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HomeMy WebLinkAboutBLD2023-00623 Remodel - BLD Inspections - 7/18/2024 ~ 615 W.Alder St.Bldg 8,SHELTON,WA 98584 - SHELTON:360 427-9670,EXT 35f_K_­_ T_ COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 352 / Building.Planinng,Envlraunental He W4 Community 14ealth 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:lhwww.co.mason.wa.us/community-services/bid-inspection.php Permit Number BLD2023-00623 Date Issued 07/28/2023 Issued By ��) Project OVER 50%REMODEL Site Address 41 N LILLIWAUP PL Applicant KING,DONALD E&KELLY K Contractor TOELLNER CONSTRUCTION Contractor Phone 253.380.2004 Primary Code UPC IBC,IRC,IFC,IEC,IMC,8r Type ADDITION OR REMODEL- Permit Type RESIDENTIAL Occupancy 1 -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. I -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 V J Department 1 Concrete Setbacks Slab aJ Footing Perimeter Point load Footing Footing Interior acrz,.2. Footing Decks/Porches (T NeW Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing /2 -TY 3 -- L 2,J cju� 10 t Underfloor /b /0-7i, ci&w1vve-_,YZq-- Other Insulation Slab Ceiling Floor -7 2 M11 Vaulted Ceiling -Z-Z Walls -z Vapor Barrier '7/Z 124 J_k Other Wallboard Interor Wall Brace Panels Fire Walls Nailing Other Final Building 7// 2-1 ZFE Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other to IT SL.e. A 41- Cu-mow fiYP� ta.,o!rr,,,«wr„1 Fot,3'it I L I 2 l lZ 3 SGs. -11 Z. I Z 4 376\ 1 c�vhP o cc I$0 �' MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 NILCOMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352 Building,Planning,Fire Marshal 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: $LDZaZ3 -0O623 ADDRESS/LOCATION: �- FINDINGS Arjnco iw, (_ S nk.p( d,crm4- Ala&E r en 5�.I-r- a C�LC,t1bS p��or �Yl -�,�. AJO Qtwn3 6 n 5 i L l c.a S.�_ l��L� �trvn i �G n�Qt✓ R�J,..l h" t'IS�L14j M ge►t cam. l D f io&-a J(Q qq'� I n -K-.4. Items listed above must be corrected to lain compliance. XTHIS IS NOT A COMPLETE INSPECTION This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. OK to Date: /b/10 ❑ Please contact our office regarding possible Department: 15 L y structural damage incurred by recent "natural/man made"disasters.This is NOT a Inspector: .�(� CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352 Building,Planning,Fire Marshal 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: 'RL-0 20 23 --Od(o,3 ADDRESS/LOCATION: `� ,�J L;�l t4otd ,q%t k FINDINGS: -4Q T� S USA YM. � OI/l/l liN f�111.LS � i^tom h�V IM Y�//LG ed c rI d c h p to vL Ir , to tanEF Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. ❑ OK to Date: l Z 15-12-S ❑ Please contact our office regarding possible Department: -6L D structural damage incurred by recent "natural/man made"disasters.This is NOT a Inspector: �Q� CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352 Building,Planning,Fire Marshal 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: 1302-023 —00&23 ADDRESS/LOCATION: HI /V• Lam-b U L&td° ip pi F-Jc6d 4)ar�— FINDINGS: I v , A-+4- �Q Q� Gxk r A l)w k,f -I-o &4 ,of e - Slo&aV rc_ tW;11 C*1-4� a� r✓isukai o a 4-I a2 .S A-.-SS►`na cat up BaAIA y-oo► n Trusc �y o\o ok_ Items listed above must be corrected to gain compliance. THIS IS NOT A COMPLETE INSPECTION This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. OK to To;h sy W-r— Uja l l s 0,n 1,4 Date: 1 Z l2 1 /23 ❑ Please contact our office regarding possible Department: 5LD structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 INSPECTION RESULTS Pagel0 ' Department of Community Development MASON COUNTY COMMUNITY SERVICES 615 W Alder St,Shelton,WA 98584 -.1—..,....--..„.