The URL can be used to link to this page

Home My WebLink AboutPermit File BLD-2022-0750 3420 Oakes Avenue 1 C} City of Anacortes Invoice/Permit#: BLD-2022-0750 904 6th Street Applied date: 09/21/2022 P.O.Box 547 Issue date: 10/03/2022 _, Anacortes, WA 98221-0547 Expire date: 03/31/2024 (360) 293-1901 Job Address: 3420 OAKES AVE Permit Type: Single Family Alteration/Repair Permit ANACORTES WA98221-1209 Project: APN: P58533 Remarks: 800 SF garage addition to an existing attached garage Owner: MICHAEL& HEIDI HANSON Contractor: KEYSTONE BUILDING SERVICES LLC Address: 3420 OAKES AVE Address: 909 26TH ST ANACORTES WA98221-1209 ANACORTES WA98221-2822 Phone: Phone: (360)588-4189 License#: KEYSTB5876NO General Information: Fees: Use Zone R2A Building Permit Fee 762.75 Flood plain development N Plan Review Fee 495.79 Building Valuation 67000 State Building Code Fee Resi 6.50 Occupancy Group it-1 Stormwater Review 94.32 New or Replaced Hard Surface 1179 Total Calculated: 1,359.36 Lot Area 14450 Deposits/Receipts: 0.00 Garage Square Footage 800 Total Due: 1,359.36 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 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 c�oR Office Location: 904 61h Street, Anacortes WA 98821 Phone: (360) 293-1901 RESIDENTIAL BUILDING PERMIT APPLICATION THIS APPLICATION PACKET IS USED FOR THE FOLLOWING PROJECT TYPES: Single-Family Residences (SFR), Duplexes, Additions & Remodels, Accessory Structures (i.e. garages, carports), Accessory Dwelling Units, Manufactured Homes, Residential Decks & Retaining Walls, and Docks& Pilings. FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY INFORMATION PROJECT ADDRESS(STREET,SUITE#) ASSESSOR PARCEL NUMBER 3420 Oakes Ave. P58533, P31712 SUBDIVISION/LOT# ZONING LOT AREA(SIZE) 14,450.4 W 10 FT OF LOT 8,ALL OF LOTS 9 AND 10,BIock 901 R2A SQ. FT. TYPE OF PROJECT NEW X ADDITION REPAIR REMODEL CHANGE OF USE IX4SFR Duplex ❑Deck/Porch Accessory Dwelling Unit: ❑Detached ❑Attached ❑Retaining Wall ❑ Manufactured Home ❑Accessory Structure ❑ Shoreline Structure(dock, pilings,floats etc.) * ❑Other: *If application is for a shoreline structure, please complete the Shoreline Structure Checklist. IS THIS WORK ASSOCIATED WITH ANOTHER PROJECT? I YES ✓ NO f YES, provide the permit/application number: PROJECT SUMMARY: PROJECT VALUATION Garage addition for existing attached garage (Cost of Materials & Labor) $67,000.00 PROPERTY OWNER INFORMATION NAME PHONE Mike & Heidi Hanson 360-393-5848 ADDRESS(STREET,CITY,STATE,ZIP) EMAILADDRESS 3420 Oakes Ave. mhanson09@gmail.com CONTRACTOR INFORMATION KeysPHONE Keystone Building Services, LLC 360-588-4189 CONTRACTOR'S BUSINESS LICENSES STATE LICENSE# EXPIRATION *All Contractors&Subcontractors must have a valid City KEYSTBS876NO 08/20/2023 of Anacortes business license prior to doing work in the UBI# EXPIRATION City. 603323312 08/31/2023 ADDRESS(STREET,CITY,STATE,ZIP) EMAILADDRESS 909 26th St Anacortes, WA 98221 keystonebuildingsvc@gmail.com Page 1 of 17 Res.Building Permit Application Submittal Checklist Updated April 20,2021 CONTACT PERSON -Select one person the city will contact for anything related to this project: ❑APPLICANT ❑PROPERTY OWNER ❑■ CONTRACTOR ❑OTHER(LIST BELOW) NAME PHONE Kris Yaun 360-610-5865 ADDRESS(STREET,CITY,STATE,ZIP) EMAILADDRESS 909 26th St Anacortes, WA 98221 keystonebuildingsvc@gmail.com LENDER INFORMATION RCW 19.27.095 requires the City to obtain information with regard to lenders. If there are no lender involved with your project, write "no lenders"on the Name Line below. NAME PHONE ADDRESS(STREET,CITY,STATE,ZIP) EMAILADDRESS ACKNOWLEDGEMENTS & SIGNATURE Read and initial each of the following statements prior to signing this application: KYI 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. KYI understand that if 1 submit incomplete, inaccurate, and/or erroneous information it will take the City longer to process my permits. KYI 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. KYI understand and acknowledge that Special Inspections could be required as part of my project, and if needed 1 will be required to pay for the cost of these inspections. KY I understand and acknowledge that financial securities could be required as part of the work I am completing and I agree to provide the items needed for the City to calculate these securities and to provide the securities themselves. KY I understand that if permits are reviewed concurrently such as design review, site plan, traffic 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 1 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. 