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HomeMy WebLinkAboutBLD2020-01551 Final SFR - BLD Permit / Conditions - 11/23/2021 ' Mason County I ' Mason County - Division of Community Development 615 W. Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us B DD2020-01551 NEW SINGLE FAMILY RESIDENCE PROJECT DESCRIPTION: NEW SFR ISSUED: 06/04/2021 SITE ADDRESS: 6225 E GRAPEVIEW LOOP RD ALLYN EXPIRES: 12/01/2021 PARCEL: 122322390241 APPLICANT: JOHN SCHUMACHER OWNER: JOHN SCHUMACHER 5320 138TH DR SE 5320 138TH DR SE SNOHOMISH, WA98290 SNOHOMISH, WA98290 360-271-4268 GENERAL CONTRACTOR'S LICENSE: SOUTHWIND CUSTOM HOMES INC License: SOUTHCH881LM 5320 138TH DR SE Expires: 06/14/2022 SNOHOMISH, WA98290 1,425,232.1118 VALUATIONS: FEES: Paid Due R-3 VB Residential, one- 2071.00 $256,141.28 Mechanical Base Fee $30.00 $0.00 and two-family Plan Check Fee $1,479.30 $0.00 Covered Deck/Carport 227.00 $4,994.00 State Fee-Residential $6.50 $0.00 U VB Utility, miscellaneous 643.00 $31,371.97 Plumbing Fees $113.00 $0.00 Mechanical Fees $290.00 $0.00 Technology Surcharge $84.26 $0.00 Planning Review Fee $240.00 $0.00 Plumbing Base Fee $25.00 $0.00 Building Plan Review/Change of $120.00 $0.00 Use - Onsite Sewage Building Permit Fee $2,275.84 $0.00 Total: $292,507.25 Totals : $4,663.90 $0.00 FIXTURES (sty Mechanical Fixtures (sty Plumbing Fixtures 1.0000 Dryer Vent(s) 1.0000 Number of Bath Tubs 1.0000 Kitchen Exhaust Hood(s) 1.0000 Number of Clothes Washers 1.0000 Furnace(s) 1.0000 Number of Dishwashers Printed by:Corey Bennett on:06/17/2021 04:12 PM Page 1 of 8 Mason County Imo' Mason County - Division of Community Development ~ � 615 W. Alder St. Bldg.8 ` Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2020-01551 (Qty Mechanical Fixtures (sty Plumbing Fixtures 1.0000 Heat Pump(s) 1.0000 Number of Kitchen Sinks 1,0000 Propane Tank(s) 1.0000 Number of Showers 1.0000 Wood/Gas/Pellet Stove(s) 1.0000 Number of Water Heaters and or Vent 4.0000 Gas Outlet(s) (1-5) 2.0000 Number of Hose Bibs 4.0000 Spot Vent Fan(s) 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 " 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. * 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. * 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. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * 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. * 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:Corey Bennett on:06/17/2021 04:12 PM Page 2 of 8 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2O2O-01551 * 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. * The foundation/footing must be placed on undisturbed, firm-native soil. * 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. * 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. * 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. * 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:Corey Bennett on:06/17/2021 04:12 PM Page 3 of 8 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2020-01551 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. * Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. * 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. * 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. * 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. Printed by:Corey Bennett on:06/17/2021 04:12 PM Page 4 of 8 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 BLD202O-01551 * 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. 1a - EFFICIENT BUILDING ENVELOPE 1a: Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U =0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by5%. 3a - HIGH EFFICIENCY HVAC EQUIPMENT3a: Gas, propane or oil-fired furnace with minimum AFUE of 94%, or Gas, propane or oiled-fired boiler with minimum AFUE of 92% 5a - EFFICIENT WATER HEATING5a: All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.c 5c- EFFICIENT WATER HEATING 5c: Water heating system shall include one of the following: Gas, propane or oil water heater with a minimum EF of 0.91 or Solar water heating supplementing a minimum standard water heater. Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation (SRCC)Annual Performance of OG-300 Certified Solar Water Heating Systems or Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters * 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. * 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. * 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:Corey Bennett on:06/17/2021 04:12 PM Page 5 of 8 Mason County F* 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 BLD202O-01551 ' 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. * Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. * 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. * 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. Printed by:Corey Bennett on:06/17/2021 04:12 PM Page 6 of 8 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2020-01551 * 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. * 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. * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. * All 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. * All property lines shall be clearly identified at the time of foundation inspection. * 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 * 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. * Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. Printed by:Corey Bennett on:06/17/2021 04:12 PM Page 7 of 8 ' Mason County 4, I � Mason County - Division of Community Development 615 W. Alder St. Bldg.8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW SINGLE FAMILY RESIDENCE BLD2020-01551 * A separate inspection in addition to the inspections required in the IBC, Section 110 shall be required in accordance with the 2015 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 L1 designate wall(s)type P14 and P1-3 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. Application acknowledges that the structure is only permitted for a use consistent with the current zoning of the parcel. " Comply with the regulations in 8.52.110-Wetlands. 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: Contractor or Authorized Agent: Date: Printed by:Corey Bennett on:06/17/2021 04:12 PM Page 8 of 8 MASON COUNTY 615 W.Alder St.Bldg 8,SHELTON,WA 98584 COMMUNITY SERVICES SHELTON:360-427-9670,EXT 352 Building,planning,Environmental Health,Cammunity ltleatth BELFAIR:360-275-4467,EXT 352 _. ELMA:360-482-5269,EXT 352 INSPECTION CARD AND CERTIFICATE OF OCCUPANCY" www.co.mason.wa.us To schedule an inspection call or visit http://www.co mmason.wa.us/community-services/bid-inspection.php Permit Number BLD2020-01551 Date Issued 06/04/2021 Issued By Project NEW SFR Site Address 6225 E Grapeview Loop Rd Applicant JOHN SCHUMACHER Contractor SOUTHWIND CUSTOM HOMES INC Contractor Phone 1.425.232.1118 Primary Code 2015 IBC,IRC,IFC, IEC,IMC,& UPC Type Permit Type NEW SINGLE FAMILY RESIDENCE Occupancy -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION, FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. **THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.** PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Deptartment Well 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 G�r fj-2( Slab Footing Perimeter j9—1 2C cTR — Point load Footing Footing Interior Footing Decks/Porches y Foundation Stem Walls -Z -2 i C 1, Other Rough-In Groundwork Plumbing Framing - j_'L Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical (�4 Gas Piping _Shear Wall Nailing Underfloor 7- 1 4- Z( C(,M Other Insulation Slab Ceiling Floor Vaulted Ceiling Walls G Vapor Barrier Other Wallboard Interior Wall Brace Panels Nailing Fire Walls Other Final Building \\ - Z-a,-Z\ 1 ManufacturedHome Setbacks Setup Concrete Foot/Runners Final Other 4, ( J TZ_ —�' —� MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 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.co.mason.wa.us CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: SL t7Zo Z o ADDRESS/LOCATION: V((Li 2uo.p Fy-INNDINGS: oc Z