-,. (360)427-9670 Application# BLD2023-00623 Appplication ADDITION OR REMODEL-RESIDENTIAL Application# BLD2023-00623 Ty Parcel# 423075000100 Site Address 41 N LILLIWAUP PL HOODSPORT,WA 98548 7-2-24-JO W `�V0' �f!smoke detector on main level is too close to the wall CW-10 please refer to manufacture installation instructions �} must be 4"away from wall and 3'away from fan Z smoke detector on upper level is above ceiling fan please Joshua Quarders BLD-FINAL INSPECTION TEMP-OCC move.must be 3'away from fan and 3'away from bathroom doorway X.No LNI final please correct "Or call for reinspection when corrections are made before -td proceeding with any further work OK to send Photo Of LNI sticker smoke detectors must be reinspected call when ready. GENERAL OBSERVATIONS AWAITING INSPECTION Description _ Status Status Date 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 B DD2023-00623 ADDITION OR REMODEL- RESIDENTIAL PROJECT DESCRIPTION: OVER 50% REMODEL ISSUED: 07/28/2023 SITE ADDRESS: 41 N LILLIWAUP PL HOODSPORT EXPIRES: 01/24/2024 PARCEL: 423075000100 APPLICANT: KING, DONALD E&KELLY K OWNER: KING, DONALD E&KELLY K 1837 N WHITMAN STREET 1837 N WHITMAN STREET TACOMA,WA 98406 TACOMA,WA 98406 CONTACT: Toellner Construction 2205 s 252nd st Des Moines,WA 98198 2533802004 GENERAL CONTRACTOR'S LICENSE: TOELLNER CONSTRUCTION License: TOELLC'8560M 2205 S 252ND ST Expires: 09/19/2023 SEATTLE,WA 98198 253.380.2004 VALUATIONS: FEES: Paid Due R-3 VB Residential, one- 552.00 $91,676.16 Technology Surcharge $37.28 $0.00 and two-family Plumbing Fees $27.00 $0.00 Covered Deck/Carport 208.00 $4,576.00 Plan Check Fee $690.51 $0.00 Plumbing Base Fee $25.00 $0.00 Mechanical Base Fee $30.00 $0.00 State Fee-Residential $6.50 $0.00 Change in Tenant- Minor EH $130.00 $0.00 Plan Review Building Permit Fee $1,062.32 $0.00 Planning Review Fee $240.00 $0.00 Mechanical Fees $29.00 $0.00 Total: $96,252.16 Totals : $2,277.61 $0.00 FIXTURES Printed by:Annie Wilson on:07/28/2023 08:48 AM Page 1 of 7 Mason County Meson Gaurrty -Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov ADDITION OR REMODEL- RESIDENTIAL BLD2023-00623 Qyt Mechanical Fixtures QtC Plumbing Fixtures 1.0000 Spot Vent Fan(s) 1.0000 Bathroom Sink 1.0000 Ductless Heat Pump 1.0000 Number of Showers 1.0000 Number of Toilets I 6l �t REQUIRED INSPECTIONS Setback Inspection Framing Inspection Footing Inspection Rough- Plumbing Inspection Foundation Wall-Pre-Pour Inspection Mechanical Inspection Underfloor Inspection Insulation Inspection Shearwall Inspection BLD-Final Inspection CONDITIONS * Before renovating or remodeling activities in pre-1978 residential buildings or child occupied facilities and to ensure your compliance with applicable Washington lead regulations, contact the WA State Department of Commerce Lead Paint Program at; (360)586-5323 or email Ibpinfo@commerce.wa.gov.Visit www.commerce.wa.gov/lead for further information. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. * By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your "Approved Site Plan"to ensure these structures meet the setback conditions listed. * 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. * Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28 and 14.17. * All 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. * 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. Printed by:Annie Wilson on:07/28/2023 08:48 AM Page 2 of 7 Mason County bounty -Division of Commmity Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov ADDITION OR REMODEL- RESIDENTIAL BLD2023-00623 " 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. * 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. * A permanent certificate, completed by the builder or registered design professional, shall be posted on a wall in the space where the furnace is located, a utility room, or an approved location inside the building. When located on the elctrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect labek, or toher reqyired Iabels.The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls,foundation (slab, basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces; U-factors for fenestration; and the solar heat gain coefficient(SHGC)of fenestration. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Chapter 4, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air changes per hour when tested with a blower door in accordanve with WSEC Section R402.4.1.2. The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required for additions less than 500 square feet. Reference WSEC R402.4.1.2. Compliance certificates are available online at the WSU Energy program website titled, "WSEC 2015 Certificate"and are available in or'/z sheets. * A minimum of 90 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. * Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * 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 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. 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. Printed by:Annie Wilson on:07/28/2023 08:48 AM Page 3 of 7 Mason County Division of-Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov ADDITION OR REMODEL- RESIDENTIAL BLD2023-00623 * 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. " 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. " 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 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). 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. 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 foundation/footing must be placed on undisturbed, firm-native soil. Proper frost depth shall be observed below grade in undisturbed soils. `' 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. Printed by:Annie Wilson on:07/28/2023 08:48 AM Page 4 of 7 1 Mason County Mason County - Division of-CotTimunity Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncoun"a.gov ADDITION OR REMODEL- RESIDENTIAL BLD2023-00623 * 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. * 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. * 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. * 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. * 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. * Installation of heating equipment in a single-family residence shall meet the requirements of the current WSEC R403, applicable sections of the IRC, and IMC. Heating equipment shall be sized in accordance to ICC/WSEC, Section R403.7. Heating and design load calculations for the purpose of sizing HVAC systems are required and shall be calculated in accordance with accepted practice, including infiltration and ventilation. Design calculations shall be available for inspection during inspection. Referencing IRC M1601.4, all ducts, air handlers, filter boxes, and building cavities shall be sealed. All joints of duct systems and seams shall be made substantially air tight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Closure systems used with rigid fibrous glass ducts shall comply with UL181A and shall be marked 181 A-P for pressure-sensitive tape, 181 A-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. Printed by:Annie Wilson on:07/28/2023 08:48 AM Page 5 of 7 Mason County -Mason-County- Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov ADDITION OR REMODEL- RESIDENTIAL BLD2023-00623 * 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. * 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. * All property lines shall be clearly identified at the time