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Home My WebLink AboutBLD2023-00298 Cancelled Raise Repair House - BLD Inspections - 4/16/2024 615 W.Alder St. Bldg 8,SHELTON,WA 98584 MASON COUNTY I COMMUNITY SERVICES SHELTON: 360-427-9670, EXT 352 ; BELFAIR: 360-275-4467, EXT 352 Building,Planning,Environmental 14eelth Community HeAdi 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.php Permit Number BLD2023-00298 Date Issued 04/13/2023 Issued By Project RAISE EXISTING HOUSE 3'-FF V ABOVE BFE Site Address 11831 E State Route 106 Applicant HILLS JASON ROBERT& KATEY CHRISTINE Contractor INTEGRATED NW CONSTRUCTION Contractor Phone 206.310.4239 Primary Code 2018 UPC IBC, IRC,IFC, IEC, IMC,& Type Permit Type REPAIR-RESIDENTIAL 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 zo 3 Footing Perimeter Point load Footing Footing Interior PLC Footing Decks/Porches Foundation Stem Walls 2 7-IQ)3gkA Other «rye 'n - Rough-In Groundwork Plumbing Framing I UP Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab 4 zo & Ceiling Floor Vaulted Ceiling Walls Vapor Barrier y Lo /L 3 Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other C-wA,0wt = Ero�y &—A serfs is Sl-.b &rtr'�'r►s /z3 a " A* T s�-- C.Q'.J'd9- ' Ass - �'t " 3 9CD �°�� — Cap y-L•;�'A ., ,. 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 E 3-00298 REPAIR - RESIDENTIALDESCRIPTION: RAISE EXISTING HOUSE 3' - FF VABOVE ISSUED: 04/13/20123 ESS: 11831 E STATE ROUTE 106 UNION EXPIRES: 10/10/2023 PARCEL: 222302190030 APPLICANT: HILLS JASON ROBERT&KATEY CHRISTINE OWNER: HILLS JASON ROBERT&KATEY CHRISTINE 10814 NE 190TH PL 10814 NE 190TH PL BOTHELL, WA98011 BOTHELL, WA98011 1.206.963.0302 CONTRACTOR: INTEGRATED NW CONSTRUCTION LLC P O BOX 1008 HOODSPORT, WA98548 1.253.888.5314 X1 GENERAL CONTRACTOR'S LICENSE: INTEGRATED NW CONSTRUCTION License: INTEGNC843J1 P 0 BOX 1008 Expires: 04/21/2024 HOODSPORT, WA98548 206.310.4239 VALUATIONS: FEES: Paid Due Project Valuation (BID, 55300.00 $55,300.00 State Fee-Residential $6.50 $0.00 ESTIMATION..) Technology Surcharge $24.64 $0.00 Plan Check Fee $485.30 $0.00 Planning Review Fee $240.00 $0.00 Building Permit Fee $746.62 $0.00 Total: $55,300.00 Totals : $1,503.06 $0.00 REQUIRED INSPECTIONS Setback Inspection Framing Inspection Footing Inspection Rough- Plumbing Inspection Foundation Wall-Pre-Pour Inspection Mechanical Inspection Underfloor Inspection Insulation Inspection BLD-Final Inspection Printed by:Genie Mcfarland on:04/13/2023 03:39 PM Page 1 of 6 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 REPAIR - RESIDENTIAL BLD2023-00298 Shearwall Inspection CONDITIONS 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. 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. 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. " 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. 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. 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. Printed by:Genie Mcfarland on:04/13/2023 03:39 PM Page 2 of 6 L 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 REPAIR - RESIDENTIAL BLD2O23-00298 * 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. * 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. * 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. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * 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. * All property lines shall be clearly identified at the time of foundation inspection. * 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. * 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. * 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. * The foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth shall be observed below grade in undisturbed soils. * 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. * 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. * Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance contact the Mason County Public Works Department prior to