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Home My WebLink AboutPermit File BLD-2021-0181 4317 Cherry Court 11 C} City of Anacortes Invoice/Permit#: BLD-2021-0181 904 6th Street Applied date: 03/11/2021 P.O.Box 547 Issue date: 04/05/2021 _ '0: Anacortes, WA 98221-0547 Expire date: 10/02/2022 Job Address: 4317 CHERRY CT Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New SFR Owner: LG ANACORTES, LLC Contractor: LG ANACORTES LLC Address: 504 E FAIRHAVEN AVE Address: 504 E FAIRHAVEN AVE BURLINGTON WA 98233-1846 BURLINGTON WA 98233-1846 Phone: (360)755-9021 Phone: (360)755-9021 License#: General Information: Fees: Flood plain development N Plan Application Fee 200.00 New or Replaced Hard Surface 6051 Building Permit Fee 2,953.75 Lot Area 20526 Plan Review Fee 1,919.94 1st Floor Square Footage 2382 Mechanical Permit Fees 132.90 2nd Floor Square Footage 726 Plumbing Permit Fee 132.00 Garage Square Footage 740 State Building Code Fee Resi 6.50 Deck Square Footage 128 Sewer Inspection Fee 52.14 Porch Square Footage 105 Storm Drain GFC-Residential 1,746.97 #of Stories 2 Sewer GFC-Residential 9,331.86 Stove, Appliance 1 Park Impact Fee 615.00 Building Valuation 450000 Traffic Impact Fee 2,817.69 # Forced Air Furnace <=100k 1 EMS Impact Fee 363.70 #of Heat Pumps<= 3 Hp 1 SFR/duplex: site plan/design 60.00 #of Backflow Devices 1 Stormwater Review 484.08 #of Tubs, bath 2 Total Calculated: 20,816.53 #of Clothes Dryers 1 Deposits/Receipts: 0.00 #of Clothes Washers 1 #of Dishwashers 1 Total Due: 20,816.53 #_of_Gas Outlets 5 #of Gas Fireplace 1 #of Gas Piping 5 #of Water Heaters 1 #of Hose Bibs 2 #of Kitchen Sinks 1 #of Hand Sinks 4 #of Range Hoods 1 #of Showers 1 #of utility Sinks 1 #of Ventilation Fans 5 #of Other Fixtures 1 Y O . City of Anacortes Invoice/Permit#: BLD-2021-0181 904 6th Street Applied date: 03/11/2021 P.O.Box 547 Anacortes, WA 98221-0547 Issue date: 04/05/2021 (360) 293-1901 Expire date: 10/02/2022 C g, The issuance or granting of this permit shall not be construed to be a permit for,or approval of, any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order, proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor.This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction work is suspended or abandoned for a period of 180 days at any time after work is commenced. I have read and examined this application and know the same to be true and correct. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street, Anacortes WA 98821 -+ w� Phone: (360)293-1901 FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION 1. PROPERTY INFORMATION Project Address(Street,Suite#): Assessor Parcel Number: 4317 Cherry Court P135450 Subdivision/Lot#: Zoning Designation: Lot area (size): 20,526 sq.ft. Plat of Cherry Court, Lot#4 R - 1 2. TYPE OF PROJECT 1 New SFR ❑ New Accessory Dwelling Unit: ❑ Deck/porch (new/repair) III New Duplex ❑ Attached to Primary Unit ❑ Interior remodel ❑ Detached from Primary Unit ❑ New Addition to SFR ❑ Garage, carport or accessory building E Fence or retaining wall or duplex (new/repair) ❑ Other: Project Summary: Construct one SFR on Lot #4, Plat of Cherry Court Project Valuation: $450,000 3. PROPERTY OWNER INFORMATION Name:LG Anacortes, LLC Phone:360-755-9021 Address(Street,City,State,Zip): Email Address: 504 E. Fairhaven Ave. Burlington, WA 98233 4. CONTRACTOR INFORMATION Name:*LG Anacortes, LLC Phone:360-755-9021 Contractor's Business Licenses State License#: City License#: *All Contractors&Subcontractors must have a valid City LGANAAL800NQ of Anacortes business license prior to doing work in the Expiration Date: Expiration Date: City. 8 - 18 - 2022 8 - 31 - 21 Address(Street,City,State,Zip): Email Address: 5. CONTACT PERSON Select one person the city will contact for anything ® Applicant ❑ Property Owner ❑ Contractor related to this project: ❑ Other(list below) Name:Jack E. Reinstra Phone:360-420-9542 Address(Street,City,State,Zip): Email Address: 504 E. Fairhaven Ave. Burlington, jackr@landedgentry.com WA 98233 Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 5 of 18 11 Y 0 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT ��'� Mailing Address: P.O. Box 547, Anacortes, WA 98221 1 Office Location:904 6th Street, Anacortes WA 98821 Y; $' Phone: (360)293-1901 6. LENDER INFORMATION RCW 19.27.095 requires the City to obtain information with regard to lenders. If there are no lenders involved with your project, write"no lenders"on the Name Line below. Name:People's Bank Phone:360-404-2204 Address(Street City,State,Zip): Email Address: 1801 Riverside Drivee Mount Vernon, WA 98273 7. ACKNOWLEDGEMENTS & SIGNATURE Read and initial each of the following statements prior to signing this application: I understand that when a building permit application is taken in over the counter it does not mean the application has been deemed technically complete and sufficient for staff review. I understand that if I submit incomplete, inaccurate, and/or erroneous information it will take the City longer to process my permits. 9,c,- I understand and acknowledge that I could be responsible for providing as-built drawings (on paper or electronically) as part of the project's certificate of occupancy process. pI understand and acknowledge that Special Inspections could be required as part of my project, and if needed I will be required to pay for the cost of these inspections. I understand and acknowledge that financial securities could be required as part of the work I am 9,(-7 completing and I agree to provide the items needed for the City to calculate these securities and to provide the securities themselves. I understand that if permits are reviewed concurrently such as design review, site plan,traffic 9.C.