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BLD2022-00161 Final SFR ADV2022-00010 - BLD Inspections - 12/20/2023
INSPECTION CARD Mason County 615 W. Alder St. Bldg. 8, Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us PERMIT# BLD2022-00161 PROJECT ADDRESS 60 NE Captain Hook Dr Belfair, WA 98528 PARCEL # 123315100025 PROJECT DESCRIPTION NEW SFR W/ATTACHED GARAGE OWNER RJ PEABODY INC ADDRESS PO BOX 565 PHONE 1.253.514.3915 CONTRACTOR RJ PEABODY INC ADDRESS P O BOX 565 PHONE 360-895-3235 CONTRACTOR LICENSE RJPEAP1861DU LENDER INSPECTION INSP DATE Comments INSPECTION INSP DATE Comments Setback Inspection L Framing Inspection '1- Footing Inspection V Rough- Plumbing Inspection 2 Foundation Wall-Pre-Pour Mechanical Inspection L Underfloor Inspection lInsulation Inspection BLD-Final Inspection Shearwall Inspection ��r•ct� �a,� ti0-S � Z � �--� I MASON COUNTY 360-427-9670 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.co.mason.wa.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: ,��t ADDRESS/LOCATION:( FINDINGS• , ` rl `C � C 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. 'ercall 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: 1j -��j�..� Please contact our office regarding possible Department: structural damage incurred by recent natural/man made"disasters.This is NOT a Inspector:. D 1(Irl CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 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 CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER: ZrrOZZ O ADDRESS/LOCATION: C� CA-pAat V-) V6 L. FINDINGS: 0 hk CW 0,0i On 2 - � r r . 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. >�Iake corrections, items ill be checked on the next inspection. �K to Date: t�- Z.2 ❑ Please contact our office regarding possible Department:S 5� structural damage incurred by recent 1` "natural/man made"disasters.This is NOT a Inspector: (��( Y ►S CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 COMMUNITY SERVICES 36 60-82-2 9Eimaext.33 2 Building, Planning, Environmental Health,Community Health • 615 W. Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTION/INSPECTION REPORT PERMIT/CASE NUMBER:']\6 Tjj ADDRESS/LOCATION: (D N CXc�.rpp1� Y-. FINDINGS• ` C -t'� 1 C y- (,l,Y� C) U r ' vI �- vj C� n-t ` v-e 4,zsc-,\ a\\ Qay-,cun c2y: c� O nlnc�rr �S ►5 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. 'gOK to—T CEn&� OCCyp�l Q n a C�o n-e- Date: - -2Z ❑ Please contact our office regarding possible Department: V5 0> structural damage incurred by recent Inspector: _ p✓r i.s natural/man made" disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 kr1v ' Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us F 2022-00161 NEW SINGLE FAMILY RESIDENCE ECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE ISSUED: 04/19/2022 ADDRESS: 60 NE CAPTAIN HOOK DR BELFAIR EXPIRES: 10/16/2022 PARCEL: 123315100025 APPLICANT: RJ PEABODY INC OWNER: RJ PEABODY INC PO BOX 565 PO BOX 565 BURLEY,WA 98322 BURLEY, WA98322 1,253,514.3915 GENERAL CONTRACTOR'S LICENSE: RJ PEABODY INC License: RJPEAP1861 DU P O BOX 565 Expires: 12/29/2022 BURLEY, WA98322 360-895-3235 VALUATIONS: FEES: Paid Due Covered Deck/Carport 62.00 $1,364.00 State Fee-Residential $6.50 $0.00 R-3 VB Residential, one- 1498.00 $222,198.34 Planning Review Fee $240.00 $0.00 and two-family Mechanical Base Fee $30.00 $0.00 U VB Utility, miscellaneous 480.00 $28,742.40 Technology Surcharge $72.01 $0.00 Building Permit Fee $2,029.44 $0.00 Plumbing Fees $124.00 $0.00 Mechanical Fees $73.00 $0.00 Plan Check Fee $1,319.14 $0.00 Building Plan Review/Change of $125.00 $0.00 Use - Onsite Sewage Plumbing Base Fee $25.00 $0.00 Total: $252,304.74 Totals : $4,044.09 $0.00 FIXTURES (sty Mechanical Fixtures ,ty 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 Ductless Heat Pump 1.0000 Number of Dishwashers Printed by:Ariane Paysse on:04/19/2022 01:57 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 NEW SINGLE FAMILY RESIDENCE BLD2022-00161 City Mechanical Fixtures Get Plumbing Fixtures 3.0000 Spot Vent Fan(s) 1.0000 Number of Kitchen Sinks 1.0000 Number of Water Heaters and or Vent 2.0000 Number of Bath Tubs 2.0000 Number of Showers 2.0000 Number of Toilets 3.0000 Bathroom Sink REQUIRED INSPECTIONS Setback Inspection Framing Inspection Footing Inspection Rough- Plumbing Inspection Foundation Wall-Pre-Pour Inspection Mechanical Inspection Underfloor Inspection Insulation Inspection Shearwall Inspection BLD-Final Inspection CONDITIONS " 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. Printed by:Ariane Paysse on:04/19/2022 01:57 PM Page 2 of 7 `D C'.P Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 H ` Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2022-00161 * 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. * 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. * 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 181B-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. * 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). * 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. * 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. Printed by:Ariane Paysse on:04/19/2022 01:57 PM Page 3 of 7 Mason County Mason County - Division of Community Development �11 615 W. Alder St. Bldg.8 arN `� Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2022-00161 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. 