construction at Ext 450. Printed by:Genie Mcfariand on:04/13/2023 03:39 PM Page 3 of 6 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 REPAIR - RESIDENTIAL BLD2023-00298 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 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. * 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. * 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. * No expansion of footprint is allowed * In addition to the inspections required in IBC, Section 110, the owner, the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Chapter 17 and as specified by the design professional. The special inspectors duties & responsibilities shall be as specified in Chapter 17. Special inspection reports shall be submitted to the Mason County Building Department, 615 W Alder St, Shelton WA98584 and available for inspection. Inspection reports shall be completed and submitted to the dept. in a timely manner and shall be submitted prior to the framing and final occupancy inspections. SPECIAL INSPECTION REPORTS REQUIRED FOR THE FOLLOWING. -SOIL COMPACTION -EPDXY HOLD-DOWN ANCHORS * ADDITIONAL INSPECTION REQUIRED ON THE FOLLOWING ELEMENTS PRIOR TO MOVING ON TO THE NEXT PHASE. PLEASE CONTACT THE BUILDING DEPARTMENT WITH ANY QUESTIONS. -RIM JOIST/FLOOR FRAMING ATTACHMENT(S) -SHEAR WALL NAILING HAS NOTED ON APPROVED PLANS (3" O.C. NAILING REQUIRED.) -UNDER FLOOR PLUMBING CONNECTIONS -FLOOR INSULATION ADDITIONAL INSPECTIONS MAYBE REQUIRED BASED ON INITIAL FIELD VISIT. Printed by:Genie Mcfarland on:04/13/2023 03:39 PM Page 4 of 6 s 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 REPAIR - RESIDENTIAL BLD2023-00298 BLD2023-00298 Parcel#22230-21-90030 FOUNDATION IN FLOOD HAZARD (A &AE) ZONE WITH A BFE This project is approved construct a dwelling structure with a new foundation system in accordance with the Mason County Flood Damage Ordinance and the 2015 International Residential Code Section R322. The location of the structure is identified as an A Flood Hazard area in accordance with FEMA determination. Minimum construction criteria are as follows: The floor of the structure shall be elevated at least one-foot (1'0") above the Base Flood Elevation (BFE) (BFE=14.00 for this site). The finished floor must be at{15.001 or above. The design professional that prepared the Elevation Certificate must perform an inspection of the foundation and placement prior for pour. The crawlspace shall be provided with at least 2-openings on each side of the enclosed crawl space and be equal to at least 1 sq. inch for each sq. ft. of enclosed area. The openings shall allow for the automatic entry and exit of floodwaters and be placed such that the bottom of each flood vent is not more than 1-foot above the lowest adjacent exterior grade and interior grade. Electrical systems, equipment, heating, ventilation, air conditioning, plumbing appliances and plumbing fixtures, duct systems, and other similar systems shall be located at or above the BFE unless designed to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses. (IRC R322.1.6) All building materials used below the BFE shall be pressure-preservative treated in accordance with AWPA U1 or be naturally resistant to decay. In addition, materials and installation methods used for flooring and interior and exterior walls and walls-coverings sh II co rm to the provisions of FEMA/FIA-TB-2. (IRC R322.1.8) X _ " ALL ELEC'f RICAL WORK MUST BE PERMIT AND APPROVED BY L&I PRIOR TO COVER AND FINAL OCCUPANCY APPROVAL. ELECTRICAL FINAL REQUIRED PRIOR TO FINAL OCCUPANCY. REVISION WILL BE REQUIRED IF A DECK OR STAIRS ARE TO BE INSTALLED. ACCESS TO THE DWELLING MUST COMPLY WITH SECTION R311 OF THE 2018 IRC. PLEASE SUBMIT PLANS FOR REVIEW AND APPROAVL PRIOR TO INSTALLATION. DUE TO THE NATURE OF THIS REPAIR AND REQUEST TO EXPEDITE THIS PERMIT. THE DECK AND/OR STAIRS MAYBE A DEFERED SUBMITTAL. PLEASE CONTACT THE BUILDING DEPARTMENT WITH ANY QUESTIONS. Printed by:Genie Mcfarland on:04/13/2023 