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Home My WebLink AboutBLD2021-01455 Final Foundation Repair - BLD Permit / Conditions - 3/14/2022 Mason County i Mason County - Division of Community Development 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us B DD2021-01455 REPAIR - RESIDENTIAL PROJECT DESCRIPTION: FOUNDATION REPAIR ISSUED: 12/08/2021 SITE ADDRESS: 90 E SHERWOOD RD ALLYN EXPIRES: 06/06/2022 PARCEL: 122305000018 APPLICANT: NOYES ROBERT D&BEVERLY L OWNER: NOYES ROBERT D& BEVERLY L PO BOX 51 PO BOX 51 ALLYN,WA98524 ALLYN,WA98524 360-801-0346 CONTACT: MATVEY FOUNDATION REPAIR INC 1912 S 146TH SEATTLE,WA98168 1.206.660.7971 GENERAL CONTRACTOR'S LICENSE: MATVEY FOUNDATION REPAIR INC License: MATVEFR837K5 1912 S 146TH Expires: 06/15/2023 SEATTLE,WA98168 1.206.660.7971 VALUATIONS: FEES: Paid Due Project Valuation (BID, 34122.45 $34,122.45 State Fee-Residential $6.50 $0.00 ESTIMATION..) Planning Review Fee $240.00 $0.00 Building Permit Fee $530.36 $0.00 Plan Check Fee $344.73 $0.00 Technology Surcharge $17.50 $0.00 Total: $34,122.45 Totals : $1,139.09 $0.00 REQUIRED INSPECTIONS 3rd Party Inspection Report BLD-Final Inspection CONDITIONS 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. Printed by:Genie Mcfarland on:12/08/2021 01:08 PM Page 1 of 4 { Mason County Mason County - Division of Community Development 615 W.Alder St. Bldg.8 Shelton,WA 98584 360-427-9670 ext 352 www.co.mason.wa.us REPAIR - RESIDENTIAL BLD2021-01455 * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. * All 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 property lines shall be clearly identified at the time of foundation inspection. * 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. * 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 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. * 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 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. * 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. * 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. * 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. * 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. Printed by:Genie Mcfarland on:12/08/2021 01:08 PM Page 2 of 4 Mason County Mason County - Division of Community Development 615 W.Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us REPAIR - RESIDENTIAL BLD2O21-01455 * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * 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. * 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. * 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. * No expansion of the footprint is permitted. * 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:Genie Mcfarland on:12/08/2021 01:08 PM Page 3 of 4 Mason County Mason County - Division of Community Development 615 W.Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us REPAIR - RESIDENTIAL BLD2021-01455 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. The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report.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 and may require special inspection by same. Structures and/or land modifications (grading, cuts, fills, etc.) required in the geotechnical report, may require a separate permit. The geotechnical report shall remain attached to the approved building plans. 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: u-.,, Contractor or Authoriz Agent: Date: /Z/5?