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Home My WebLink AboutBLD2021-00488 Cancelled SFR - BLD Inspections - 8/12/2024 CANCELLED C0014 MECHMICAL MMUFACTURED HOME ass } �sas Pi�¢tg orxs ta#a-ioF�ate sy [r icu-uarm �y D xt!�{data By Fir_p%O-- 3nt`tra Point Ltad I isms F-ocdngs MULATIGN Hors BIG1 SL4a tea�a ON B!c BY 0= By FIRE DERA ENT cw-_ By naia By INDate Fly Date BY � RY PROPANE T KS PLUMBING � i Data By Data- 3y , rt � f_OTHER Ift. Brace WaRBY By l� m �Line. Fire SeMrihicon �y FINAL fNSFEEC ION m By Data By Dare By v m D Pass or Rest I m P- Fall Fiie By i .� Stith-¢- o r m l m D D D 7 I D J_ m I I - 1 m 1 o r � 7 CANCELLED 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 \y ea Building,Pldnning,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 http://www.co.mason.wa.us/community-services/bid-inspection. hp Permit Number BLD2021-00488 Date Issued 11/12/2021 Issued By Project SUPREMA HOMES: NEW 2641 SQ FT SFR WI ATTACHED GARAGE Site Address 51 E PENDRAGON DR Applicant MUSSELMAN DAVID A&DEBORAH C Contractor SUPREMA HOMES LLC Contractor Phone 253-331-1490 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 Department Building Official: Community Services Designee 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 St F� oft . + 2 - S Z� w 1 �jwt,�✓ r-cp �v��✓�-Ivr ^o��s G�SS �.�►�I�LC S �wt ��ZrZ' lti Ht l l� Tt l��, '>�N k5� �✓Or�s� Il t,!S� � S'�'«'✓`. T I I F I t M'lu. "�i Get I� f°l`s( aa^ ��Jdr -fD 5,e� �.� - �� +I►�s s Z-Z3-Z� t r �rz_ s4--t- A-4-4 / INSPECTION CARD , Mason County 615 W. Alder St. Bldg. 8, Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us PERMIT# BLD2021-00488 PROJECT ADDRESS 3263 E State Route 302 Belfair, WA 98528 PARCEL # 122167590032 PROJECT DESCRIPTION COVAL HOMES: NEW 3151 SQ FT SFR W/ATTACHED GARAGE OWNER MUSSELMAN DAVID A& DEBORAH C ADDRESS 990 KAZAC PL SE PHONE 360.932.1619 CONTRACTOR COVAL HOMES ADDRESS 2023 125TH ST EAST PHONE 360-662-1520 CONTRACTOR LICENSE COVALHL894QD LENDER INSPECTION INSP DATE Comments INSPECTION INSP DATE Comments Setback Inspection Framing Inspection Footing Inspection ilia Rough-Plumbing Inspection Foundation Wall-Pre-Pour Mechanical Inspection Underfloor Inspection PBLD-F ulation Inspection Foundation and roof drains inal Inspection Shearwall Inspection SG-�— ljc.ck5 (9 Zcr' 7,2 � Tl— Stc at' CGu�."" w►�� l�v�SS�uC �✓ldkNy 155�� Gl� �r< "-G � f/1�'�i✓t vw-c.r� �,,..r D��t� S"f'✓-Cc.rs-►. J 4 CANCELLED Joshua Luck From: Joshua Luck Sent: Monday,June 27, 2022 9:28 AM To: 'brett@covalhomes.com'; 'Kevin @ GO Feasibility'; 'DAVIDAMUSSELMAN@GMAIL.COM' Cc: Scott Ruedy Subject: Setback Site Visit (BLD2021-00488) Good Morning, At the request of the contractor a site visit was conducted on Friday(6/24)to discuss required setback from the onsite stream.There was concern that the in-place stakes marking/identifying the stream buffer setback were not measuring 75' has required by the approved site plan provided by the Mason County Planning Department. During my site visit I walked the edge of the stream adjacent to the house placement and took measurements from a few different locations.The measurement taken from the edge of the stream to the stream buffer setback stakes along the south end of the house were measuring around 62'. Placing the edge of the house approximately 77'from the stream. Based on my conversations with the Planning Department and reviewing the approved site plan the required setback from house to the stream is a minimum of 90' (75' stream buffer+ 15' stream buffer setback).Therefore,at this time the required setback is not met or achieved. Do not place concrete at this time until setback requirements are addressed.The previously approved/passed setback inspection has been revoked due to the issues noted above. Please review the approved site plan and ensure all required setbacks are met (property