of foundation inspection. * When parcel development requires direct access to state road(s), a Road Access Permit or Approval must be granted and approved by the Washington State Department of Transportation. For more information contact Washington State Department of Transportation, at(206)357-2620, ext. 630. * All 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. * 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. * Planning Setbacks Front: 25' West Side: 5' (ADV2023-00075) East Side: 7' (10% lot width) Rear: 20' *all setbacks measured from the farthest projection of the building *subject to EH setbacks *all changes subject to review and approval * Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered. A.) Drainfield/Reserve requires a 1 Oft setback from all footing/foundations. B.)Septic tank(s) requires 5ft setback from all footing/foundations. C.)No foundation/Perimeter Drains within 30ft,down gradient of Drainfield/Reserve area. D.) No Cut Bank(s)(greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/Reserve area. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: n1 e i� o Y) Contractor or Authorized Agent: ( i% — Date: Printed by:Annie Wilson on:07/28/2023 08:48 AM Page 6 of 7 r Mason County ._-Mason County --Division of Communitlbeveiopment 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov ADDITION OR REMODEL- RESIDENTIAL BLD2023-00623 Printed by:Annie Wilson on:07/28/2023 08:48 AM Page 7 of 7 f We've updated our Terms of Use. Learn more ;x tio bing maps A 615 W Alder St, Shelton, WA 98584 1 hr 46 min , 58 miles Light traffic Via US-101 N,WA-119 , Local roads d 91 N Kokanee Crest, Hoodsport, WA 98548 E 23740 N US Highway 101, Hoodsport, WA 98548 E 7231 E State Route 106, Union,WA 98592 G 33 E Michelle Ct, Union, WA 98592 A.OFFICE D. BAKER-BLD2023-00272 (FINAL) E. KOHOUT-BLD2022-01221 (FOOTING) F.TWANOH-BLD2023-00908 (DEMO) G.ALDERBROOK-BLD2021-01842 (FRAMING) AtoB 42 min (26.4 mi) A 615 W Alder St, Shelton, WA 98584 a 3 Head west on W Alder St toward N 7th St 0.4 mi t 2 Road name changes to Olympic Hwy N 1.2 mi 3 Turn left onto E Wallace Kneeland Blvd 410 ft Take the ramp on the right for US-101 North and head toward Port 4 Angeles 0.2 mi ampm on the corner 5 Bear right onto US-101 N / N US Highway 101 13.2 mi, 16 min i 6 Turn left onto N Lake Cushman Rd 0.7 mi 7 Keep straight to get onto WA-119/ N Lake Cushman Rd 3.0 mi 8. Keep left to stay on WA-119/N Lake Cushman Rd 5.6 mi ry 9 Turn left to stay on WA-119/ N Lake Cushman Rd 1.6 mi 4 t 'C1 10 Turn left onto N Mount Church Dr 0.2 mi 11 Bear left onto Mount Tebo Way 0.1 mi (> 12. Turn right onto N Potlatch Dr N 482 ft 13. Turn right onto Lilliwaup PI 121 ft ' Arrive at Lilliwaup PI 14. The last intersection before your destination is N Potlatch Dr N B 41 Lilliwaup PI, Hoodsport, WA 98548 B to C 5 min (1.5 mi) B 41 Lilliwaup PI, Hoodsport, WA 98548 1 Head southwest on Lilliwaup PI toward N Potlatch Dr N 121 ft 2 Turn left onto N Potlatch Dr N 0.1 mi 3 Keep straight to get onto N Potlatch Dr 0.3 mi T 4 Keep straight to get onto N Sundown Dr 0.2 mi (� 5 Turn right onto N Potlatch Dr 276 ft 6 Turn left to stay on N Potlatch Dr 0.6 mi TI 7 Keep left to get onto N Potlatch Dr N 0.2 mi Arrive at N Potlatch Dr N 8' The last intersection before your destination is N Clallam PI C 1371 N Potlatch Dr, Hoodsport, WA 98548 C to D 24 min (11.6 mi) C 1371 N Potlatch Dr, Hoodsport, WA 98548 1 Head north on N Potlatch Dr N toward N Clallam PI 0.2 mi 2 Road name changes to N Potlatch Dr 0.6 mi 17� 3 Turn right to stay on N Potlatch Dr 276 ft 4. Turn left onto N Sundown Dr 0.2 mi 5 Keep straight to get onto N Potlatch Dr 0.3 mi 6. Keep straight to get onto N Potlatch Dr N 299 ft r> 7 Turn right onto Mount Tebo Way 0.1 mi 8. Bear right onto N Mount Church Dr 0.2 mi 9. Turn right onto WA-119/ N Lake Cushman Rd 1.6 mi 10. Turn right to stay on WA-119/N Lake Cushman Rd 3.6 mi Keep left to stay on WA-119/N Lake Cushman Rd 3.1 mi f> 12. Turn right onto Cushman-Potlatch Rd 0.8 mi l+ Turn right onto Lower Lake Rd, then immediately turn left onto N 13. 