/2/ Printed by:Genie Mcfarland on:12/08/2021 01:08 PM Page 4 of 4 MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584 COMMUNITY SERVICES SHELTON:360-427-9670,EXT 352 BELFAIR:360-275-4467,EXT 352 ®uilding,Planning,linvlronmental Health,CommunityHealth 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 BLD2021-01455 Date Issued 12/08/2021 Issued By Project Foundation Repair Site Address 90 E Sherwood Rd Applicant NOYES ROBERT D&BEVERLY L Contractor MATVEY FOUNDATION REPAIR INC Contractor Phone 1.206.660.7971 Primary Code 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 Building Official: Community Services Designee Department Concrete Setbacks Slab Footing Perimeter Point load Footing Footing Interior Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab Ceiling Floor Vaulted Ceiling Walls . Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other Field Property Review Sheet Sc? 2 `° � I�IIIIIIIIIIIIIIIIIIIIIIII�II�II�INI� IIICIII�II�IIIIIIIIIIII�II 12230-50-00018 / 2022 * 3 0 0 0 0 + 4 0 9 9 3 1 4 Parcel Information Parcel Number: 22230-50-00018 DOR Code: 11 -Residential-Single Family Situs: 90 E SHERWOOD RD ALLYN Map Number: Neighborhood: N4 Allyn area Total Acres: 1.93000 Legal: SHERWOOD PARK DIV 1 LOT:18 Ownership Current: NOYES,ROBERT D&BEVERLY L Address: PO BOX 51 City,State,Zip: ALLYN WA 985240051 Sales History Date Qualification Grantee Sale Price Permit History Permit Number D escn f on Estimated Value 'Review Status Last Inspected By Inspected Inspection Type Review User RDate 05/11/2021 Parcel Comments Date IComment 1/1/2010 SEWER CONNECTED 8/01 47.0' 12 0' Fint Floor 24.Or 1457 sf Ei � b b Garage B 120 576 s! 6.9 b orohj 24 0' {36sf1 6' Land - Land ValuedLand Land Code Unit Type Units Land Shape Width Depth Frontage A5 N4 Acres 1.93 0.00 DescriptionInfluence Type Influence Sewer-1 0.00 Sewer-1 0.00 Sloping-1 0.00 Sloping-1 0.00 Clear-1 0.00 Clear-1 0.00 Well-1 0.00 Well-1 0.00 Road-1 0.00 Road-1 0.00 UPDATEEconomic Adjustment-A5 N4(ALLYN) • • 2022 Valued Description New Const Type Value Resultin Amount A5 N4(ALLYN)UPDATE FOR 2022 0.00 % 16% 5,761.97 Single Family Residence -Building 1 + Field Property Review Sheet 12230-50-00018 /2022 Single-family Residence Valued Marshal And Swift -Single Family Residence-One Story Total Area: Year Built: Remodel Yr: Quality: Condition: Eff Age: Phys Depr: Func Depr: 1,457 1968 1976 2.0 Fair 2.0 Fair 32 47% Components Building Data Code Description Units Percent Phys 103 Frame,Plywood 0.00 100% 47% Architecture 208 Composition Shingle 0.00 100% 47% Bedrooms 3 304 Electric Baseboard 0.00 100% 47% Bathrooms 1 402 Automatic Floor Cover Allowance 0.00 100% 47% Total Rooms 516 Range Hood and Fan(#) 1.00 47% Foundation Concrete Block 601 Plumbing Fixtures(#) 6.00 47% Garage Stalls 622 Raised Subfloor(%or SF) 0.00 100% 47% 641 Single 1-Story Fireplace(#) 1.00 47% 706 Detached Garage(SF) 144.00 47% 711 Built-in Garage(SF) 576.00 47% 904 Slab Porch(SF)with Roof 144.00 47% 907 Enclosed Porch(SF),Screened Walls 36.00 47% 1617 Paving,Asphalt w/Base(SF) 2,000.00 47% 1618 Paving,Concrete w/Base(SF) 145.00 47% UPDATEs' 2022 Description New Const Type Value Resulting Amount A5 N4(ALLYN)UPDATE FOR 2022 0.00 % 66% 72,702.01 Market Adjustment-Area 5 Imp Strat Yplue Description New Const Type Value Resulting Amount Area 5 linp Strzit 0.00 % 10% 10,959.00 Site Im rovements Valued .1 Lump Sum -Community Water Description New Const Type Value Resulting Amount Community Water 0.00 +/- 2,500.00 2,500.00 Description New Const Type Value Resulting Amount Community Sewer 0.00 +/- 4,250.00 4,250.00 Association Links Associated Items Link Type Link To Description There are no Association Links to show. DocuSign Envelope ID:9C1357AF-4EF7-47E4-9E06-A312F6F14416 RECEIVED e SEP 2 4 2021 MATVEY 615 W. Alder Streal FOUNDATION REPAIR i Prepared for: Robert Noyes 90 E Sherwood Rd Allyn, WA 98524 United States (360) 801-0346 1 bntweekerbuster@gmail.com yy� h S Bid#: 00026214 Evaluated on: June 16, 2021 Evaluated By: Josh Gray 907-529-1171 1 joshg@gomatvey.com 18915 16th Ave South SeaTac, WA 98188 Office 253-327-1650 r � DocuSign Envelope ID:9C1357AF-4EF7-47E4-9E06-A312F6F14416 Bid and