lines and septic system). If you have any questions regarding this matter, please feel free to contact me. However, if you have questions regarding required setback or would like a second opinion, please contact the Planner for your area Scott Ruedy. Thank you and have a great day. CANCELLED MASON COUNTY 360-soncount ext 352 www.masoncountvwa.,Tov COMMUNITY DEVELOPMENT Permit Assistance Center, Building,Planning CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: BLD2021-00488 ADDRESS/LOCATION: 51 E Pendragon Dr, Belfair FINDINGS: 1) Flags/stakes in place identifying stream line setback but house foot print is not clearly marked identified. Therefore unable to verify streamline setbacks are acheived. Please mark house foot print and/or dig and install house footings. 2) Please provide how compilance with setbacks from ascending and decending slopes adjacant to the structure are being acheived. Complaince was unable to be verified due to lack of house footprint being clear identified. 3) Appears fill dirt has been added to building site. Please provide compaction reports for all in-place fill meets 95% compaction requirements. 4) Property lines not clearly identified, please address. 5) all permit documents must be onsite (plans, site plan, permit card, etc). Items listed above must be corrected to gain compliance. PTHIS 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. e 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: 2/23/24 ❑ Please contact our office regarding possible Department: BLD structural damage incurred by recent Inspector: Josh Luck ID "naturaUman made" disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 CANCELLED JECB Field Density Form PROJECT: 51 East Pendragon Drive- Belfair DATE: 2/28/2024 CLIENT: Dodge Construction GAUGE: CPN-MC3 INSPECTOR: M. Daughtry Permit#: Probe WetFensi't Percent Percent Pass or Depth Test Location DensityMoisture De th Soil T e Com action Fail 4" South 1/2 146.8 . 10.99% SG 20-0008 96% Pass 4" NW Corner 145.6 131.5 10.75% SG 20-0008 95% Pass 4" North 1/2 144.7 131.9 9.72% SG 20-0008 95% Pass Proctor RC (ASTM D1557) soil type: 23-0048 Max dry density: 138.4 Opt. Moisture 5.8 Soil type: Max dry density: Opt. Moisture Soil type: Max dry density: Opt. Moisture: Soil type: Max dry density: Opt. Moisture: JECB Ph:(253)405-4654 Email:jamiehicks50@msn.com CANCELLED ,JAMIE C. HICKS Geologist/Special Inspector/Co-Technical Director/Lab Manager/Field Supervisor Education: University of Puget Sound-BS Geology,1997 Certifications: ECO 3: BMP 160 WSDOE,Erosion and Sediment Control Lead Campbell Pacific Nuclear: Nuclear Densometer American Concrete Institute/WAQTC (#60368):Concrete Field Technician,Level I American Concrete Institute: Concrete Strength Technician,Level I American Concrete Institute:Concrete Aggregate Technician,Level I American Concrete Institute: Masonry Field Technician,Level I ICC-Reinforced Concrete,Reinforced Masonry ICC-Structural Steel and Welding,Pre-Stressed and Post-Tensioned Concrete WABO Shot-Crete,Cold Form Steel Framing,Lateral Wood,and Proprietary-Anchors Nuclear Safety Officer WAQTC (#60368)-Embankment-In-Place Density,Asphalt,Aggregate Previously Held;WABO Reinforced Concrete, Reinforced Masonry Shot-Crete, Cold Form Steel Framing, Lateral Wood, and Proprietary Anchors Experience: 32 years Jamie Hicks is a Geologist and an ICC certified Special Inspector. Jamie has preformed numerous Geotechnical investigations throughout Western Washington. He has landslide evaluation and field investigation experience. His Special Inspection experience includes reinforced concrete, structural masonry, structural steel and bolting, concrete post-tensioning, and proprietary-anchors. He also has performed numerous construction quality control / quality assurance inspections on various projects. Jamie has served as a lab manager