- concurrency, etc., any required revisions to one permit may affect the entire plan set and could add costs and time to the project. I hereby declare that I am either the owner of the property listed on this application or the owner of this property has authorized me to be their representative to act for them. I also declare under penalty of perjury under the laws of the State of Washington that all of the statements and answers contained herein, and the information submitted with this application form is in all respects,true, correct, and complete to the best of knowledge and belief. C-.ThAt.a: March 5, 2021 Ignature Date Jack E. Reinstra Printed Name Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 6 of 18 I;G � PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 1co�. `� Phone: (360)293-1901 FORM BP-2: STRUCTURE AND SITE INFORMATION 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 4317 Cherry Court PARCEL P135450 NUMBER(S) 2. DETAILED PROPOSED STRUCTURE INFORMATION Complete the following information as it relates to your project. Mark items that are not applicable with "N/A". Structure height: 27'-11" AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD 1st Floor: 2,382 R-1 2nd Floor: 726 3rd Floor: N/A Basement: N/A Garage: 740 Total deck: 128 (covered patio) Total porch: 105 (front porch) Other: Other: Other: 3. QUESTIONS ABOUT THE PROPOSED STRUCTURE Is a fire sprinkler system being installed? ❑ YES 12 NO Is a monitored fire alarm being installed? ❑ YES 12 NO Are retaining wall(s) being built? ❑ YES 12 NO Are structural plans required? 12 YES ❑ NO 4. PROJECT SITE INFORMATION A. Is work within the City's right-of-way proposed? If yes, you will be required ❑ YES 12 NO to submit a right-of-way permit application. If you have already submitted a ROW permit, list the permit number here: B. Is the property located in a flood zone? ❑ YES 12 NO If yes, list the flood zone designation: C. Are there slopes in excess of 15%on or abutting the site? If yes, a ❑ YES 2 NO geotechnical report will likely need to be submitted. Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 7 of 18 Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT C411111114 Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street, Anacortes WA 98821 Y; %' Phone: (360)293-1901 D. Are there critical areas or buffers on or abutting (within 300-feet of)the ❑ YES 12t NO project site? If yes, a critical areas report will likely need to be submitted. E. Is the lot less than 5,000 sq. ft. in area? ❑ YES 12 NO If yes,your site and building will need to comply with the standards in AMC 19.43.010.C. F. Is your project involving an accessory dwelling unit? El YES 12 NO If yes,your site and building will need to comply with the standards in AMC 19.47. G. Will more than 2-acres be cleared and/or more than 5,000 board feet ❑ YES 12 NO (about 1 log truck load)of timber be harvested? If so you may need to obtain a forest practices permit from DNR. H. Is this project subject to the SEPA process? If yes, you will be required to ❑ YES 12 NO submit a SEPA checklist. If you have already completed the SEPA process, list the permit number here: 5. REQUIRED SIGNATURE I hereby declare that I am either the owner of the property listed on this application or the owner of this property has authorized me to be their representative to act for them. I also declare under penalty of perjury under the laws of the State of Washington that all of the statements and answers contained herein, and the information submitted with this application form is in all respects,true, correct, and complete to the best of knowledge and belief. March 5, 2021 ignature Date Jack E. Reinstra Printed Name Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 8 of 18 I;GI (�� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 1cor. $ Phone: (360)293-1901 FORM BP-3: PLUMBING AND MECHANICAL FIXTURES imiiM MECHANICAL Equipment Type: Appliance/Equipment Information (new and relocated): Total #: Furnace: Gas#: 1 Elec#: BTU: Other#: 1 Wall Heater: Gas#: 1 Elec#: Other:#: Location(s): 1 Gas Water #: Location(s): Heat Pump: Elec#: 1 Other#: Capacity: 1 Air Conditioning: Elec#: Other#: Capacity: Radiant/Hydronic Gas#: Elec#: Other:#: Location(s): Exhaust Fans: Bath#: 4 Laundry#: 1 Other: 5 Range Hood: if: 1 Location(s): Kitchen 1 Fireplace: Gas#:1 Elec#: Other:#: Location(s): Living 1 Clothes Dryer& Duct: Gas#: (ductless) Elec#: Other:#: Location(s):Laundry 1 Stove/Range/Oven: Gas#: 1 Elec#: Other:#: Location(s): Kitchen 1 Gas Piping/Outlet(s): #: 5 Location(s): Kitchen; Living; Garage; Laundry; Mech. 5 Boiler Gas#: Elec#: BTUs: Location(s): Other: #: Location(s): ' TOTAL MECHANICAL OUTLETS: 17 PLUMBING Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): 3 Refrigerator water supply(for water/ice 1 Kitchen Sink: 1 Pressure Reduction Valve/Pressure Regulator: 1 Utility Sink: 1 Water Service Line: Tub: 2 Water Piping: Hand Sink: 4 Clothes Washer: 1 Shower: 1 Electric Water Heater: Tank-less? Yes ❑ Dishwasher: 1 Backflow Prevention Assembly: 1 Hose Bib: 2 Other: TOTAL PLUMBING FIXTURES: 19 Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 9 of 18 I;GI4, PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 $ Phone: (360)293-1901 FORM BP-4: ARCHITECTURAL PLAN REQUIREMENTS 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 4317 Cherry Court PARCEL NUMBER(S) P135450 2. GENERAL INFORMATION This form is intended to assist applicants in creating complete, code compliant architectural plans. Please check the plans you wish to submit to make sure they contain each of the listed items. To the right of the Requirements column is space for you to list the sheet number of the plan set where the listed information is shown. • Minimum Plan Size: 11" x 17" and drawn in an architectural scale. • Architectural plans for structures 4,000 square feet or larger are required to be prepared and stamped by an architect licensed in the State of Washington. • Structural plans must be stamped by a structural engineer licensed in the state of Washington. 