0.6 mi Kokanee Ridge Dr 14. Turn left onto N Kokanee Crest 407 ft Arrive at N Kokanee Crest 15. The last intersection before your destination is N Kokanee Ridge Dr D 91 N Kokanee Crest, Hoodsport,WA 98548 DtoE 11 min (4.7 mi) C1 91 N Kokanee Crest, Hoodsport, WA 98548 1 Head west on N Kokanee Crest toward N Kokanee Ridge Dr 407 ft ('� 2 Turn right onto N Kokanee Ridge Dr 0.6 mi Turn right onto Lower Lake Rd, then immediately turn left onto 0.3 mi 3• Cushman-Potlatch Rd 4. Keep left to stay on Cushman-Potlatch Rd 0.5 mi I (> 5 Turn right onto WA-119/ N Lake Cushman Rd 1.9 mi 6. Keep straight to get onto N Lake Cushman Rd 0.7 mi �1 i F> Turn right onto US-101 S/N US Highway 101 7 0.6 mi ♦ Serious congestion Arrive at US-101 S/N US Highway 101 g The last intersection before your destination is Old Mill Hill Rd If you reach N Cedardale Ln,you've gone too far E 23740 N US Highway 101, Hoodsport, WA 98548 EtoF 17 min (12.0 mi) E 23740 N US Highway 101, Hoodsport, WA 98548 Head southwest on US-101 S/ N US Highway 101 toward N 1 Cedardale Ln 4.7 mi ♦ Minor congestion i 4 2 Turn left onto WA-106/N State Route 106 7.3 mi Arrive at WA-106/E State Route 106 3 The last intersection before your destination is E Alderbrook Dr If you reach Harmony Hill Ln,you've gone too far F 7231 E State Route 106, Union, WA 98592 F to G 6 min (2.1 mi) F 7231 E State Route 106, Union,WA 98592 1 Head west on WA-106/ E State Route 106 toward E Alderbrook Dr 0.2 mi I 2 Turn left onto E Beach Dr 0.2 mi (� 3 Turn right onto Jib Ln 397 ft 4 Turn right onto E Beach Dr 0.5 mi (' 5 Turn right onto E Country Club Dr W 0.2 mi 6 Turn left onto E Manzanita Dr 0.7 mi (� 7 Turn right onto E Vine Maple Ln 302 ft (� 8. Turn right onto E Michelle Dr 374 ft (� 9 Turn right onto E Michelle Ct 184 ft Arrive at E Michelle Ct 10. The last intersection before your destination is E Michelle Dr i G 33 E Michelle Ct, Union, WA 98592 These directions are subject to the Microsoft®Service Agreement and are for informational purposes only.No guarantee is made regarding their completeness or accuracy. Construction projects,traffic,or other events may cause actual conditions to differ from these results.Map and traffic data©2023 TomTom. CONSULTING ENGINEERS PACIFIC NORTHWEST ENGINEERING INC. EN _ ? IN<3 October 9th 2023 #23-035 Mr. Calvin Toellner CCT Construction Subject: Epoxy Substitution Plan No: King Cabin Site: 41 N. Lilliwaup Dr. Hoodsport, WA 98548 Mr. Toellner, Pacific Northwest Engineering Inc. (PNE)as requested has reviewed the plans requirement to use Simpson AT-XP and instead substitute Simpson Set 3G to be used when installing rebar reinforcement for the new footings. PNE finds that it is acceptable to use Simpson Set 3G. When embedding footing reinforcement into the existing concrete piers, the new bars shall be embedded a minimum of 3" into existing hardened concrete piers. The manufacturer's requirements, for drilling and cleaning of the new holes into existing footings, mixing the product, ambient temperature requirements and stuffing of the rebar dowels, shall be followed. Should you have any further questions,we can be reached at the phone number below. � E. B Sincerely, Q' of WA O CO "' 7- Brian E. Bodge,P.E. .p L 45192 �� 4 Pacific Northwest Engineering,Inc. 14 �4NAL E Pacific Northwest Engineering Inc. 3118 Judson St:. #366 Gig Harbor, WA 98335 Phone 253 377-7858