for a soils, concrete, aggregate, asphalt, and engineering laboratory. He has started and ran mobile/onsite field laboratories on various projects throughout Western Washington. Jamie's extensive soils background and major in Geology provide for an excellent resource when faced with challenging soils issues or a complex site with various soil types. Jamie is a certified Special Inspector with an extensive background in concrete testing both in the lab and in the field. Jamie has served as senior inspector on a number of projects that have used Washington State Department of Transportation, Federal Highways, Federal Aviation Administration, or US Army Corps of Engineers specifications. As a Special Inspector Jamie has shown proficiency at reading engineered drawings and plans for the placement of reinforcing steel for reinforced concrete and masonry, 1. �A CANCELLED JAM1F, C. HICKS Geologist/Special Inspector/Co-Technical Director/Lab Manager/Field Supervisor welding of reinforcing steel, and placement and stressing of Post-Tensioning Tendons. It also means that he has adequate experience to perform concrete and masonry inspections from batch plant inspections, to low strength concrete investigations, to mix design creation and certification, to tendon grout placement for post tensioning, and aggregate analysis for use in concrete. Jamie's varied experience with all types of concrete placement has helped him train other inspectors in the variations that may occur while testing in the field. This valuable experience can then be passed on to less experienced inspectors to assist them. Some of Jamie's recent experience includes the following; Salishan Phase 2 and 3 Tacoma Housing Authority, Tacoma,WA 2007-2011 Project consisted of the demolition of existing low income housing structures. These structures were replaced with single and multi-family residences. All infra-structure was replaced in the process. Inspections performed included reinforced concrete, structural masonry, lateral wood framing inspections,proprietary anchors,structural steel bolting,and in-place densities on soils and asphalt Nelson Krane Elementary Seventh Day Adventist, Puyallup,WA 2009-2011 Project consisted of the construction of a new school building and church steeple for the Seventh Day Adventists Church. Project included a period of pre-loading and monitoring of the site. Inspections performed included reinforced concrete, lateral wood framing inspections, proprietary anchors, structural steel bolting and welding,and in-place densities on soils and asphalt Western Washington Regional Headquarters Seventh Day Adventist, Federal Way,WA 2006-2007 Project consisted of the construction of a new 2 story regional headquarters office for the Seventh Day Adventists Church. Project included removal of unsuitable soils from the site. Inspections performed included reinforced concrete,cold formed steel framing inspections,proprietary anchors, structural steel bolting and welding,and in-place densities on soils and asphalt Ft.Lewis Tank Turning Pads, US Army Corps of Engineers, Ft. Lewis,WA 2006-2007 Project consisted of removal of existing tank turning pads on 4 different firing ranges and replacing them with new more durable concrete pads. Projects were performed around live firing ranges which required extremely accurate communication with the firing range patrol during placements and when retrieving cylinders. Project used Army Corps of Engineers Specifications and required slump testing each truck delivered to the project site prior to placement. Project consisted of placing 12-18 inch slabs on grade using paving concrete for the tanks to turn while on the firing range. 