3. REQUIREMENTS FOR ALL ARCHITECTURAL PLANS COMPLETE REQUIREMENTS PAGE#ON ? YOUR PLANS Cover (or 1st page) must include: • Site address / • Parcel number V • Lot number(if applicable) SHEET A2.1 • Lot size • Lot coverage • % impervious surface coverage Floor plans with existing (if applicable) and proposed building layout with square SHEET Vfootages and with the use of each room/area labeled. A3.1 &A3.2 Window and door sizes labeled and window ventilation area. Commercial, SHEET VMulti-Family, and Mixed-Use Structures must also include door and window A3.1 &A3.2 schedules. Plumbing, duct, and electrical layout. Penetration protection must be shown. V Opening headers, size, and material. SHEET A3.9&A3.2 Cross section details, showing typical foundation,floor, wall, ceiling and roof SHEET A5.1 construction and insulation. VStructural members labeled as to size and spacing as well as bracing, blocking, VARIOUS bridging, special connectors, and anchor bolts. SHEETS V Details documenting energy code compliance. SHEET A3.1 VExterior building elevations demonstrating compliance with applicable structure SHEET type design standards (small lot, duplex, or ADU) and maximum building height A6.1 &A6.2 Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 10 of 18 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street, Anacortes WA 98821 1rt w� Phone: (360)293-1901 Building height (see AMC 19.42.120 for measurement methods,exceptions and modifications). • Label the building height at the highest point of the structure from the average of the natural topography at the foundation at the front of the building. V • Label the average elevation of the natural topography at the front of the Sheet A-6.1 building. • Label the elevation at the center of all exterior walls of the proposed building. • For ADUs only, include elevations demonstrating compliance with the height/setback plane(see AMC 19.47.030(C)(6)). Special details as needed (i.e., stairs,fireplaces, special construction). VARIOUS SHEETS SHEET VInsulation and insulation values of walls, slab,floors, and roof/ceiling. A3.1 &A5.1 V Existing and proposed grades with slope of lot shown. SITE PLAN Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 11 of 18 Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT 9111111‘4 Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street, Anacortes WA 98821 Y; %" Phone: (360)293-1901 FORM BP-5: STORMWATER MANAGEMENT MINIMUM REQUIREMENTS DETERMINATION 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 4317 Cherry Court PARCEL NUMBER(S) P135450 2. GENERAL INFORMATION Most development within the City of Anacortes that involves disruption of soils, or construction of buildings, streets, parking lots,etc. requires a Stormwater review. Stormwater review requirements are based on either the amount of soil to be disturbed (grading,vegetation removal),or the amount of hard surface that is created or replaced on a site(building footprint,concrete,asphalt or gravel parking,sidewalk,etc.) This form is largely targeted for small projects and single family residences. For larger projects and more information please refer to the Anacortes Municipal Code(Chapter 19.76 Stormwater Management)and the latest Washington State Department of Ecology Stormwater Management Manual for Western Washington (Ecology Manual). 3. HARD SURFACE AREA CALCULATION Please calculate your project's hard surface amount;guidance is provided on the next page of this document. Use your project's total hard surface calculation to follow the flow chart(s) in this packet and determine the level of stormwater management required for you project. When determining your permit level or if stormwater thresholds are met or exceeded the entire project must be considered. A project is that portion of a property, properties,or right of way subject to land disturbing activities, new hard surfaces and replaced hard surfaces. The hard surface on your property will determine the storm water utility fees and the stormwater general facility charge. All new or replaced hard surfaces should be accounted for. Below are excerpts from the Anacortes Municipal Code and Ecology Manual that may assist you in preparing this information. "Hard surface area"means an impervious surface, a permeable pavement, or a vegetated roof. "Impervious surface"means a non-vegetated surface area which either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A non-vegetated surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. "Replaced impervious surface"means,for structures, the removal and replacement of impervious surfaces down to the foundation. For other impervious surfaces, the removal down to bare soil or base course and replacement. Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 12 of 18 1� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT 1` Mailing Address: P.O. Box 547, Anacortes, WA 98221 ‘7%� ;� Office Location: 904 6th Street, Anacortes WA 98821 �( car Phone: (360)293-1901 Land disturbance Description Total (SF) Total Area of Land disturbing activity 20,100 Total area converted from vegetation to 14,050 lawn or landscaped areas Hard surface area calculation Existing Removed Proposed Proposed Description (SF) (SF) Replaced New (SF) (SF) Non Pollution Generating Hard Surface Area 0 0 0 3,389 (Sidewalks, paths, patios,etc.) Pollution Generating Hard Surface Area 0 0 0 2,662 (Driveways, parking areas, etc.) Total Hard Surface 0 0 0 6,051 Site Size 20,526 Existing impervious surface coverage% 0 (sq.ft. hard surface/site size) Use the information in the above table to navigate the flow chart(s) on the next page and determine the applicable stormwater management minimum requirements for your project. Then complete the applicable Stormwater Minimum Requirements Form on the Public Works - Engineering Department Forms website and provide required submittal items/plans. Check applicable box Minimum Requirements Determination Minimum Requirements#1-9. ❑ Minimum Requirements #1-5. Res.Building Per�Application Submittal checklist Updated October36,2019 Minimum Requirement#2. Page 13 of 18 Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT l.. 9�'� Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street, Anacortes WA 98821 Villieircv Phone: (360)293-1901 FLOW CHART FOR DETERMINING REQUIREMENTS FOR NEW DEVELOPMENT Start Here Does the site have 35% Yes See Redevelopment Minimum or more of existing ► Requirements and Flow Chart impervious coverage? (Figure I-2.4.2). No Does the project convert 3/4 acres or more of vegetation to Does the project result in lawn or landscaped areas,or 5,000 square feet,or No convert 2.5 acres or more of greater,of new plus ► native vegetation to pasture? replaced hard surface area? \ No Yes Yes Does the project result in 2,000 r square feet,or greater,of new plus All Minimum Requirements replaced hard surface area? apply to the new and replaced hard surfaces and converted vegetation areas. Yes No Does the project have land Minimum Requirements#1 disturbing activities of 7,000 through#5 apply to the new YeS square feet or greater? and replaced hard surfaces and the land disturbed. No V Minimum Requirement#2 applies. Figure 1-2.4.1 Flow Chart for Determining Requirements for 641 New Development DEPARTMENT OF Revised June2015 ECOLOGY Please see http./Avww,ecy,wa gov/cnpyrighthtml for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 14 of 18 y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 kz Office Location:904 6th Street, Anacortes WA 98821 Phone: (360)293-1901 FLOW CHART FOR DETERMINING REQUIREMENTS FOR REDEVELOPMENT Does the project result in 2,000 square feet,or more,of new plus replaced hard surface area? OR Does the land disturbing activity total 7,000 square feet or greater? v Yes No Minimum Requirements#1 through#5 apply to the new and replaced hard Minimum Requirement#2 applies. surfaces and the land disturbed. Next Question Does the project add 5,000 square feet or more of new hard surfaces? OR Convert 34 acres or more of vegetation to lawn or landscaped areas? OR Convert 2.5 acres or more of native vegetation to pasture? Yes No All Minimum Requirements apply Next Question Is this a road to the new hard surfaces and the related project? \No converted vegetation areas. Yes Does the project add 5,000 square feet or more of new hard surfaces? Yes No Is the total of new plus replaced hard surfaces Do the new hard . 5,000 square feet or more, surfaces add 50%or No No additional No AND more to the existing 110requirements. does the value of the proposed improvements hard surfaces within -including interior improvements-exceed the project limits? 50%of the assessed value(or replacement value)of the existing site improvements? Yes�� All Minimum Requirements apply to the new and replaced hard surfaces and converted vegetation areas. --)Yes Figure 1-2.4.2 Flow Chart for Determining Requirements for Redevelopment DEPARTMENT OF Revised June 2015 ECOLOGY Please see htfp./Nuww.ecy.we.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 15 of 18 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT — Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street, Anacortes WA 98821 `4 86�� Phone: (360)293-1901 FORM BP-6: SITE PLAN REQUIREMENTS 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 4317 Cherry Court PARCEL NUMBER(S) P135450 2. GENERAL INFORMATION This form is intended to assist applicants in creating complete, code compliant site plans. Please check the plans you wish to submit to make sure they contain each of the listed items. To the right of the Requirements column is space for you to list the sheet number of the plan set where the listed information is shown. • Minimum Plan Size: 11"x 17" and drawn in an engineering or architectural scale. 3. INFORMATION REQUIRED ON ALL SITE PLANS COMPLETE? REQUIREMENTS PAGE#ON YOUR PLANS Cover sheet must contain all of the following: • Vicinity Map • Name of the project • Name, address, and telephone number of owner and agent(s) • Name, address, and telephone number of Applicant (if different from V the owner) SITE PLAN • Zoning designation of the site • Area, in square feet and acreage, of the project site • Reference to the Building Code used • Proposed use • Occupancy group • Construction type • Square footage and height of each individual building • Percent lot coverage • Percent impervious surfaces V Scale and North Arrow SITE PLAN Property features: Location, identification, and dimensions of all property lines and Veasements. All easements shown on the title report, Record of SITE PLAN Survey, or plat must be dimensioned and shown. Location and dimensions of existing critical areas (wetlands, streams, steep slopes) and their associated buffers. Location of Ordinary High Water Mark and shoreline jurisdiction limits (if adjacent to a shoreline). Existing and proposed contours and site elevations (i.e. finished SITE PLAN grades) at 5-foot minimum increments. The horizontal and vertical control datum must be clearly shown. Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 16 of 18 ; Iy PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 k Aco�. Phone: (360)293-1901 Structures: V Location, identification, dimensions and size of all existing and SITE PLAN proposed buildings and other structures. Location of existing and proposed retaining walls, rockeries, and VLocation, identification, and dimensions of all setbacks. SITE PLAN Show proposed projections into required setbacks, including dimensions (see AMC 19.44.140) Utilities & Easements: Location and dimensions of existing and proposed stormwater, SITE PLAN V sanitary sewer, potable water, and fiber lines/facilities. All wells and septic systems located on or near the project site must also be identified. Location of all existing and proposed fire hydrants within 300 feet of SITE PLAN the boundary of the project site. Location and dimensions of existing and proposed freestanding lighting fixtures, utility junction boxes, public utility transformers. Stormwater ✓ Proposed Temporary Erosion and Sediment Control Measures, if not SITE PLAN located on other plans. Proposed permanent stormwater management BMPs. PROVIDED Access, Circulation & Parking Location, identification, and dimensions of all existing and proposed on-site and adjacent streets and alleys, including the location and SITE PLAN dimensions of all existing and proposed curbs,gutters,sidewalks, median islands, and street trees. Show existing and proposed vehicular access to the site, including the SITE PLAN V size and location of driveways and curb cuts. Show existing and proposed parking spaces, including surface material and dimensions of spaces. Open Space (ADUs, Small Lots, and Duplexes) Show calculations, location, dimensions and provided square footage of required open space area per AMC 19.43.010.C, E, or AMC 19.47, as applicable. Landscaping Show the location and design of landscape areas to be preserved and Vplanted, and a plant list to include the location, number,size and type LANDSCAPE of plant material by botanical and common name. PLAN Location of irrigation system if a permanent or temporary system is proposed. Show the location of existing trees to be retained in conformance LANDSCAPE Vwith AMC 16.50, and tree protection measures to be implemented, PLAN when applicable. Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 17 of 18 Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street, Anacortes WA 98821 \' iv Phone: (360)293-1901 coW Provide a maintenance plan for any infiltration-based stormwater best management practices (BMPs) built as part of the landscaping design, including the specifications and maintenance procedures of any soil amendments. Show new trees to be planted and tree unit credit calculations, in LANDSCAPE conformance with AMC 16.50 Tree preservation,when applicable PLAN The following table, with project specific information filled in, must be placed on the site plan: Required Landscaping For Example Calculations LANDSCAPE V Site Area 7,500 sq.ft. PLAN %of site area to be landscaped (per 20%-R2A zone AMC Tables 19.42.020-.030) 1,500 sq.ft. required 1,850 sq.ft. provided Compliance with AMC Ch. 16.50 Tree unit credits required: Tree Preservation. • 8 tree units required Tree unit credits retained: • 2 trees 6"dbh=4 tree unit credits retained Tree unit credits provided: • 2 new deciduous trees(min. 2" caliper @ 6" above ground) • 2 new evergreen trees(8' in height) Number of required street trees 1 per 30'of frontage 60 lineal feet of frontage=3 street trees Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 18 of 18 2316 Antone Way Tim K. Garrison, P.E. Anacortes,WA 98221 Phone: (360) 708-1865 Professional Engineer TimG@TimKGarrison.com Structural Lateral Analysis: New Home at 4317 Cherry Court, Lot 4, Anacortes, WA Client: LG Anacortes, LLC Job Number: T21010 Building Design: Jack Reinstra Date: February 11, 2021 Rip 4fr ALti zia zt ill I. INDEX: • Design Drawings, Callouts and Specifications. S 1 (24""x36"") Calculations. Cl —C5 Total No. of pages excluding cover sheet: 1, 24x36+ 5, 8.5x11 Notes, Disclaimers: ConstructionCalc,Inc. (CCI) takes responsibility only for items specifically addressed within this report set. This report is valid only for the specific project shown above and herein. Further, this report is valid only if it is stapled or otherwise bound as it originally left this office,and contains all of the sheets as originally bound. Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendums). ci 2316 Antone Way Tim K. Garrison, P.E. Anacortes, WA 98221 Phone:(360) 708-1865 Professional Engineer TimG@TimKGarrison.com Structural Strategy Lateral: Porch roofs, use diaphragms to horizontal cantilever lateral loads back to building. Posts may be pin-pin-okay. Most shear walls with<150 plf applied lateral loads have low unit shear force thus no holdowns are required by inspection (uplift is 21 27, easily handled by anchor bolts and/or bottom plate attachment • ( to framing below.) F I ^ :, Where plate to plate height of shear panel>3.5:1,use shear f' _ transfer around opening(STAO) and height of opening for aspect .