09/20/2022 SIGNATURE DATE Kris Yaun PRINTED NAME Res.Building Permit Application Submittal Checklist Updated December 2021 Page 2 of 17 SUBMITTAL CHECKLIST v v D m v 0 M 3 3 X D C y O r V n O 70 �n Residential Building Permit � �- v o O 3 3 Submittal Requirement Checklist Q ,' °' o '� n c o O fD '* 7 N O Residential Building Permit Application Form X X X X X (FORM BP-1—attached) Structure &Site Information Form X X X X X (FORM BP-2—attached) Mechanical & Plumbing Fixtures Form X X X (FORM BP-3—attached) Architectural Plans X X X X X (requirements listed on FORM BP-4-attached) Stormwater Management Minimum Requirements X X X X Determination (FORM BP-s,attached) Stormwater Site Plan X X X X Site Plan & Landscape Plans- requirements listed on Form X X X X X BP-6 ✓� Structural Plans&Calculations X X X X X ❑ Energy Code Plans& Forms X X Manufacturer's Specifications/Cut Sheets X ITCopy of recorded survey X X X X ❑ Critical Area Identification Form X X X X X ❑ Shoreline Structure Checklist, if applicable X X ❑ Technical Reports X X X X ❑ Other Required Permits, if applicable X X X X X ❑ I ADU Affidavit of Owner Occupancy(signed) X SUBMITTAL INFORMATION Please send applications in PDF format to buildingpermit@citvofanacortes.org ➢ Send applications in PDF format with a file and message size no greater than 30 MB.An email with a link to a file share site (Dropbox, Google Drive, OneDrive, etc.) is acceptable. Paper copies may be requested after initial review. FEES Once application is received, staff will reach out if a deposit is required. Otherwise, permit fees are paid prior to building permit issuance. Res.Building Permit Application Submittal Checklist Updated December 2021 Page 3 of 17 REQUIRED SUBMITTAL INFORMATION Additional details on certain submittal items are provided below to ensure Applicants are fully aware what City staff will be looking for when an application is submitted to the City. FORMS AND PLANS • FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION FORM. Provides key information about your project, including type of permit you are applying for, and property owner, contractor, and contact information. • FORM BP-2: STRUCTURE AND SITE INFORMATION FORM. Provides key information about the proposed structure, including height, floor areas, fire protection proposed, and asks questions about site characteristics that are used to determine whether your project requires any other information or additional permit applications to be submitted. • FORM BP-3: PLUMBING AND MECHANICAL INFORMATION. Form BP-3 provides space for you to fill in fixture information for plumbing and mechanical appliances and equipment that are included as part of your project. • FORM BP-4: ARCHITECTURAL PLAN REQUIREMENTS. Form BP-4 contains a list of all the items required to be shown on Architectural Plans. • FORM BP-5: STORMWATER MANAGEMENT DETERMINATION FORM. 