is l j nij.. !; i- l i!3?c•�f I �.I' !!!!!�If / I! SIMPDNIL2TTZ Rl ...-mm.................................. Ill ! ! I SWOON LTTPZ O N b E-' I i ��'��_�•� INTO(3)21e J'Et74 17012'DEEP W/ (� S ICENTERED BETWEENWAY ? Q C t) ................::I.:l....I.i I - GARACE DOORS b a�+.'W i D w¢ 5 LL ��iu B §LLL �LLoo w g 5 NRK NRK JMC e12N8lM22 ]EE oEf11R TO/SL1 FOR s,vrED PDtMK 10N DETAIL *012 PTION #4 M ON O,IADED.CIff OP GKAIL Ia APORARS IM 1P O.C.DYER"VAPOR LMmEIIOVER a•COEVACTEO CRVwfFDROCK 1TPIGLS2.0 - FOUNDATION PLAN AN��{pp�Rp�TD� nozo Eff O1 CONC IE SCALE:1/4"=V-0" Va VA.I/4. rMr nWASHERM sR`, 2022-0620 FTATE WFM*M w N•.PFA WALL 3=7ION Man NOTED on""'n. $2.0 an■HKAR1NA,L NOTES. z w s J POST P09T SAW CUT SLAB W DEEP e SIL SE(2)02 OF (2102 OF 26 !Pu W/RJOOSLE EPDXY 1'- NC SUB 1 / TOPOFSTEMWALLOR TRIMMER ENDS TRIMMERSTUOS OR ZIP STRIP' RETAINWD WALL NqR B•R PERof� --— — OETML4rsx.1. (2) N W/11 BEYOND N 6N4 N P11L"/ MC SQUARED 3•'RMND SII.4AL BODM' EAOI WE TOP NOWZ co„v o.Aw. NOW!BM RR 1 EI N RR OETIB. x.1. BiFY MNL RWORENED SURFACE - 6TRMCATAUIxE CNOiINE[xelUN' I B .,WEO`Ex110N () !'COMC SLAB i -AT CPAOE ��CRACK CONTROL JOINT 123SEAST4TII"E. AT i -,.a. SUITE 101 TrP aw 4•G I a /1 HEM OLYMPIA,WA 98506 MR DETIa TrJ' /4 Wm a 32'GG T(360)756-9339 FODINO RFOTNRmIFNf I I b UN.O.ALTDINATE TARS !•CONO SUB F (3fi0)352.2044 PER OE1Pl.45x.1. ]•(2p PIE-FOm1EU IRTAL EDGE ' www.mC2-IOG °�now1 SE L'rnf ----ii PREFORMED iWfNC 3' B' J- h ((22��Am,wla/A{4 OOTf Bva DPNN TYP ION N cDNr E :P y Nfa SIFl4YL MTE N's a—Z. I 1'-0' ION 1/F SPLICE a•®8'OC. 1-0' • %YA2{'SYOOM ROD 34 e [0 WF15E(I)WE ONLY % l Pobf E PO9f O]{'O.G 5[L MNI NA SOI J4a uaa9uEID TYPICAL CONCRETE FOOTING AT GARAGE DOORS AZ CONSTRUCTION JOINT TYPICAL STEPPED FOUNDATION DOUBLE POST FOOTING 5 (FD-65.1) I'a' FD-16.0 "' (FD-71.2) 8 ,•1e. ( ) 'het N.NL SHUT— tl11F1e0R i91B1 1{ NCR VISITING �P I°'0 ]ROM9 1eC•-SEE Q@ (2)/4.W BARS IN 3/•E Wa --` foe°PION e'DEEP EPOIIY m PucE ISTMG SHEAIHRIG MRH 4YPSON AT OR EWAL 03STINGRBAJORT + PT/a W TA PIAIE M/ — %'W.M•e'GG UNO EASONOIUOISTS NNI.M/ed• B•OC. e T`-TO 9LL MATE 102'•TOE N•em u CORE°� sME n u