S 1c. A 4 V s -�- tip, a-c ,Z --------------- Items listed above must be correcte o aln 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. ake corrections, items will be checked on the next inspection. Ntm,K to Date: L / Please contact our office regarding possible Department: L structural damage incurred by recent Inspector: "]Z_ "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 4) 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: &G. xca C, - ovs-�-N ADDRESS/LOCATION: LZ2S ie- C-lr~ac'' w-„� ),-) FINDINGS: � r~ie+�L S�i,� Ynl'":Acl '� � r Pr �U;- ��. `► � (,-tL S> 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. QMake corrections, items will be checked on the next inspection. OK to TN`,,Jtio s. Date: �j, -�v,-1�� ❑ 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 615 W.Alder St.Bldg 8,SHELTON,WA 98584 COMMUNITY SERVICES SHELTON:360-427-9670,EXT 352 BELFAIR:360-275-4467,EXT 352 Building,Planning,Environmental Health,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.php Permit Number BLD2020-01551 Date Issued 06/04/2021 Issued By Project NEW SFR Site Address 6225 E Grapeview Loop Rd Applicant JOHN SCHUMACHER Contractor SOUTHWIND CUSTOM HOMES INC Contractor Phone 1.425.232.1118 Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type Permit Type NEW SINGLE FAMILY RESIDENCE Occupancy -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION,FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. **THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED..** PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET Public Works Access/Driveway Other Health Septic Well Deptartment Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler Auto Fire Alarm Hood and Duct Other Final Building Department Building Official: Community Services Designee Concrete Setbacks Slab Footing Perimeter Point load Footing Footing Interior Footing Decks/Porches Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab Ceiling Floor Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building t?j•2( 77- Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other \cv 2 k N.14 4- 1 MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 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.co.mason.wa.us CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER:` 2.O Zn'd► I ADDRESS/LOCATION:�L D D FINDINGS: �Yl \` A r ) b (` VV CA h 1 . Vn co .�nr�(,i dh . w�. 2�J-1" Item listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION J ❑ This s e has been inspected by Mason County Building Department and the items listed ve 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►MT? r)CC :R? 4 N?) S — 3 ��VkOA 05 Date:�\— -1.-2,( ❑ Please contact our office regarding possible Department:131--D structural damage incurred by recent Inspector:)n r/'it "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY COMMUNITY SERVICES Permit No:`61 = -0iffl PERMIT ASSISTANCE CENTER: RECEIVED C r I` [E D •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL K C �/ 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone D ��20 Bellair.(360)275-4467•Phone Elma:(360)482-5269 BUILDING PERMIT APPLICATION treet PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: N NAME: awk&ae- .#�gx MAILI1 MAILING ADDRESS: CITY STATE:Uo* ZIP: CITY: STATE: ZIP: PHONE#I: PHONE: CELL: PHONE#2: EMAIL: EMAIL. L&I REG PRIMARY CONTACT: OWNER CONTRACTOR❑ OTHER❑ NAME EMAIL MAILING ADDRESS CITY STATE ZIP PHONE CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) ZONING If I LEGAL DESCRIPTION(Abbreviated) Y D- 1 j:iE S- , ZJ;Q FIRE DISTRICT SITE ADDRESS IZZS-- F-- 6&oRn&AW Z9 #0 CITY DIRECTIONS TO SITE ADDRESS 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: (Checkautlwapply): SALTWATER❑ LAKE❑ RIVER[CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEw ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(, tdeue,Gamge•Commercial Bldg•Etc.) R&'laaa IS USE: PRIMARY 7SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS d, HEATED STRUCTURE? YES(whole Bldg)[I YES Mm[gojBW _NO❑ DESCRIBE WORK_)W/L/L r /lj't�'L�/ -CICV— SQUARE FOOTAGE:(pmposed) 1 ST FLOORO&Z sq.ft. 2ND FLOOR — sq.R 3RD FLOOR ~ sq.ft. BASEMENT ""' sq.R. DECK "'r sq.ft. COVERED DECK 211 sq.ft. STORAGE sq.R OTHER ' sq.ft. GARAGE4:4%sq.fk Attached eDetached❑ CARPORT sq.fL Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: '4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE YEAR LENGTH T1I BEDROOMS BATHS SERIAL ENVIRONMENTAL HEALTH: SEWAGEISEWER SOURCE: SEPTIC We, SEWER❑ / NEW❑ EXISTING❑ PLUMBING IN STRUCTURE? YES G NO❑ If yes,attach completed Water Adequacy Form PERIM[ETERNOUNDATTON DRAINS PROPOSED? YES❑ NO❑ EXISTING SQ.FT. EXISTING BEDROOMS_-a— PROPOSED BEDROOMS ,r TOTAL BEDROOMS_1 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 1 further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This pernitlapplication 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 OFCqNV4NUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERWAAPIGATIONOF18 AYS OF MORE WILL CAUSE THE APPLICATION ICATION OF 18 AYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(WON COUNTY CODE 14.08.42) /- ub iL�.e X /� 7 ,�4"/, T .YID AD IA• ao ignature of OWNER(Must be signed by the OWNER) !!! Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT JD 2- PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MASON COUNTY COMMUNITY SERVICES Permit No: ZD I g 41 PERMIT ASSISTANCE CENTER: .BUILDING •PLANNING •FIRE MARSHAL RECEIVED 615 W. Alder St-Shelton, WA 98584 www.co.mason.wa.us Phone Shelton:(360)427-9670 ext. 352• Fax:(360)427-7798 DEC 2 1 2020 WIF on Belfair:(360)275-4467• Phone Elma:(360)482-5269 PLUMBING & MECHANICAL PERMIT APPLI6'd`fI� � vr Street OWNER NFO TION: CONTRACTOR INFORMATION: NAME: NAME: MAILING ADDRESS: MAILING ADDRESS: CITY STATE: V& ZIP: ` CITY: ZIP: I s'PHONE: (�)73 j—0`lL PHONE: CELL: 2°d PHONE: 6UW ,27/ - EMAIL : EMAIL:_,�1 OW4(6 arti�y.' L&I REG# EW fiLM EXP..,,4 / PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number): Zoning: LEGAL DESCRIPTION(Abbreviated): Lgp - B SITE ADDRESS: kZZ57—_ LWAO� j/Y&-P-/ 1 p. ADD . CITY: DIRECTIONS TO SITE ADDRESS: /a&e zo TYPE OF JOB: NEW ADD ALT REPAIR OTHERUSE OF BUILDING LOCATION OF FIXTURES/UNITS—IST FLOOx—a 2NDFLOOR BASEMENT GARAGE OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric LPG Natural Gas Ductless_ Toilets Type of Unit No.of Units Fees Bathroom Sink 3 Furnace / Bath Tubs / Heat Pump Showers / Spot Vent Fan Water Heater Propane Tank Clothes Washer / Gas O is Kitchen Sinks Woo Gas ellet Stove Dishwasher Kitchen xhaust Hood 7 Hose bibs Z Dryer Vent 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 c struction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CZLID OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILHE APPLIC ON. .�ubnwtf ed x 2.v Signature of Owner Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 1BN Project:SWCH 1957 +ilril/r page -'�scoff [ Location:6'HEADER /�'j) Ferguson&Coler, Inc Roof Beam v �i of [2015 International Building CodeO) �O --- 3.51Nx7.251Nx6.0FT #2-Douglas Fir Larch Dry Use StruCalc Version 9.0.2.5 11/4/2020 10:58:10 AM Section Adequate By:6.8% Controlling Factor:Moment F DEFLECTIONS Center LOADING DIAGRAM Live Load 0.07 IN U1033 Dead Load 0.05 in DEC 2 1 2020 Total Load 0.12 IN U614 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B 615 W. Alder Street Live Load 1275 lb 1275 lb Dead Load 872 lb 872 lb Total Load 2147 lb 2147 lb Bearing Length 0.98 in 0.98 in BEAM DATA Span Length 6 ft Unbraced Length-Top 0 ft 6 n Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: #2-Douglas-Fir-Larch Roof Live Load: LL= 25 psf Base Values Adjusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 900 psi Fb'= 1346 psi Tributary Width: TW= 2 ft Cd=1,15 CF=1.30 Side Two: Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Live Load: LL= 25 psf Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 15 ft Comp.