Loading...
HomeMy WebLinkAboutBLD2022-01216 Cancelled SFR - BLD Inspections - 11/14/2010 Mason County Mason County - Division of Community Development 615 W. Alder St. Building 8 ` \ � Shelton, WA 98584 n GG \l.L 360-427-9670 ext 352 GuN L www.masoncountywa.gov rBLD20212-01216 NEW SINGLE FAMILY RESIDENCE ESCRIPTION: NEW SFR W/ATTACHED GARAGE (COVAL) ISSUED: 12/15/2022 ESS: 271 E WHEELWRIGHT ST ALLYN EXPIRES: 06/13/2023 PARCEL: 122205083002 APPLICANT: COTEY MARK& DENISE OWNER: COTEY MARK& DENISE 4132 60TH AVE SW 4132 60TH AVE SW OLYMPIA,WA 98512 OLYMPIA, WA98512 360-228-0558 GENERAL CONTRACTOR'S LICENSE: COVAL HOMES License: COVALHL894QD 2023 125TH ST EAST Expires: 11/04/2023 TACOMA,WA98445 1.800.693.0357 VALUATIONS: FEES: Paid Due Covered Deck/Carport 169.00 $3,718.00 Plumbing Base Fee $25.00 $0.00 R-3 VB Residential, one- 1662.00 $246,524.46 Building Plan Review/Change of $125.00 $0.00 and two-family Use - Onsite Sewage U VB Utility, miscellaneous 506.00 $30,299.28 Plan Check Fee $1,431.25 $0.00 Technology Surcharge $77.76 $0.00 State Fee-Residential $6.50 $0.00 Mechanical Fees $78.00 $0.00 Building Permit Fee $2,201.92 $0.00 Planning Review Fee $240.00 $0.00 Plumbing Fees $122.00 $0.00 Mechanical Base Fee $30.00 $0.00 Total: $280,541.74 Totals : $4,337.43 $0.00 FIXTURES (sty Mechanical Fixtures Qty Plumbing Fixtures 1.0000 Dryer Vent(s) 1.0000 Number of Clothes Washers 1.0000 Furnace(s) 1.0000 Number of Dishwashers 1.0000 Heat Pump(s) 1.0000 Number of Kitchen Sinks Printed by:Amber Selby on:12/15/2022 10:17 AM Page 1 of 8 Mason County 10 Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov NEW SINGLE FAMILY RESIDENCE BLD2022-01216 Qty Mechanical Fixtures Qty Plumbing Fixtures 3.0000 Spot Vent Fan(s) 1.0000 Number of Water Heaters and or Vent 2.0000 Number of Hose Bibs 2.0000 Number of Bath Tubs 2.0000 Bathroom Sink 2.0000 Number of Showers 2.0000 Number of Toilets REQUIRED INSPECTIONS Setback Inspection Rough- Plumbing Inspection Footing Inspection Mechanical Inspection Foundation Wall-Pre-Pour Inspection Insulation Inspection Underfloor Inspection Connection has been verified by Health or Utilities Framing Inspection BLD-Final Inspection CONDITIONS " 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. * 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. Printed by:Amber Selby on:12/15/2022 10:17 AM Page 2 of 8 Mason County Ilk Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov NEW SINGLE FAMILY RESIDENCE BLD2022-01216 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 Iabels.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 '/4 or X2 sheets. * 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. * 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. * 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. * 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. * 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. * 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. * 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. Printed by:Amber Selby on:12/15/2022 10:17 AM Page 3 of 8 ' Mason County Mason County - Division of Community Development 615 W. Alder St. Lwwvq Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov NEW SINGLE FAMILY RESIDENCE BLD2022-01216 * 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 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. * 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. * 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. * 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. * 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. * 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/age nt/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. Printed by:Amber Selby on:12/15/2022 10:17 AM Page 4 of 8 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 NEW SINGLE FAMILY RESIDENCE BLD2O22-01216 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. * 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. Fuel Normalization Credits: Table 406.2 2 Heat pump Table 406.3— Energy Credits (Single Family) 1.3 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U =0.28, Floor R-38, Slab on grade R-10 perimeter and under entire slab below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total conductive UA by5% 2.1 Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour. maximum at 50 Pascals or For R-2 Occupancies, optional compliance based on Section R402.4.1.2: Reduce the tested air leakage to 0.3 cfm/sf maximum at 50 Pascals and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code or Section 403.8 of the International Mechanical Code shall be met with a high efficiency fan(s) (maximum 0.35 watts/cfm), not interlocked with the furnace fan (if present). Ventilation systems using a furnace including an ECM motor are allowed if they are controlled to operate at low speed in ventilation only mode. 3.5 Air-source, centrally ducted heat pump with minimum HSPF of 11.0. 