Jam Lurt I•BNCi xQ/E]I'YN W MICE I COLT iie 6A6 NA'rz eC 1m1 uP sMlcE +� - E%IBTMG STEM WALL II J (2)NAS COLT 1W POWMIID IOOONO (lt EV B•R9 ul mR14ao e' ° e• ._._._.._ R L0 tpwn IroOOM•"�M/JL�IEICM-Y IU1M 91L 1'-0' U, ma OPAm D /•R''s C NEW FOUNDATION TO EXISTING FOUNDATION Z ¢ o eArxFu MA i2l0 NORB.BU6/e RERAN•le 6 •,d FOOTING SECTION W(TJI FLOOR SYSTEM LD YA1 DOE oa (FD-33.0) 3 ,-,a (FD-24.3) 2. au DD•v.-SfE IYBtE J 0 k(=DLL j 0 amDE /3 D(].e smm & $ANY 7 TV TOP TOP R[N(. JOOlf E/RIUOImim EUNAII %'/.B'•O 4e'O.C. Pf 2He MATE M—r— ti U'kO' NRK �11LL9 12• R_ >7 KR S q a 3[i 2A 1ID001 M/( %•AA' {'WNC Z NRN LIUN FFEE ]• b- b �B1PSM SOS SCREM9 O�e'OG _ yy JMC 10 9 12N8(1023 ORI➢eM0 GRADE b kl<D OPIPh1 Fs . e BMb®B•O.C. ' PER MSTS /1 VERT M 32'O.C. N.O.ALTERNATE TAILS PEAL P62 ptVN SIMPSON HU52B *M. NORWATER PO E BOTIOY REWf. LL�� SCREWS@16'O.TITEN ND � � SCREW9(�18'O.C. -TCIRe' ° ]- RETAINING WALL SCHEDULEY M/VPE]I•LOPRONF. °Of REDO'. OONEI. 1'ERf BN! SIA1 4 pS BARS 2 pe BAR9 B51®B'OL.Yel PI 8'-0' 14' 1'-0' 3'% (])AB BARS 1tleBM5 YBYO YOC.YBY I,e'O.C. 1'CONG BIAS 2022.0620 RETAINING WALL SECTION 4 TYPICAL CONCRETE FOOTING AT GARAGE 9 Y•"'P (RW 32) I�WALL TO SLAB CONNECTION •'e (FD-64.1) 52.1 ,a• G of 5 him Z MC SQUARED oS]AUCTURAL—UNOATIUN' A B 1235 EAST 4TH AVE. —�L SUITE IOI VERIFY OR PROv DE '" s''' IDLYMPIA,WA98506 SIMPSONLTTPI 1 0 4N a o a.o T(360)754-9339 )3522044 ..:...............,.,.... INTO IIl2Y ...... - F (360 .mc2-inc.<om 3 SIMPSON L TP2 ? INT0(2)2's ! SIMPSON LTTP2 g Ilij I �' INTOl2)He pp lilij!�! a MI. PRRIJ EREDROOFTRU SE 24'O.C.UP t � Vry t 1 RIFY OR PROVIDE ! SIMPSON LTTPI11V INTO(2)2A'S SPAN PLY OR 4/1a• B TTOR NDn evAx RATm xula al eEmn WED wi W.IS 6•D.D.AT EDGMI ________.. I I I •v o.D.Ar Fmn aNFATMxD TO uY PFRPFNDICUTAR TO FRAVM I I I I I e s]J I I lI I I I I I P.p ,,.sue aF W �SIMPSON LTTP2 EIMPSON LTTPI 2,,8T I ME STUD 20F 3W TRIMMER STUD OF fJ �N b EN I INTO(I)-3 INTO 1212Ah IxB TRIMMERSNDSB 2N8 TRIMMER STUD 8 I I KING STUDSMINEACH KING STUDS MIN CH u_ ..........�,....... I SIDE OFOPENING SIDE OF OPEN24 �K J ......