„--_-_,A __ [ ___ _!':- ratio calc. Use continuous king studs at sides of opening and no joints in sheathing within 2'of opening corners to achieve STAO. I L a • 115 — 4 5 n w -- I A - =-- --•- • ,- I . i , d _ .1 I iIi;i i 11.. ,: _ �i .. 'i! BEDROOM"4 OPTION Ij .1 ,I 1 I. I I = }\r-- '' •I \ - I ..1 Il or- I 1 FIREPLACE OPTION '1 i, f C �._ y _--_ _ __. - J I . J 7 Structural Design Loads - IBC 2018 & ASCE 7-16 Seismic Calculations - Per ASCE 7-16 Project New home Job No t20097 Date 2/11/21 Location 4317 Cherry Ct.,Anacortes,WA(Lot 4) USGS 0.2 Second Response SS= 1.154 %of gravity USGS 1.0 Second Response St= 0.410 %of gravity No.of stories above ground lev. 'Rio Stories V Site Class S`'`f So'!Profile,D clyp.) • Risk Factor Comm'l,Industrial,Residential-Med Haz'rd,II V Eciuiv Lateral Force Method Seis importance, IE= 1.00 Structural System Bearing wall-wood or light steel shear wall w .2 sec response,Ss= 1.154 Ss use for Cs= 1.154 Is structure regular and 5 stories or less? Yes ' Use Ss=1.5 max for Cs talc 1 sec response,Si = 0.410 • Site coef,Fa= -1.038 Redundancy factor,p= 1 Site coef,F„= 1.590 Period, long-period(Map,ASCE7-10,p.224,fig 22-12),TL= 16 Response mod coef, R= 6.50 Height of top of building,hn= 28 ft 0-Str factor,Q,)= 3.00 Defl Amplf,Cd= 4.00 EQUIVALENT FORCE METHOD,ASCE 7-16 Ht Limit 65.0 ft Required Seismic Design Category D Spectral accel parameter,SMS= 1.198 Height Limit(feet) 65 Spectral accel parameter,SM1 = 0.652 Max.Allowable Story Drift 0.015 hsx or L/67 Design spectral parameter,SDS= 0.799 0-Str factor,0„ 3.00 Design spectral parameter,SDI = 0.435 Seismic Base Shear,V 0.123 *W I Building period coef,CT.= 0.020 Horizontal Seismic Load Effect, Eh 0.123 *W Approx fundamental period,Ts= 0.243 Vertical Seismic Load Effect,Ev 0.160 *W Upper limit period coef,Cu= 1.400 Seismic Load Effect E=Eh+-Ev 0.283D&-0.037D Building period,use,T= 0.341 LRFD Comb 5 1.36D+Eh+.5L+.2S Csmax= 0.275 LRFD Comb 7 0.74D+Eh Csmin= 0.010 ASD Comb 5 1.112D+ .7Eh Seis response coef,Cs= 0.123 ASD Comb 6b 1.08D+.525Eh+.75L+.75S Min diaphragm force, Fpx min= 0.16D ASD Comb 8 0.488D+ .7Eh Max diaphragm force, Fpx max= 0.32D Wind Loads Per ASCE 7-16 - Analytical Procedure Wind Loads On Buildings-MWFRS, Directional Procedure-All Heights Project New home Job No t20097 Date 2/11/21 Building Wind Exposure Exp B-Mean roof ht. :30',wooded or urban for>1,500 ft.' V Enclosure Classification Enclosed Building fTypica.l) V 3-Sec Gust, Basic 110 mph var ASCE7-16 maps Method ASD,BaskCombos.Stress increases allowed f,r wood only. • Load Comb Factor 0.6 Roof Pitch 1, max. 6.00 /12 Slope 1 0= 26.6 deg Roof Pitch 2, max. 6.00 /12 Slope 2 0= 26.6 deg G3 Hill Shape Topograph;:-Factor Not Applicable 1r UJB 0.98 Building Width Perp.To Ridge B= 61 ft h!L 0.33 Building Length Parallel To Ridge L= 60 ft Gust Effect Factor G= 0.85 Mean Height Of Roof(ft) h,n= 20.0 ft 3-Second Gust Power Law Exponent e,= 7.0 Eave Height(ft) heave= 9.0 ft Normal Ht.Of Atmosp.Bndry Layer zg= 1,200 ft Directionality Constant Kd= 0.85 Velocity Press.Exposure Coefficient Kh= 0.624 26.8 ASCE 7 Height of Hill or Escarpment(ft) H= IBC Load Factor for ASD Wind-1605.3.2 w= 0.60 Narrowest Half-Width of Hill at Half-Height(ft) Lh= Topographic Factor Kzt= 1.000 Horiz. Distance From Crest To Bldg.Site(ft) x= I Velocity Pressure @ mean roof ht. qh= 16.43 psf Windward Wall Pressures Internal Pressure Intermed. Windward Internal Pressure Elev Value q, Wall 0-15 feet 0.575 9.08 psf 6.17 psf +/-2.96 psf 15-20 feet 0.624 9.86 psf 6.70 psf 20-25 feet 0.665 10.51 psf 7.14 psf Longitudinal (Parallel To Ridge) 25-30 feet 0.701 11.07 psf 7.53 psf 30-40 feet I 0.761 12.02 psf 8.17 psf Leeward Wall Side Walls 40-50 feet . 0.811 12.81 psf 8.71 psf -4.19 psf -5.86 psf l 50-60 feet ) 0.854 13.49 psf 9.17 psf (Outward) (Outward) 60-70 feet 0.892 14.10 psf 9.59 psf Roof Pressures- 70-80 feet 0.927 14.65 psf 9.96 psf Based On Posn. Pressure Down Ridge 0 to h/2 -7.54 psf Transverse (Perp. To Ridge) h/2 to h -7.54 psf- h to 2h -7.54 psf Leeward Wall Side Walls >2h -7.54 psf -4.16 psf -5.86 psf (Outward) (Outward) Horiz proj 8.17 psf Slope 1 - 12.3 psf 6.00/12 t+( ` o -1.85 psf -5.03 psf 2.25 psf 7.53 psf �.- �, i 11.7 psf „sue. 4. fsi\ .... f 7.14psf #re +/-2.96 psf 11.3 psf ° t +/-2.96 psf { alikti 6.70 psf +/-2.96 psf � semini-4.16 psf 10.9 psf w ` 6+/ 2.96 psf 6.17 psf ..._ . X:: 10.3 psf 01 __ 61.00 ft S Roof 1 slope: 6:12 0.46 rads 26.57 deg Roof 2 slope: 6:12 0.46 rads 26.57 deg Press,slope 1,roof,horiz proj: 3.3 psf Press,slope 2,roof,horiz proj: 3.3 psf ConstructionCalc, Inc c4 Lateral Load Calculator Job No.: t21010 Job Name: Lot 4 Cherry By: tkg Architect/Designer: Reinstra Date: 2/11/2021 Building: house+gar R basic 6.5 rho basic 1.0 SEISMIC LOAD CALCULATOR Seismic Factor: 0.123 (Basic.Ma Roof Snow 25 psf Fir Storage LL Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: up n-s up e-w dn n-s dn e-w Dim 1 30.00 3004.85 N Dim 2 28.00 1.00 Trib Area 939.1 0.0 3059.5 C 0 0•J 0.0 0.0 0.0 T i r r 1 T r o Dead weight,psf. 15.0 15.0 5.0 15.0 15.0 15.0 15.0 15.0 cc Seismic factor.! 0.'23 , 3.123 , 0.123 , 0.123 a 0.123 i 0.123 I C.123 , OH 23 Calc'd seis load 1732.7 C.0 5108.3 0.0 0.0 0.0 0.0 0.0 Dim 1 108.00 1584.00 Dim 2 4.50 1.00 To Mul factor '.C3 1.00 ' .CO i.03 1.03 I :.00 1.C5 I.00 Trib Area 466.0 0.0 1534.0 0.0 0.0 0.0 0.0 0.0 �l.l Dead weight,psf.! •i0.0 1 10 0 1 10.0 I 19.0 I 10.0 i 10.0 1 10.0 1 10.0 Seismic factor. 0.12 3 , 0.123 j C.123 1 0.123 , 0.123 J 0.123 , 0.123 I 0.123 Calc'd seis load 597.8 • 0.0 1948.3 0.0 0.0 0_.0 0.0 0.0 Dim 1 28.00 Dim 2 26.00 Mul factor 1.00 1 C3 1.00 1.00 -I.r:;:. 