2. CANCELLED JAMIE_ C. HICKS Geologist/Special Inspector/Co-Technical Director/Lab Manager/Field Supervisor Ft.Lewis Main-Post Fire Station, US Army Corps of Engineers, Ft.Lewis,WA 2004-2005 Project consisted of the construction of a Fire Station on Main Post of Ft.Lewis.Project was a Design- Build. Service included the all geo-technical investigations and design, all special inspections, and serve as construction quality control. Inspections performed included reinforced concrete, structural masonry, cold formed steel framing inspections, proprietary anchors, structural steel bolting and welding,and in-place densities on soils and asphalt McChord AFB-Taxiway C and H, US Air Force, McChord AFB,WA 2005-2006 Project consisted of removal and replacement of the existing taxi way. Concrete was placed using a concrete paver and a Bidwell bridge deck paving machine. Concrete placement was monitored for excessive edge slump and proper consolidation and finishing. Concrete testing was done in accordance with Federal Aviation requirements. Project included asphalt paving and soils work however the vast majority of the materials testing was concrete paving. During concrete paving concrete beam samples and concrete cylinders were required. Another requirement was periodic inspection of the batch plant during paving operations which required the collection of aggregate samples for later testing. Hawks Prairie Reclaimed Wastewater Satellite, Lott Alliance, Lacey,WA 2005-2006 Project consisted of the construction of a new Wastewater Reclamation Facility. Project consisted of at least 10 different sub-surface tanks and chambers all cast in-place for the treatment of Wastewater. Construction consisted of below grade tanks with all administration and office facilities built above the tanks. Inspections performed included reinforced concrete, structural masonry, proprietary anchors, structural steel bolting and welding, and in-place densities on soils and asphalt Another requirement was periodic inspection of the batch plant during concrete placement operations which required the collection of aggregate samples for later testing. 4th/5th Avenue Bridge, City of Olympia, Olympia,WA 2002-2004 Project included the complete replacement of the earthquake damaged original bridge. Bridge construction was also combined with the re-routing of the original roadway to accommodate current traffic demand. Project includes Soldier Pile Walls, grouted tie back anchors, deep drilled foundations, decorative concrete paving of city streets and cross walks, bridge piers, and bridge deck. Bridge was also post tensioned and required inspection of the stressing of the tendons placement of all reinforcing steel, welding of reinforcing steel, welding and NDT testing of driven piling for bridge bent, and compressive strength testing of bonded post tensioning grout along with flow rate,mud balance,and schupak testing of grout. Entire project required in excess of 10,000 cubic yards of concrete and had various artistic colored concrete pours throughout the project site. The project was tested using WSDOT specifications throughout and was Federally Funded through FEMA Earthquake relief grants. Project was federally audited and was found to be in compliance with WSDOT and Federal Requirements for testing frequencies. 3. --A# CANCELLED MASON COUNTY 360- eat 352 '- ��ww.masoncount oncouutywa.;;ov COMMUNITY DEVELOPMENT Permit Assistance Center, Building,Planning CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: BLD2021-00488 ADDRESS/LOCATION• 51 E Pendragon Dr, Beflair FINDINGS: 1) All approved documents must be avaiable onsite at time of all inspections, please address. 