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.). Form BP-5 assists you in determining the level of stormwater review(applicable Minimum Requirements) required for your project. • STORMWATER SITE PLAN. The Stormwater Site Plan is the comprehensive report containing all of the technical information and analysis necessary for regulatory agencies to evaluate your project for compliance with stormwater requirements. The level of stormwater review and contents of the Stormwater Site Plan will vary with the type and size of the project, and individual site characteristics. Use Form BP-5 to determine the level of stormwater review and then complete the applicable Stormwater Minimum Requirements Form on the Public Works- Engineering Department Forms website and provide required submittal items/plans. • FORM BP-6: SITE PLANS& LANDSCAPE PLANS. Form BP-6 contains a list of all the items required to be shown on Site and Landscape Plans. • STRUCTURAL PLANS: Plans prepared and stamped by a State of Washington licensed professional structural engineer drawn at a scale approved by the Building Official clearly indicating the information required by the "Permits" section of the currently adopted International Building Code and Chapter 19.27 RCW (State Building Code Act, Statewide amendments), and City submittal forms including: structural members labeled as to size and spacing as well as bracing, blocking, bridging, special connectors, and anchor bolts; cross-section details, as needed,to show typical foundation,floor, wall, ceiling and roof construction; insulation of walls, floors and roof/ceiling; and details of stairs,fireplaces and special construction, if any. • STRUCTURAL CALCULATIONS: An analysis of loads, materials, etc., prepared and stamped by a State of Washington licensed professional structural engineer. Res.Building Permit Application Submittal Checklist Updated December 2021 Page 4 of 17 • ENERGY CODE FORMS: The standard Washington State Energy Office form requesting the information required under Chapter 51-11 WAC detailing building components used to comply with the State Residential or Nonresidential Energy Code, as applicable. • MANUFACTURER'S SPECIFICATIONS/CUT SHEETS: A document that summarized the performance and other technical characteristics of a product, machine, component, material, or subsystem (e.g., a power supply) in sufficient detail that allows the City to determine the product will be incompliance with applicable codes. • COPY OF RECORDED SURVEY. A survey of your property is needed so that conformance with minimum setback requirements and other development standards can been confirmed and verified on site by the inspectors. Property markers must be visible on your property. If they are not at the time an inspection is requested,you may need to have a new survey completed. • CRITICAL AREA IDENTIFICATION FORM. Use this from to determine and/or identify if critical areas or critical area buffers are located on or within 300 ft. of the development area. If critical areas are determined to be present, a Critical Area Permit may be required. • SHORELINE STRUCTURE CHECKLIST.This checklist is required to supplement the building permit application if the proposed structure or development is waterward or within 200 ft.from the shoreline.This checklist will also assist in determining what other approvals or permits may be required for the proposed work. OTHER SUBMITTALS DETERMINED ON A CASE-BY-CASE BASIS TECHNICAL REPORTS Following is a list of technical reports that will be required to be submitted to the City when certain circumstances exist on or near a site an Applicant is planning on making improvements to. The general triggers for each of the listed technical reports I provided below: A. CRITICAL AREAS REPORTS: In general, Critical Area reports are required when wetlands and/or streams are located on or near a site. Critical area mitigation plans may also be required, depending on the project proposal. See Anacortes Municipal Code Ch. 19.70 for additional information. B. GEOTECHNICAL REPORT: In general, Geotechnical Reports are required when work is proposed on or near slopes in excess of 15%and/or known landslide hazard areas. See Anacortes Municipal Code Ch. 19.70 for additional information. OTHER PERMITS DETERMINED ON A CASE-BY-CASE BASIS OTHER FORMS Following is a list of other permits that could be required in certain circumstances. The general triggers for each of the listed permits is provided below. A. FILL AND GRADE PERMIT: Grading (importing, exporting, and/or moving material on a site) of more than 50 cubic yards and/or if grading