1.00 ' .00 1.C7 oo Trib Area 0.0 0.0 728.0 0.0 0.0 0.0 0.0 0.0 LT_ Dead weight,psf.; 15.0 1 15.0 f 15.0 I 15.0 a 15.0 I 15.0 I 15.0 r 15.0 Seismic factor.; 0.123 i 0.123 f C.123 0.123 J 0.123 0.123 0.123 0.123 Calc'd seis load 0.0 0.0 1343.2 0.0 0.0 0.0 0.0 0.0 Other GLs 2330.5 2330.5 11820.3 Seismic Applied V 2330.5 2330.5 11820.3 11820.3 0.0 0.0 0.0 0.0 WIND LOAD CALCULATOR Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: , up r-s Lip e••w (=n n-c c -),; 0 0 0 0 Dim 1 28.00 18.00 439.00 N Dim 2 8.00 6.00 1.00 co Mul factor 1.C3 .0'3 1.00 1.00 1.00 1.C3 1.00 o Trib Area 0.0 224.0 108.0 439.0 0.0 0.0 0.0 0.0 ct Wind psf load! 8.0 1 0.0 1 8.0 3.0 r 8.0 , 3.0 i 8.0 1 3.0 Calc'd wind load 0.0 1792.0 864.0 3512.0 0.0 0.0 0.0 0.0 Dim 1 30.00 26.00 _ En Dim 2 8.00 4.50 Mul factor 0.50 C0 •. " 03 1.00 :.C'. C0 ^, n ..,.0 X Trib Area 120.0 117.0 0.0 0.0 3.0 0.0 0.0 0.0 w Wind psf load; 0.0 0.0 i 0.0 I 0.0 I 0.0 I 0.0 I 0.0 i 0.0 Calc'd wind load 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Dim 1 28.00 639.00 387.00 En Dim 2 4.00 1.00 1.00 ✓ 'Mul factor .00 1.00 1.00 1.00 .00 1.C: .CO ,.00 X Trib Area 112.0 0.0 339.0 387.0 0.0 0.0 0.0 0.0 w Wind psf load! 16., , 13.0 , 13.0 , 16.0 , 16.0 , 16.0 I 16.0 , 16.0 Calc'd wind load 1722.0 0.0 10224.0 6192.0 0.0 0.0 0.0 0.0 Other GLs 1792.0 1792.0 Wind Applied V 1792.0 1792.0 12880.0 11493.0 0.0 0.0 0.0 0.0 Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: . U 1 O • r ,1-s d^ 1 0 0 0 0 Controlling V 2,331 :o 2,331 lb 12,880 lb 11,820 lb 0 lb 0 lb 0 lb 0 lb Controlling Force Type seismic seismic wind s0i3mic - - ConstructionCalc, Inc Description: up n-s Distribution of Lateral Loads Seismic Adjustments per Grid Total V, unfactored .. Building: :: L r 3• :ar R adjust Grid Rho adj Grid Wind or Seis control?(wore) • Total V,factored 1.331 io Adjst'd multiplier -• - Grids 21 22 Percentage V 50% 50% Or Leftover V/grid 816;a ?',3'.b 0!b 01 0:) 0 ; 0 o 0 ih 1.631 ii' Sum check OK Min. Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use 26.0 If _ 23.0 If 31 p'1 `:- : 14.0 If 8.0 If 22.0 If 37'lf Description: up e-w Seismic Adjustments per Grid Total V,unfactored ... R adjust Grid Rho adj Grid Wind or Seis control?(wore) J Total V,factored 1,63'.. :5 ' Adjst'd multiplier - - Grids 2a 2b Percentage V 50% 50% ON, Leftover V/grid 81' s:, 816 lb 0 l', 0 lb 0 lh D lib O lb 0'b 0 I 'i,631 lb Sum check OK Min. Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use 22.5 If 4.0 If 26.5 If 31 Of :'•,:7 • 3.0 If 5.0 If 4.3 If 12.3 if 66 plf `.M.,1 Description: dn n-s Seismic Adjustments per Grid Total V,unfactored R adjust Grid Rho adj Grid Wind or Seis control?(wore) . Total V,factored 7,728 lb Adjst'd multiplier - - _ Grids 1,2 3,4 5 Percentage V 40% 20% 40% D°,:, Leftover V/grid 3,091 15 1,5:6 lb 3,091 lb 0 1b 0 lb 0 ib 0 lb 0 lb 0 lb 7,728 lb Sum chock OK Min. Grid Pnl 1 Pnl 2 Pnl 3 Pnl 4 Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use 15.0 If 4.0 If 6.0 If 7.5 If 2.0 If 2.0 If 6.3 If 42.5 If 72 plf 1911 5.0 If 17.0 If 5.5 If 27.5 If 56 plf 1PJV 14.5 If 5.5 If 18.0 If 5.5 If 43.5 If 71 p:f :P%N Description: dn e-w Seismic Adjustments per Grid Total V,unfactored • .. R adjust Grid Rho adj Grid Wind or Seis control?(w or e) Total V,factored 8,274 lb Adjst'd multiplier - - Grids a b,c Percentage V 35% 65% 0°', Leftover V/grid 2.896 lh 5,378 lb 0'5 0 lb 0 l5 0 0.5 0 lb 0;b 8,274 ib Sum check OK Min. Grid • Pnl 1 Pnl 2 Pnl 3 Pnl 4 Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use 2.7 If 6.0 If 7.3 If 3.0 If 3.8 If 3.8 If 25.6 if 109 plf 1 Eli; 12.0 If 17.8 If 3.0 If 3.0 If 2.8 If 2.5 If 4.2 If 4.2 If 43.5 If 109 plf 11 Hydrant Flow Test Report Test Date 12/18/2020 Test Time 9:00 AM Location Tested by 4301 Cherry Lane Mark Taitano Anacortes, WA 98221 Commercial Fire Protection, Inc. 17199 Bennett Rd Mount Vernon, WA 98273 (360)848-9093 Notes Read Hydrant New hydrant in cul-de-sac 37 psi static pressure 18 psi residual pressure hydrant elevation Flow Hydrant(s) Pitot Outlet Elev Size C Pressure Flow #1 3.5 0.93 12 1178 gpm Flow Graph 50 1109.3 gpm at 20 psi 40 30 psi = 20 10 0 500 1000 1500 2000 2500 gpm Created with the free hydrant flow test program from www.igneusinc.corn 4301 Cherry Lane,Anacortes,WA 98221 ! Ilrit ill 1 lippL.. 4301 Cherry Ln, Anacortes,WA 98221 mu .. _. 1 New Hydrant 4• Q Static:37 psi ' m pi J eD Residual 18 psi Flow:1178 gpm - Calculated flow at 20 psi:1109 gpm w if!ti I RNA � • v 2018 Washington State Energy Code—Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family—New&Additions(effective February 1,2021) Version 1.0 These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings(townhouses). Project Information , Contact Information Plat of Cherry Court, Lot#4 Jack E. Reinstra 4317 Cherry Court 360-420-9542;jackr@landedgentry.com 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,TableR406.2- Fuel Normalization Credits and 406.3- Energy Credits. Authorized Representative Jack E Re I rl S+tra Da 2ly signed by Jack E Reinstra Date 03/05/2021 Date: 021.03.05 11:28:07-08'00' 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 bje n/a n/a Ceiling a 49 0.026 Wood Frame Wall g,h 21 int 0.056 Floor 30 0.029 Below Grade Wall c,b 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. e For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38 if the full insulation depth 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. Prescriptive Path—Single Family 2018 Washington State Energy Code-R 1 2018 Washington State Energy Code-Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family-New&Additions(effective February 