2) Slope setback requirements per section R403.1.7 not acheievd this date. Please review section R403.1.7 of the 2018 International Residential Code (IRC) and ensure setback requirements are met prior to next inspection. If an engineered report is to be submitted, the letter must (at minimum) address the itms noted in section R403.1.7.4 of the 2018 1 RC. Items listed above must be corrected to fain compliance. RTHIS IS NOT A COMPLETE INSPECTION 0 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. e 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: 3/25/24 ❑ Please contact our office regarding possible Department: BLD structural damage incurred by recent "natural/man made" disasters.This is NOT a Inspector: 0 CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 CANCELLED Mason County Mason County - Division of Community Development 615 W. Alder St. SWIM isp Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov E 1-00488 NEW SINGLE FAMILY RESIDENCE ESCRIPTION: SUPREMA HOMES: NEW 2641 SQ FT SFR ISSUED: 11/12/2021 ED GARAGE ESS: 51 E PENDRAGON DR BELFAIR EXPIRES: 06/05/2024 PARCEL: 122167590032 APPLICANT: MUSSELMAN DAVID A&DEBORAH C OWNER: MUSSELMAN DAVID A&DEBORAH C 990 KAZAC PL SE 990 KAZAC PL SE PORT ORCHARD,WA 98366 PORT ORCHARD,WA 98366 360.932.1619 CONTRACTOR: SUPREMA HOMES LLC OWNER'S REP: GO Feasibility 15315 50TH AVENUE E PO Box 1176 TACOMA,WA 98446 Sumner,WA 98390 253-331-1490 1.206.219.0565 GENERAL CONTRACTOR'S LICENSE: SUPREMA HOMES LLC License: SUPREHL807Q3 15315 50TH AVENUE E Expires: 11/23/2024 TACOMA,WA 98446 253-331-1490 VALUATIONS: FEES: Paid Due R-3 VB Residential, one- 2641.00 $438,617.28 Planning Review Fee $240.00 $0.00 and two-family Plumbing Base Fee $25.00 $0.00 U VB Utility, miscellaneous 756.00 $50,258.88 Plumbing Fees $158.00 $0.00 Covered Deck/Carport 50.00 $1,100.00 Mechanical Base Fee $30.00 $0.00 Building Plan Review/Change of $120.00 $0.00 Use-Onsite Sewage Plan Check Fee $2,019.84 $0.00 Technology Surcharge $108.93 $0.00 State Fee-Residential $6.50 $0.00 Mechanical Fees $132.00 $0.00 Building Permit Fee $3,489.36 $0.00 Addressing Fee $185.00 $0.00 Plan Check Fee $2,268.08 $0.00 Building Plan Review/Change of $130.00 $0.00 Use-Onsite Sewage Planning Review Fee $240.00 $0.00 Printed by:Amber Selby on:01/05/2024 11:42 AM Page 1 of 8 CA NL' *) E L L ED Mason County Mason County - Division of Community Development 04" W-. 615 W. Alder St. iik Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov NEW SINGLE FAMILY RESIDENCE BLD2021-00488 Total: $489,976.16 Totals : $9,152.71 $0.00 FIXTURES Qty Mechanical Fixtures City Plumbing Fixtures 1.0000 Dryer Vent(s) 1.0000 Number of Clothes Washers 1.0000 Kitchen Exhaust Hood(s) 1.0000 Number of Dishwashers 1.0000 Furnace(s) 1.0000 Number of Water Heaters and or Vent 1.0000 Heat Pump(s) 2.0000 Number of Hose Bibs 7.0000 Spot Vent Fan(s) 2.0000 Number of Bath Tubs 2.0000 Number of Kitchen Sinks 2.0000 Number of Showers 3.0000 Number of Toilets 4.0000 Bathroom Sink REQUIRED INSPECTIONS Connection has been verified by Health or Utilities Framing Inspection Setback Inspection Rough- Plumbing Inspection Footing Inspection Mechanical Inspection Foundation Wall-Pre-Pour Inspection Insulation Inspection Underfloor Inspection BLD-Final Inspection Foundation and roof drains inspection Progress Inspection Shealwall Inspection Footing Inspection CONDITIONS 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. Printed by:Amber Selby on:01/05/2024 11:42 AM Page 2 of 8 CANCELLED 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 BLD2O21-00488 " Installation of heating equipment in a single-family residence shall meet the requirements of the current IECC/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. A minimum of 75 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. 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. " 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:01/05/2024 11:42 AM Page 3 of 8 CANCELLED Mason County Mason County - Division of Community Development 615 W. Alder St. imp Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov NEW SINGLE FAMILY RESIDENCE BLD2O21-00488 " 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 Section R401.3 & R402.4.1.2, 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 IECC/.