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BLD2020-00616 SFR - BLD Inspections - 4/25/2025
,y � 615 W.Alder St.Bldg 8,SHELTON,WA 98584 MASON COUNTY SHELTON:360-427-9670,EXT 352 COMMUNITY SERVICES BELFAIR:360-275- 467,EXT 352 BuildingPlanning,Cnviromneniel Health,Community HealUi 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:/Avww.co.mason.wa.us/community-services/bid-inspection.php Permit Number BLD2020-00616 Date Issued 08/21/2020 Issued By Project NEW SFR Site Address 391 N Hill Way Applicant KAUFMAN ET UX RYAN Contractor Contractor Phone Primary Code UPC IBC, IRC, IFC, IEC,IMC,& Type Permit Type NEW SINGLE FAMILY RESIDENCE Occupancy -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION, FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. "THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED." PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Building Official: Community Services Designee Department Concrete Setbacks Slab Footing Perimeter Point load Footing Footing Interior Footing Decks/Porches Foundation Stem Was I Other Rough-In Groundwork Plumbin Framing SJZ.'3 /Z __J2V Groundwork Mechanical Plumbing c//Z-l/Z 3 Groundwork Gas Pipe Mechanical Gas Piping 2,3 Shear Wall Nailing y Z-t/Z3 l Underfloor - 7_ _Z rOM- - �L3-12, M Ve J r Other E ,� /? 3 �Y. ,% Yam 1 n Insulation Slab Ceiling y Floor 1 l�{ 2�{ �2` Vaulted Ceiling S"/2 3/211� Walls r/23 /2-2 TCL Vapor Barrier !y JZ-1/Z3 � Other Wallboard Interior Wall Brace Panels Fire Walls !Nailing Other Final Building Manufactured Setbacks Setup Home Concrete Foot/ Runners Final Other \\ rr 3 o`- 1� �. iUOe— I _LC / rild l n UCH � tj& Ta / �n,�,,r..� Fwrt c(lz1121 - 5.. phi t 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: Bll> 20zo -00&16 ADDRESS/LOCATION: -391 ,� it wa►,� �e- FINDINGS: (� S�.eo�rwovN 1ti.�-el�`a✓ S as A -l f�2a�Nes G-ve Ede 12" oc G;Qd C rv. @ond;�:tr luat" ff. -Fa W'd-c. PA s.- Tto�►�.r. uo ^►0�?l:nu �4„c1 OA K .lips S 0S b w lfi P P.,Ld i�.t.c.e �.r (}�r;t.ar�l peg.:�'lio�►s (a '(0 ` i w�v,.t1 QI�vhS•na �o� R�kal� }�c.ol�.w•�.wl Nub ��_ 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: 1//3 I2 ❑ Please contact our office regarding possible Department: BL l) structural damage incurred by recent "natural/man made"disasters.This is NOT a Inspector: SG� CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC 14.12 MASON COUNTY 360427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY SERVICES 360482-5269 Elma ext.352 Building, Planning,Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncoun"a.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: ADDRESS/LOCATION: 391 tit ERIt WdM L►11 - L,,r&U,,0 FINDINGS: S I.0 Ca r Sri t_,e_ 6-vr rt,nk- Co^X K o n W)y 5- C-2 curt No3- 's ru At"crn Loa , G�✓ Olc. -ro lmo CL4 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 4� +o 1,)SJl,� Date: �Z 7/23 ❑ Please contact our office regarding possible Department: 13L D structural damage incurred by recent "natural/man made"disasters.This is NOT a Inspector: T� CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext. 352 4 360-275-4467 Belfair ext.352 "t COMMUNITY DEVELOPMENT 360-482-5269 Elma ext.352 T Building,Planning,Fire Marshal 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER:��\a- .0z�p - D CSC Q� lQ ADDRESS/LOCATION: �vC( , Gl. FINDINGS: ` 0\,k� v-- \(` �` O r3 Cc r� d ��G�'� Q Y 00 w-\ . n 1' CLa 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 ins ection. oK mcc O S Date: S 2.A ❑ Please contact our office regarding possible Department: structural damage incurred by recent Inspector: d "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 INSPECTION RESULTS Pagel MASON COUNTY Department of Community Development COMMUNITY DEVELOPMENT 615 W Alder St, Shelton, WA 98584 Permit assistance Centel,Budding,planning (360)427-9670 ext. 352 Application# BLD2020-00616 Application Type NEW SINGLE FAMILY Owner KAUFMAN ET UX RYAN RESIDENCE Parcel# 323307500120 Site Address 391 N Hill Way Hoodsport, WA 98548 Inspector Inspection Type Date Status Comments 11-14-24-J Q -j-�-�S items 1, 3 and 5, have not been completed from previous inspection dates 5-30-24 please send completed WSEC and phots of address installed to � { juarders@masoncountywa.gov 11-6-24-JQ Received an email on 10-21-24 and 11-4-24 from Mr. Kaufman regarding his energy credit requirements and his blower door test results. He did not meet the WSEC requirements of 3 ACH so he will be mitigating the issue. Joshua he did not pass the #ach requirement and will be mitigating the issue Quarders BLD-FINAL INSPECTION 11/14/2024 TEMP-OCC ""5/30/24 NN �T. COMPLETE WSEC & POST AT PANEL WITH BLOWER DOOR RESULTS. 