4 4.1 All supply and return ducts located in an unconditioned attic shall be deeply buried in ceiling insulation in accordance with Section R403.3.7. For mechanical equipment located outside the conditioned space, a maximum of 10 linear feet of return duct and 5 linear feet of supply duct connections to the equipment may be outside the deeply buried insulation. All metallic ducts located outside the conditioned space must have both transverse and longitudinal joints sealed with mastic. If flex ducts are used, they cannot contain splices. Duct leakage shall be limited to 3 cfm per 100 square feet of conditioned floor area. Air handler(s) shall be located within the conditioned space. 5.5 Water heating system shall include one of the following: Electric heat pump water heater meeting the standards for Tier III of NEEA's advanced water heating specification or For R-2 Occupancy, electric heat pump water heater(s), meeting the standards for Tier III of NEEA's advanced water heating specification, shall supply domestic hot water to all units. If one water heater is serving more than one dwelling unit, all hot water supply and recirculation piping shall be insulated with R-8 minimum pipe insulation. * 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). * 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. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. Printed by:Amber Selby on:12/15/2022 10:17 AM Page 5 of 8 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 NEW SINGLE FAMILY RESIDENCE BLD2022-01216 * 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. * 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. * 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. * 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. * 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. * All property lines shall be clearly identified at the time of foundation inspection. Printed by:Amber Selby on:12/15/2022 10:17 AM Page 6 of 8 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 NEW SINGLE FAMILY RESIDENCE BLD2022-01216 * 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. * 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. * 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. * The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report or assessment. All applicable recommendations and specifications shall be applied to the development on this site. Any deviation requires stamped written approval from the registered design professional responsible for the report/assessment, and may require special inspection by same. Structures and /or land modifications (grading, cuts, fills, etc.) required in the geotechnical report/assessment, may require a separate permit. The geotechnical report/assessment shall remain attached to the approved building plans. * Application acknowledges that the structure is only permitted for a use consistent with the current zoning of the parcel. * From Justin Phelps, Wastewater Manager with Mason County Public Works: Pay connection fee and grinder pump fee. Schedule inspections with manager. Follow Mason County's Sewer Construction and Design Standards. * 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. Printed by:Amber Selby on:12/15/2022 10:17 AM Page 7 of 8 •.,-„ .,,. , 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 NEW SINGLE FAMILY RESIDENCE BLD2022-01216 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 Ordinanc governing this type of work will be complied with whether specified herein not. The granti f\a permit does not presume to give authority to violate or cancel the provisions f ny ther stat /I I I w regulating construction or the performance of construction. Issued By Contractor or Authorized Agent: Date: )-*-�)- 5 Printed by:Amber Selby on:12/15/2022 10:17 AM Page 8 of 8 CRE TI_ OF TURF I] I40ME czs p1ping moans intL-w Ida ay Irftlar-Date r---tari3r Data gy . Point k�d I En .1gr INSULA-poN Emzt t g� Sy FIRE DERART ENT i<cUndaga t E=D= Dre DYDECI FRAhUNG ate BY D B ppop�E T RK.s ay OTHER E�ER Sy iL2'(Tfj`i4F..3 G DRYWALLDats age BY %*per a D ErEt Frelf nai-_ i�Li5 Fire s:pe Eeex� [t� `_fII ?EG lC fir[ o BY Sy t3a:ey S _ins Pass at- Request IrrFail D-a� �R�i r�. Done By a NI- SAI �V�j 7-3-a3 l L4#MILI 4ss I z, I Z� -� 615 W.Alder St.Bldg 8,SHELTON,WA 98584 MASON COUNTY SHELTON:360-427-9670,EXT 352 i - COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 352 Building,Planning,Environmental health,Community health ELMA:360-482-5269,EXT 352 www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY`* To schedule an inspection call or visit hftp://www.co.mason.wa.us/community-services/bid-inspection.ptw Permit Number BLD2022-01216 Date Issued 12/15/2022 Issued By Project NEW SFR W/ATTACHED GARAGE(COVAL) Site Address 271 E Wheelwright St Applicant COTEY MARK&DENISE Contractor COVAL HOMES Contractor Phone 1.800.693.0357 Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type Permit Type NEW SINGLE FAMILY RESIDENCE Occupancy -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 -k= Slab Footing Perimeter Point load Footing Footing Interior Footing Decks/Porches Foundation Stem Walls(5,k -1 -a 6— 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 �1 Other - - o No u nnckuj— No \d cc,&e. -�NYW Genie McFarland From: Scott Ruedy Sent: Tuesday, April 25, 2023 1:56 PM To: Genie McFarland Subject: RE: BLD2022-01216 — COTEY s R2 so it can be 5' Thank you, Scott Scott Ruedy, AICP Senior Planner Mason County Community Services Office#360-427-9670 ext. 287 Teleworking#503-660-8336 �r�nrrn From: Genie McFarland<Gmm@masoncountywa.gov> Sent:Tuesday, April 25, 2023 1:52 PM To: Scott Ruedy<SRuedy@masoncountywa.gov> Subject: BLD2022-01216—COTEY Hi Scott, can you check the approved site plan for this permit, they would like to go as close as 8' on the side. The lot is 80' wide. Just let me know. Thanks Genic McFarland Permit Specialist. 1.360.427.9670 ext. 284 �Y►mn@inasoncountywa.gov 1 MASON COUNTY 360-427-9670 Shelton ext.352 52 40D COMMUNITY SERVICES 36 60-275-0-4822--5 69E1maextt.352 Building, Planning,Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER O 1 A ADDRESS/LOCATION:a — Y\ e Wy % FINDINGS• G.� r � i 1(• r0 � v` v' 0A Co LAY-' . 2 r Ca i Y1 C c.l ve't k 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. —�n ke corrections, items will be checked on the next inspection. ❑ OK to Date: CQ 93 ❑ Please contact our office regarding possible Department:buc> structural damage incurred by recent Inspecto . r "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC 14.12 360-427-9670 Shelton ext.352 MASON COUNTY : 360-275-4467 Belfair ext.352 COMMUNITY SERVICES 60-485 69 Elma ext.352 Building, Planning,Environmental Health,Community Health 615 W. Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: ADDRESS/LOCATION: 7I C 01+6e(, W R16yT ST FINDINGS: Items listed above must be corrected to fain 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: Please contact our office regarding possible Department: % c,D structural damage incurred by recent Inspector: �'� "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 360-427-9670 Shelton ext.352 MASON COUNTY COMMUNITY SERVICES 36 60482-52 Belfair ext.352 GO 360-482-5269 Elma ext.352 Building, Planning,Environmental Health,Community Health 615 W. Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: D ADDRESS/LOCATION: FINDINGS: Q,�irF�t�,�Iv '. a av-e-o� \Y-\ C r - - A-E� L , 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. >-6call 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: r Q rp� e -CP5 ❑ Please contact our office regarding possible Department:�� structural damage incurred by recent Inspector: (fir ,natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC1a.12 MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY SERVICES 360-482-5269 Elma ext. 352 Building, Planning, Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: 3 LID ADDRESS/LOCATION: Z—1 t 15 I )L Ae ( Q yif k4 S FINDINGS (l tj Ckve,c -ehw O r S r -Fo 4?- Q�rtcv " (+eelt at , I /to e4AJ rS lksuH em Gl ✓c F�✓c k�vt O0-ot, 1 aucc Ly t !It4' ✓ Y�v� et�v t Svyj►ur'E{z�l S l(4 e o # A X14 � Va •_► It,zt cv .