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 IECC/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'/z sheets. The Mason County Permit Center will also have some available. • All property lines shall be clearly identified at the time of foundation inspection. " 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. " Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. 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. • The foundation/footing must be placed on undisturbed, firm-native soil. • 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. * 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. 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. 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:Amber Selby on:O1/05/2024 11:42 AM Page 4 of 8 CANCELLED 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 BLD2021-00488 * 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. * 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. * 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. * 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. * 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. * 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. * 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. Printed by:Amber Selby on:01/05/2024 11:42 AM Page 5 of 8 CANCELLED 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 BLD2021-00488 * 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 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. * 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). * 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. * 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. * 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. * 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. * 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:Amber Selby on:01/05/2024 11:42 AM Page 6 of 8 CANCELLED Mason County Mason County - Division of Community Development 615 W. Alder St. imp Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov NEW SINGLE FAMILY RESIDENCE BLD2021-00488 " Adopted IECC/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. 2 Heat pump 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 by 5% 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. 5 Comply with HMP Application acknowledges that the structure is only permitted for a use consistent with the current zoning of the parcel. Front Yard Setback. Twenty-five feet. Side and rear yard setbacks for the residential dwelling are twenty feet, for accessory buildings the setbacks shall be twenty feet. ' On-site Septic System final installation approval required prior to temporary/final occupancy of the residence. Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered. A.) Drainfield/Reserve requires a 1Oft 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. Printed by:Amber Selby on:01/05/2024 11:42 AM Page 7 of 8 CANCELLED 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 BLD2021-00488 * A separate inspection in addition to the inspections required in the IBC, Section 110 shall be required in accordance with the 2018 IBC, Section 1705.12.2 and Section 1707.1. The additional inspection is required when shear wall fastener spacing is required to be 4 inches or less. The shear wall schedule shown on sheet S1 designate wall(s)type W2P with fastener spacing 4 inches or less. The required inspection may be performed by the Mason County Building Department, a WABO certified inspector, certified to inspect lateral connections, the Engineer of record (EOR), or an authorized representative of the (EOR). The special inspectors duties and responsibilities shall be as specified in Chapter 17. When a third party inspector is used to perform the inspection, special inspection reports shall be submitted to the Mason County Building Department, 615 W Alder St, Shelton, WA 98584 and also available on site for review by the Building Official. Inspection reports shall be completed and submitted to the Mason County Building Department in a timely manner and shall be submitted prior to the framing inspection of said project. 