modifies the existing flow of stormwater or groundwater. B. RIGHT-OF-WAY PERMIT: A right-of-way permit is required anytime the public right-of-way is disturbed or obstructed in any way by private development or the general public. Res.Building Permit Application Submittal Checklist Updated December 2021 Page 5 of 17 FORM 1313-2: STRUCTURE AND SITE INFORMATION PROPERTY WHERE WORK IS OCCURRING ADDRESS 3420 Oakes Ave. PARCEL NUMBER(S) P58533, P31712 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 18'-11" to average grade of house AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD 1ST FLOOR: 2ND FLOOR: 3RD FLOOR: BASEMENT: GARAGE: 800 s.f. wood frame TOTAL DECK: TOTAL PORCH: OTHER: OTHER: OTHER: QUESTIONS ABOUT THE PROPOSED STRUCTURE Is a fire sprinkler system being installed? ❑YES ENO Is a monitored fire alarm being installed? YES ❑NO Are retaining wall(s) being built? ❑YES ❑NO Are structural plans required? I ❑YES ❑NO PROJECT SITE INFORMATION A. Is work within the City's right-of-way proposed? ❑YES ONO If YES, you will be required to submit a right-of-way permit application. If you have already submitted a ROW permit, list the permit number here: B. Is the lot less than 5,000 sq. ft. in area? ❑YES ONO If YES, your site and building will need to comply with the standards in AMC 19.43.010.C. Res.Building Permit Application Submittal Checklist Updated December 2021 Page 6 of 17 C. Is your project involving an accessory dwelling unit? ❑YES 0 NO If YES, your site and building will need to comply with the standards in AMC 19.47.030. D. Will more than 2-acres be cleared and/or more than 5,000 board feet ❑YES ONO (about 1 log truck load) of timber be harvested? If YES, you may need to obtain a forest practice permit from DNR. E. Is this project subject to the SEPA process? OYES C NO If YES, you will be required to submit a SEPA checklist. If you have already completed the SEPA process, list the permit number: REQUIRED SIGNATURE 1 hereby declare that 1 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. 1 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. 09/20/2022 SIGNATURE DATE Kris Yaun PRINTED NAME Res.Building Permit Application Submittal Checklist Updated December 2021 Page 7 of 17 FORM BP-3: PLUMBING & MECHANICAL INFORMATION MECHANICAL APPLIANCE/EQUIPMENT INFORMATION (NEW AND RELOCATED) EQUIPMENT TYPE Indicate the number of fixtures for each equipment type TOTAL GAS ELECTRIC OTHER-Please specify COMMENT Furnace Wall Heater Water Heater Heat Pump Air Conditioner/Handler Radiant/Hydronic Heating Exhaust Fans Range Hood Fireplace Clothes Dryer& Duct Stove/Range/Oven Refrigeration Unit Gas Piping/Outlet(s) Boiler BTUs: Other L TOTAL MECHANICAL OUTLETS 0 PLUMBING FIXTURES FIXTURE TYPE(NEW AND RELOCATED) TOTAL FIXTURE TYPE(NEW AND RELOCATED) TOTAL Toilets Refrigerator water supply Kitchen Sink Pressure Reduction Valve/ Regulator Utility Sink Water Service Line Tub Water Piping Hand Sink Washing Machine Shower Electric Water Heater:Tank-less? Yes❑ No❑ Dishwasher Backflow Prevention Device Urinal Hose Bib Floor Drain/Floor Sink Drinking Fountain Hydronic Heat in:❑Floor ❑Wall Grease Interceptor Other-please specify: TOTAL PLUMBING FIXTURES 0 Res.Building Permit Application Submittal Checklist Updated December 2021 Page 8 of 17 FORM BP-4: ARCHITECTURAL PLAN REQUIREMENTS 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. REQUIREMENTS FOR ALL ARCHITECTURAL PLANS COMPLETE? REQUIREMENTS PAGE# Cover lor 1ST page) must include: JXJ Site address X Parcel number X X Lot number(if applicable) Al X Lot size X Lot coverage 0 % impervious surface coverage X Floor plans with existing (if applicable) and proposed building layout with A3 square footages and with the use of each room/area labeled. Window and door sizes labeled and window ventilation area. Commercial, Multi-Family, and Mixed-Use Structures must also include door and window A3 schedules. Plumbing, duct, and electrical layout. Penetration protection must be shown. X Opening headers, size, and material. S1 X Cross