_..W._.i........: e U. WWQ Uy dU. Wiz B LL -3K_0N & S NRK NRK JMC ,INW2U22 EDSWlS SNGiMNO ASSDIDD A MEET 9DIRn/1L TWE'1' REDURDEME Tn6Y.SNLNIeNl fAl2gR SEE SIRNM'NL 5°RDIRE '�E M.�S es¢IPsuo �� `�T 9RVSN5 NUG4R9 A SNFARtM:e WAu 6D1m ser•N+d9.22 6%IERIOR WALL eTUWIo e5 S3.0 - ROOF FRAMING PLAN "°Fb°'"76 °2` #2 OF NEADESC]EXAM xE f72 SCALE:1/4"=1'-0" n DP xea.wi xm,Re.cJE 2o22oa2o Elam AND EAM slum FALN emE DvF DVExnA UIEF35 NOTED ORIERFRL7E 53.0 4 of 5 ROOF FIFA PVN lMl� P,AN - ROOF SXFA1NMo �— SEE — WM AT MC SQUARED 16-oz. pRE_OIORFEREO c o n y o..w. iRU55E5 O 14'OG � L NLL OEPIN 1RU5g[9 WY RUN OPP BLOCIONO SYaM�artaiEp a Ou e°[nnOv' DwEcn°N mcE N4E s sEE Ru 1235 EAST AVE. EooE N1nRD SUITE 10 101 OvmlvI ,WA98506 smrs T(360)754A33Y ' ctw a�� F (3fi0)352.2044 WNf OBL lOP RA1F5 www.mc2-inc L BOCpNO MOM WKEGWE SRI� 9YPSON SGRC EM $D�dM OIC SCREN.FA IRVSS CUPS O 49'0.4 .W 1.MN1 BFISI/Iff/.OFIE O SD16 I0G110N9 D&T;RATE SNd01Nl SNFAIXPq— S[C RAY sEE RAv 4 WALL TO ROOF CONNECTION ,� TRUSS TO WALL CONNECTION RF002 '� ee.0 4•D.e u�,LLal e`�r�TMmpiOvuLe Low isu.°w'maawg Raa sxuT,euB E ®e•oe. ROOF s¢ATwero SEE PLAY EDGE NNL 91FAlNRO B.Y®.• '' SNFAINED iRUS4 V/ Na YEN!HOIES A9 REO'0 11 1RI656 0 14 0.CI w COOE p1 d8E RDF 2.a. EN0 IM/53 J Pag a[o gtyh 9KPSON A]S CUPS _ —a' IS'O.C. [ODE NNL TRUSSES I BLDC.ND CONE m TOP PIAIE mP ONAe SN� N3 CLrv50lYo.C. gNEYM41_sEE pLW U) Q O C�l°Il O 5 TRUSS TO SHEARWALL CONNECTION 2 TRUSS AND ROOF TO SHEARWALL CONNECTIONM. to �^ RF029 LL, 3i uo O EDGES.ILVL.10) S LL W 2 2 ,se.EVERY flU111N0 YdgEN LL 7 O N k USm (1)tOd.,TPIGE pp ROOF SNGIMNO N4 NFFER9 0 14'O.G NRK NRK BBB NB B MC ' ,2roerzo2z N4 VERr.0 4r O.0. soccERm (>),C!tOFNADS lYPlp1 uNN WOF F111LR0 %.,n EQaOE(p r.vExr Nate O 49'0.C.BDIX 11AY5 a ro832 SMFAlNINO 1N RUNNERS•24'O.C.NNL M/(1) Rm5 1w.EA ER 0 uEYeEn 2022-0620 .3 OVERFRAMINO DETAIL S3.1 N"-''P RF016 6 d 5 Grays Harbor Fairgrounds VSI Quality Geo NW,PLLC 10/23/2023 Project## QG23-196 Site May Legend Parcel Construction Area SCALE (FEET) Q Area Probed Qw- ity Geo Site Map Source: Mason Co.GIS 2024 e Scale&Locations are approx. NW, P.LLC Fireweed Rd VSI Not for Construction C 2