� ( ( /v0 Wta✓ICi N k V0 Utd,L- a H eto SOte4z - 4 r( (Cw f-t4 u l'7 C v r✓c Items listed above must be corrected to gain compliance. If ❑ 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. 0 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: Please contact our office regarding possible Department: 13c> structural damage incurred by recent Inspector: .)'(tom "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY SERVICES 360482-5269 Elma ext.352 Building, Planning, Environmental Health,Community Health 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER:S\8 LP \\ ADDRESS/LOCATION: G �e,�W �g� Z. FINDINGS: l er U Y wm v- O - 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. ,R-OK to�'P �M� C�CCI� \ U Date: Z-!)- 2�J ❑ Please contact our office regarding possible Depaxtment-22 1, structural damage incurred by recent Inspector: r� "natural/man made" disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC 14.12 MiTek MiTek USA, Inc. MiTek USA, Inc. 400 Sunrise Avenue, Suite 270 Roseville,CA 95661 Telephone 916-755-3571 Re: 3537239 COVAL CH-2262 COTEY RES. The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Builders FirstSource(Arlington,WA). Pages or sheets covered by this seal: R77455156 thru R77455156 My license renewal date for the state of Washington is September 28,2023. °1,"G e VrASh��O 54074 �-6� fi� GISTER SS j Cy July 24,2023 Zhao,Xiaoming IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSl1TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSl1TPI 1,Chapter 2. l V3,537239 Truss Truss Type Qty Ply COVAL CH-2262 COTEY RES. C04 Roof Special Girder 1 R77455156 Job Reference(optional) Builders FirstSource(Arlington,WA),Arlington,WA-98223, Run:8.63 S Apr 6 2023 Print:8.630 S Apr 6 2023 MiTek Industries,Inc.Mon Jul 24 10:59:15 Page:1 I D:PvlxRFFtj74jSkZOEz5GkSzZhDE-RfC?PsB7OHg3NSgPgnL8w3ulTXbGKVJrCDoi7J4zJCW -1-4-0 5-2-12 11-11-12 18-6-0 24-4-8 29-9-4 31-6-8 36-8-14 1-4-0 5-2-12 6-9-0 6-6-4 5-10-8 5-4_12 1-9-4 5-2-6 5x6= 6 3x6 s 2x4a 30 25 7x8 r 5F 429 5 7 3x6c u 4x5. co � 5xl0 s 8 o; 3 1 26 N rn 28 M18AHco Sx12 = 14 M 2 16 N 2x4. 10 v= 1 6x16= ut= 0 0 27 t7 J2.5 12 11 4x8= 3x6 M18AHS 5x12 = 12 2x4. 2x4. 2x4■ 7x8= 2x4. 2x4. M18AHS 8x12 = 10x16= 21-5-12 31-6-8 i 5-5-8 13-2-12 , 21-0-0 21-.3 8 24-4-8 25-5-1228-5-12 29-6i8 r 36-8-14 5-5-8 7-9-4 T 7-9-4 0_ig g 2-10-12 1_1_q 3-0-0 1.0.122-0-0 5-2-6 Scale=1:70.6 0-2-4 Plate Offsets(X,Y): [11:0-3-12,Edge],[13:0-7-4,0-5-0],[15:0-6-0,0-3-9],[17:0-9-12,0-3-0],[20:0-1-3,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL) -0.11 15-16 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.22 15-16 >999 180 M18AHS 145/140 TCDL 7.0 Rep Stress Ina NO WB 0.91 Horz(CT) 0.12 12 n/a n/a BCLL 0.0' Code IRC2018/TP12014 Matrix-R BCDL 10.0 Weight:185 lb FT=10% LUMBER WEBS 3-17=-1475/751,3-16=-1293/2474, 10)This truss is designed in accordance with the 2018 TOP CHORD 2x4 HF No.2 4-16=-505/135,6-16=-504/592, International Residential Code sections R502.11.1 and BOT CHORD 2x4 HF No.2*Except*17-15,15-13:2x4 DF 6-15=-465/997,7-15=-130/391, R802.10.2 and referenced standard ANSI/TPI 1. 180OF 1.6E,8-12,18-12:2x6 DF No.2 7-13=-2123/397,9-11=-212/308, 44)This truss has been designed for a„1 tat drag load of WEBS 2x4 HF No.2`Except*17-3:2x6 DF No.2, 9-13=-610/378,11-13=-1647/1629, - 16 3,16 6,15 6,13 7,13 11:2x4 DF 1800E 7-14=0/106 Connect tru rOA rag loads along bottom chord 1.6E NOTES from 29-6-8 to 36-8-14 for 319.5 pff. BRACING 1) Wind:ASCE 7-16;Vint=100mph(3-second gust) LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied or Vasd=79mph;TCDL=4.2psf;BCDL=6.Opsf,h=25ft;Cat. 3-4-2 oc purlins. II;Exp C;Enclosed;MWFRS(envelope)and C-C BOT CHORD Rigid ceiling directly applied or 5-6-14 oc Exterior(2E)-14-0 to 2-4-1,Interior(1)2-4-1 to 18-6-0, bracing. Except: Exterior(2R)18-6-0 to 22-2-1,Interior(1)22-2-1 to 5-7-0 oc bracing:12-13 36-8-14 zone;cantilever left and right exposed,end WEBS 1 Row at midpt 7-13 vertical left and right exposed;C-C for members and JOINTS 1 Brace at Jt(s):14 forces&MWFRS for reactions shown;Lumber REACTIONS (size) 10=7-2-6,11=7-2-6,12=7-2-6, DOL=1.33 plate grip DOL=1.33 17=0-5-8 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate Max Horiz 17=143(LC 49) DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0; Max Uplift 10=435(LC 51),11=-1279(LC Cs=1.00;Ct=1.10 51),12=1113(LC 50),17=-563 3) Unbalanced snow loads have been considered for this (LC 40) design. Max Grav 10=461(LC 60),11=1346(LC 60), 4) This truss