section details, showing typical foundation,floor, wall, ceiling and roof A6 construction and insulation. X Structural members labeled as to size and spacing as well as bracing, blocking, S1 bridging, special connectors, and anchor bolts. Details documenting energy code compliance. Exterior building elevations demonstrating compliance with applicable X structure type design standards (small lot, duplex, or ADU) and maximum A5 building height Res.Building Permit Application Submittal Checklist Updated December 2021 Page 9 of 17 Building height (see AMC 19.42.120 for measurement methods, exceptions and modifications). • Show a line representing, and label the elevations of, the existing natural topography at the foundation at the front of the building. X • For corner lots and lots that slope downhill from the property line at A5 the front of the building: Show a labeled line representing the elevations at the center of all exterior walls of the 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). Insulation and insulation values of walls, slab, floors, and roof/ceiling. X Existing and proposed grades with slope of lot shown. Al, A5 Res.Building Permit Application Submittal Checklist Updated December 2021 Page 10 of 17 FORM BP-5: STORMWATER MANAGEMENT MINIMUM REQUIREMENTS DETERMINATION 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). 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. LAND DISTURBANCE DESCRIPTION TOTAL(SQ. FT.) Total Area of Land Disturbing Activity 1200 s.f. Total Area Converted from Vegetation to 0 Lawn or Landscaped Area Res.Building Permit Application Submittal Checklist Updated December 2021 Page 11 of 17 HARD SURFACE AREA CALCULATION Existing Removed Proposed Proposed DESCRIPTION (SF) (SF) Replaced New (SF) (SF) Non Pollution Generating Hard Surface Area 3093 869 (Sidewalks, paths, patios,etc.) Pollution Generating Hard Surface Area 1226 310 (Driveways, parking areas, etc.) TOTAL HARD SURFACE 4319 1179 Site Size 14,450.4 Existing Impervious Surface Coverage% 29.9 (sq.ft. hard surface/site size) MINIMUM REQUIREMENTS CALCULATIONS Use the information in the above table to navigate the flow chart(s) on the next few pages to 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. ❑ Minimum Requirements#1-9 ❑ Minimum Requirements#1-5 Q Minimum Requirement#2 Res.Building Permit Application Submittal Checklist Updated December 2021 Page 12 of 17 FLOW CHART FOR DETERMINING REQUIREMENTS FOR NEW DEVELOPMENT Start Here Does the site have 35% Yes See Redevelopment Minimum or more of existing 0, Requirements and Flow Chart impervious coverage? (Figure 1-2.4.2). 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 ZYesYesDoes the project result in 2,000 IF square feet,or greater,of new plus All Minimum Requirements replaced hard surface area? apply to the new and replaced hard surfaces and converted Yes NO vegetation areas. 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 IF Minimum Requirement#2 applies. Figure 1-2.4.1 Flow Chart for Determining Requirements for New Development DEPARTMENT OF Revised June2015 ECOLOGY Please see http//www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. Res.Building Permit Application Submittal Checklist Updated December 2021 Page 13 of 17 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? Yes lNo 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 Y4 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 requirements. 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? YesE All Minimum Requirements apply to the new and replaced 4-1 hard surfaces and converted vegetation areas. Yes Figure 1-2.4.2 Flow Chart for Determining Requirements for Redevelopment DEPARTMENT OF Revised June2015 ECOLOGYPlease see http b(roww.