Scope of Work For the applicable time periods indicated below,this Warranty is transferable at no charge to future owners of the structure on which the work specified in this Contract is completed.This Warranty is in effect if the job specified in this Contract is completed and paid in full and, alternatively,is null and void if full payment is not received.Contractor does not warrant products not mentioned below,but some of such products may be covered by a manufacturer's warranty.All material used is warranted to be as specified in this Contract.All work will be completed in a workmanlike manner according to the standard practices of the industry. Bid Items Name Qty/Ft/Lbs Remove and replace 4 square feet of concrete(up to 6"thick)for pier installation 12.00 Estimated Sales Tax 31,305.00 Set up,Mobilization,Steel Surcharge needed for every project 1.00 Long Distance Mobility 1.00 Permit administration and site map cost 1.00 Additional Carbon Fiber beyond 3' 15.00 Installation of SafeBase Push Pier assembly consisting of Bracket Assembly,Starter,and push pins. 12.00 Poly Concrete Lifting 750.00 Payment Terms Down Payment:50% Bid Acceptance Down Payment:$17,061.23 Project Completion:$17,061.23 Total:$34,122.45 Financing Options are available.Ask your sales consultant for more details. If you would like to approve your bid electronically,slick here. If the above link is not working,please copy and paste this link into your browser: https:llbidreview.secure.force.coml?id=OQ02E000004Jt UxSAK DocuSign Envelope ID:9C1357AF-4EF7-47E4-9E06-A312F6F14416 Lift addition to as UoSc 10 original height as possible with 12 push poom. Void MOM garage slab pith poy.Lift and rvtato stagy and sidewalk with poty. Not to Scale Carbon Fpgr the 2 c achy Design Tech in the retaining wall and Joshua Gray on the home marked on dr"Ang 907-529-1171 Product list (12)3•Push Pars ISLIP Carbon Fiber CorKrgw Remove tnd Roplioa -0. •t.3 U ar .13 Josh Gray June 16, 2021 DocuSign Envelope ID:9C1 357AF-4EF7-47E4-9E06-A312F6F1 4416 Foundation Piers Contractor warrants that the foundation piers will stabilize the affected area(s) against further settlement for 75 years from the date of installation, or else Contractor will provide the labor and materials, at no cost to Customer, to correct the problem with the foundation piers. Contractor does not warrant to lift, to close cracks, to render doors and windows operational, or to move walls back to their original position, but will do its best to achieve positive results in this regard. Customer should be aware that damage can occur to the structure during a lift operation and that Contractor is not responsible for such damages. Foundation piers provide vertical support only and cannot be expected to provide lateral support. If lateral movement occurs, additional work may be needed at an additional cost. PollyFoam Lifting Contractor does not represent that PolyFoam Lifting will lift the Customer's slab to meet any criteria of levelness, but instead that it will lift the slab as much as practical. For concrete slabs stabilized and/or raised with PolyFoam Lifting. Contractor warrants that the area where the slab of concrete was stabilized or lifted will not settle more than '/4 inch for a period of 25 years from the date of installation. If it does, Contractor will provide the labor and materials to re-level the area at no additional charge to Customer. This Warranty excludes patching or caulking between slabs. This Warranty is void if Customer does not maintain grade around slabs and seal joints between slabs. Contract Agreement AGREEMENT BETWEEN: Matvey(hereinafter referred to as Matvey)and Robert Noyes(hereinafter referred to as Client)(the"Contract') If the foundation (including foundation walls,footings and/or concrete slab) is found to be in