3 A H OR LESS. SU BMIT ANY DECK REVISIONS TO OFFICE. COMPLETE UPPER BATHROOM COMPLETE INSTALLATION OF SIDING & FACIA OVER EXPOSED INSULATION. ,,,IINSTALL ADDRESS IN PERMANENT MANNER OMPLETE CRAWL ACCESS DOOR OK TO TEMP OCCUPY 180 DAYS 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 B DD2020-00616 NEW SINGLE FAMILY RESIDENCE PROJECT DESCRIPTION: NEW SFR ISSUED: 08/21/2020 SITE ADDRESS: 391 N HILL WAY HOODSPORT EXPIRES: 02/17/2021 PARCEL: 323307500120 APPLICANT: KAUFMAN ET UX RYAN OWNER: KAUFMAN ET UX RYAN SARA KAUFMAN-BRADSTREET SARA KAUFMAN-BRADSTREET SANDY, OR 97055 SANDY, OR 97055 o -o Z�S� VALUATIONS: FEES: Paid Due R-3 VB Residential, one- 1290.00 $156,399.60 Mechanical Base Fee $30.00 and two-family Plan Check Fee $974.79 $0.00 Covered Deck/Carport 240.00 $5,280.00 Building Permit Fee $1,499.68 Uncovered Deck 336.00 $5,040.00 Planning Review Fee $240.00 $0.00 Mechanical Fees $249.00 State Fee-Residential $6.50 Plumbing Fees $124.00 Technology Surcharge $58.05 Building Plan Review/Change of $110.00 $0.00 Use - Onsite Sewage Plumbing Base Fee $25.00 Total: $166,719.60 Totals : $1,324.79 $1,992.23 FIXTURES City Mechanical Fixtures (fit Plumbing Fixtures 1.0000 Dryer Vent(s) 1.0000 Number of Hose Bibs 1.0000 Kitchen Exhaust Hood(s) 1.0000 Number of Clothes Washers 1.0000 Propane Tank(s) 1.0000 Number of Dishwashers 1.0000 Wood/Gas/Pellet Stove(s) 1.0000 Number of Kitchen Sinks 3.0000 Spot Vent Fan(s) 2.0000 Number of Bath Tubs Printed by:Genie Mcfarland on:08/21/2020 09:49 AM Page 1 of 7 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 NEW SINGLE FAMILY RESIDENCE BLD2020-00616 Qty Mechanical Fixtures Qty Plumbing Fixtures 5.0000 Gas Outlet(s) (1-5) 2.0000 Bathroom Sink 2.0000 Number of Showers 2.0000 Number of Toilets 2.0000 Number of Water Heaters and or Vent REQUIRED INSPECTIONS Setback Inspection Rough- Plumbing Inspection Footing Inspection Mechanical Inspection Foundation Wall-Pre-Pour Inspection Radiant Piping Inspection Underfloor Inspection Insulation Inspection Framing Inspection BLD-Final Inspection CONDITIONS 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. 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. 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. 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. Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. Printed by:Genie Mcfarland on:08/21/2020 09:49 AM Page 2 of 7 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 NEW SINGLE FAMILY RESIDENCE BLD2020-00616 * A permanent certificate, completed by the builder or registered design professional, shall be posted on a wall in the space where the furnace is located, a utility room, or an approved location inside the building. When located on the elctrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect labek, or toher reqyired Iabels.The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, basement wall, crawlspace wall and/or floor), and ducts outside the conditioned spaces; U-factors for fenestration; and the solar heat gain coefficient (SHGC) of fenestration. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the type and efficiency of heating, cooling, and service water heating equipment, duct leakage rates including test conditions as specified in WSEC Section R401.3 & R402.4.1.2, and air leakage results if a blower door test was conducted. Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 5 air changes per hour when tested with a blower door in accordanve with IECC/.WSEC Section R402.4.1.2. The blower door test results shall be recorded on the permanent certificate required located near the electrical distribution panel. Air leakage testing is not required for additions less than 500 square feet. Reference IECC/WSEC R402.4.1.2. Compliance certificates are available online at the WSU Energy program website titled, " WSEC 2015 Certificate" and are available in '/4 or'/z sheets. The Mason County Permit Center will also have some available. * All 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. * The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. * All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. * 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. * 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). * 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. * 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. * 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. * A minimum of 75 percent of all permanently installed lamps in lighting fixtures shall be high efficacy lamps in accordance with IECC/WSEC Section R404.1. Printed by:Genie Mcfarland on:08/21/2020 09:49 AM Page 3 of 7 Mason County Mason County - Division of Community Development s 615 W. Alder St. Bldg. 8 \°�•,�1v `j Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2020-00616 When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by the Mason County Department of Public Works. For more information contact Public Works, at (360) 427-9670, ext. 450 or 100 W Public Works Dr. Shelton. The building permit will not be finaled until the permit holder can show proof that the access permit from Public Works has been finaled and approved. * All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. * 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 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 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. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * All property lines shall be clearly identified at the time of foundation inspection. * The foundation/footing must be placed on undisturbed, firm-native soil. Printed by:Genie Mcfarland on:08/21/2020 09:49 AM Page 4 of 7 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 NEW SINGLE FAMILY RESIDENCE BLD2O2O-00616 " 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. * Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28 and 14.17. " Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. * 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:08/21/2020 09:49 AM Page 5 of 7 i 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 NEW SINGLE FAMILY RESIDENCE BLD2O2O-00616 A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. * Adopted IECC/Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine -4C, Window (Max U- Factor):0.30, Skylight (Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation 2a -AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a high efficiency fan (maximum 0.35 watts/cfm), not interlocked with the furnace fan. Ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the qualifying ventilation system. 5a - EFFICIENT WATER HEATING 5a: All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.c �v �,, 'j 5b - EFFICIENT WANR HEATING 5b- C/► �� 6L J '✓UC+Lc�J + Water heating system shkll in e of the following: Gas, proparkor oil water heater with a minimum EF of 0.74 or Water heater heated by gr source heat pump meeting the requirements of Option 3c. or For R-2 occupanc , central heat p p water heater with an EF greater than 2.0 that would supply DHW to all the units through a cen water loop insulated ' R-8 minimum pipe insulation. Printed by:Genie Mcfarland on:08/21/2020 09:49 AM Page 6 of 7 r Mason County Mason County - Division of Community Development 615 W.Alder St. Bldg, 8 Shelton, WA RECEIVED 360-427--9670 ext8584 352 www.co.mason.wa.us AUG 2 4 2020 NEW SlNgkF f"&T §§§RENCE BLD2020-00616 Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division.There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982.The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * The 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. * 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/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. * 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. * Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained * Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered. ^;.) Drai:field/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 an other state/local law regulating construction or the performance of construction. Issued By: 11 Contractor or A Jtho-izedAgent: . - Date: Printed by:Genie Mcfarland on:08/21/2020 09:49 AM Page 7 of 7 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 NEW SINGLE FAMILY RESIDENCE BLD2020-00616 A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement of any development activities. 'NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater Management Application/Worksheet the document entitled"Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan"constitutes an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater management system have been installed as approved on the stormwater site plan. Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. " Adopted IECC/Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine-4C, Window(Max U- Factor):0.30, Skylight(Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less,Wall insulation R-21, Floor insulation R-30, Ceilina Insula ' It Insulation R-38, and Slab Insulation 2a-AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a high efficiency fan (maximum 0.35 watts/cfm), not interlocked with the furnace fan. Ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit, the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the qualifying ventilation system. 5a-EFFICIENT WATER HEATING5a: All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.c 5b- EFFICIENT WATER HEATING 5b: Water heating system shall include one of follow<rea or oil water heater with a minimum EF of 0.74 or Water heater heated by ground source heat pumments of Option 3c. or For R-2 occupancy, a central heat pump w heater than 2.0 that would supply DHW to all the units through a central water loop insulatedyu R-8 minin. Printed by:Genie Mcfarland on:10/10/2022 02:56 PM Page 6 of 7 pQ 141%"V Ma^ (jt r7 2-OZO— 00(o 1 (e � tllaghZ SPECIFICATION SUBMITTAL SHEET r'SITUD !2OR. REDI-VENT'Air Admittance Valve ,. r General: An air admittance valve shall be acceptable as a vent termination for any individual vent, 2" common vent,circuit vent,loop vent,island fixture vent,vent stack or stack vent that is provided to prevent siphonage of a fixture trap.An air admittance valve can be used as an alternative to extending a vent through the roof(or sidewall)to the open atmosphere. Location: �,• j A.The REDI-VENT shall be located a minimum of 4"above the horizontal branch drain or 'j v�R. REDI'yE fixture drain being vented and a minimum of 6"above the flood level of the highest fixture w s Z..' for stack venting. B.Each valve should be installed in an accessible location. 2-518" � ', Installation: A.The valve should be connected to the piping in accordance with the manufacturer's installation instructions. B.Only thread seal tape can be used on the valves'threads.Use of primer,solvent cement,or pipe dope will void the Studor°warranty. G.The valve should be installed in the vertical,upright position after rough-in and pressure testing of the DWV system. D.A minimum of one vent shall extend to the open atmosphere for every building drainage Adaptor 1 1/2"NPT— system. E.The valve should not be installed in a non-neutralized special(chemical)waste system or in supply and return air plenums. F.The valve may be installed on sewer ejectors,if installed according to engineer design and prior local code approval. G.For installation in areas with temperature range between 40 and 150' F. Features: A.Screening on the inside and outside of the valve to protect the sealing assembly from insects and debris. B.Will vent up to 20 DFUs on a horizontal branch. C.Limited lifetime warranty for replacement of defective valves. Fits 1-112"or 2"pipe sizes Materials: A.ABS(acrylonitrile butadiene styrene)valve with silicone membrane B.ABS or PVC(adaptor) Performance Standards: ANSI/ASSE 1051-2009 single fixture and branch type AAVs ANSIIASSE 1050-2009 stack type AAVs NSF Standard 14-2009 Plastics Piping System and Componentsv Horizontal Code Compliance: Branch Size Max DFUs • International Plumbing Code(IPC) 1-1/2" 3 • International Residential Code(IRC) 2„ 6 • Uniform Plumbing Code(UPC Section 301.2 Alternative Materials and Methods 3" 20 • National Standard Plumbing Code(NSPC)-Appendix"E" • National Plumbing Code of Canada(NPC) 4 20 Stack Size Max DFUs Listings: rcc 1-112" 8 H55E CNSFus C ��S� AT��s dwv /Z w® �sE Intertek sw,caz 1?5' 500 Distribution Parkway,Collierville,TN 38017 - Phone:800-888-8312-Fax:901-853-5008-www.ipscorp.com Copyright 02020 IPS Corporation SPEC_ST_Redi-Vent_20346 M«n & q Za2v— 00(0I(s � �ll2gfzz SPECIFICATION SUBMITTAL SHEET STUD®R. REDI-VENT'Air Admittance Valve General: An air admittance valve shall be acceptable as a vent termination for any individual vent, 2"common vent,circuit vent,loop vent,island fixture vent,vent stack or stack vent that is provided to prevent siphonage of a fixture trap.An air admittance valve can be used as an alternative to extending a vent through the roof(or sidewall)to the open atmosphere. Location: [ A.The REDI-VENT shall be located a minimum of 4"above the horizontal branch drain or �oR� REDi'� fixture drain being vented and a minimum of 6"above the flood level of the highest fixture for stack venting. B.Each valve should be installed in an accessible location. - Installation: 2-5/8" A.The valve should be connected to the piping in accordance with the manufacturer's 11 installation instructions. �t B.Only thread seal tape can be used on the valves'threads.Use of primer,solvent cement,or pipe dope will void the Studor®warranty. 412L ;, C.The valve should be installed in the vertical,upright position after rough-in and pressure testing of the DWV system. K'` D.A minimum of one vent shall extend to the open atmosphere for every building drainage Adaptor 1-112"NPT-- system. E.The valve should not be installed in a non-neutralized special(chemical)waste system or in supply and return air plenums. F.The valve may be installed on sewer ejectors,if installed according to engineer design and prior local code approval. G.For installation in areas with temperature range between—40 and 150'F. Features: Ll 11 A.Screening on the inside and outside of the valve to protect the sealing assembly from insects and debris. B.Will vent up to 20 DFUs on a horizontal branch. C.Limited lifetime warranty for replacement of defective valves. Fits 1-112"or 2"pipe sizes Materials: A.ABS(acrylonitrile butadiene styrene)valve with silicone membrane B.ABS or PVC(adaptor) Performance Standards: ANSI/ASSE 1051-2009 single fixture and branch type AAVs ANSIIASSE 1050-2009 stack type AAVs NSF Standard 14-2009 Plastics Piping System and Componentsv Horizontal Code Compliance: Branch Size Max DFUs • International Plumbing Code(IPC) 1-1/2" 3 • International Residential Code(IRC) 2" 6 • Uniform Plumbing Code(UPC Section 301.2 Alternative Materials and Methods 3" 20 • National Standard Plumbing Code(NSPC)-Appendix"E" • National Plumbing Code of Canada(NPC) 4" 20 Listings: Stack Size Max DFUs Icc 1-1/2" 8 ASSE C N S FUS c �F{S r� �us dwv ® —,� Intertek SSE t� Cmtol".:.S 7= Y 1 !o?S' 500 Distribution Parkway,Collierville,TN 38017- Phone:800-888-8312- Fax:901-853-5008-www.ipscorp.com Copyright 02020 IPS Corporation SPEC_ST_Redi-Vent_20346 Item# I Model# Product Description Quantity Standard Pack 20346 20346 1 ' "or 2"PVC Adapter 24 2 33491/2"20349 1 '/?or 2"ABS Adapter 124 Bulk Pack 20299 20299 1 '/z"or 2"PVC Adapter 60 20298 20298 1 '/z"or 2"ABS Adapter 160 REDI-VENT Adapter® E02O3'36 3 44833 PVC Adapter for RED►-VENT for use in Du All WMOB 25 120336 ABS Adapter for REDI-VENT for use in Du All WMOB 125 The X-Pack is the MINI-VENT®with hang tag. !0?5' 500 Distribution Parkway,Collierville,A 38017• Phone:800-888-8312• Fax:901-853-5008"www.ipscorp.com Copyright 02020 IPS Corporation SPEC_ST_Redi-Vent_20346 f Most Widely Accepted and Trusted cICC EVALUATION c SERVICE ICC =ES Repoft PMG-1 025 Reissued 02/2016 ICC-ES 1 :0• 699-0543 1 www.icc-es.org This report is subject to renewal 02/2017 EVALUATION SUBJECT: STUDOR AIR ADMITTANCE VALVES DIVISION: 22 00 00—PLUMBING SECTION: 22 13 19.36—AIR ADMITTANCE VALVE Report Holder: STUDOR, INC., DIVISION OF IPS CORPORATION 500 DISTRIBUTION PARKWAY COLLIERVILLE, TN 38017 Look for the ICC-ES marks of Conformity! A& IC cs IC c � ICC Qj e� PMG LISTED IMES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the �� PREFERRED �� report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express EDUCATION R111 � PROVIDER ■�1• or implied,as to any finding or other matter in this report,or as to any product covered by the report. �� � ■// INTERNA11ONAL Copyright 0 2016 ICC Evaluation Service,LLC.All rights reserved. � ��� rrwa¢r«an¢nna+ CODE COUNCIL' tICC EVALUATION SERVICE Most Widely . •, and Trusted ICC-ES PMG Listing PMG-1025 Effective Date: February 2016 This listing is subject to re-examination in one year. www.icc-es-pmq.org 1 (800)423-6587 (562) 699-0543 A Subsidiary of the International Code Council' CSI: DIVISION: 22 00 00—PLUMBING Section: 22 13 19.36—Air Admittance Valve Product certification system: The ICC-ES product certification system includes testing samples taken from the market or supplier's stock, or a combination of both, to verify compliance with applicable codes and standards. The system also involves factory inspections, and assessment and surveillance of the supplier's quality system. Product: Studor Air Admittance Valves: Mini-Vent''. Maxi-Ventic, Redi-Vent", Tec-Vent Trap-VenC- Listee: Studor, Inc., Division of IPS Corporation 500 Distribution Parkway Collierville, Tennessee 38017 www.studor.com Additional listees: Hajoca (Mainline brand) 1942 Airport Road Monroe, NC 28110 Compliance with the following codes: 2015, 2012 and 2009 International Plumbing Code(IPC) 2015, 2012 and 2009 International Residential Code (IRC) 2012 and 2009 National Standard Plumbing Code°(NSPC)' 'National Standard Plumbing Code is a copyrighted publication of Plumbing-Heating-Cooling-National Association Compliance with the following standards: ASSE 1050 — 2009, Performance Requirements for Stack Air Admittance Valves for Sanitary Drainage Systems ASSE 1051 — 2009, Performance Requirements for Individual and Branch Type Air Admittance Valves for Sanitary Drainage Systems- Fixture and Branch Devices NSF Standard 14—2015, Plastic Piping System Components and Related Materials Listings are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they,to be construed as an •.� endorsement of the subject of the listing or a recommendation for its use.There is no warranty by/CC Evaluation Service,LLC,express or implied,as to any finding or other matter in this listing,or as to any product covered by the listing. COMCuau coos taunt¢ Copyright©2016 ICC Evaluation Service,LLC.All rights reserved. Page 1 of 6 --3 PMG-1025 I Most Widely Accepted and Trusted Page 2 of 6 Identification: The Studor Mini-Vent®, Maxi-Verl"Iloilo,ituw and Trap-Venue id� molded lettering on the lid, indicating the name of the product, the manufacturer name, manufacturing location (Ellington, Connecticut), and the ICC-ES PMG listing mark. Installation: Studor Mini-Vent Maxi-Vent`', Redi-Vent, Tec-Vent` and Trap-Vent'' must be installed in accordance with the manufacturer's installation instructions and the conditions of this listing. Models: The Studor Mini-Vent`', Maxi-Vent, Redi-Vent, Tec-Vent®and Trap-Vent are air admittance valves conforming to ASSE 1050,ASSE 1051 and NSF 14. The 1Vlini-Vent' and Redi-Vent°arees dnefor we-sizes �'ri es through 2 inches (38 mm through 51 mm). The Maxi-Vent is designed for pipe sizes of 3 inches through 4 inches (76 mm through 102 mm). The Tec-Vent' is designed for 11/2 inch pipe (38mm). The Trap-Vent is designed for 1 '/< inches through 1 '/z inches pipe. The Studor air admittance valves are used as a vent termination for individual vents, common vents, circuit vents and branch vents. Mini-Vent, Maxi-Vent, Redi-Vent`', Tec-Vent' and Trap-Vent' are also permitted to be used as the vent termination for a vent stack or stack vent with six branch intervals or less. Conditions of listing: 1. The Studor Mini-Vent and Redi-Vent are supplied with a connector which enables the valve to be solvent cemented onto 11/2-inch- or 2-inch-diameter (38 mm or 51 mm) pipes or screwed into 11/2- inch (38 mm) I.P.S. threads. The Tec-Vent has 1'/2 (38mm) I.P.S. threads and does not come with a connector. 