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. ' The foundation/footing must be placed on undisturbed, firm-native soil. 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. 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. " 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. " 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. " 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. " 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. All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. • All property lines shall be clearly identified at the time of foundation inspection. * Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28 and 14.17. . All 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 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. Printed by:Ariane Paysse on:04/19/2022 01:57 PM 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 BLD2O22-00161 " 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. Carbon monoxide alarms, listed as complying with UL 2075 shall be installed in accordance with manufacturer specifications and in accordance with IRC Section R315. Alarms shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling. EXISTING DWELLINGS shall be equipped with carbon monoxide alarms when alterations (including addition or alteration of fuel burning appliances), repairs, or additions requiring a permit occur, or when one or more sleeping rooms are added or created. A 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. * 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. 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. " When parcel development requires direct access to state road(s), a Road Access Permit or Approval must be granted and approved by the Washington State Department of Transportation. For more information contact Washington State Department of Transportation, at (206)357-2620, ext. 630. All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. Printed by:Ariane Paysse on:04/19/2022 01:57 PM Page 5 of 7 0 P Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 -„1 Shelton, WA 98584 - 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2022-00161 " 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. 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. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. 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. " 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. 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. A separate inspection in addition to the inspections required in the IBC, Section 110 shall be required in accordance with the 2018 IBC, Section 1705.12.2 and Section 1707.1. The additional inspection is required when shear wall fastener spacing is required to be 4 inches or less. The shear wall schedule shown on sheet D1 designate wall(s)type Portal Frame Wall and Mud Sill with fastener spacing 4 inches or less. The required inspection may be performed by the Mason County Building Department, a WABO certified inspector, certified to inspect lateral connections, the Engineer of record (EOR), or an authorized representative of the (EOR). The special inspectors duties and responsibilities shall be as specified in Chapter 17. When a third party inspector is used to perform the inspection, special inspection reports shall be submitted to the Mason County Building Department, 615 W Alder St, Shelton, WA98584 and also available on site for review by the Building Official. Inspection reports shall be completed and submitted to the Mason County Building Department in a timely manner and shall be submitted prior to the framing inspection of said project. " On-site Septic System final installation approval required prior to temporary/final occupancy of the residence. • Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is obtained Printed by:Ariane Paysse on:04/19/2022 01:57 PM Page 6 of 7 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 a.Nr Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2022-00161 " Applicant/ Owner assumes all responsibility if On-site Sewage Components are encumbered. A.) Drainfield/ Reserve requires a 1 Oft setback from all footing/foundations. B.) Septic tank(s) requires 5ft setback from all footing/foundations. C.) No foundation/Perimeter Drains within 30ft,down gradient of Drainfield/ Reserve area. D.) No Cut Bank(s) (greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/ Reserve area. * PLANNING SETBACKS Front: 10' (ADV2022-00010), Rear: 20', Side 5'(ADV2022-00010). Subject to EH Setbacks I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: #k;ie Al?2sse Contractor or Authorized Agent: % Date: Printed by:Ariane Paysse on:04/19/2022 01:57 PM Page 7 of 7 May 11, 2022 OUT Engineering Report: 2022.005 Client: RJ Peabody INC Site: Parcel# 12331-51-00025 Mason County, WA Plan Name: Thomasl9 Regarding: Portal Frame Stem Wall Request for Support To Whom It May Concern, I have provided the lateral & gravity load engineering for the Thomasl9 plan being built by RJ Peabody INC located at Parcel# 12331-51-00025 Mason County, WA. At the request of the builder I have reviewed a plan option of using a 48" tall concrete stem wall in lieu of the 24" max height specified on detail 5/D1 of my original engineering. To support this option builder is to follow attached Raised Stem Wall for Portal Frame detail. See attached f r it for additional information. D�g,ERTWW Jesse R. Rout ley 5.11.2022 2022.005 �•cx, GISTE2�' This report is the professional opinion o not intended to allow the builder to disregard Code requirements,change agreements with the perform work outside the approved permit. Any schedule or cost impact is the responsibifity of the builder and/or owner. This report does not allow changes to the approved plans-it addresses the impact of the proposed alternate methods to the engineering only. The Building Inspector,not the engineer,has the authority to allow field changes,alternate methods,and fixes to the approved plans. The engineer provides an opinion only and not the authority. 