too poor of condition to safely complete the contracted work, additional work and associated costs will be required. Any alteration in scope and/or cost will only be made after a consultation and approval between Matvey Foundation Repair and Customer. While Matvey Foundation Repair Foundation Systems will do its best to evaluate the condition of the foundation concrete prior to work commencing, Matvey Foundation Repair is not responsible for any damage that occurs as the result of failing foundation concrete. Completing the work in this Proposal at the time scheduled is contingent upon accidents or delays beyond our control. This Proposal is based primarily on the Customer's description of the problem and Matvey Foundation Repair's inspection of the home, but limited to visible and accessible areas of the home. This Proposal may be withdrawn if not accepted by the Customer within 45 days. Acceptance of Contract- I am/We are aware of and agree to the contents of this proposal, and the attached Job Detail sheet(s), and the attached Limited Warranty, (together, the "Contract"). You are authorized to do the work as specified in the Contract. I/we will make the payment set forth in this Contract at the time it is due. I/we will pay your service charge of 1 and 1/3% per month (16% per annum) if my/our account is 30 days or more past due, plus your attorney's fees and costs to collect and enforce this Contract. *`Tax rate will be adjusted if necessary on final invoice" " A 1% Credit Card Fee will be applied to all credit card charges"" Exclusions—THIS WARRANTY DOES NOT COVER, CONTRACTOR SPECIFICALLY DISCLAIMS LIABILITY FOR, AND CUSTOMER HOLDS CONTRACTOR HARMLESS FROM: 1) exterior waterproofing; 2) plumbing damage; 3) Customer-caused damage; 4)dust from installation; 5)damage to real or personal property such as walls, countertop, or floor coverings, framing, sheetrock, exterior materials, cabinets, appliances, and so on, including any damage alleged to have been done by the Contractor's use of heavy equipment necessary to complete the job; 6)any injury or damage caused by mold to property or person; 7)failure or delay in performance or damage caused by acts of God (flood, fire, storm, methane gas, etc.), acts of civil or military authority, or any cause outside Contractor's control; 8) damage from a lifting operation; 9) basement water seepage; and 10) damage from heave, lateral movements/forces of hillside creep, land sliding, or slumping of fill soils. DocuSign Envelope ID:9C1357AF-4EF7-47E4-9E06-A312F6F14416 Items For Which Customer Is Responsible—Customer shall: 1)make full payment to the crew leader upon completion of work; 2)prepare the work area for installation; 3) be responsible for any finish carpentry, painting, paneling, landscaping, etc. that may be necessary after Contractor's work is finished; 4) mark private lines (satellite, propane, sprinkler, etc.)5) maintain positive drainage away from the repaired wall(s); 6)keep gutters clean and in good working order; 7)direct downspouts a sufficient distance away from the repaired wall(s); 8) maintain proper expansion joints in concrete slabs that are adjacent to the repaired wall(s); and 9)any items mentioned in this Contract under"Customer Will"or"Additional Notes." PLEASE NOTE, ANY SERVICES OR ITEMS NOT WRITTEN INTO THIS AGREEMENT WILL NOT BE INCLUDED OR PERFORMED. All electrical work to be done by others. Remove all job related debris. The process of installation requires the preparation of site and the supply and installation of products described above with all ancillary hardware. The Company shall not be responsible for the moving of any gas, electrical, wiring, plumbing, or telephone installations. You shall at your own cost, make suitable arrangements for such work prior to the time the Company