-L to Grain: Fc--L= 625 psi Fc- L'= 625 psi = Controlling Moment: 3220 ft-lb Wall Load. WALL 0PIf 3 0 ft from left support Created by combining all dead and live loads. SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Controlling Shear: 2147 lb Adjusted Beam Length: Ladj= 6 ft At support. Beam Self Weight: BSW= 6 plf Created by combining all dead and live loads. Beam Uniform Live Load: wL= 425 plf Beam Uniform Dead Load: wD_adj= 291 plf Comparisons with required sections: Read Provided I Total Uniform Load: wT= 716 plf Section Modulus 28.72 in3 30.66 in3 Area(Shear): 15.56 in2 25.38 in2 Moment of Inertia(deflection): 32.6 in4 111.15 in4 Moment: 3220 ft-lb 3438 ft-lb Shear: 2147 lb 3502lb NOTES °�� `/. page Project:SWCH 1957 -scoff 1_ 5 Location:8'HEADER Ferguson&Coler, Inc Roof Beam r [2015 International Building Code] ji►-- . 3.5INx11.25INx8.0FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 11/4/2020 10:59:28 AM Section Adequate By:21.8% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.06 IN U1629 Dead Load 0.04 in Total Load 0.10 IN U963 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 1700 lb 1700 lb Dead Load 1175 lb 1175 lb Total Load 2875 lb 2875 lb Bearing Length 1.31 in 1.31 in BEAM DATA Span Length 8 ft Unbraced Length-Top 0 ft - -- a h- — — Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: #2-Douglas-Fir-Larch Roof Live Load: LL= 25 psf Base Values Adjusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 900 psi Fb'= 1139 psi Tributary Width: TW= 2 ft Cd=1.15 CF=1,10 Side Two: Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Live Load: LL= 25 psf Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 15 ft Comp.-L to Grain: Fc--L= 625 psi Fc-1'= 625 psi Wall Load: WALL= 0 Controlling Moment: 5749 ft-lb If 4.0 ft from left support p Created by combining all dead and live loads. SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Controlling Shear : 2875 lb Adjusted Beam Length: Ladj= 8 ft At support. Beam Self Weight: BSW= 9 plf Created by combining all dead and live loads. Beam Uniform Live Load: wL= 425 plf Beam Uniform Dead Load: wD_adj= 294 plf Comparisons with required sections: Read Provided Total Uniform Load: wT= 719 plf Section Modulus 60.6 in3 73.83 in3 Area(Shear): 20.83 in2 39.38 in2 Moment of Inertia(deflection): 77.6 in4 415.28 in4 Moment: 5749 ft-lb 7004 ft-lb Shear: 2875 Ito 5434lb NOTES Project SVVCH 1957 1page �r "Ott 7 Location:GARAGE DOOR HEADER Ferguson&Coler, Inc Roof Beam or [2015 International Building Code(MIMINEWJ ;;:� 5.5INx12.0INx16.0FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.5 11/4/2020 10:56:52 AM Section Adequate By: 70.2% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.34 IN L/571 Dead Load 0.24 in Total Load 0.58 IN L/333 Live Load Deflection Criteria: LJ240 Total Load Deflection Criteria:U180 REACTIONS A g Live Load 2600 lb 2600 lb Dead Load 1859 lb 1859 lb Total Load 4459 lb 4459 lb Bearing Length 1.25 in 1.25 in BEAM DATA Span Length 16 ft Unbraced Length-Top 0 ft 16 e Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 MATERIAL PROPERTIES ROOF LOADING 24F-V4-Visually Graded Western Species Side One:Roof Live Load: LL= 25 psf Base Values Adiusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 2400 psi Controlled by: Tributary Width: TW= 2 ft Fb cmpr= 1850 psi Fb'= 2760 psi Side Two: Cd=1.15 Roof Live Load: LL= 25 psf Shear Stress: Fv= 265 psi Fv'= 305 psi Roof Dead Load: DL= 15 psf Cd=1.15 Tributary Width: TW= 11 ft Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Comp.-L to Grain. Fc--L 650 psi Fc-1'= 650 psi Wall Load: WALL= 0 Controlling Moment: 17834 ft-lb plf 8.0 ft from left support SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Created by combining all dead and live loads. Adjusted Beam Length: Ladj= 16 ft Controlling Shear: -4459 lb Beam Self Weight: BSW= 14 pit At support. Beam Uniform Live Load: wL= 325 pit Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 232 ptf Total Uniform Load: wT= 557 plf Comparisons with required sections: Read Provided Section Modulus: 77.54 in3 132 in3 Area(Shear): 21.95 in2 66 in2 Moment of Inertia(deflection): 427.96 in4 792 in4 Moment: 17834 ft-lb 30360 ft-lb Shear: -4459 lb 134091b NOTES Lof scottProject: SWCH 1957 !'Location: REAR PORCH ROOF BEAM Ferguson&Coler, IncRoof Beam2015 International Buildin Code 5.5INx11.5INx12.0FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 11/4/2020 11:00:22 AM Section Adequate By: 1.4% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.17 IN U861 Dead Load 0.12 in Total Load 0.29 IN U502 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 1950 lb 1950 lb Dead Load 1390 lb 1390 lb Total Load 3340 lb 3340 lb Bearing Length 0.97 in 0.97 in BEAM DATA Span Length 12 ft Unbraced Length-Top 0 ft ------- --- - — 12 ft Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: #2-Douglas-Fir-Larch Roof Live Load: ILL= 25 psf Base Values Adjusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 875 psi Fb'= 1006 psi Tributary Width: TW= 2 ft Cd=1.15 CF=1.00 Side Two: Shear Stress: Fv= 170 psi Fv'= 196 psi Roof Live Load: LL= 25 psf Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Tributary Width: TW= 11 ft Comp.-L to Grain: Fc--L= 625 psi Fc-1'= 625 psi Wall Load: WALL= 0 Controlling Moment: 10021 ft-lb plf 6.0 ft from left support Created by combining all dead and live loads. SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Controlling Shear: -3340 lb Adjusted Beam Length: Ladj= 12 ft At support. Beam Self Weight: BS W 14 plf Created by combining all dead and live loads. Beam Uniform Live Load: wL= 325 P ff Beam Uniform Dead Load: wD_adj= 232 plf Comparisons with required sections: Read Provided Total Uniform Load: wT= 557 plf Section Modulus: 119.51 in3 121.23 in3 Area(Shear): 25.63 in2 63.25 in2 Moment of Inertia(deflectionY 249.72 in4 697.07 in4 Moment: 10021 ft-lb 10166 ft-lb Shear: -3340 lb 8244lb NOTES • Project: SWCH 1957 L tMrz 1111 Lf< ScottLocation. REAR PORCH FOOTING Ferguson&Coler, inc Footing [2015International Building Code)] +►_ Footing Size: 2.0 FT x 2.0 FT x 10.00 IN Reinforcement:#4 Bars @ 8.00 IN.O.C.E/W/(3)min. StruCalc Version 9.0.2.5 11/4/2020 11:01:19 AM Section Footing Design Adequate FOOTING PROPERTIES LOADING DIAGRAM Allowable Soil Bearing Pressure: Qs= 1500 psf Concrete Compressive Strength: F'c= 2500 psi Reinforcing Steel Yield Strength: Fy= 40000 psi Concrete Reinforcement Cover: c= 3 in FOOTING SIZE Width W= 2 ft Length: L= 2 ft Depth: Depth= 10 in Effective Depth to Top Layer of Steel: d= 6.25 in COLUMN AND BASEPLATE SIZE Column Type: Steel Column Width: m= 4 in Column Depth: n= 4 in Baseplate Width: bsw= 6 in —e in—� Baseplate Length bsi= 6 in FOOTING CALCULATIONS Bearing Calculations: Ultimate Bearing Pressure: Qu= 835 psf Effective Allowable Soil Bearing Pressure: Qe= 1375 psf Required Footing Area: Areq= 2.43 sf 10 In Area Provided: A= 4.00 sf n n Baseplate Bearing: T Bearing Required: Bear= 4788 lb sin Allowable Bearing: Bear-A= 99450 lb Beam Shear Calculations(One Way Shear): 1 Beam Shear: Vu1 = 648 lb --- yg Allowable Beam Shear: Vc1 = 11250 lb Punching Shear Calculations(Two Way Shear): Critical Perimeter: Bo= 45 in FOOTING LOADING Punching Shear: Vu2= 3736 lb Live Load: PL= 1950 lb Allowable Punching Shear(ACI 11-35): vc2-a= 63281 lb Dead Load: PD= 1390 lb Allowable Punching Shear(ACI 11-36): vc2-b= 79688 lb Total Load: PT= 3340 lb Allowable Punching Shear(ACI 11-37): vc2-c= 42188 lb Ultimate Factored Load: Pu= 4788 lb Controlling Allowable Punching Shear: vc2= 42188 lb I Weight to resist uplift w/1.5 F.S.: U.R.= 322 lb Bending Calculations: Factored Moment: Mu= 9002 in-lb Nominal Moment Strength: Mn= 127575 in-lb Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.46 in Steel Required Based on Moment: As(1)= 0.04 in2 Min.Code Req'd Reinf. Shrink./Temp.(ACI-10.5.4): As(2)= 0.48 in2 Controlling Reinforcing Steel: As-reqd= 0.48 in2 Selected Reinforcement: #4's @ 8.0 in.o.c.e/w(3)Min. Reinforcement Area Provided: As= 0.59 in2 Development Length Calculations: Development Length Required: Ld= 15 in Development Length Supplied: Ld-sup= 6.5 in Note: Plain concrete adequate for bending, therefore adequate development length not required. NOTES Narr� �l� , Parcel# � 3 a •a3 "�QZ—f BLD# �-� i r—r� Ccf,+orvk. � ffill5 Mason County DEC 21 2020 Department of Community Development Small Parcel Stormwater Management Application/Workshe�t.