03:39 PM Page 5 of 6 Mason County Mason County - Division of Community Development 615 W. Alder St. N`C Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov REPAIR - RESIDENTIAL BLD2023-00298 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: Contractor or Authorized Agent: < �y"`J Date: 3 z3 Printed by:Genie Mcfarland on:04/13/2023 03:39 PM Page 6 of 6 -Special Inspection RequiremWs COMMINM SERVICES BLD2023-00298 Hills - Foundation Project 11831 E SR 106,Union/22230-21-90030 Permit Number Project Title Project Address/Parcel Number Applicants of projects requiring Special Inspection or Testing per Chapter 1704&1705 of the International Building Code, as amended by Washington State. Please acknowledge and return this form to the Mason County Permit Center. THESE INSPECTIONS ARE NOT PERFORMED BY THE BUILDING DEPARTMENT AND MUST BE PERFORMED BY QUALIFIED SPECIAL INSPECTORS, HIRED BY THE OWNER AND APPROVED BY THE COUNTY PERMIT CENTER. Individuals certified in a special inspection category by Washington Association of Building officials(WABO) or individuals employed by a recognized testing laboratory and under the direct supervision of a Registered Professional Engineer are typically considered qualified at the discretion of the local jurisdiction having authority for enforcement. BEFORE A PERMIT CAN BE ISSUED: The Owner or his/her representative, on the advice of the responsible Project Engineer or Architect, shall fill out completely, sign and submit two (2) copies of the attached "Structural Tests and Inspection Schedule" to this Department for review and approval including any requirements related to the Mason County Municipal Code. The Owner, General Contractor, and Inspection/Testing Agency, where applicable, shall also acknowledge the following conditions applicable to Special Inspection and/or Testing. 1. Inspection/Testing Agency shall submit names and qualifications of on-site Special Inspectors to the Building Inspection Permit Center for approval PRIOR TO PERMIT/S BEING ISSUED. 2. All Special Inspections shall be noted on the approved plans or attached approved documents. 3. All special inspections shall be approved by the County or as recommended by the Engineer of Record (EOR). 4. It is the responsibility of the General Contractor to review County approved plans for additional inspection or testing requirements that may be noted or required per IBC as noted on approved plans. 5. The General Contractor is responsible for proper notification to the InspectioniTesting Agency for items listed on this form. 6. Special Inspectors shall provide detailed reports on company letterhead to the Building Inspector of all required inspection activities. These may also be provided when the inspector visits the jobsite for the scheduled inspection but must be completed before the subject of inspection is approved by the building inspector. 7. Copies of all ongoing laboratory and testing reports shall be sent directly to the Building Inspector by the Inspection/Testing Agency or other responsible party within a reasonable time to test results. 8. BEFORE A CERTIFICATE OF OCCUPANCY APPROVAL CAN BE ISSUED: The Inspection/Testing Agency shall submit a FINAL REPORT LETTER stating that all items requiring testing and inspection have been fulfilled and reported and a final inspection report shall be provided. A copy of the statement is to be maintained at the jobsite for the Building Inspectors review prior to final inspections. Page 1 of 4 Special Inspection Requirements MASON COL:.i_ COMMUNTIY SFH V ICI 4 ACKNOWLEDGEMENTS Prior to issuance of a building permit. the Owner, on the advice of the Project Engineer or Architect, shall complete, sign,and submit this form to the County Permit Center. Declaration of Owner I, as the owner of the project,declare that the testing agency firni/s or individual/s listed herein are hired by me to perform "Special Inspections" and/or"Structural Testing" in accordance with the provisions of the International Building code(IBC)Chapter 17. Jason Hills 4/12/23 Owner(print) Owner Signature) (date) Declaration of Registered Professional Architect/Engineer I, as the design professional in responsible charge of the project listed herein, declare that the special inspection listed herein are required for this project in accordance with the provisions of the International Building Code(IBC)Chapter 17. t9-Zv 2 3 Steven P. Morta P.E. Afo was,,, Architect/Engineer(print) ��` Architect/Engineer Stamp/Signature(date) 0- R 30758 p �, ss��IVAL ti�G Morta Engineering and Testing, PLLC Testing Agency Name/Contact 800 E. Wishkah St., Aberdeen, WA 98520 info: (360) 310-0270 e-mail: SMorta@aol.com The Special Inspection/Testing Agency listed above must have a current Portfolio of Qualifications on file with the County prior to performing work. Declaration of the General Contractor I, as the General Contractor of the project, agree to comply with the"Contractor Responsibility" items noted herein. Caralyn Valdeman,General Manager Integrated NW Construction. .I I C� General Contractor(print) eneral Contractor Signature (date) Page 2 of 4 Special Inspection Requirements MASOY ODUA,Y CQMMUNfIY 6ERYKFS Required Special Inspections International Building Code; Chapter 17: A completed and signed copy of pages 1 through 4 of this form shall be submitted to the "Permit Center" prior to building permit approval. Engineer shall check the applicable items: ❑ Special inspection of fabricated items 1704.2.5 ❑ Submittals to the building official 1704.5 ❑ Structures over 75' in height located in Seismic Design Category D, 1704.6.1 ❑ Structures classified as Risk Category III or IV located in Seismic Design Category D, 1704.6.1 ❑ Steel construction& structural Steel 1705.2.1 ❑ Cold form steel deck 1705.2.2 ❑ Open-web steel joists&girders 1705.2.3 ❑ Cold form steel trusses spanning 60 feet or greater 1705.2.4 0 Concrete construction 1705.3 & Table 1705.3 EPDXIED HOLD-DOWN ANCHORS ❑ Shotcrete 1705.3 ❑ Welding of reinforcing bars 1705.3.1 ❑ Material Tests 1705.3.2 ❑ Masonry Construction 1705.4 ❑ Empirically designed masonry, glass unit&masonry in Risk Category IV 1705.4.1 ❑Vertical masonry foundation elements 1705.4.2 0 Wood construction 1705.5 ❑ High Load Diaphragms 1705.5.1 ❑Metal-plate connected wood trusses spanning 60 feet or greater 1705.5.2 0 Soils 1705.6& Table 1705.6 ❑Driven deep foundations 1705.7 &Table 1705.7 ❑ Cast in-place deep foundations 1705.8 &Table 1705.8 ❑ Helical pile foundations 1705.9 0 Fabricated items 1705.10 Page 3 of 4 Special Inspection Requirement MASON COUNn COMmLwrrY SFAVICF5 ❑ Special inspections for wind resistance 1705.11 ❑Structural wood 1705.11.1 ❑ Wind resisting components 1705.11.3 ❑ Cold formed steel light frame 1705.11.2 ❑ Special inspection for seismic resistance 1705.12 ❑ Special inspection for structural steel per 1705.12.1 ❑ Seismic force-resisting systems 1705.12.1.1 ❑ Structural steel elements 1705.12.1.2 ❑ Special inspection for structural wood per 1705.12.2 ❑ Special inspection for cold-formed steel per 1705.12.3 ❑ Designated seismic systems 1705.12.4 ❑ Architectural components 1705.12.5 ❑Plumbing, mechanical& electrical components 1705.12.6 ❑ Storage racks 1705.12.7 ❑ Seismic isolation systems 1705.12.8 ❑ Cold-formed steel special bolted moment frames 1705.12.9 ❑Testing for seismic resistance 1705.13 ❑ Structural steel 1705.13.1 ❑ Seismic fore-resisting systems 1705.13.1.1 ❑ Structural steel elements 1705.13.1.2 ❑Nonstructural components 1705.13.2 ❑ Designated seismic systems 1705.13.3 ❑ Seismic isolation systems 1705.13.4 ❑ Sprayed fire-resistance materials 1705.14 ❑ Physical and visual tests 1705.14.1 ❑ Structural member surface conditions 1705.14.2 (1705.14.3 through 1705.14.6.3) ❑ Mastic& intumescent fire-resistance costings 1705.15 ❑Exterior insulation & finish systems (EIFS) 1705.16 ❑Fire-resistance penetrations and joints 1705.17 ❑ Penetration firestops 1705.17.1 ❑ Fire-resistant joint systems 