1 of 2 12 O CONTINUOU5 HEADER EXTENDED OVER SHEAR 2 ID WALL5. 51ZE PER PLAN O NAIL 1/16" 055 5HEATHIN6 PER FOUNDATION DETAIL TO ALL FRAMIN6 z MEMBER5 U51N6 8d W/3" GRID PATTERN 0 9 O (2) 5/8" ANGHOR BOLTS LN 5 W/ l" EMBED W/ MIN II _z 3"x3"x.22G" PLATE WA5HER d DBL BOTTOM 6 0 0 0 0 � O PLATE ® HOLDOWN PER PLAN PLAN VIEW (5THDI4 5TRAP 5ERIE5 6ARA&E CORNER 5TEM WALL 5-{OKN) O5 (6) #4 VERTICAL REBAR HOOKED INTO FOOTIN6 24 MINIMUM EMBED LENGTH n n 4 © #4 BAR HORIZONTAL TIES PER FOUNDATION DETAIL ® W O.G. 3 W STEM WALL REQUIRED III IIII III � III IIII III 9 ® #4 BAR GONTINUDU5 36" III IIII III ry 5 AROUND CORNER E.W. III IIII 111 .III IIII I 5 ® (I) #4 VERTICAL REBAR IN III IIII III 6 0 0011 0 o a� O CONCRETE RETURN I==F--IiT III IIII III 36"x36"XS" FOOTING III IIII III PLAN VIEW (U.N.OJ 46_==I 6 GARAGE CENTER 5TEM WALL III IIII III (D 10' MAX PORTAL FRAME III IIII III I HEIC7HT III IIII III I=_T_=d 12 WIDTH PER PLAN III IIII III 111i— 10 III IIII III uu u u uu 36" MIN 10 ELEVATION VIEW 6ARA6E GORNER 5TEM WALL RA15ED STEM WALL FOR PORTAL FRAME May 13, 2022 LEY Engineering Report: 2022.00513 RTE,., �I W,, Client: RJ Peabody INC Site: Parcel# 12331-51-00025 Mason County, WA Plan Name: Thomasl9 Regarding: Expanded Footing Clarification Request for Support To Whom It May Concern, I have provided the lateral & gravity load engineering for the Thomasl9 plan being built by RJ Peabody INC located at Parcel# 12331-51-00025 Mason County, WA. At the request of the builder I provided an engineering report 2022.005A dated 5.1 1 .22 for using a 48" tall stem wall at the garage fronts in lieu of the 24" max stem wall originally engineered. Upon review I have determined the specification for the 36"x36"x8" expanded footing may be omitted. The specific lateral loads at the portal frames are engineered at 14% of their maximum design capacity. The need for the expanded footing is not necessary for this project in question. w {v o� G� Jesse R. Routley .`�� G0 5.13.2022 2022.0056 12�9��i �I�NAL �yG This report is the professional opinion of the Engineer and is not intended to allow the builder to disregard Code requirements,change agreements with the owner,or perform work outside the approved permit. Any schedule or cost impact is the responsibility of the builder and/or owner. This report does not allow changes to the approved plans-it addresses the impact of the proposed alternate methods to the engineering only. The Building Inspector,not the engineer,has the authority to allow field changes,alternate methods,and fixes to the approved plans. The engineer provides an opinion only and not the authority. county stamp N w � s e1340 el 341' 12 6 � Designer Stamp 3 8' el 339' 10, O O 100/ Designer Info: TH tubout el 335' Reserve ar a r Jim Zimny Proposed APD 3 bedroom Home 20 a, 7178 Windflower PL NW TH# 60' Seabeck,WA 98380 5 _ 0 APDdesigns@icloud.com O 0 01 � TH#1 Applicant Info: RJ Peabody INC #123315100025 17, 4% jop �\ ,a (oo nE el 340 * \\v Date: 136' - 12/16/2021 10, -H #1 MLri s►dt Page d�c.� S 18 brown sandy loam TH #2 S c�Y�0.cv 314_0 bt t-es TH #3 el 338 L8-57" Med loamy sand 0-23 brown sandy loam _orn action 0-24 brown sandy loam p 23-56" Med loamy sand 18-56" Med loamy sand Scale EH SETBACKI�ompaction 1" = 20' EH APPROVED A)Drainfield/Reserve requires 10'setback from footing/foundations B)Septic tank(s)requires 5'setback from all footing/foundations Q No foundation/perimeter drains within 30'down-gradient of drainfiield/ reserve area04/13/2022 D)No cut(s),bank(s)(greater than 5'&over 45 degrees)within 50' Name�j `' � �, Parcel# la 331 51 C)OD25 BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code, Title 14, Chapter 14.48 a stonnwater site plan is required whenever a building application is made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface 2. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 'Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater. Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area "All dimensions in feet Buildings X = X = Measurements for buildings are taken at the X _ perimeter of the farthest projections (example: eaves/gutters) X = Driveways 0 X = V p X = Length of drive begins at the right of way X = Parking Areas X = X = Any paved, gravel or packed area per definition above table X = Patios/Walks X = X = Any paved, gravel or packed area per definition above table X = Others X = X = If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area(sum of all areas) If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read, acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet, please read, acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 f min `�(I Parcel# 17321 S 1 6(}c 2 S B L D 0� —C ICJ/�� RECEIVEE UILDIN Mason County B Department of hind - 9 2�22 De Community Development P tY P Small Parcel Stormwater Management Application/Works1kgg4p%#,? pkgAt Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14, Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction. A complete copy of the ordinance can be found on the Mason County website: http//www.co.mason.wa—us/code/commissioners/index.htm Please follow the links to"Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A),�The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples. (Section 14.48.130)contact Public works at: Phone: (360)-427-9670 EXT.450 Mail:P 0 Box 1850,Shelton WA 98584 Physical: 415 N 6th St, Shelton WA 98584 If this development has,or will have,a septic/drain8eld system you may need to contact 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.Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT. 352 Mail:P 0 Box 1666, Shelton WA 98584 Physical:426 W Cedar St, Shelton WA 98584 A condition will be added to the building permit that states,in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. XY&a Own /Agen ontractor(circle one)Date: Page 2 of 2 s BUILDING \ MASON COUNTY COMMUNITY SERVI _ Nder street / Building,Planning,Environmental Health,Community Health These requirements apply to all IRC building types, including detached one-and two-family dwellings and multiple single-family dwellings(townhouses). Contact Information Project Information wners.Ame: Site Address: / 1 MaiOling Address: S &ac I�J-cu W YA Parcel Number: � Square Feet total): 1a Ventilations Compliance: Whole House Ventilation system C Whole House Ventilation using exhaust fans&window or wall Integrated with a Forced Air fresh air vents(M1507.3.4) System(M1507.3.5) Other,describe: Instructions:This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings:Table R402.1- Insulation and Fenestration Requirements by Component,Table R406.2-Fuel Normalization Credits and 406.3- Energy Credits. All Climate Zones(Table R402.1.1) R-Value a U-Factor a Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC b,e n/a n/a Ceiling a 49 i 0.026 Wood Frame Wall g-h 21 int 0.056 Floor 30 0.029 Below Grade Wall -h 10/15/21 int+TB 0.042 Slab d f R-Value&Depth 10,2 ft n/a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity that is less a than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. "10/15/21+5TB" means R-10 continuous insulation on the exterior of the wall,or R-15 continuous insulation on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21+5TB"shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See Section R402.2.9.1. Prescriptive Path—Single Family 2018 Washington State Energy Code-R For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g climate zone 5 of ICC 400. Int.(intermediate framing)denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center,78%of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits)to achieve the following minimum number of credits.To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit:6 credits All dwelling units that are not included in #1 or 43 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3(Single Family),on page 4. Summary of Table R406.2 Heating Credits-select ONE Options Fuel Normalization Descriptions heating option User Notes 1 Combustion heating minimum NAECAb 0.0 ❑ 2 Heat pump' 1.0 ❑ 3 Electric resistance heat only-furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 5 All other heating systems -1.0 ❑ Energy Credits-select ONE Options Energy Credit Option Descriptions energy option from each p _ category d 1.1 Efficient Building Envelope 0.5 ❑ 1.2 Efficient Building Envelope 1.0 1.3 j Efficient Building Envelope 0.5 ❑ 2.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.la High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.3' High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 3.5 High Efficiency HVAC 1.5 ❑ 3.6' High Efficiency HVAC 2.0 ❑ Prescriptive Path-Single Family 2018 Washington State Energy Code-R 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 I High Efficiency HVAC Distribution System T 1.0 ( ❑ 5.1d ^Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ _ 5.4 Efficient Water Heating 1.5 ❑ 5.5 1 Efficient Water Heating 2.0 5.6 Efficient Water Heating 2.5 ❑ 6.1° Renewable Electric Energy(3 credits max) 1.0 ❑ 7.1 Appliance Package 0.5 ❑ Total Credits Li a. An alternative heating source sized at a maximum of 0.5 W/sf(equivalent)of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4)orC403.3.2(5) c. Equipment listed in Table C403.3.2(1)orC403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category 5.Option 5.1 may be combined with options 5.2 through 5.6.See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually,up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. Please print only pages 1 through 3 of this worksheet for submission to your building official. Prescriptive Path—Single Family 2018 Washington State Energy Code-R DATA:M-SERIES � • , � � • 000MITSUBISHI WALL-MOUNTED Job Name: System Reference: Date- . —_--J Indoor Unit: 'd®� Strom Outdoor Unit: MSZ-GL09NA 615 W. A Wireless Remote Controller Log ❑MUZ-GL09NA-U2 BUILDIN ❑MUZ-GL09NA-U8 i._ GENERAL FEATURES • Slim wall-mounted indoor units provide zone comfort control • The outdoor unit powers the indoor unit,and should a power outage occur,the system is automatically restarted when power returns • INVERTER-driven compressor and LEV provide high efficiency and comfort while using only the energy needed to maintain maximum performance • Multiple fan speed options:Quiet,Low,Medium, High,Super-high,Auto Multiple control options available: -Hand-held Remote Controller(provided with unit) -kumo cloud®smart device app for remote access -Third-party interface options -Wired or wireless controllers Quiet operation • Smart Set:recalls a preferred preset temperature setting at the touch of a button • Blue Fin anti-corrosion treatment applied to the outdoor unit heat exchanger for increased coil protection and longer life Specifications are subject to change without notice. ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. SPECIFICATIONS: 1 • 1 ' ► Maximum,Capacity BTU/H 12,200 Rated Capacity BTU/H 9,000 Minimum Capacity BTU/H 3,600 Cooling' Maximum Power Input W 1,050 Rated Power Input W 585 Moisture Removal Pints/h 1.5 Sensible Heat Factor 0.82 Power Factor % -U1/2:86/86-U8:92/92 Maximum Capacity BTU/H -U1/2:15,900-1.18:14,100 Rated Capacity BTU/H 10,900 i Heating at 47°Fz Minimum Capacity BTU/H 4.500 Maximum Power Input W -U1/2:1,250-US.1,070 Rated Power Input W 720 Power Factor % -1.11/2:90/90-U8:95/95 Maximum Capacity BTU/H 4U7/2:10,900 4A:9,400 Heating at 17°F 3 Rated Capacity BTU/H -1.01/2:6,700-U8:7,000 Maximum Power Input W -1.11/21,060-U&790 Rated Power Input W 630 r 5*F4 ting at Maximum Capacity BTU/H 8,170Maximum Power Input W 850 eating at-4°F5 Maximum Capacity BTUM 6,860 SEER 24.6 EER1 - 15.4 HSPF(IV) 12.8 Efficiency COP at 47°F2 4.44 COP at 17°F in Maximum Capacity3 2.82 COP at ST in Maximum Capacity4 2.82 ENERGY STARe certified units(ENERGY STAR products are third-party certified YES by an EPA-recognized Certification Body.) Voltage.Phase,Frequency 208/230V,1 phase,60Hz Guaranteed Voltage Range VAC 187-253 Voltage: Indoor-Outdoor,S1-S2 V AC 208/230 Electrical Voltage:Indoor-Outdoor.S2-S3 V DC 24 Short-circuit Current Rating(SCCR) kA 5 Recommended Fuse/Breaker Size(Outdoor) A 15 Recommended Wire Size(Indoor-Outdoor) AWG 14 MCA A 1 MOCP A 15 r1ndoornit Blower Motor Full Load Amperage A 0.76 Blower Motor Output W 30 Airflow Rate at Cooling.Dry CFM 399-321-237-170-145 Specifications are subject to change without notice. ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. SPECIFICATIONS: 1 • iMUZ-GL09NA Airflow Rate at Cooling,Wet CFM 364-286-201-134-109 1 Airflow Rate at Heating,Dry CFM 406321-237-170-145 Sound Pressure Level(Cooling) dB(A) 43-37-30-22-19 Sound Pressure Level(Heating) dB(A) 43-37-30-22-19 Drain Pipe Size In.(mm) 5/8(15.88) Heat Exchanger Type Plate fin cord External Finish Color Munsell 1.0Y 9.2/0.2 W.In.(mm) 31-7/16(798) Unit Dimensions D:In.(mm) 9-1/8(232) H:In.(mm) 11-&8(295) W:In.(mm) 33-1/2(850) Package Dimensions D:In.(mm) 12(300) H:In.(mm) 14(350) Unit Weight lbs.(kg) 22(10) Package Weight - Lam.(kg) 26(11.5) Indoor Unit Operating Cooling Intake Air Temp(Maximum/Minimum)* -F 90 DB,73 WB/67 DB,57 WB Temperature Range T Heating Intake Air Temp(Maximum/Minimum _ ) °F 80 DB/70 DB MCA A 9 MOCP A 15 Fan Motor Full Load Amperage A 0.5 Fan Motor Output W 55 Airflow Rate CFM 1,229/1,172 Refrigerant Control LEV Defrost Method Reverse cycle Heat Exchanger Type Plate fin coil Sound Pressure Level,Cooling' dB(A) 48 Sound Pressure Level,Heating2 dB(A) 50 Compressor Type DC INVERTER-driven Outdoor Unit Compressor Model -U1:KN8073FRVMC -U2:KNB073FRXMC -U8:SNBO92FQANT Compressor Rated Load Amps A 6.7 Compressor Locked Rotor Amps A 7.7 Compressor Oil Type H Charge oz -U112:FV50S//9.1 -U8.FY50S#11.8 External Finish Color Munsell 3Y 7.8/1/1 Base Pan Heater Optional W.In.(mm) 31-1/2(800) Unit Dimensions D.In (mm) 11-1/4(285) H:In.(mm) 21-5/8(550) W.In.(mm) 37(940) Package Dimensions D:In.(mm) 14-15116(380) Specifications are subject to change without notice. ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. SPECIFICATIONS: 09 ; 09 • H:In.(mm) 24-13116(630) Unit Weight Lbs.(kg) 81 (37) Package Weight Lbs.(kg) 88(40) Cooling Air Temp(Maximum/Minimum)* °F 115/14 Outdoor Unit Operating Cooling Thermal Lock-out/Re-start Temperatures" °F -1/3 Temperature Range Heating Air Temp(Maximum/Minimum) °F 75/4 Heating Thermal Lock-out/Re-start Temperatures" °F -9/-4 Refrigerant Type R410A Charge Lbs,oz -U1/2:2,5-U8:2,9 Gas Pipe Size O.D.(Flared) In.(mm) 3/8(9.52) Liquid Pipe Size O.D.(Flared) In.(mm) 1/4(6.35) Piping Maximum Piping Length Ft.(m) 65(20) Maximum Height Difference Ft.(m) 40(12) Maximum Number of Bends 10 Notes AHRI Rated Conditions 'Cooling(Indoor H Outdoor) °F 80 DB,67 WB H 95 DB,75 WB (Rated data is determined at a fixed ZHeating at 47°F(Indoor//Outdoor) °F 70 DB,60 WB//47 DB,43 WB compressor speed) 3Heating at 17°F(Indoor//Outdoor) °F 70 DB,60 WB//17 DB,15 WB 4Heating at 5°F(Indoor//Outdoor) °F 70 DB,60 WB//5 DB,4 WB Conditions 5Heating at-4°F(Indoor//Outdoor) °F 70 DB,60 WB//-4 DB,-5 WB j*Applications should be restricted to comfort cooling only;equipment cooling applications are not recommended for low ambient temperature conditions. jSystem cuts out in heating mode to avoid thermistor error and automatically restarts at these temperatures. Specifications p are subject to change without notice. ©2020 Mitsubishi Electric Trane HVAC US LLC.AI I rights reserved. ACCESSORIES: 0• i Anti-allergy Enzyme Filter a MAC-408FT-E