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. 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 any o er state/local regulating construction or the performance of construction. Issued By: Contractor or Authorized Agent: �� Date: Printed by:Amber Selby on:01/05/2024 11:42 AM Page 8 of 8 *IMPORTANT NOTICE All setbacks are measured from the furthest THIS IS NOTA SURVEY THE INFORMATION AND LOCATIONS SHOWN HEREIN ARE DERIVED FROM PUBLIC RECORDS,OWNER STATEMENTS, I 2PARTY WELL 50'RADIUS projection of the building. AND FIELD OBSERVATIONS. NOW WARRANTY IS EXPRESSED OR IMPLIED AS TO ACCURACY. WE RECOMMEND THAT WHEN QUESTIONS EXIST, THE OWNER OBTAIN THE SERVICES OFA LICENSED PROFESSIONAL LAND I ADV2021-00227- Side Setback 5' MIN SURVEYOR PRIOR TO CONSTRUCTION OR RELIANCE ON THIS INFORMATION. I THIS INFORMATION IS ONLY INTENDED FOR THE PURPOSES OF SEPTIC / SYSTEM CONSTRUCTION AND AS-BUILT LOCATING. 360.16' _ 1\ I ~ T T SFIARFL6GTZn — — — _ _ _ _ _ — RESERVE DRAINFIELD �_ —` o•- ` — -- DRIP IRRIGATION WITH A PRETREATMENT DEVICE W pq w �� — — —5'BU/LDJNG SE BACK _ _ _ MEETING TREATMENT LEVEL'8' 750LF OF ` — — — — -- � NETAFIM 08WRAM.4-12 1/2"DRIP LINE 2'O/C Kr iTi T7/1 i i i i i i i i MOO ALARM/ itr I i 1,125 SQ LF ABSORPTION AREA N iiiiiiiiAiiiii �1 CON OLHERE 2 R/VE��Y �l z . 0 0 1 Imo mo CANCELLED _ oV CD pc �I I IQ) p s % %M 1�n `� `� m o' I PRIMARY DRAINFIELD n7 I 1 PUMP TO GRAVITY DISTRIBUTION WITH ; o� �� ` wb 750LF 9"GRAVEL TRENCHES 7'O/C N -" �� I �� p� 36"WIDE TRENCHES 1,000 SO FT m m �\ o`� y`� 5' ABSORPTION AREA 1 c� c� U ti RR5 �oning DATE: 12114123 Front Ward S tback. 26. �\ — ` —'2o'B(/ILDING SETBACK — a Side & Rear, and Setbacks. Residential dwelling \ `� \ �� — —I m and accessory Mcta srs 29.- . � 360.16'\`� ``� \`� \`� `� 19 OR 10% width of lot if not more than 100 wide �\ �` a,F OR approved ADV N N � 23013594 ��, Must comply with the approved HMP Q JU_- STIN W._COOPER__ EH Setbacks EH APPROVED (MEP2021-00013) I N D DESI A.) Drainfield/Reserve requires 10'setback from footing/foundations Rhonda Thompson 12/15/2023 EXPIRES 06/24/2024 B.)Septic tank(s)requires 5'setback from all footing/foundations TANK NOTES: C.)No foundation/Perimeter Drains within 30ft,downgradient of Drainfield/Reserve area (TO BE SET ONCE FOUNDATION IS POURED) SEPTIC SYSTEM DESIGN SCALE : 1 " = 3 0' D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within 50ft,down gradient of Drainfield/Reserve area 1. 1509 GALLON INFILTRATOR/M-1530 OWNER: DAVID MUSSELMAN TWO COMPARTMENT SEPTIC TANK 0 5 30 60 CONTACT: 360-229-3118 00-12"DARK BROWN LOAMY FINE SAND 12-24"ROOTED BROWN LOAMY FINE SAND WITH SCATTERED GRAVEL 2. 1509 GALLON INFILTRATOR IM-1530 SITE ADDRESS: 3263 ST ROUTE 302 B 24-44"GRAVELLY LOAMY BROWN MEDIUM SAND SINGLE COMPARTMENT PUMP TANK PARCEL NO: 12216-75-90032 ROOTS COMMON TO 35" SL3:TYPE 4/0.6 GAL/FT2 DAY Digitally 3. 75LF 2"SCH40 PVC SUBDIVISION: N/A 00-10"DARK BROWN LOAMY FINE SAND signed LOT NO: 2 10-37"ROOTED BROWN LOAMY FINE SAND WITH SCATTERED GRAVEL Scott Rued 37-45"LOAMY BROWN LOAMY FINE SAND y by PAGE 1 OF 1 ROOTS TO 36" Scott SL4:TYPE 4/0.6 GAL/FT2 DAY Ruedy 12/15/2 023 ONESCOo Op §NC 00-10"DARK BROWN LOAMY FINE SAND 12201 OSPREY DR NW 10-52"ROOTED BROWN LOAMY FINE SAND WITH TRACES OF GRAVEL AND SCATTERED COBBLE APPROVED GIG HARBOR, WA 98332 ROOTS COMMON TO40' MASON COUNTY D1/CD/P�LANNING 253-376-0479 coopjustin@gmail.com S007T IzUET VAMP III ASSESSMENTS- -SEPTIC SYSTEM DESIGNS- •SOILANALYSIS- M C H D APPROVAL Traverse PC