has been designed for greater of min roof live 12=1967(LC 35),17=1775(LC 33) load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on FORCES (Ib)-Maximum Compression/Maximum overhangs non-concurrent with other live loads.Tension 5) All plates are MT20 plates unless otherwise indicated. vAON"G Z TOP CHORD 6-7=-1556/489,7-8=772/1026, WASH 6) This truss has been designed for a 10.0 psf bottom Q �" 4 8-9=-989/1292,9-10=-1041/1110,1-2=0/55, chord live load nonconcurrent with any other live loads. tC 2-3=-673/869,3-4=1765/713,4-6=1296/281 7) `This truss has been designed for a live load of 20.Opsf S t BOT CHORD 2-17=-606/501,16-17=775/540, on the bottom chord in all areas where a rectangle h GZ 15-16=-1195/1832,14-15=1321/2175, 3-06-00 tall by 1-00-00 wide will fit between the bottom 13-14=-1328/2160,12-13=1985/1163, chord and any other members. 8-13=192/76,11-12=-574/498, 8) All bearings are assumed to be HF No.2 crushing 10-11=-1018/976 Capacity of 405 psi. 54074 k4 9) Provide mechanical connection(by others)of truss to0� +�GI Rti0 Cr, bearing plate capable of withstanding 435 lb uplift at joint 10,563 lb uplift at joint 17,1113 lb uplift at joint 12 SjONAI E and 1279 lb uplift at joint 11. July 24,2023 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev.5119/2020 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �� a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPl1 Quality Criteria,DSB-89 and BCSI Building Component MiTek USA Inc. Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 400 Sunrise Avenue,Suite 270 Roseville CA 95661 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 / Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4�� offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing,is always required. See SCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer.For c1-2 c2-3 wide truss spacing,individual lateral braces themselves �- 18 may require bracing,or alternative or I WEBS A04bracing should be considered. of3. Never exceed the design loading shown and never O slack materials on inadequately braced trusses. U 4. Provide copies of this truss design to the building designer,erection supervisor,property owner and For 4 x 2 orientation,locate C7-e Ce-7 F all other interested parties. plates 0- 1118'from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 8. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7. Design assumes trusses will be suitably protected from Connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber NUMBERS/LETTERS. shall not exceed 19%at time of fabrication. software or upon request. 9. Unless expressly noted,this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: 10.Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator.General practice is to 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 camber for dead load deflection. to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 11.Plate type,size,orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that specified. Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 13.Top chords must be sheathed or purtins provided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or I bracing 14.Bottom chords require lateral bracing at 10 ft.spacing, if indicated. Lumber design values are in accordance with ANSI/TPI 1 or less,if no ceiling is installed,unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15.Connections not shown are the responsibility of others. 16.Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved reaction section indicates joint 17.Install and load vertically unless indicated otherwise. number where bearings occur. -- 18.Use of green or treated lumber may pose unacceptable Min size shown Is for crushing Only. ; environmental,health or performance risks.Consult with project engineer before use. { Industry Standards: 19.Review all portions of this design(front,back,words n Specification for Metal and pictures)before use.Reviewing pictures alone ANSI/TPI1: National Design p is not sufficient. Plate Connected Wood Truss Construction. W1 DSB-89: Design Standard for Bracing. i 20.Design assumes manufacture in accordance with BCSI: Building Component Safety Information, ANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, MTek 21.The design does not take into account any dynamic Installing&Bracing of Metal Plate or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.5/19/2020