kumo touch"'RedLINKTM Wireless Controller o MHK2 Deluxe MA Remote Contrdlerl o PAR-40MAAU Simple MA Controller' a PAC-YT53CRAU-J 1 Touch MA Controller' o PAR-CTOIMA"B Wired Remote Sensor o M21-EAA-307 Wireless Temperature and Humidity Sensor o PAC-USWHS003-TH-1 System Control Interface2 o MAC-334IF-E Wireless Interface 2 o PAC-USWHS002-WF 2 Thermostat Interface o PAC-US444CN-1 kumo station® ❑PAC-WHS01 HC-E USNAP Interface o PAC-WHS01UP-E IT Extender o PAC-WHS011E-E BACnete and MODBUSe Interface o PAC-UKPRC001-CN-1 Lockdown Bracket for Hand-held Remote Controllers o RCMKPICB Blue Diamond Sensor Extension Cable—15 Ft o C13-103 Blue Diamond Alarm Extension Cable—6.5 Ft. o C13-192 Blue Diamond MurdTank—collection tank for use with multiple pumps ❑C21-014 Blue Diamond Rubber Foot Pads o F10-010 Mini Condensate Pump—230 volt application o S130-230 MegaBlue Advanced Blue Diamond Condensate Pump w/Reservoir&Sensor a X874835-110 to 250V MaxiBlue Advanced Blue Diamond Mini Condensate Pump w/Reservoir&Sensor(110V)up to 48,000 BTU/ o X87-711-110V H[recommended] Advanced Blue Diamond Mini Condensate Pump w/Reservoir&Sensor(20&230V)[recommended] ❑X87-721-208/230V MicroBlue Blue Diamond Mini Condensate Pump(110/208/230V)up to 18,000 BTU/H o X85-003 Fascia Kit for MicroBlue Pump-mounts the MicroBlue and sensor directly beneath the indoor unit a T18-016 Drain Pan Level Sensor o SS610E (30A/600V/UL)[fits 2-X 4-utility box]-Black o TAZ-MS303 (30A/600V/UL)[fits 2-X 4-utility box]-White ❑TAZ-MS303W Requires MAC-3341F-E 2 Allows indoor units to connect to an MA Controller Specifications are subject to change without notice. ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. ACCESSORIES: MUZ-GL09NA Air Outlet Guide o MAC-881 SG Drain Socket o MAC 86WS Optional Defrost Heater o MAC-640BH-U Hail Guard o HG 34 Outdoor Unit 3-1/4 Inca Mounting Base(Pair)-Plastic ❑DSD-400P i Condensing Unit Mounting Pad 16"x 36"x 3" o ULTRILITE1 Outdoor Unit Stand—12"High a QSMS1201M Outdoor Unit Stand—18"High o OSMS1801M Outdoor Unit Stand-24"High o QSMS2401M Heavy Duty Wall Mounting Bracket—Coated Steel o OSWB2000M-1 Heavy Duty Wall Mounting Bracket-316 Series Stainless Steel ❑QSWBSS 15'x 1/4"x 15'/318"Uneset(Twin-Tube Insulation) o MLS143812T 15 30'x 1/4"x 30'/3/8"Uneset(Twin-Tube Insulation) o MLS143812T-0 50'x 1/4"x 50'/3/8"Lineset(Twin-Tube Insulation) o MLS143812T-50 65'x 1/4"x 65'/3/8"Uneset(Twin-Tube Insulation) o MLS143812T-65 Specifications are subject to change without notice. ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. DIMENSIONS: 09 , Unit: inch 1/16x1 Oblopq bole 7/16x13/16 Oblosa hole Installation Plafe 3-1/8 8-7/ 8-7/8 1 118 31-7/16 30-15/16 114 o ` 6-118 6-1/8 9 1/8 2 3l 13-5/16 I -9/16 `1/8 3/16 Indoor unit rj 18 0ll hole 43 �j Installation plate -J LEI • ,� � Pi in 13/4 I ISl164 24 318 5-1/8 <'� 1 5/8 _— ^ q 3/16 '— Drain hose 2.5/16 3/4 —'N- — Air out — — — Insuladon e1-3/8 O.D a Liquid Itne ev419-11/16(Flared connecfion 91/4) 2-3/16 1 15/16_LL a Gasrme e3l816-15/16 13/16 (�00fman'° °M( U�),a112(15103TWH)Drain hose Insulation et-1/8 O.D Connected part e5/8 O.D Specifications are subject to change without notice. ©2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. MUZ-GL09NA Unit: inch REQUIRED SPACE "1 4 in. or more when front and sides of the unit are clear m m U aye �.01- /ho'e 15-3/4 j v Air in Drain hole 01-21/32(09/12/15 Btu/h) v Ain o `mo�g`2 t o rn �n.0 Or o r A O N N m.0 `- '2 When any 2 sides of left, right 1-9/16 and rear of the unit are clear Ai out 7/8 2-holes 3/8x13/16 Service panel 11/16 Handle Liquid refrigerant pipe joint co N Refrigerant pipe(flared)a 1/4 � N N rn r" Gas refrigerant pipe joint N m Refrigerant pipe(flared)o 3/8(09/12 KBTU/H) m o 1/2(IS KBTU/H) `- rn 1-29/3 5-11/32 -15/1 19-11/16 6-23/32 Bolt pitch for installation 31-V2 2-3/4 41t FORM#MSZ-GL09NA/MUZ-GL09NA-202003 Intertek Specifications are subject to change without notice. 0 2020 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. DIMENSIONS: 09 Unit: inch REQUIRED SPACE '1 4 in. or more when front and sides of the unit are clear m m U ore of e 15-3/4 j v Air h Drain hole 01-21/32(09112115 Btu/h) •s v Air in c v 1 mo�e•2 lq/n:: orl" -o 2 - i C/@ _a z m O C m._ '2 When any 2 sides of left, right 1-9/16 and rear of the unit are clear AF out `- 2-holes 3/8x13/16 7/8 Service panel 1/16Handle Liquid refrigerant pipe joint co Refrigerant pipe(flared)o 1/4 NGas refrigerant pipe joint Refrigerant pipe(flared)0 3/8(09/12 KBTU/H) Ln m o 112 15 KBTU/H) m 11-29/3 _ 5-11/32 -15/1 19-11/16 6-23/32 Bolt pitch for installation 31-1/2 2-3/4 n g Ifs ao a a-oo 1 1Q I • COMMERCIAL-GRADE Itho RESIDENTIAL ELECTRIC WATER HEATERS VOLTEXO HYBRID ELECTRIC till 9 2022 BUlLG HEAT PUMP WATER HEATER 615 W. Md.,ShW The Voltex Hybrid Electric heat pump water heater from A.0.Smith is the most cost effective energy-efficient option available for consumers who want to save money on their utility bills.Voltex can reduce water heating costs up to 73%and provide payback in 2-3 years.With annual savings of$305 or more,there is no better way to go green than Voltex. HOW DO THEY WORK? Absorb ambient heat from the surrounding air to heat water using a compressor and "Environmentally-Friendly" R134a refrigerant • Self-contained heat pump unit is integrated into the top of the tank • Multiple operating modes to maximize efficiency and performance