2. The Studor Maxi-Vent® is supplied with a synthetic rubber connector which enables the valve to be push fitted into a 4-inch-diameter(102 mm) PVC, cast iron or ABS pipe. It may also be installed on a 3-inch-diameter (76 mm) PVC, cast iron or ABS pipe in accordance with the manufacturer's instructions. 3. The use of Studor Mini-Vent, Maxi-Vent, Redi-Vent", Tec-Vent and Trap-Vent' is limited to systems subject to siphonage conditions and a maximum pressure condition of 1-inch (25 mm) water column. 4. Each Studor Mini-Vent`', Maxi-Vent, Redi-Vent, Tec-Vent and Trap-Vent® 4pust be located a minimum of 4 inches (102 mm) above the horizontal branch, drain or fixtuin being vented when providing trap seal protection for fixtures or branche, en serving as vent terminals for stack vents or vent stacks, they must be a minimum of 6 inches (152 mm) above the flood level rim of the highest fixture served. 5. Each Studor Mini-Vent®, Maxi-Vent`', Redi-Vent Tec-Vent` and Trap-Vent" must be accessible for replacemengOMM 6. The Studor Mini-Vent, Maxi-Vent Redi-Vent°, Tec-Vent' and Trap-Vent' must be located to allow adequate air to enter the valve. When the products are located in a wall space or attic space, ventilation openings must be provided into the space. When in an attic space, the vents must be located a minimum of 6 inches (152 mm) above any ceiling insulation. 7. The air-admittance valve must be installed in the vertical upright position. The maximum offset from the vertical upright position must not exceed 15 degrees. 8. Each vent must connect to the drain with a vertical connection to maintain an unblocked opening in the piping to the air admittance valves. PMG-1025 1 Most Widely Accepted and Trusted Page 3 of.6 9. A minimum of one vent stack or stack vent must extend outdoors to the open air for every building plumbing drainage system unless specifically engineered. 10. The Studor Mini-Vent®, Maxi-Vent°, Redi-Vent®, Tec-Vent® and Trap-Vent® are permitted to be installed as the vent termination for a vent stack or stack vent with six branch intervals or less or as a branch vent terminal for fixtures on the same floor. 11. The air admittance valves must be installed after the drainage system,has been pa use t t 12. When a horizontal branch connects to a stack more than four branch intervals from the top of the stack, a relief vent must be provided. The relief vent must be located between the connection of the branch to the stack and the first fixture connecting to the branch. The relief vent may also serve as a vent for a single fixture. The relief vent must connect to the vent stack or stack vent and extend to the open air outside the building. 13. The air admittance valves shall not be installed in non-neutralized special waster systems as described in chapter 8 of IPC. 14. The air admittance valves shall not be located in spaces utilized as supply or return air plenums. 15. The air admittance valves without an engineered design (See Figure 11) shall not be utilized to vent sumps or tanks of any type. 16. The Studor Mini-Vent®, Maxi-Vent®, Redi-Vent® and Tec-Vent® are produced in Ellington, Connecticut; the Studor Trap-Vent® is produced in Darul Eshan, Malaysia under annual surveillance audits by ICC-ES. TABLE 1 —AIR ADMITTANCE VALVE MODELS NUMBERS OF STUDOR/IPS NAME ONLY DESCRIPTION Mini Vent—w/PVC adaptor Mini Vent—w/ABS adaptor Maxi Vent USA PVC Redi Vent-w/PVC adaptor Redi Vent-w/ABS adaptor Tec Vent Trap Vent TABLE 2—AIR ADMITTANCE VALVE CROSS REFERENCE OF MODEL NUMBERS,STUDOR AND HAJOCA STUDOR/IPS HAJOCA CORP. PART NO. DESCRIPTION (BRIDAGE/MAINLINE BRAND) MODEL NO. 20302 Maxi Vent USA PVC 25pack) BR10464/ML10464 20305 X-Pack Mini Vent-PVC 40pack) BR10465/ML10465 20336 X-Pack Mini Vent-ABS 40pack) BR10466/ML10466 20386 Redi Vent-PVC 120pack) BR10469/ML10469 20389 Redi Vent-ABS 120pack) BR10470/ML10470 The following diagrams are examples of acceptable designs using the Mini-Vent®, Maxi-Vent®, Redi-Vent®and Tec-Vent® PMG-1025 ( Most Widely Accepted and Trusted Page 4 of 6 Individual Vent Common Vent Wet Vent MIWVENT MIN-VENT MNi-VENT REP-VENT REOI-VENT LdV REIN-VENT Lav MIN-VENT TEC-VENT TEC-VENT TEC-VENT RED-VENT TRAP-VENT LaV ��� •W esr.vrr T T TRAP-VENT T -*-:j Lay Tub MIN-VENT MN-VENT REDI-VENT W. TEC-VENT REM-VENT CMEM-VENT TEC-VENT Lav T wC. 4" 1 WC � h I Trap Weir The air admittance valve must A at vent Is a single vent for one or be Icuted a ninheurs of l" two bathroom groups. There are .hove the weir of the trap. Afferent la Touts for achieving the However.the valve may he ventingconcept. located belay the flood he A common vent is similar to an Indvidual rent.The vent serves traW level of the flatus being fait.—Thy Studer Minim-Vent can be located in the p—dinity to the A shgla bathroom group wet vent vented. h turn.being sewed. can term".to a Studer MN-Vent. Figure 1 Figure 2 Figure 3 Back to back Wet Vent Circuit Vent Circuit with Relief Vent Studor Mini We"ee_ MAXI-VENt MAXI-VENt srw..r 1 MNI-VENT MINI-VENT ` RED VENT Relief Vent REP-VENT I i TEC-VENT TEE-VENT I i j 1 I VC. Q _ { WIC h V�1 W—C MIN-VENT RED NT �r(� \ W_C. { Waste Stack � av W.C. Tub q WC Illy ��4.. �1_ Four 4 or more Branch Tub 1 W.C.LQ_ Intervals above A double bathroom group,back to back,can be A single vent serves as/he vent for three kfhem the horizontal drainage branch Vet vented with a single Studur MN to eight flatness. The Studr MN er Mavl connects to a stack havirg nra than four corvncting am the vent trminai. Vent seven as the vent terminal for the breach intervals located above the branch, circuit rent.See Figure h for the relief a r 41ef vent Is required.A relief vent is vent reoArmennt, 'Aso r.guir.d for branches receiving discharge from l or more rater closets. The relief vent must connect to the vent shad r stack vent and eat.nd to the outdoor dr. Figure 4 Figure 5 Figure 6 PMG-1025 Most Widely Accepted and Trusted Page 5 of,6 Branch Vent Branch Vent Vent Stack-Stack Vent snro tfus-VW �vw KQ&Vort PAWVM Vent Stack Branch Vent "wVIXT w/a-vflR ►WvofT � IE&VOrr MLLVOU am-vm 1\ r. TEE-VOff m-vw TK-Vuff t �`� nrteawrlaxt te.ret►et . NL f o tIdg - Dra or more ' I ch� MtervalsSee sizing chartfarcorrect AAV ✓ Tfeetdtwdr �/ ei aim , 'Atm � rfflel-Vrf,utt f .�' eernwflrweA tr�tr fir a wet atat6«etd i i w.f.trr weitw tAre welew wnfa weeee}s M a hvtrL Iltee tMe eee 1Nutlet MAYf•VEMf, t wd.a sY/e Sfeeer�s-vart sm�rofT. f.s-vort,f Wvar,M-Vw v be --VORwMA70-VWutwrwsfM bm"Imwsh~dY�dtbw* f I /- N Veit an w >f wet tetWr fer I►r MM01 wM. Yw Ww A n1Yf M Y eNinl 'r k w , �OYl' ft WNW eww"m twr IQ Iwwd fetwnre w1w Y eY Ieattdt we Yw1tl eNw"a hwd wt owto a mwvda r Drainage Stack Figure T Figure 8 Figure Waste Vent Stack I.Ilvw m&vm ; =I-VW , Tm-VENT t t t ii t X lS.�. K.S. ILI 3" Tlr Nestr IIA16•Y61T,MLVEaT,E®4VBIT r TEC-vEllT,rrt eeeee w fir wttf feewitd M e nwfe s►W�.iM tewiwttw MI/tt of fYe twefe afed Mrd Y wMei�teY tr eF own "wlwYeklm Mends Fi ure 10 PMG-1025 Most Widely Accepted and Trusted Page 6 of 6 ------------ WW Vent pipe must be connected in upper quadrant of horizontal drain pipe approximately 20 pipe diameters or greater J A distance B distance —f • A—AAV can be huawd anywhere in between distance A �e The AAV serving the vent for the sewer ejector stud)be the same sue as the vent.(Mini-vent can serve either 1-112 or T pipe size) Se's01 Line In Sewer B=The B distance will vary according to the sewer ejector manufacturers instrucfiom Ejecto Note: Air admittance valve must be accessible Figure 11 SITE PLAN N 391 N . Hill Way RECEIVED Hoodsport, WA 98548 SUN 17 2020 Parcel ID : 32330-75-00120 615 W. Alder Street scale 1 "=60' Lot area : 5 .01 Acres Property line N Hill way Plot Size : 11 "x17" sb PLANNING:. 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