1705.17.2 ❑ Testing for smoke control 1705.18 ❑ Testing Scope 1705.18.1 Page 4 of 4 IL &-S 2 o23-60298 s, �2 p` ��nsPLc}o, 6 JaSon boom De-4a� Apr.28,2023 Page 1 of 1 MET Engineering, PLLC To: Mason County Building Department 615 W. Alder St. Shelton, WA98584 (360)427-7262 cc: Integrated NW Construction,LLC 60 N I.,ake Cushman Rd, Suite 109 PO Box 1008 Hoodsport,WA 98548 Subject: ENGINEERING LETTER REGARDING THE CHIMNEY FOOTER for the JASON HILL'S Residence at 1.1831 E SR-106, Union,WA 98592 Reference: Epoxy and Subgrade Inspection Letter prepared by MET Engineering PLLC dated April 19,2023. This engineer has designed a footing foundation for the existing chimney which has been raised along with the rest of the residential structure at 1.1831 E SR-106,Union,WA. Also,the subgrade for the chimney footer was also checked by this engineer to verify that it had an allowable soil bearing capacity of at least 1,500 psf. Additional granular material was brought in and compacted into place with a vibratory plate compactor per the reference above. Also,this engineer will inspect the rebar placement prior to the concrete pour to ensure that it has been placed per plan and that the formwork will also be inspected at this time. This footer has been designed to carry the load of the existing chimney. It is to be noted that during the lowering of the existing chimney structure, that the steel I-beams will need to be removed as well that is currently supporting the raised residence aster the structure has been lowered into position. Any questions or comments regarding this engineering letter can be addressed by e-mail at S 11orta'aaot,com,or by calling this engineer directly at(360)310-0270 Respectfully Submitted, oV%%PS�O•Q.� s Steven P. Morta,P.E. P �' 71; 4 Principal io (360)3 0-0270 Fss�U��\t.►'�``~� 1018 E. Wishkah St.,Aberdeen, WA 98520 0,:;(360)289-0958.(360)861-8493 fax,(800)590-0958, SmortaC�aol.com JASON HILLS RESIDENCE: FOUNDATION RETRO-FIT-RAISE FINISHED FLOOR AS SHOWN REBAR CLEARANCE: 11831 E SR-106,Union WA 98592 (Parcel#:22230-21-90030) TYPICAL FOUNDATION CROSS-SECTION AA-AA: 1-117 Q EDGE OF FORMWORK I H000 CANAL SIDE (112" = 1 FOOT) 1"FROM SURFACE OF SLAB n«W.soor si\ Irr SHEATHING.Tyvek. 29-0" (6d rroiWg:3'OO.0ed0ea, 2"FROM EARTH 8'-0" AA g-0' 2x Bottom pate mtad cd 4"O.C.h F e d)wl H9rM-PW k v to 314"ticor"tNng x (to match among). V 4'-0" �T-0" rim board vdearwdrg (TNaNreq'dwitlana•dso STANDARD 8"x 16"AIR VENT ®6"o C.wx3gerc:d Wet•) ar, -- ----------------------------------------- ----- ----------------, Sheath, ,Jcesl FIFEEoEV'I'D+1') I I I 1 I INSUL: 6 TOTAL OF - \ (STAPLED Toe nail rim W 1 5 AIR VENTS I IAA I I I q EDP jdst to sheaLW%Wrthing pale 8 ry y I ,.. I I "I; I Y AMCM OR WXT6 plate ' 3'xJ'x1.5'' �3'x3tx1.5 y •R O.E. VEVOR FLOOD VENT o T — — .�1'.ILOAD — 'I— - — - — • -I _ :Pf:k _ -I— - _ . _ . - 4.5'St.AB(2,500 PSI wl FIBER o �' N ' VEV-R FI 11.Vgd„B' ht x 16 Width x 2"Depth i :. I.�SH.6ilYRMI REtbFrMCE- I MEMITOVER TVVOALTEHiNAT- * I B-B F t I I I e4G LAYERS OF d AL ERNIAT- ' 3'-0"x 8"WDE REQ'D VENT AREA' & q(MOISTURE BARRTSTEMM a FND AREA/150=(21'x29')/150 w �yi'/ 1 TYPICAL I _ I I i � (FIELD VERIFY HT) =4.06SQ.FT. IP l': _1 _ _ _ I_ _ _ J _ slabor;�w 4 py c7 U ; Bottom of 3'x3'x1.5' FINISHEDrn =585 SQ.IN. z g i' t Flopd writ PT.I QAD 1 #5 REBAR: I i ,- °-o; S' EX 1.GRADE S #OF VENTS REQ'D: i/ or�q g (40 KSI) tB o RbI �1 °- M5 veRT REBAR e o 1 Lu R32222 I W O.C. 1 g (R'f Cross- EA.VAY Q 24^O.C.6 d 585!(8x16)=4.6 OR 5 VENTS tong. 12) / s AA-AA) 1 e I ) t s ,<. SHHOIZ rt� / _ - _ -FLOOD VENTS.READ(Po R=Z2 Nab 2:1 qfn baarh 1IgR d�avaaaalaraa) _ I _ _ ` TYPICAL COMPACTED STRUCTURAL (3)>r5 REBAR IN FTG r29'1/I1w)=80950.Fr.x(1/1♦4)=4.23 Sq.FT OF FLOOD VEMTtAREA REr7p I I ! FILL(1,500 PSF)TO BE _ HD-5B: 423 SQFC)I 423sgJL)'1(.6rx1.33•)•4.75.dr INSPECTED BY THIS ENGR. w M—' HOLD D01NN i / I; I I I K and prepare HELD REPORT R S C3(�THREEABEDDED 1E2M w/SET-XP .PT LOAD N b 3 a— b FLOOD J 1� (OR EQUIV) V�NT I I I '1•° I To EN P.Al �• I----------I- I----------i----------I----------I-- ,`��OF WASy7HO+p9 � 3-a' W.O. or~t P 4..i117SN � V �v AA A(. -GI,(1:0, @siX OCA z SS7oNnLr�G Z FIREPLACE ION 2G-Za3 verticataDiiwmata6an v� � •Attach P.T.6 posts to tloor joists SYGINEERINGNOTES. (? >lo, •Flow joists are 2x6 Onginally Z D.C..Add(1) 2x6 between resulting in 24 @ 12"O.C. 1. 2018 INTERNATIONAL RESIDENTIAL CODES(IRC)APPLIES ALONG' D E S C R I P T I O N •Point load marked on drawing WTH APPLICABLE MASON COUNTY BUILDING CODES. 2. THIS ENGINEER TO INSPECT COMPACTED STRUCTURAL FILL PRIOR mallow air to enter and exit the crawlspace.This airflow helps to remove heat and moisture.Fully closes at TO CONCRETE POUR AND PREPARE FIELD REPORT. at approximately 40,opens at 70.The crossflow of air helps protect against foundation problems.Heavy-duty construction, 3• SEISMIC ZONE D1(67%g),VMND SPEED:105 MPH w/3 SEC GUST, Premium bi-metal coil,Honeycomb grill,16 in.x 8 in.rough opening,50 sq.in.of net free area airflow each,Opens and closes 1,500 PSF SOIL BEARING FOR SUBGRADE. (FIELD VERIFY) automatically,Provides a functional way to vent the crawl space of the house.Easy to install,Fights damp rot,mold and 4. FINISHED FLOOR ELEVATION PER BASE FLOOD ELEV.CERTIFICATE mildew,Fights insect and pest infiltration Size:8 In.x 16 In.\nType:Automatic\nNet Free Area:65 Sq.In.\nColor:Black BY LICENSED SURVEYOR. (F/F=BFE+1'=14.0+1.0=15.0 \nMaterial:Plastic\n S. 2,500 PSI CONCRETE COMPRESSIVE STRENGHT VMTH FIBERMESH 0 ' ,v Zoz'i -oo?q8 Apr. 19,2023 Page 1 of 1 MET Engineering, PLLC To: Integrated NW Construction,LLC 60 N Lake Cushman Rd, Suite 109 PO Box 1008 Hoodsport,WA 98548 Subject: ENGINEERING INSPECTION OF EPDXYED REBAR AND SUBGRADE COMPACTION for the JASON HILL'S Residence at 11831 E SR-106,Union, WA 98592 On Tuesday April 18, 2023,this engineer was out at the above site and observed the installation of the epoxyed 45 rebar into the existing concrete stemwall. The holes were drilled down to a depth of 6" at 2' on-center plan, and then cleaned out with a air nozzle using an air compressor and a bottle brush to ensure that the drilled holes were completely cleaned out. Then a 4,000+psi Sika epoxy was then placed into the hole. This engineer then observed the epoxy flowing out of the hole once the#5 rebar was inserted into place indicating that there was a sufficient amount of epoxy placed into each of the holes. This engineer verified that the #5 rebar was installed per approved plans. This engineer used as geotechnical pointed steel probe to determine the compaction of the granular subgrade for the crawlspace slab below the foundation resulting in at least 1,500 pounds per square foot which is sufficient to support the concrete slab under the foundation. It is the conclusion of this engineer that the installation of the epoxyed #5 rebars and the compaction of the foundation slab subgrade were completed per this engineer's design. Respectfully submitted. V.% Steven P. Morta, P.E. A m0 Principal � �° ,W A Sy (360)310-0270 S- 758 S O?YAL ti�G Z-1- 1018 E. Wishkah St.,Aberdeen, WA 98520 (360)289-0958,(360)861-8493 fax, (800) 590-0958, Smorta(&aol.com (D MASON COUNTY 360-427-9670 Shelton ext.352 COMMUNITY SERVICES 36 60-482-52 Belfair ext.352 360-482-5269 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: BLD Zo 23 ^00 2,193 ADDRESS/LOCATION:(18.3( E . S-(s, Gr R,&.4, icy, FINDINGS:8 a•d r."ftj- Q t�.iwt( Ad 4Ar-an it -N .CW"'CzJ C�fo,,4,, - 604 4Ad •M r &WL LeLIe S an p,,yJ-4",s autW -�►,r�r��t 'S��,.ia�ls Mud- R�t..r � en 53r— per xu soa$ COMAAA�.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. Call for re-inspection when corrections are made before proceeding with any further work. M Make corrections,items will be checked on the next inspection. Q OK to a,�,,r Sjk6 Date: t,/f ZGl Z ❑ Please contact our office regarding possible Department: 13L D structural damage incurred by recent Inspector: �� "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12