QUALIFIES FOR MANY STATE AND LOCAL UTILITY REBATES- CHECK WWW.DSIREUSA.ORG INCREASED ENERGY EFFICIENCY DRY FIRE PROTECTION • Improved efficiency designed in,to ensure • Control system checks to ensure the available hot water at the lowest possible tank is full of water during start up to cost.Up to a 3.45 Uniform Energy Factor prevent dry firing the heating elements (UEF) Rating conserves energy and meets ELECTRONIC USER INTERFACE ENERGY STAR qualifications CHOICE OF OPERATING MODES • User-friendly electronic interface allows easy control of temperature setting, • Select from Efficiency, Hybrid,or Electric operating mode,and communicates modes to match heating requirements to diagnostics environmental conditions. . Easy to read temperature display(see • Hybrid mode automatically adjusts back)shows temperature in°F or°C between compressor and element, • Advanced diagnostics convey error depending upon heat requirements. messages for service purposes.The last • Vacation mode reduces operating costs four error messages are saved in the and provides freeze protection during control system memory. extended absence OTHER FEATURES BACKUP ELECTRIC ELEMENTS • Ideal for basements or garage • Long-lasting backup heating elements installations;the compressor transfers help heat water according to heat to the water while dehumidifying environmental conditions,demand,and and cooling the ambient air the chosen operating mode o Washable air filter is easily removed for COREGARD-ANODE ROD routine cleaning • Our anode rods have a stainless steel OPTIONAL AIR DUCT ADAPTER KIT core that extends the life of the anode rod allowing superior tank protection far . Permits installation in confined spaces ,., LISTED longer than standard anode rods SIX YEAR LIMITED WARRANTY • 66 and 80 gallon models have dual • For complete information,consult Aim.,alCERTIFIED anodes for added protection. written warranty or go to hotwater.com ©April 2019 A.0.Smith Corporation.All Rights Reserved Page 1 of 2 www.hotwater.com 1 900-527-1953 Toll-Free USA I A.0.Smith Corporation 1 500 Tennessee Waltz Parkway I Ashland City,TN 37015 AOSXE50006 *`, ��110SCOMMERCIAL-GRADE ® RESIDENTIAL ELECTRIC WATER HEATERS Model Nominal Rated First Hour Dimensions in Inches Approx. Number Ca aci Storage UEF Rating Shippingg Warranty p Ty Volume (Gallons) A B C D E Weight(Ibs) FPTU-50 50 46 3.42 66 63 22 40-5/8 3-3/4 40-1/2 196 6 FPTU-66 66 6/ 3.35 79 W 27 38 4 38 289 6 FPTU-80 80 82 45 84 69 27 46 4 46 307 6 Requires 30 amp breaker. Top T&P option not available. I vJ Wpb7.0 • EFFICIENCY LEA HYBRID MODE • ELECTRIC MM.4 hwr 9wM � vArvxx+ c�r.o+nr ELECTRONIC USER INTERFACE • User friendly,easy to read display. A • LEDs clearly indicate the current operating mode. • Easily select operating mode: B • Efficiency • Hybrid E • Electric • Vacation • Display communicates current status,mode and set point,and displays error messages when applicable. EFFICIENCY MODE • Utilizes the heat pump for all water heating. o • Automatically reverts to heating element if ambient air or water temperatures are outside optimal operating range for heat pump. HYBRID MODE OTHER FEATURES: • Utilizes the heat pump or heating element,depending on demand. • Sacrificial anode to protect against tank corrosion. ELECTRIC MODE • Environmentally-friendly non-CFC foam insulation. • Standard electric water heater operation. • Durable,enhanced-flow brass drain valve. VACATION MODE • CSA certified and ASME rated temperature&pressure relief valve. • One touch operation maintains tank temperature of 60°F OPERATING REQUIREMENTS: (15.6°C)during vacation or extended absence to reduce • Requires provision for condensate draining;if a suitable drain is operating costs and provide freeze protection. not available,a condensate pump is required. • Programmable up to 99 days. • 208/240 VAC 60Hz single phase 30 amp power supply. For Technical Information,call :11Corporation . make product or improvements ©April 2019 A.0.Smith Corporation.All Rights Reserved Page 2 of 2 www.hotwater.com 1800-527-1953 Toll-Free USA I A.0.Smith Corporation 1 500 Tennessee Waltz Parkway I Ashland City,TN 37015 AOSXES0006 MASON COUNTY COMMUNITY SERVICES Permit No:&2G&-7_4a66 �1 PERMIT ASSISTANCE CENTER: •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL rr /Tom'P"1 615 W.Alder Street,Shelton,WA 98584 RE C E N iN Phone Shelton:(360)427-9670 ext. 352•Fax:(360)427-7798 Phone FEB — 9 ���� Belfair:(360)275-4467•Phone Elma:(360)482-5269 BUILDING PERMIT APPLICATIOIC5 W. Alder Street PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: f L NAME: C4 1 NAME: MAIL G ADDRESS: MAILING ADDRESS: CITY: STAT ZIP: CITY: STATE: ZIP: PHONE#1: PHONE• _(aD���gLL: PHONE#2: EMAIL EMAIL: L&I REG# EXP.1a PRIMARY CONTACT: OWNER❑ CONTRACTOR OTHER Pvt CIF— NAME -ems EMAIL C . MAILING AD ESS C A 4 STATE ZIP PHONE'165 SILI �50 I S CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 233t '�) — 160i1�''L S ZONING LEGAL DESCRIPTION (Abbreviated FIRE DISTRICT SITE ADDRESS — is CITY r!_no (,e"A- h DIRECTIONS TO SITE ADDRESS r IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO ❑ SNOW LOAD: psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE ❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM ❑ TYPE OF WORK: NEW V ADDITION ❑ ALTERATION ❑ REPAIR ❑ OTHER ❑ USE OF STRUCTURE (Residence, Garage,Commercial Bldg,Etc.) S P z IS USE: PRIMARY V SEASONAL ❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES (Whole Bldg)�6 YES (Part[si of Bldg) ❑ NO ❑ DESCRIBE WORK Z l.J SQUARE FOOTAGE: (proposed) IST FLOOR sq. ft. 2ND FLOOR sq.ft. 3RD FLOOR sq. ft. BASEMENT sq.ft. DECK_sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE_sq. ft. Attached V Detached❑ CARPORT sq. ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAG5/SEWER SOURCE: SEPTIC SEWER❑ / NEW EXISTING PLUMBING IN STRUCTURE? YES NO ❑ If yes, attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES ❑ NO❑ EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal rP.nrACP.ntativA ranracantc that tha infnrmation nrnvidwi is nrriirnta anti nrantc RmnlnvaPc of Macnn(:minty arracc to fha nhnvP rlPcrrihtxi nrnnPrty days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON COUNTY CODE 14.08.42) X Signature of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MASON COUNTY COMMUNITY SERVICES Permit No: 'OD1�0i PERMIT ASSISTANCE CENTER: •BUILDING •PLANNING •FIRE MARSHAL REC E � � 615 W.Alder St-Shelton, WA 98584 www.co.mason.wa.us FEB - 9 2022 Phone Shelton:(360)427-9670 ext. 352• Fax:(360)427-7798 04i)" Phone Belfair:(360)275-4467• Phone E/ma:(360)482-52edl 5 W. Alder Street PLUMBING & MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR 1NFORMATI NAME:RA F&W NAME: eCJQ0 A 1 . e MAILING ADDRESS:M („ .t MAILING ADDRESS: CITY: J 1A 0 . . TATE(,��_ZIP: CITY: STATE: ZIP: I``PHONE!N00'2Q!T 3935 PHONESL,()$a5 WE CELL:X�'Z-19 2116 PHONE:� q SU -; tt—'1 EMAIL : �� EMAIL:Ir �yYLSn CCM" L&I REG# EXP.1/ �t/_ZZ PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number): — Zoning: LEGAL DESCRIPTION(Abbreviated): U $ SITE ADDRESS: CITY: W IRECTIONS TQ SITE ADDRESS: UNS2n 6LA)d A4- ttipt . U TYPE OF JOB: NEW ADD ALT REPAIR OTHER USE OF BUILDING LOCATION OF FIXTURES/UNITS—I sT FLOO—R 2ND FLOOR BASEMENT GARAGE OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric LPG Natural Gas Ductlesl%?� Toilets n Type of Unit No.of Units Fees Bathroom Sink 1%15 Furnace Bath Tubs 9 Heat Pump • M Ihi S0114- 1 Showers 7� Spot Vent Fan Water Heater Propane Tank Clothes Washer 1 Gas Outlets Kitchen Sinks Wood/Gas/Pellet Stove Dishwasher t Kitchen Exhaust Hood l Hose bibs —� Dryer Vent l Other Solar Panel Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER acknowledge 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 OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X ;I an .Q- gnature of Ow er Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 JBN MASON COUNTY Mason County Permit Center Use: r COMMUNITY SERVICES ADV - Building,Planning,Environmental Health,Community Health �� 615 W.Alder St.—Bldg.8,Shelton,Wa 98584 Date R MLULN cvd Phone:(360)427-9670 ext.352 ♦ Fax:(360)427-7798 615 W Fee: $130.00 Request for Administrative Variance for ' der Street Reduction in the Required Setbacks For administrative review, the minimum variance on a setback request is 5 feet from the side yard lot lines and 10 feet for front and rear lot lines or any access easement. Request for further reduction requires a standard variance. Setbacks are measured from the furthest projection of the structure, including roof eaves and gutters. Applicant/Owners: p-�l�Cj � un o�— MailingAddress: t b P- (/ 5k<S City: State: W YA Zip: Telephone: 34d -89 S 32 3 S an(6 'Z201 S t 1-1 Email: \r-e ak Q S ate-@ MS Y1. C c,*Y If this reduction is tied to a building permit, please give permit case number. BLD �1 Parcel Number(s): l 1 J"� �f Zoning T1 =—ram— .� Site Address: Requested setback variance: ft. Front ❑ Rear ❑ Side ft ❑ Front ❑ Rear .Side ft. ❑ Front ❑ Rear ide ft ❑ Front ❑ Rear ❑ Side Front Setbacks-From access easements and road right of ways. Minimum 10 feet. Rear Setbacks-From the rear property line. Minimum 10 feet. Side Setbacks-From the side property line. Minimum 5 feet except for certain shoreline designations. An illustrated site plan is required. Your site plan must show the following: north arrow, abutting street or easements, and set backs to all property lines and existing buildings, slopes, surface water, wetlands, critical areas, septic, well and driveway. Show all proposed new development. s FRONT AND OR REAR YARD REDUCTION REOUESTS: For existing lots of record as of March 5, 2002; You must meet one of the following: 1) One of the following exists on the lot(check all that apply): ❑ a) steep slopes, wetlands, or streams present; ❑ b) soils that restrict building or septic development; ❑ c) lot width at the front yard line of no more than 50 feet; ❑ d) lot size of no more than one-fourth acre; J&e) existing improvements of buildings, septic systems, and well areas. SIDE YARD REDUCTION REQUESTS: For existing lots of record as of March 5, 2002; You must meet one of the following: 2) One of the following exists on the lot(check all that apply): ❑ a) steep slopes, wetlands, or streams present; ❑ b) soils that restrict building or septic development; ❑ c) lot width at the front yard line of no more than 50 feet; 3 d) lot size of no more than one-half acre; ❑ e) existing improvements of buildings, septic systems, and well areas. Explain how these circumstances preclude a reasonable development proposal from meeting the setback standard for Rural Residential 2.5, 5, 10, or 20 zones. \OCZLA-L -y-v 4�, Owner/Agent (please indicate) Signature Datc Official Use Onlv Approved by: Date Denied by: Date Reason for denial: