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HomeMy WebLinkAboutBLD2022-00076 Cancelled MFG Home - BLD Inspections - 12/6/2024 615 W.Alder St.Bldg 8,SHELTON,WA 98584 MASON COUNTYT� SHELTON:360-427-9670,EXT 352 kk COMMUNITY SER V SERVICES BELFAIR:360-275-4467,EXT 352 s. `Ulding.Planning,Environmental iieaith,community Health ELMA:360-482-5269,EXT 352 www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY** To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bid-inspection. Permit Number BLD2022-00076 Date Issued 07/20/2022 Issued B#L/ Project MODULAR HOME MASTER BEDROOM ADDITION WITH STICK BUILT BREEZEWAY Site Address 5540 E GRAPEVIEW LOOP RD Applicant LAMB ET UX JERRY Contractor Babbit Construction Company,LLC Contractor Phone Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type Permit Type MANUFACTURED HOME Occupancy -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION, FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. **THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.** PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Department Building Official: Community Services Designee Concrete Setbacks Z /7/2 Slab Footing Perimeter -72 23 D C6 Point load Footing Footing Interior _J4 Footing Decks/Porches Foundation Stem Walls �( .28.,E ��� Other +4;n�„� 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 C�.,w,.a zr►:. 7/f5lat 51_4-- A16�- Fk;t /Il St,12^Z 5k 5aw-c 4►M►m uo C vo 4N,4.,, F(wn�c��pa F0 3-8-23 Rn__oA. 4/R h S C__ 1J.J4- 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.co.mason.wa.us CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: aLI-)a022 - 0007& ADDRESS/LOCATION: 5--s—go E 61 FINDINGS• f. 6r 6Ae9n tJcY� N Q aric.wer - A)Q 14 0 rokmi An ,�►..d ore- ��Auj/tiDl' n onSi peilhA- IMGt1,"S nn QneapJ &V n7o Qla,11 qr - T� &c.n �s on Con4 Li-s1— . Sac /I o�- r 7C 44 d-I 1 J�C GJ7CY7 _ Items listed above must be corrected to gain compliance. 5K 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: 7/Zg/a z ❑ Please contact our office regarding possible Department: 8L D structural damage incurred by recent "natural/man made" disasters.This is NOT a Inspector: �! CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 i MASON COUNTY 360-427-9670 Shelton ext.352 Belfair ext. 352 COMMUNITY SERVICES 3360482-5 9 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: at-JD 2022- - 006'7L ADDRESS/LOCATION: sry a E Groot u; (�vy FINDINGS: ' *JrAe-s on;?w 92. 1 s ,2 C0^4064- Eoiz nr1 a , or.vink 6wo4r_eu ar IL ��,v•_n�- C VoA� r Q�X ll `1�1v �o eutr-, — cdn&,4 0--) sof-4- Svc SoAs ,ham used BLAd►k 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&WO;dt �o� f�co,M...d.�,'a—, '�ccl�i cal Re.0214 Date: 12//Z Z ❑ Please contact our office regarding possible Department: El p structural damage incurred by recent "natural/man made"disasters.This is NOT a Inspector: TCe, CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext. 352 Belfair ext. 352 COMMUNITY SERVICES 3 60-48224-52 9 Elma ext.352 Building,Planning,Environmental Health,Community Health 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: `3(„jj 2a 2.2, _0007(r ADDRESS/LOCATION: S qD E • FINDINGS: IQ ,c aau lc�r Hunt. Mj;hjn / e4i nn oa- IReAd �.sr_4d�al 1�nsp��n once CoMnlvk- — 17o�u0�' l�u� RAg n-z rw watt 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: 2- -712 3 ❑ Please contact our office regarding possible Department: BC D structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 360-427-9670 Shelton ext.352 MASON COUNTY 360-275-4467 Belfair ext.352 COMMUNITY SERVICES 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: 13L.D 2O a 2— o©0-7 6 ADDRESS/LOCATION: SS�I E �'RApEUI -j L y0 FINDINGS• V rQG S'fSMn�- ��ff'�/ 't(O ✓( L/1 S✓1¢e� D� /CC d K 1 po!(�SOAAP--MASr,NCocW 7Y GOA .QD,l Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. OK to &C I -/CD 4!ey� Date: Please contact our office regarding possible Department: structural damage incurred by recent Inspector: natural/man made" disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 7 Belfair ext.352 COMMUNITY SERVICES 36 60-275-0-482 52 9 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: &DZo22- oQo-1 L ADDRESS/LOCATION: SS cl o E• Cnn►,ft_y�, �.A 2� A-GI v✓� FINDINGS: 4- P Bs --�1 uarde-rS ✓ 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 -Se^j pHa}w I ae F;6 s in"d Date: f 7/Z 3 ❑ Please contact our office regarding possible Department: al.D 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 io 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: `3 LtiJ 2-o Z-Z —vb-7!k C-t+?uS� ADDRESS/LOCATION: 5-St- b C� u .dLs L�Z,T R FINDINGS: Items listed above must be corrected to lain 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 �Q� Date: it/ 1 /Z 3 ❑ Please contact our office regarding possible Department: 13 a, structural damage incurred by recent Inspector: -1a, "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 i y 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 F 2-00076 MANUFACTURED HOME ESCRIPTION: MODULAR HOME MASTER BEDROOM ISSUED: 07/20/2022 WITH STICK BUILT BREEZEWAY ESS: 5540 E GRAPEVIEW LOOP RD ALLYN EXPIRES: 01/16/2023 PARCEL: 121055018004 APPLICANT: LAMB ET UX JERRY OWNER: LAMB ET UX JERRY ALISON DEIBEL ALISON DEIBEL KENMORE,WA98028 KENMORE,WA98028 CONTACT: William Walters OTHER: METHOD HOMES LLC 5511 67th Street NW 95 YESLER WAY SUITE300 GIG HARBOR,WA 98335 SEATTLE,WA98104 253-649-3493 1.206.789.5553 GENERAL CONTRACTOR'S LICENSE: Ballit Construction Company, LLC License: BABBICC820KQ 5314 N 41st Street Expires: 05/18/2024 TACOMA,WA98407 Rv,.. 3Go8883c71 VALUATIONS: FEES: Paid Due R-3 VB Residential, one- 80.00 $11,866.40 Technology Surcharge $21.49 $0.00 and two-family Plan Check Fee $139.60 $0.00 State Fee-Residential $6.50 $0.00 Planning Review Fee $240.00 $0.00 Building Permit Fee $214.77 $0.00 Modular/Manufactured Home $360.00 $0.00 Fee-2nd half collected at ready to issue Building Plan Review/Change of $125.00 $0.00 Use-Onsite Sewage Modular/Manufactured Home $360.00 $0.00 Fee- 1st half collected at submittal Total: $11,866.40 Totals : $1,467.36 $0.00 FIXTURES Printed by:Amber Selby on:07/20/2022 01:36 PM 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 MANUFACTURED HOME BLD2022-00076 (3ty Mechanical Fixtures (sty Plumbing Fixtures 1.0000 Spot Vent Fan(s) 1.0000 Number of Showers 1.0000 Ductless Heat Pump 1.0000 Number of Toilets 2.0000 Bathroom Sink REQUIRED INSPECTIONS Setback Inspection Framing Inspection Footing Inspection Rough- Plumbing Inspection Foundation Wall-Pre-Pour Inspection Insulation Inspection Set-Up Inspection BLD-Final Inspection CONDITIONS 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. 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. Printed by:Amber Selby on:07/20/2022 01:36 PM Page 2 of 7 a ,t 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 MANUFACTURED HOME BLD2022-00076 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 %or'/2 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 foundation/footing must be placed on undisturbed, firm-native soil. Concrete encased grounding electrodes must be installed and used at each new building or structure that is built upon a permanent concrete foundation. In Mason County the electrical code is regulated by Washington State Department of Labor & Industries(L&I). For more