��� e Based Upon the information you have provided a Stormwater Site Plan IS Required for this develo activity. Title 14, Chapter 14.48 of the Mason County Code(MCC)regulates compliance requi n ormwater Management in this jurisdiction. A complete copy of the ordinance can be found o ounty website: httpHwww.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 The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed i heir 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/drainfield 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. Acknod ent of such is by signature below. I declare that I am the owner,owner's legal representative,or the contractor. I fart�er a nowl e t at the information provided is accurate and employees of Mason County are granted access to the above- describe pr for review inspection as may be required. wn gent/Contractor(circle one)Date: Page 2 of 2 APPROVED Figure 1.Site Plan Requirements Checklist °'° � PLAN REQ hED TO BE ON SITE AIsheplansshahba C.eady and ac taly drawn to V-20',30', rov1a�ALL°o�pxb or rob.spec FJUBTNGm ml.ns,.n smr.ui,.�',.;�r`e N,c�,,.�.,°nry lle.,n ow.,vMm � EAgpyEM 4U or 5G scab on paper no Wrger than 11•X17',and must indoate °'° ° °'° °va ECT TO APPROVAL nil of the f*-"information For each 4-below,ms k'Sfawn' or'WA'as apv,ojpnale for your prpect.This dnetldist must be B Date ccmpkled and 4uiuded on a"site plans.Any shin pan wleloul ills �__ _ _ jcherkki will bn reheated aril ralumed to the applicant for conedion. SOIL LOG#1: i: PARCEL �Acc uarr S SLa sHowr NIA 12232-23-90241 Nl1MeER SOIL TYPE:4 EASE BUFFER +nor A. General Property Information: 1 ^ ASlcaeinNi l- % 0"-31":LIGHT BROWN SANDY ` 1 9; __-- _ X p,o yk,-anddimensione LOAM W/LOTS OF PEBBLES ��s�I!� ml X EleaLbns of property and dr c1lon dn"xal Ai EAddi11oN1Cover 0.ap�bad 4 1nNes ^� drainage SOIL LOG#2: X 81opeslhatexclod is%,Inducting allw/lwnks D.T..36whelk /� greater lhon 4'1n helghl b NaN SOILTYPE:4 aaowand'A.pan xa e 0"-27":LIGHT BROWN SANDY ^rww 14 k h. �/ f�ltlawalcrs,lekea,6poMe,aMlheir ulaPeaaw[ �oalated Ngn water malW LOAM W/LOTS OF PEBBLES -- Ik, fin,crealo;,weUantls,and Ualr assadated t < <a<<<< �< ylryce i X biller areas s<I Isla.<I�I�>�eli ` C.vaad g Property P B. Existing Pro ert Improvements: NaNaa a s rya ��a�k�s SOIL LOG 43: <e a a�e'<•a sap�raaen Location dall oxbdng sUucWrea,bincllJde Y 6 �<�<.�, <�s�<ws� d a X bcalkns of existing st toms on adlacenl SOIL TYPE:4 'ueterfro"tprc°em" - 0"-28":LIGHT BROWN SANDY �- Lccafwndalle>rgwellsand meirwesradk. LOAM 1N!LOTS OF PEBBLES PA0°°� a..a N...y.a wa.w.�.r..r,rl.' X indudng!hose wells an adjacent properties 34 RHot k wBlin tea'of PrepertY lines .. .t X 1P'No-BuYtl ZwW,,as dwell as mn larPIIMs of •'<,':^ "Y '. exiskn delnfir.4 nnadacanI g j p perkes w11Nn tell d any well _ XLocation of am ng drainage faciUes,Indudng aB sub-surface inWtratkn faealbn systems E= W !Canyon G all exiskng and abusing roadways ACCESS a1TY - X EA 'U 1� !Mveways.easements,buffers,aryl required Ta 'open t - �_ - ------^-y- X I sBon Of 91�.n.-n9 water,sewer,and ut4ity C. Proposed Property Improvements: NOTE: Lem anamm1,d of all proposed PRESCRIPTIVE FLOW CONTROL MEASURES ExBiWg 40 _------- X ara A..k—or bldkh g envelopes in nataBan W ARE TO BE DESIGNED BY LICENSED INDIVIDUALS ACC swrim PmPMty lines,other sula:wroa,ek. LAW1NTH APPLICABLE STATE AND COUNTY CODES. FASEraeNr N' L{.� Epgprpp .1' X lasYolld all proposed'AeYs,inswing BlN,tou ACCEssKrmrrY Netl raa and ell watts If- aslo w• rho IS, tar FAaE— Location of ell proposed septic Lana,pup larks, SCALE(FEET) X Q".