begins work and shall acquire any permits necessary for the Company to perform the work provided herein. You agree to pay cash according to the terms shown below or, if your credit is approved, to sign a note whether or not provided by us for payment of the amount due. You also agree to sign a completion certificate upon completion of the work. If you fail to pay according to the terms below and have not signed a note the entire unpaid amount becomes immediately due and you must pay a collection cost equal to our actual costs of collection, up to 15% of the total amount you owe plus attorney's fees and court costs. In addition, you understand that by failing to pay according to the terms below, the Company may have a claim against you which may be enforced against your property in accordance with the applicable lien laws. Unless otherwise specified it is understood that you are ready for this work to begin. If you refuse to permit the Company or their representatives to proceed with the work herein, or in the event of any other breach of this agreement, for any reason whatsoever, shall cause you to pay to the Company a sum of money equal to 75% (Seventy-Five Percent)of the price agreed to be paid, as fixed, liquidated and ascertained damages, and not as a penalty without further proof of loss or damage. For Credit Card Payments, balance due will automatically be charged upon lighting of display. For checks or cash, Balance will be collected by crew foreman. Finance Charges will be assessed on all balances over 30 days in accordance with applicable law. You, the buyer may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. This sale is subject to the provisions of the Home Solicitation Sales Act and the Home Improvement Act. This instrument is not negotiable. Department of Labor and Industries Construction Compliance DISCLOSURE STATEMENT NOTICE TO CUSTOMER This contractor is registered with the state of Washington, registration no.CC MATVEC1991CB, and has posted with the state a bond or deposit of$12,000.00 for the purpose of satisfying claims against the contractor for breach of contract including negligent or improper work in the conduct of the contractor's business. The expiration date of this contractor's registration is 9-18-2021. THIS BOND OR DEPOSIT MIGHT NOT BE SUFFICIENT TO COVER A CLAIM THAT MIGHT ARISE FROM THE WORK DONE UNDER YOUR CONTRACT. This bond or deposit is not for your exclusive use because it covers all work performed by this contractor. The bond or deposit is intended to pay valid claims up to $12,000.00 that you and other customers, suppliers, subcontractors, or taxing authorities may have. FOR GREATER PROTECTION YOU MAY WITHHOLD A PERCENTAGE OF YOUR CONTRACT. DocuSign Envelope ID:9C1357AF-4EF7-47E4-9E06-A312F6F14416 You may withhold a contractually defined percentage of your construction contract as retainage for a stated period of time to provide protection to you and help ensure that your project will be completed as required by your contract. YOUR PROPERTY MAY BE LIENED. If a supplier of materials used in your construction project or an employee or subcontractor of your contractor or subcontractors is not paid, your property may be lien to force payment and you could pay twice for the same work. FOR ADDITIONAL PROTECTION YOU MAY REQUEST THE CONTRACTOR TO PROVIDE YOU WITH ORIGINAL "LIEN RELEASE" DOCUMENTS FROM EACH SUPPLIER OR SUBCONTRACTOR AT YOUR PROJECT. The contractor is required to provide you with further information about lien release document if you request it. General information is also available from the state Department of Labor and Industries. I have received a copy of this disclosure statement. DoeuSlgned by: Signature of Customer: \s2\ r !