information contact L&I for additional information. In Olympia call (360)902-6350 and in Bremerton call (360)415- 4000. Printed by:Amber Selby on:07/20/2022 01:36 PM Page 3 of 7 w, 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 MANUFACTURED HOME BLD2022-00076 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. * 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. * 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 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. * 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. * By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your "Approved Site Plan"to ensure these structures meet the setback conditions listed. * All 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. Printed by:Amber Selby on:07/20/2022 01:36 PM Page 4 of 7 r ► 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 MANUFACTURED HOME BLD2022-00076 * Adopted IECC/Washington State Energy Code Compliance has been approved as follows: Heat Type: Electric or other than electric, Compliance Method: Prescriptive option Marine-4C,Window(Max U- Factor):0.30, Skylight(Max U-Factor):0.50, Doors (Type/Max U-Factor):0.30 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation min. R-49, Vault Insulation R-38, and Slab Insulation R-10. 2 Heat pump 3.6 Ductless split system heat pumps with no electric resistance heating in the primary living areas. A ductless heat pump system with a minimum HSPF of 10 shall be sized and installed to provide heat to entire dwelling unit at the design outdoor air temperature. * 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. * 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. * 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 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. * 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. * 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. * 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. * 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:Amber Selby on:07/20/2022 01:36 PM Page 5 of 7 r � 9-F 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 MANUFACTURED HOME BLD2022-00076 * 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. * Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. * All 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. * 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. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. * 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. * On-site Septic System final installation approval required prior to temporary/final occupancy of the residence. * Applicant/Owner assumes all responsibility if On-site Sewage Components are encumbered. A.) Drainfield/Reserve requires a 1 Oft setback from all footing/foundations. B.)Septic tank(s)requires 2ft setback from all footing/foundations with WA12021-00091. 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. * Application acknowledges that the structure is only permitted for a use consistent with the current zoning of the parcel. * All setbacks are measured from the furthest projection of the building. * The destruction or alteration of Fish and Wildlife Habitat Conservation Area's or their buffers through removal, excavation, grading, dumping, discharging or filling of any material; clearing; shading; intentional burning; vegetation removal (terrestrial, freshwater, or marine); planting of non-native vegetation that would alter the character of the FWHCA or buffer; or the construction or placement of structures or increasing the structural footprint shall undergo mitigation sequencing and shall require a habitat management plan. Printed by:Amber