=unh.and d,alnfielda,including the _ �/ Location and dknensjons of all proposed -Z'H/ !s NOT A s iRVFY ALL PROPERTY L/NES/BOUNOAR/ES HAVE x *fames ad InBi4atbn sysbms BEEN OEMONSTW4-r lD BY THE OWNERS)ANO/OR THE/R AGENT(S). Location,dimensions,surtadng naterlals,drat INOTALLCR MUiT VBRsPY X dearlrg lknXs of dlpropoeed parking areas, -IT as THH RHBPONBIRILITV OF OWNHR/I3EPRESHNTINO AGENT TO PROVIDE TO ACME IN WRITNO dmewaye,afdewalks,9nd road approache9 ANY ANC ALL INPO RMATION PERTrNENT TO TE OEVQLONT OP REPTIC PEASIBIUTY ANa/oR USE SJE RHOMBUS PANEL MODEL TOW914H4DeAC21E H PME Locaiianofalt prop sewer, osed wM,, r, rdukfiy oraloN IN CLU OINO ALL GRAY/BLACK WATER STUB OUTS,UTILITY LOGATION6,PROPHRTY oIM HN sl ores OR IFS11W114H4AD8AC17J AND FLOATS. X limes OIMiN!•IONB.EASEMHNTB.SUPPERS ANO SGTB--as REOUIRHO BY oo.,HRNINo GR REOL.LATINo ENTITIES LEGEND ORY WS/•�THBR INSTALLATION ANO SITE_PREP REOUIREC. ACME DESIGN P ROTGCT PRIMARY AND RESERVE ORq NPIELO AREAS FROM ANY VEHICLE TRAFPI C. NO POUNOAT ON SPOILS OR BURN NO oN OFaAINPIELO AREAS. BOIL LCXa -CUE TO UNFORESEEN WATER TABLES.A CURTAIN GRAIN MAY BE REOUIREO. .-_. �I•K9 BUILD ZONE OEPENCI11 UPON FINAr_EI._EVATION3,A PUMP MA BC REOUIREO. CLEAgINOLIMITS DATE- 15 APR 21 OIRHCT ALL COWNAPOUT/RURPAC E WATER AWAY- REAe. �` SLOW AgCAe P.O.BOX'954 IP OF LATERALS OR MODULES ARE 06PIC'rEO,THtZY off AP'ROXIMATE ANO MAY VARY, DV/L LJJ'I PRovlo Eo THEY REMAIN IN THE OELINEAT HO OF AREA.E TREES>+a••GIA NAME- SOUTHWIND CUSTOM HOMES SILVERDALE, WA. L WELLS WITHIN i UO FEtl-r'OP PROP.BOUNOARIHS HAVE BEEN SHOWN(200'FOR CLASS-B WAIVER>. EXGEPT POR THE OIBPGRCiAI.OOMPONQNT,ALL SEPTG COMPONENTS M T BB WATERTIGHT TO SURFACE. D a CLEAN OUT -�•AX ID- 12232-23-90241 98383 M oP,o•PROM ANY BaPTnc cor.nroNEN-r.�O'SETBAC Q =1230•GAL SF371C TANK MA NTAIN A MINIMUM OO'SETBACK OOWFISL.OPE OP I-PITS.MINIMUM OP'I K UPSLOPH OF I_P„-E.DEPENADNIUN MG UOLNC HT HPEIN TAYLP OEH OAPIN A.-T'IEUL O COVER IMME�IATELV UPON coMPLETION. lla = 250- L PUMP TANK STREET- E GRAPEVIEW LOOP RD TEL.360-698-8488 UBEO,ATASH NFO@ACMESEPTIC.COM TERALB MAV BE NO CLOFER THAN B'ON CHNTER. © -SPUTTER SCALE: 1"=50' SITE PLAN IF WATER ANC SEWER LINES GROSS,THEY MUST BE CO NSTRU GTEO IOW STATE d UN,"V C OE. DELINEATION ! / D-1 A / j 110 FT WETLAND / BUFFER mow/ 1 122322390 1 B i \\ SP02,} 1 SP01 122322390241 I / D-2 1 i / ETLAN D i CATEGORY 111 122322390022 i C i l 0 50 100 / SCALE TO MAP 110 FT / NOT A SURVEY WETLAND / BUFFER ! 122322390023 122322390242 5' EXISTING 20' c ACCESS/UTILITY R -------- _ -- EASEMENT 5' -------------- EXISTI G 40' I Pt ANNV G ACCESS UTILITY SL3100% ALL SETBACKS AR MEA URED EASE ENT RESERVE4 ' FROM THE FUJITHEST PROTECTION OF T� BU4 DING . 93' a �z �• ld 26 Zo -p PLANNI. G •0'EL RECEIVED PROPOSED IYTf� 3-SR HOUSE DEC 21 2020 O I ZWAS 615 W. Alder Stre EXIST G 40' ACCESS UTILITY W EAS ENT 100' TO WELL i 4 I V R)7J I Imo+ ----------- -------•--------------------------------: r a A ACCESS/UTILITY u virlalvA,GG�.� uG-"kl, EASEMENT ( ( F-Lv +1' 274.00' - EXISTING 40' ACCESS/UTILITY EASEMENT if:: i I 5' ;o EXISTING 20. o ACCESS1UTILITY R. . ------- -- - EASEMENT ---------------------------------- S—� EXISTf 4G 40' I SL pNNIN : ACCESS UTILITY r ig SUR D EASE ENT 100% RESERVE ALL SETBACKS ARE M #� a ' I FROM THE FURTI�ErST PR ,TiON OF THE iU1LDl G 93' 1 0 10 auum ZONE I ' �• ld 26W -D 155 I • �c�- 2ozo -- oo�� I PL NI � �� - A-j_y y� 2020 -IS05�C� -0'EL RE^ PROPOSED [ _ I`/ D � 3-BR HOUSE v V .r w„��r° 13'� ��%6A °„ DEC 21 2020 10 615 W. Alder Street I EXIST G 40' ACCES UTILITY I FASE60IENT 100, TO WELL L� .s> --------------- EXISTING40' ACCESS/UTILITY EASEMENT .yialfell_t�u�__ +1' 274.00' LXISI'ING 40' 1 - -- —� _ ACCESS/UTILITY EASEMENT f b I 75' L 1 Mason County WA GIS Web Map 450 E HAREIIN+ S HILL RD O 186 E HARDINGS HILL RD Q 10 6219 E GRAPEVIBV LOOP RD 622 E GRAPEVIEW LOOP RD • x- 6217 E GRAPEVIEW LOOP RE 12/22/2020, 1:32:41 PM 1:1,532 0 0.01 0.03 0.05 mi E-1 County Boundary 0 0.02 0.04 0.08 km ° Site Address (Zoom in to 1:5,000) —' Tax Parcels (Zoom in to 1:30,000) —�)n ji�. o({+ e q— Croy Sources:Esri,HERE,Garmin,Intermap,increment P Corp.,GEBCO,USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Name Japan,METI,Esri China(Hong Kong),(c)OpenStreetMap contributors,and the GIS User Community No Name Mason County WA GIS Web Map Application Esri Canada,Esri,HERE,Garmin,USGS,NGA,EPA,USDA,NIPS I Richard Diaz