� S The contractor must retain a signed copy of the disclosure statement in his or her files for a minimum of three years, and produce a signed or electronic signature copy of the disclosure statement to the department upon request. F625-030-000 model disclosure statement notice to customer 09-2007 Reference Bid Number:00026214 Please sign and return this contract with deposit within 7 days. Mail: 18915 16th Ave South SeaTac,WA 98188 Phone:253-327-1650 Docuftned by: �'O�U t,S 6/16/2021 Client Signature: Date: SEA' 2 4 2021 615 W. Aia&r �SiZ� W GROSS SITE 84,070 SQ, FT. (1.93 ACRE) SITE ADDRESS: 90 E SHERWOOD RD PROPERTY OWNER: ROBERT NO , A EXISTING RESIDENCE 1,037 SQ, FT. ALLYN, WA 98524 PHONE: (360) 801-0346 Z —t�t EXISTING GARAGE: 671 SQ. FT. EXISTING COVERED PORCH: 36 SQ, FT. PARCEL #: 12230-50-00018 EMAIL: bntweekerbuster@gmoil.co EXISTING COVERED PATI❑: 150 SO. FT. LEGAL DESCRIPTION: SHERWOOD PARK DIV 1 LOT: 18 11:J3w-E�)-CC017 GROSS BUILDING: 1,894 SO. FT CONTRACTOR: MATVEY FOUNDATION REPAIR OF SITE; 2% SCOPE OF WORK: FOUNDATION REPAIR AT SINGLE 1912 S 146th ST, SEATAC, WA 98168 z Q FAMILY RESIDENCE (NO CHANGE TO FOOTPRINT) PLANNING W I—i W (� J h H F '� T N>ING • - ------ . -7 i ----_- _- -'-----------_-: - yLL SEI BACKS ARE MEASURED N FROM THE FURTHEST � FROIECTIO J /� �`•. ;' N OF THE BUILUiNG I 00 ------—-- — z--•-----•----— —--.; O j I ' g�. OOf af Q i ( / i �/ �•� w m cn z ! 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SHEET; C UBJET TO APPROVAL \\�• � f-1 O NORTH MASON COUNTY COMMUNITY SERVICES Permit Nol� - 14S5 PERMIT ASSISTANCE CENTER: ,.� � BUILDING•PLANNING•PUBLIC HEALTH• r'.11�R^ -_ `) 'yam" 615 W.Alder Street,Shelton,WA4 Phone Shelton:(360)427-9670ent 352•Fax.,(360)427jjy$�hsp Belfair.(360)275-4467•Phone Elma:(360)482 L BUILDING PERMIT IWCW- et PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Robert Noyes NAME: Matvey Foundation Repair MAILING ADDRESS:PO Box 51 MAILING ADDRESS: 1891516th Ave S CITY:Allyn STATE:WA ZIP:98524 CITY:Seatac STATE: wA ZIP: 98188 PHONE#1:360-801-0346 PHONE: 253-327-1650 CELL: 206-660-79 11 PHONE#2: EMAIL:permits@gomatvey.com EMAIL:bntweekerbuster@gmail.com L&I REG# Matvefr837k5 EXP. 06/15/ 22 PRIMARY CONTACT- OWNER❑ CONTRACTOR X❑ OTHER❑ NAME Ayden Wagner EMAIL Permits@gomatvey.com MAILING ADDRESS 1891516th Aye S CITY Seatac STATE WA ZIP 98188 PHONE 253-327-1650 CELL 206-660-7971 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 12230-50-00018 ZONING RR5 LEGAL DESCRIPTION(Abbreviated) SHERWOOD PARK DIV 1 LOT:18 FIRE DISTRICT SITE ADDRESS 90 E Sherwood Rd CITY Allyn DIRECTIONS TO SITE ADDRESS Go north on WA-3 for 16 miles,turn left onto E Sherwood Creek Rd.turn left onto E Sherwood Rd,the property is the second house on the right. IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NOR IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Checkan that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALTERATION❑ REPAIR❑ OTHER V Foundation Repair USE OF STRUCTURE(Residence Garage.Commercial Bldg,Etc..)Single Family Residence IS USE: PRIMARY SEASONAL❑ NUMBER OF BEDROOMS 3 NUMBER OF BATHROOMS 1 HEATED STRUCTURE? YES(whole Bldg)❑ YES(Part[sl of Bldg)❑ NO❑ DESCRIBE WORK Underoinning of existing single family residence to stabilize foundation.No additions or change in footprint. SQUARE FOOTAGE: (propose+existing) NO CHANGE 1ST FLOOR 1457 sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft BASEMENT sq.ft DECK sq.ft COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft GARAGE 576 sq.ft. Attached Detached❑ CARPORT sq.fL Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWERX / NEW❑ EXISTINGX PLUMBING IN STRUCTURE? YES❑ NO❑ If yes,attach completed Water Adequacy Form PERM ETER/FOUNDATION DRAINS PROPOSED? YES❑ NO❑ EXISTING SQ.FT. EXISTING BEDROOMS 3 PROPOSED BEDROOMS 0 TOTAL BEDROOMS 3 OWNER acknowledges that 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 and 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 legal representative,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 ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X�ob2�t�roy�t 09-23-2021 Signature of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH THESE FLANS MUST BE ON THE JOBS SITE FOUR INSPECTION MASON COUNTY COMMUNITY SERVICES MEN BLD2021-01455 Noyes Foundation Repair 90 E Sherwood Rd, Allyn, WA 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 Inspection/Testing Agency for items listed on this form. 6. Special Inspectors shall provide detailed reports on company letterhead to the Building Inspector of all required inspection activities. These may also be provided when the inspector visits the jobsite for the scheduled inspection but must be completed before the subject of inspection is approved by the building inspector. 7. Copies of all ongoing laboratory and testing reports shall be sent directly to the Building Inspector by the Inspection/Testing Agency or other responsible party within a reasonable time to test results. 8. BEFORE A CERTIFICATE OF OCCUPANCY APPROVAL CAN BE ISSUED: The Inspection/Testing Agency shall submit a FINAL REPORT LETTER stating that all items requiring testing and inspection have been fulfilled and reported and a final inspection report shall be provided. A copy of the statement is to be maintained at the jobsite for the Building Inspectors review prior to final inspections. Page 1 of 4 • afr } MASON COUNTY COMMUNITY SFRVIC&S Required Special Inspections International Building Code; Chapter 17: A completed and signed copy of pages 1 through 4 of this form shall be submitted to the "Permit Center" prior to building permit approval. Engineer shall check the applicable items: ❑ Special inspection of fabricated items 1704.2.5 ❑ Submittals to the building official 1704.5 ❑ Structures over 75' in height located in Seismic Design Category D, 1704.6.1 ❑ Structures classified as Risk Category III or IV located in Seismic Design Category D, 1704.6.1 ❑ Steel construction & structural Steel 1705.2.1 ❑ Cold form steel deck 1705.2.2 ❑ Open-web steel joists & girders 1705.2.3 ❑ Cold form steel trusses spanning 60 feet or greater 1705.2.4 ❑ Concrete construction 1705.3 & Table 1705.3 ❑ Shotcrete 1705.3 ❑ Welding of reinforcing bars 1705.3.1 ❑ Material Tests 1705.3.2 ❑ Masonry Construction 1705.4 ❑ Empirically designed masonry, glass unit& masonry in Risk Category IV 1705.4.1 ❑ Vertical masonry foundation elements 1705.4.2 ❑ Wood construction 1705.5 ❑ High Load Diaphragms 1705.5.1 ❑ Metal-plate connected wood trusses spanning 60 feet or greater 1705.5.2 ❑ Soils 1705.6 & Table 1705.6 X Driven deep foundations 1705.7 & Table 1705.7 ❑ Cast in-place deep foundations 1705.8 & Table 1705.8 ❑ Helical pile foundations 1705.9 ❑ Fabricated items 1705.10 Page 3 of 4 Noyes Special Inspections Final Audit Report 2021-11-10 Created: 2021-09-27 By: Permit Manager(permits@gomatvey.com) Status: Signed Transaction ID: CBJCHBCAABAAIzFWjRn_gVA39OrAAoaDeBINDV1590Tr "Noyes Special Inspections Agreement" History Document created by Permit Manager(permits@gomatvey.com) 2021-09-27-6:12:06 PM GMT-IP address:50.212.213.105 Document emailed to robert noyes (bntweekerbuster@gmail.com)for signature 2021-09-27-6:13:14 PM GMT Email viewed by robert noyes (bntweekerbuster@gmail.com) 2021-11-10-2:07:17 AM GMT-IP address:66.249.88.144 robert noyes (bntweekerbuster@gmail.com) has explicitly agreed to the terms of use and to do business electronically with Permit Manager(permits@gomatvey.com) 2021-11-10-2:09:37 AM GMT-IP address:94.198.42.202 Document e-signed by robert noyes (bntweekerbuster@gmail.com) Signature Date:2021-11-10-2:09:37 AM GMT-Time Source:server-IP address:94.198.42.202 Agreement completed. 2021-11-10-2:09:37 AM GMT Adobe Sign