1, 2021) 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#3 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 P 1 Combustion heating minimum NAECAb 0.0 El 2 Heat pump` 1.0 El 3 Electric resistance heat only-furnace or zonal -1.0 El 4 DHP with zonal electric resistance per option 3.4 0.5 El 5 All other heating systems -1.0 ❑ Energy Credits-select ONE Options Energy Credit Option Descriptions energy option from each P category 1.1 Efficient Building Envelope 0.5 ❑ 1.2 Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 0.5 El 1.4 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 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 U 2.0 ❑ 3.1' High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 0 3.3' High Efficiency HVAC 1.5 ❑ I 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ 3.6a High Efficiency HVAC 0 2.0 ❑ I 4.1 High Efficiency HVAC Distribution System 0.5 El I 4.2 High Efficiency HVAC Distribution System 1=1 1.0 ❑ I Prescriptive Path-Single Family 2018 Washington State Energy Code-R 2 2018 Washington State Energy Code—Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family—New&Additions(effective February 1,2021) Summary of Table R406.2(cont.) Energy Credits-select ONE Energy Credit Option Descriptions(cont.) energy option from User Notes Options each category d 5.1d Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ I 5.3 Efficient Water Heating 1.0 ❑ L 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 ❑ I 5.6 Efficient Water Heating ❑ 2.5 0 I L 6.1e Renewable Electric Energy(3 credits max) 1.0 ❑ I 7.1 Appliance Package 0.5 ❑' Total Credits 6.0 Calculate Total Clear Form 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)or C403.3.2(5) c. Equipment listed in Table C403.3.2(1)or C403.3.2(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. f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. 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 3 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This tool will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please complete the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section,some values will be calculated for you. If you do not see the selection you need in the drop-down options,please contact the WSU Energy Program at energycode@energy.wsu.edu or(360)956-2042 for assistance. Project Information Contact Information Plat of Cherry Court;Lot#4 Jack E.Reinstra 4317 Cherry Court 360-420-9542 Anacortes,WA 98221 jackr@landedgentry.com Heating System Type: CAll Other Systems *Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions" Design Temperature Instructions j Design Temperature Difference(AT) 46 Anacortes V I AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 2,397 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 9.0 21,573 Glazing and Doors U-Factor X Area = UA Instructions Lii v l 0.280 373 104.44 Skylights 1 U-Factor X Area = UA Instructions 0.50 Insulation Attic U-Factor X Area = UA Instructions lipR_ag 0.026 1,086 28.24 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instruction, I 0.027 1,311 35.40 1138Vented ] Above Grade Walls(see Figure 1) U-Factor X Area UA In R-27Intermediate 0.056 2,596 145.38 Floors U-Factor X Area UA Instruc. 0.025 2,397 59.93 R38 � Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions Select R-value No selection --- Slab Below Grade see Figure 1) J F-Factor X Length UA Instructions No selection --- Select conditioning v. Slab on Grade(see Figure 1) ) F-Factor X Length UA �SelectR-value I No selection Alm J Location of Ducts Instructions Duct Leakage Coefficient Unconditioned Space 1.10 Sum of UA 373.37 Envelope Heat Load 17,175 Btu/Hour Figure 1. Sum ofUAxAT Air Leakage Heat Load 10,717 Btu/Hour Volume x 0.6 x AT x 0.018 Above Grade Building Design Heat Load 27,893 Btu/Hour Air leakage+envelope heat loss Building and Duct Heat Load 30,682 Btu/Hour Ducts in unconditioned space:sum of building heat loss x 1.10 Ducts in conditioned space:sum of building heat loss x 1 Maximum Heat Equipment Output 38,352 Btu/Hour Building and duct heat loss x 1.40 for forced air furnace Building and duct heat loss x 1.25 for heat pump (07/01/13) Window, Skylight and Door Schedule Project Information Contact Information Plat of Cherry Court, Lot#4 Jack E. Reinstra 4317 Cherry Court 360-420-9542 Anacortes, WA 98221 jackr@landedgentry.com Width Height Ref. U-factor Qt. Feet Inch Feet Inch Area UA Exempt Swinging Door (24 sq. ft. max.) 1 2 8 6 10 18.2 0.00 Exempt Glazed Fenestration (15 sq. ft. max.) 0.0 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA Entry Door WSEC 0.20 1 3 ° 6 10 20.5 4.10 Entry Window WSEC 0.28 1 1 0 6 10 6.8 1.91 Study/Bdrm. #4 Opt. WSEC 0.28 1 5 ° 5 ° 25.0 7.00 Bedroom #2 WSEC 0.28 1 5 ° 5 ° 25.0 7.00 Bath#2 WSEC 0.25 1 2 ° 3 ° 6.0 1.50 Laundry WSEC 0.28 3 2 ° 2 ° 12.0 3.36 Dining WSEC 0.28 3 2 ° 2 ° 12.0 3.36 Dining SGD MFR 0.20 1 9 ° 6 10 61.5 12.30 Dining WSEC 0.28 1 9 ° 1 ° 9.0 2.52 Living WSEC 0.28 3 3 ° 6 54.0 15.12 Master Bedroom WSEC 0.28 2 3 ° 5 ° 30.0 8.40 Master Bedroom WSEC 0.28 3 2 ° 2 ° 12.0 3.36 Master Bath WSEC 0.28 1 4 ° 1 ° 4.0 1.12 Family WSEC 0.28 3 3 ° 4 3 38.3 10.71 Bedroom #3 WSEC 0.28 1 5 ° 5 ° 25.0 7.00 Bedroom #3 Closed WSEC 0.28 2 2 ° 2 ° 8.0 2.24 Bath #3 WSEC 0.28 1 2 ° 3 ° 6.0 1.68 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Vertical Fenestration Area and UA 355.1 92.68 Vertical Fenestration Area Weighted U= UA/Area 0.26 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA 0.0 0.00 Overhead Glazing Area Weighted U= UA/Area 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 373.3 92.68