Selby on:07/20/2022 01:36 PM Page 6 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 MANUFACTURED HOME BLD2022-00076 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. * After tank installation, a full inspection of the septic system by a certified Operations& Maintenance Specialist(list of providers on county site) is required per local code. * Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained 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. T granting of perm does not presume to give authority to violate or cancel the pro�Vy7l any of r state/loc w re ati g construction or the performance of construction. Issued Contra /ror.Authorized Agent:��. - / �Gr ..., Date: 7-2-0 -ZL Printed by:Amber Selby on:07/20/2022 01:36 PM Page 7 of 7 z-Cie(aP,-OW7(0 3/6/23,3:12 PM Babbit Construction Mail-Babbit Constructio Lamb Project enting Ryan Babbit<ryanbabbit@babbitconstruction.com> Babbit Construction: Lamb Project Venting Shellie Davis <shellie@ashleyvance.com> Mon, Mar 6, 2023 at 11:59 AM To: John Bacon<john@ method homes.net>, ryanbabbit@babbitconstruction.com Cc: Jordan Denio<jordan@ashleyvance.com>,Keith Knutson <keith@methodhomes.net>, loomis@babbitconstruction.com John/Ryan, It is acceptable to use the Joto-Vent in lieu of the concrete stemwall vent system. Please install the vent per the manufacturer's recommendations and install sill plate anchors as originally specified with increased lengths as required to account for the vent depth (sill plate anchor diameter, spacing, and embed depth to remain as originally specified). Please let us know if this email will suffice for the inspector,or if you need a letter from us. Thanks, shellie Davis, PE IV err_{1 ,�LJ Ashley &Vance Engineering a Civil•Structural MAR — 7 2023 33 NW Franklin Avenue,Suite 110 1 Bend,OR 97703 (541)647-1445 x145 615 W. Alder Street On Fri, Mar 3, 2023 at 11:02 AM Jordan Denio<jordan@ashleyvance.com>wrote: [Quoted text hidden] https://mail.google.com/mail/u/1/?ik=317c0205e9&view=pt&search=all&permmsgid=msg-f%a3A1759649765880960247&simpl=msg-f%3A1759649765... 1/1 Y JolomVentSystem CLEAN LOOK STRUCTURAL INTEGRITY NATURAL AIR FLOW LAJ SSSSS 3 � z Cl LLJ Lu t •:1 fi irk._ .r• •. r u gy 1 � 1 Maintain the life of your home with the Joto-Vent System" TheJoto-Vent perimeter venting system and its covering offer a ''' j Joto-Vent System efficient and low-profile ventilation solution for your crawl spat' j ►:; Get a Finished,Clean Support Natural Air ,� Architectural Look Flow&Ventilation The artJoto-Vents stem'includestf,, P Y Installed around the complete perimeter -vent portion and the custom covering; of the crawl space foundation,the Joto- that aie installed over the vent,iesulting Vent System'maximizes cross ventilation in a clean visual look. and natural air flow,preserving the ' lifespan of your home's wooden Maintain Your Home's ° Structural Integrity need for vent holes l en installed the The Joto Vent System'eliminates fou or cut ' in theconcrete ". into the - ..• ...., _. .�, .- .'-' The Joto-Vent is made of'JC(Joto- dmpound)", structural framework of the rim joist maximizing the strength&performance a composite material that consists of calcium of your home's structure. carbonate,polyolefin resin and recycled plastics. ri JC was awarded manufacturing patents in the United i-. States and several European countries as a recycled r- resin heat Veatment system called"Joto-process". i Joto-Vent System oto-Venthasa ompiession strength of -_ ver56,000 Pounds per - "" -- meal foot of Joto-Vent,and hen you apply IMES you can safely support 7,140 pounds per lineal foot of "►,,,..•�7.' + ' Joto-Vent.Wherever you %„ Vol- _.. ` trust a wooden sill plate, you can trust The Joto-Vent 1*"ioo1 System o 10 s W44.�;rr a ".." .� '' �a. T iSt �'v `a ` _.. 9 a 4 JotomVentLM e 701, 0 - P t a e e� `� _ ; s,_ ��-•t' � `,. Q 'fit �x �". Crawl Space k tTS � ;�li {; i f j �5110 Option 1 2 x 6 Joto-Vent ® Option 2 Insect Prevention Strip ® The primary component oftheJoto-Vent is a By cutting this product and placing it sideways, Architectural-covering The Joto-Vent Insect Prevention Strip is a galvanized molded calcium carbonate and polyolefin resin it can prevent the cross-bending issues of the One of the components required forthe Joto-Vent steel plate conforming to ASTM A792 called composite.The Joto-Vent is placed between sill plate that may occur in the dropped floor System".The Joto-Vent Architectural Covering is a e concrete foundation wall and wooden application.By it i the f on. y placing into e space or (Optional)Z-COVering "galvalume".Ithasaminimumopeningofll8inch, the t fdti lld the d li galvanized steel plate conforming toASTMA192 which provides efficient underfloor ventilation while sill plate to provide natural airflow around and the anchor bolts,it will also function as the called'galvalume:It acts as the cover for the Joto- The Z-Covering is a galvanized steel late through the entire perimeter of the crawl space. Reinforcement-block against vertical load. 9 9 P also providing an insect prevention.By combining Vent and the seat for the exterior wall sheathing. conforming toASTMA792 called"galvalume'. with Z-Covering with smaller protruding dimensions The Net-Free Ventilation Area(NFVA)is 11.03 (Contact us for details or our supporting letter for B installing g g P g in'/ft.When installing,leave at least 1 inch engineers.) y taldr it bottomed a of iothe wall,it Withal-inch protrusion,it can maximize the (sold separately),it can minimize the impact on the g� g ) acts asadripedgeto prevent deteriorationofthe ventilation performance of the 2x6 Joto-Vent. aesthetic appearance while preventing deterioration of clearance between the foundation and the siding.The slat opening on the back side plays of the bottom edge ofthe siding.This Insect siding or the back of covering to avoid blacking a role as an insect prevention,the minimum Prevention Strip is IMES approved. underfloor ventilation. opening is 1/8 inch,and it is approved by ICC-ES. For ment Use I Moverlr�Q trisect Prevemion Strip 2x6 Joto-Vent For For NOANecrumi-covering (EAC-O-IOJ fJIP-2 101 fJVS-26CVl Use (JAC-2-lOJ 2x6Joto-Vent (Net-free Ventilation Area(NFVA):11.03in21ft) Architectural-covering JVS-26CV ® JAC-2.10 Productoo. JVS-26CV Product no. JAC-24"K All platy 2x6.2 x8 Disuro.A., 10'(3,030mm) • t CeledpR»m Black _ 41er Black , -- ? Dloraosloos 6'a Tx 1.12'(150014.5x39mm) llwly� Malodal 281aug.gA aniz dstool • 7_ f (colored gdv.lume) MabdRl JC i - _ Oporal -22'E to+104'F ,? �,„„ b.....aade.e.r co.en Psckag. 10 piaces/her hmpefalKM (.30Yto+40'C ' Mila.mlalatllotlen opening 1/8itah • E3B ) Pa[lugla 8 piaceslboz TECHNICAL SPECIFICATION • Accessories Product No Package PookaemprosolooloodferJe1s4loot JVS. • K(Mopprelaedmaalmumalloreblo 2601: wmpresdeo lood for Joto-Vant JVS-26M OuWde wrR6r JAC-2-CO-BK 5pieces/box Appmr.114000lb/plece(38000p8•) 4180 PH* 'plf-pounds per linear foot Irrdde wrlaar JAC-T4]BK Spiess/box 3olart we.r JAC-2 CBK 20 pieces/box •Soo our ICC-ES mports for mom details. Udrap JAC-2-ECBK 5sets1bos • _ Insect Prevention Strip Ouwde Cowan Maid.Carnoc Marc— Endup JIP-2.10 Product,.. AP-2.10 Installation Diagram Dlma.do,s 10'(3,030mm) Color Black Maad.l 2".ug.g.hanizeddeal Option 1:With Insect Prevention Strip Option 2:With Architectural-covering (colored gahalume) P Package 10Piecesl6or --..sues PreKeooe sumo ,. rr no Mln.wntllatloRoP.0lp 118inch noon Loire / Floor lolse (Optional)Z-Covering o '� EAC-0.10 �E E Insect Prevention 5tripl 0sB Architectural Cover .e OSR Product M. UC4104K 1-zo AC DlmRsions 10'(3,030mm) Color Black Joto-Vent sums-z SNP.. I'^n JOto-VeM 1V5-ucV klalorlal 281euge 9.1—ued steal (colored gahalume) ►skag. 10 piaeslLoY ) ��-- M con Gap 1/e 3mm ea$ •••....•trwa+np clan E a. _`� M t'125mm1 oceto cower Accessories for EAC-0.10 Product No Package Ou4lM wroer EAC4CO-BK 5pieces/box Wall.wmor EAC-04M 5 plx.ub.. Jdotcouar EAC4ICBK 20 ocaslboY Cor Vent tallation:mtThe e 'ge Drone Pi +' JOto-Vent' slignlN potnding from the ERdwp EAC4EC.BK 5sets/box 1—dabon. etl0e OuWde Coraor IRdd.Consular Joint Calmar Wrap .O _ f r� ft � � hg� .�7.➢r y� S2 Slab Crawl Spat QPI (Garage) ' xF ption 1 1 x6Joto-Vent ® � r. p® primary p (Optional) irtightJoto-Vera M Architectural-covering Insect hreVelition�'I The rima component of the Joto- ..L The Joto-Vent Insect Prevention Strip is Vent is a molded calcium carbonate and ReilllVrcement-block ® e KPK-N140U AirtightJoto-Ve 1 's c:r One of the components required for a galvanized steel plate conforming to polyolefin resin composite.The Joto-Vent proved design of the Joto-Vent Air- the Joto-Vent System O.The Joto-Vent ASTM A792 called'galvalume:It has a is placed between the concrete foundation The primary use is to provide more ocking.It is used to create an air barrier Architectural Covering is a galvanized steel (Optional)Z-Covering minimum opening of 1/8 inch,which wall and the wooden sill plate to provide reinforcement against the compression tween the garage and crawlspace and plate conforming to ASTM A792 called The Z-Covering is a galvanized steel provides efficient underfloor ventilation natural airflow around and through the point at the foundation where a heavy a so can be used for slab on grade and galvalume.it acts as the cover for the plate conforming toASTMA792called while also providing an insect prevention. entire perimeter of the crawl space.The vertical load from a post is applied. try areas.Use of the Airtight Joto-Vent Joto-Vent and the seatfor the exterior wall By combining with Z-Covering with smaller Net-Free Ventilation Area NFVA i "galvalume'.With a 1-inch protrusion, ( )s4.81 Consult with a structural engineer for lows or continuous use o the Joto-Vent sheathing.By installing it to the bottom it can minimize the impact on the protruding dimensions(sold separately),it in'/fL When installing,leave at least 1/2 advice on how best to use the block. d consistent height around the entire edge of the wall,it acts as a drip edge to aesthetic appearance. can minimize the impact on the aesthetic inch of clearance between the foundation rimeter of the foundation when used prevent deterioration of the siding.The slat appearance while preventing deterioration ith the Joto-Vent.EPDM Foam strips and opening on the back side plays a role as an of the bottom edge of the siding.This and the siding or the back of covering to c nnectors on each end have been added insect prevention,the minimum opening is Insect Prevention Strip is IMES approved. avoid blocking underfloor ventilation. create an even tighter seal. 1/8 inch,and it is approved by ICC-ES. r_nU nmmv • .. IF�c Architectural-covering KP-L150U ® WACF-U45 (Net-Free Ventilation Area(NFVA):5.73in2/ft(121Crn2/M)) product no. KP-115140 Product we. WACF-U"AVr/BK Sill plate 2x6,2 x8 f �. Dlmenilens 1.3/4'00'(45x3030mm) Colorlpactem Black color WhnelBlxk Dimensions 6'x3'x314'(150x908x20mm) O O� Mmarial 28yauge 9.1—edsteel als Material JC (colored galvalume) leakage 20 pieceslbox - l package 10 pixeslbox TECHNICAL SPECI FICATION Min wnEllatlonopening 1/8mch • Uhlmat.ecrrrpmsslonloadfor J.1.11.t - ICC-ES approved maximum allowable KP-1.75011: compression load for Jot°-Vent KP L15OU: Approx.168D001b1pixe(56D00p1f•) 7140pB- Accessories for WACF-U45 Product No Package •S...urlCC-ESreportslordetaih. •plf—pounds per linear foot _ Outsidewmer WACF U45CO Wf/BK 5pieces/box i Insidecorner WACF.U45CI.Wf/BK 5pieces/box - Optlona i ig t o o- ant , Miritmrer WACF-1.145JOWfIBK 20 pixestbox Wrap WACF.U45EC.WrIBK 5setslbox KPK-N140U ® =1 Right WACF.U45VCRAWr/BK 10 seWbox Product no. KPK-N74011 Oratsid.C.m.r Inside Comer blattever Endcap Vertic.l comer cOr°°r leh WACF-U45VCILWfIBK 10seWbox Sill plate 2x6 - C.Iddlinttem Black Insect Prevention Strip Din--I..s 5.1/2'x 1's 314'f140 s 908 x 20mm) A. Material JC,EPDMFee. KIP-1.10 Packing. 16 pixesibox(2 EPDM Foam Pads - TECHNICAL SPECIFICATION included) Product.o. KIFII.10 r....._._,`., Dimensions 10'(3,030mm) •Ultimate rompresslonloadfor Airtight KC-ES.ppiored—lenumnllowed KPK-N740U: compression loadfor Airtight KPK- / Color Black Approx.69060 Alf' N1400:8703 pN• Material 28-gauge galvanized steel •SeeeurlCC-ESreportsfordetails -plf—poundsperhn...foot - (robrad galwlume) w•te In.pPreveonwr smP Package 10 pieces/box � enti.vtetiono (Optional)Reinforcement-block Min p.ni mg 118 mch KP-LRB150 ® (Optional)Z-Covering Product no. KP4.BB750 Designed fai use with III 50U EAC-0.10 Colorlpattem Black Product no. 11041K Dimensions 3.11116'x 1314'x 3/4' Dimensions 10'(3,030mm) air.«membi«x Material JC Color Black .m Package 50 pix.slb°x f Material 28-gaugegalvanized rtael •ConsuA wifharegistoreddesgn prdetsianalloredvice on haw Allowable load 5,47016s• (colored gaivalume) best to use fire Werk. per block Package 10pixes/box Z[.wnng ( ptiona },loto- ent ension Strip KP-L60UH Accessories for EAC-0.10 Product No packing. a product no KP1.601111 Outsid—mer EAC-OCO.BK Sin—firox Colodpatt•rn Black lrod.rorner .1.-BK 5pixes/box Dimensions 2.114'x3'x314'(59x908x20mm) met rowr EACOK-81K 20 pixeslbox a. Material JC Eii EACOEC.BK 5setAco, lib.~lF3ikr6e38V4dG...3xt-:. ..F.T�tF,;( ' ss+w°nws Package 20 pieas/bax I* Outride Corner Inside Comer Joint Corer Endcap •the KPd60Uh Extension Strip ham optional accessary to be used with the KP.L ISOU to provide additional support on the inferior side at 8'loundafions using a 200sill late.ibis product is not currently certified urmeaotto be used as a sbucturalmember. Installation Diagram Option 1: With Insect Prevention Strip Option 2: With Architectural-covering • • �Sole'Plate. SolePlate�// Floor Joist Floor Joist / 5 0// �E� E Insect Prevention Str�p ose Architectural Coveri g oss Insect 10 WACF-U45 Neeaa to be ,Y JULU-Vent KP-L150U,LdbypSiII Plate eremper SiII,Plate/ v Joto-Vent KP-L150U, KP-L102U,KP-L120U na KP-L102IJ KP-L120U i oven ° ° 1flaM1ln 1wYabk° Chalk line O ONbna12 ' j Chalk line o a o o cMaximum,Gap 1/8"(3mm) onlind tlon Co re Minimum l/27(12mm) C crete Fo �.orWder ric � o Fti ndation0 0 O Joto-Ven The edge of the Joto-Vent is slightly protruding from the foundation. • 0 edge E E E E b Reference diagrams for dropped floor applications optional LYten,o Strip Sill Plate 2 x 10 Joto-Vent epm-1 E.,e ion Strip Sill Plate 2 x 10 Joto-Vent Archhe t—kover ArchRe ..l cover nq 1,Inwkoon Insulano Mlrc - r ium I 'I�Mmml V- InsWtbn kb O s somml O'0 �II ml FI rhlst o O_p '. O QI�, O O . ISO .O'C�O' CJ _ .0 O rete Foundation O � Concr to Faunda�n p O r,n<�Bj'� O Q O 4 p p O Q O p O oap a o o-a o�.o Floor Joists Parallel to the 8'Foundation wall Floor Joists Perpendicular to the 8'Foundation wall 1