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. Res.Building Permit Application Submittal Checklist Updated December 2021 Page 14 of 17 FORM BP-6: SITE PLAN REQUIREMENTS 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. INFORMATION REQUIRED ON ALL SITE PLANS COMPLETE? REQUIREMENTS PAGE# ON PLANS COVER SHEET: X Vicinity Map X Name of the project X Name, address, and telephone number of owner and agent(s) ❑X Name, address, and telephone number of Applicant (if different from the owner) X Zoning designation of the site X Area, in square feet and acreage, of the project site X X Reference to the Building Code used Al X Proposed use X Occupancy group X Construction type X Square footage and height of each individual building X Percent lot coverage JXJ Percent impervious surfaces X Scale and North Arrow Al Property features Location, identification, and dimensions of all property lines and easements. X All easements shown on the title report, Record of Survey, or plat must be Al dimensioned and shown. X Location and dimensions of existing critical areas (wetlands, streams, steep Al slopes) and their associated buffers. X Location of Ordinary High Water Mark and shoreline jurisdiction limits (if Al adjacent to a shoreline). Existing and proposed contours and site elevations (i.e. finished grades) at S- X foot minimum increments. The horizontal and vertical control datum must be Al clearly shown. Structures X Location, identification, dimensions and size of all existing and proposed Al buildings and other structures. Res.Building Permit Application Submittal Checklist Updated December 2021 Page 15 of 17 x Location of existing and proposed retaining walls, rockeries, and fences. Al x Location, identification, and dimensions of all setbacks. Al X Show proposed projections into required setbacks, including dimensions(see Al AMC 19.44.140) Utilities & Easements Location and dimensions of existing and proposed stormwater, sanitary Al X sewer, potable water, and fiber lines/facilities. All wells and septic systems located on or near the project site must also be identified. X Location of all existing and proposed fire hydrants within 300 feet of the Al boundary of the project site. X Location and dimensions of existing and proposed freestanding lighting Al fixtures, utility junction boxes, public utility transformers. Stormwater X Proposed Temporary Erosion and Sediment Control Measures, if not located Al on other plans. Proposed permanent stormwater management BMPs. Access, Circulation & Parking Location, identification, and dimensions of all existing and proposed on-site Al and adjacent streets and alleys, including the location and dimensions of all X existing and proposed curbs, gutters, sidewalks, median islands, and street trees. X Show existing and proposed vehicular access to the site, including the size Al and location of driveways and curb cuts. X Show existing and proposed parking spaces, including surface material and Al 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 Al X planted, and a plant list to include the location, number, size and type of plant material by botanical and common name. Location of irrigation system if a permanent or temporary system is proposed. Show the location of existing trees to be retained in conformance with AMC Al X 16.50, and tree protection measures to be implemented, when applicable. 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 conformance with AMC 16.50 Tree preservation,when applicable Res.Building Permit Application Submittal Checklist Updated December 2021 Page 16 of 17 A table similar to the following with project specific information provided, must be placed on the site plan: Required Landscaping For Example Calculations Site Area 7,500 sq.ft. %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 December 2021 Page 17 of 17 2316 Antone Way Tim K. Garrison, P.E. Anacortes,WA 98221 Professional Engineer Phone:(360)708-1865TimG@TimKGarrison.com Structural Analysis: Garage Addition to Existing Home at 3420 Oakes Ave., Anacortes, WA Client: Mike Hanson Job Number:T22052 Building Design: Jim Dunlap Date:August 19, 2022 GARS AL r� w�cv IL. INDEX: Design Drawings,Callouts and Specifications. S1, S2 (24"x36") Calculations. C 1 —C5 Total No. of pages excluding cover sheet: 2,24x36+5, 8.5x11 Notes Disclaimers: Tim K. Garrison,P.E.,dba 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). G� Ti2316 Antone Way m K. Garrison, P.E. Anacortes,WA 98221 Professional Engineer Phone:(360)708-1865TimG@TimKGarrison.com Structural Strategy Lateral: This garage addition is designed to take 100%of its tributary lateral load thereby not increasing lateral load on existing house.Grid 5 is designed to take lateral load from new garage and from existing house between grids 3 and 5 due to the loss of shear wall at grid 6. Most shear walls with<150 plf applied lateral loads have low unit shear force thus no holdowns are required by inspection (uplift is easily handled by anchor bolts and/or bottom plate attachment to framing below.) Where plate to plate height of shear panel>3.5:1,use shear transfer around opening(STAG)and height of opening for aspect ratio calc. Use continuous king studs at sides of opening to achieve + STAO. I I 1 2 4 0L7 . 1 AREA ti 0 £ d Cl- Structural Design Loads - !BC 2018 & ASCE 7-16 Seismic Calculations - Per ASCE 7-16 Projectl Garage addition Job No t22o52 Date 8/19/2022 Location 13420 Oakes Ave.,Anacortes,WA USGS 0.2 Second Response Ss= 1.290 %of gravity USGS 1.0 Second Response St= 0.370 %of gravity No.of stories above ground lev. Fone story • Site Class I Stiff Soil Profile,D(Typ.) • Risk Factor ;Comm'I,Industrial,Residential-Med Hazard,II • Eguiv Lateral Force Method Seis importance, IE= 1.00 Structural System I Bearing wall-wood or light steel shear wall • .2 sec response,Ss= 1.290 Ss use for Cs= 1.290 Is structure regular and 5 stories or less? Yes • Use Ss=1.5 max for Cs calc 1 sec response,St= 0.370 Site coef,FB= 1.000 Redundancy factor,p= 1 Site coef, F,= 1.660 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= 15 ft O-Str factor,00= 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= 1.290 Height Limit(feet) 65 Spectral accel parameter,SMt = 0.614 Max.Allowable Story Drift 0.015 hsx or L 167 Design spectral parameter,Sps= 0.860 O-Str factor,Oo 3.00 Design spectral parameter,SDI= 0.409 Seismic Base Shear,V 0.132 *W I Building period coef,CTS= 0.020 Horizontal Seismic Load Effect,Eh 0.132 *W Approx fundamental period,T.= 0.152 Vertical Seismic Load Effect,Ev 0.172 *W Upper limit period coef,Cu= 1.400 Seismic Load Effect E=Eh+-Ev 0.304D&-0.04D Building period,use,T= 0,213 LRFD Comb 5 1.372D+Eh+.51-+.2S Csmax= 0.413 LRFD Comb 7 0.728D+Eh C','= 0.010 ASD Comb 5 1.12D+.7Eh Seis response coef,CS= 0.132 ASD Comb 6b 1.086D+.525Eh+.75L+.75S Min diaphragm force,Fpx min= 0.172D ASD Comb 8 0.48D+.7Eh Max diaphragm force,Fpx max= 0.344D Wind Loads Per ASCE 7-16 -Analytical Procedure Wind Loads On Buildings-MWFRS, Directional Procedure-All Heights Project Garage addition Job No t22052 j Date 8/19/2022 - Building Wind Exposure Exp D-Up to 600'of B or C+flat unobstructed or water. • Enclosure Classification Enclosed Building(Typical) • 3-Sec Gust,Basic 110 mph • ASCE7-16 maps Method ASD,Basic Combos.Stress increases allowed for wood only. • Load Comb Factor 0.6 Roof Pitch 1,max. 5.00 /12 Slope 1 .6= 22.6 deg Roof Pitch 2,max. 5.00 /12 Slope 2 6= 22.6 deg (-3 Hill Shape I Topographic Factor Not Applicable 1W LB 1.86 Building Width Perp.To Ridge B= 22 ft h/L 0.32 Building Length Parallel To Ridge L= 41 ft Gust Effect Factor G= 0.85 Mean Height Of Roof(ft) hir,= 13.0 ft 3-Second Gust Power Law Exponent Ct= 11.5 Eave Height(ft) heave= 10.0 ft Normal Ht.OfAtmosp.Bndry Layer zg= 700 ft Directionality Constant Kd= 0.85 Velocity Press.Exposure Coefficient Kh= 1.030 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= Velocity Pressure @ mean roof ht. qh= 27.13 psf Windward Wall Pressures Internal Pressure Intermed. Windward Elev Value a, Wall Internal Pressure 0-15 feet 1.030 16.28 psf 11.07 psf +/-4.88 psf 15-20 feet 1.083 17.11 psf 11.64 psf 20-25 feet 1.126 17.79 psf 12.10 psf Longitudinal (Parallel To Ridge) 25-30 feet 1.162 18.36 psf 12.49 psf 30-40 feet 1.222 19.30 psf 13.13 psf Leeward Wall Side Walls 40-50 feet 1.270 20.07 psf 13.65 psf -4.53 psf 9.68 psf 50-60 feet 1.311 20.71 psf 14.08 psf (Outward) (Outward) 60-70 feet 1.347 21.28 psf 14.47 psf Roof Pressures- 70-80 feet 1.378 21.78 psf 14.81 psf Based On Posn. Pressure Down Ridge 0 to h/2 -12.45 psf Transverse(Perp. To Ridge) h/2 to h -12.45 psf h to 2h -12.45 psf Leeward Wall Side Walls >2h -12.45 psf -6.92 psf 9.68 psf (Outward) (Outward) Horiz aroi 13.13 psf Slope 1 - 20.0 psf 5.00/12 Mgr -5.43 psf -8.30 psf 0.97 psf 12.49 psf 19.4 psf M. 12.10 psf +1-4.88 psf 19.0 psf 4 +/-4.88 F sf 11.64 f 4.88 psf -6.92 psf 18.6 psf IT/7-4.88 psf 11.07 psf �.,� 1 18.0 psf 0' 7�777 . 22.00ft Roof 1 slope: 5:12 0.39 rads 22.62 deg Roof 2 slope: 5:12 0.39 rads 22.62 deg Press,slope 1,roof,horiz proj: 5.3 psf Press,slope 2,roof,horiz proj: 5.3 psf ConstructionCalc, Inc G� Lateral Load Calculator Job No.: t22052 Job Name: Hanson By: tkg Architect/Designer: Dunlap Date: 8/18/2022 Building: new gar add'n R basic 6.5 rho basic 1.0 SEISMIC LOAD CALCULATOR Seismic Factor: 0.132 (Basic.Ma Roof Snow 25 sf Flr Storage LLO Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: 5 7 n-s w Dim 1 864.00 12.00 24.00 Dim 2 1.00 44.00 1 44.00 o Trib Area 936.0 572.0 1144.0 0.0 0.0 0.0 0.0 0.0 pr----------------------------------------r------------r------------,-------------i----,�5-O-------1 5 0--7 Dead weight,psf.` 15.0 ; 15.0 ; 15.0 ; 15.0 ; 15.0 ; 15.0 . --------�-------------------------------------y------------ ------------ ------------- -------- m Seismic factor.; 0.132 0.132 0.132 0.132 0.132 0.132 0.132 0.132 Calc'd seis load 1853.3 1132.6 2265.1 0.0 0.0 0.0 0.0 0.0 Dim 1 63.00 63.00 106.00 Dim 2 5.00 5.00 5.00 Mul factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Trib Area 315.0 315.0 530.0 0.0 0.0 0.0 0.0 0.0 ----TEU--------- 0.-0---�- w Dead weight,psf.; 10.0 10.0 10.0 --------- '------------- -----�--10.0 10.0 10.- 10.0 10.0 Seismic factor.; 0.132 ; 0.132 0.132 ; 0.132 ; 0.132 ; 0.132 ; 0.132 ; 0.132 '------------1-------------1-------------1-------------1-----------J-------------1-------------1-------------I Calc'd seis load 415.8 415.8 699.6 0.0 0.0 0.0 0.0 0.0 Dim 1 Dim 2 Mulfactor� 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o Trib Area 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LLr----------------------------------------r------------r------------,-------------r------------r---------_--7 Deadweight,psf.` 15.0 ; 15.0 ; 15.0 ; 15.0 ; 15.0 15.0 ; 15.0 ; 15.0 --•-------------i------------------------y-----------i-------------1------------------------ Seismic factor.; 0.132 0.132 ; 0.132 0.132 0.132 0.132 0.132 0.132 -------------------------•------------i-------------------------•-------------•---------- Calc'd seis load 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Other GLs Unfactored Seis Applied V1 2269.1 1 1548.4 2964.7 0.0 0.0 0.0 0.0 0.0 WIND LOAD CALCULATOR Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: 5 7 n-s 0 0 0 0 0 a Dim 1 15.00 44.00 C6 Dim 2 6.00 5.00 o Mul factor, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 W Trib Area 90.0 0.0 220.0 0.0 0.0 0.0 0.0 0.0 -------------------------T----8.0----r----$-�----r----8.0---r----8.0----T----8.0----r-------------i ca Wind psf load 8.0 ; 8.0 ; 8.0 g --------------------------------------•-----------i------------ ------------ ------- -- Calc'd wind load 720.0 0.0 1760.0 0.0 0.0 0.0 0.0 0.0 Dim 1 11.00 11.00 41.00 ;n Dim 2 5.00 5.00 5.00 Mul factor 0.50 0.50 1.00 1.00 1.00 1.00 1.00 1.00 X Trib Area 27.5 27.5 205.0 0.0 0.0 0.0 0.0 0.0 Wind psf loads 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 -------------19.0--------19.0--------19.0----------------------------------19.0--------19.0--- Calc'd wind load 522.5 522.5 3895.0 0.0 0.0 0.0 0.0 0.0 Dim 1 11.00 11.00 Dim 2 5.00 5.00 Mul factor 1.00 1.00 1.00 1.00 1.00 1.00 1 1.00 1.00 x Trib Area 55.0 55.0 0.0 0.0 0.0 0.0 0.0 0.0 Lu ------------------------------------------------------r------------�----------------------------------------- Wind psf load:--_18.0 -;- 18.0 18.0 18.0 18.0 18.0 18.0 18.0- Calc'd wind load 990.0 990.0 0.0 0.0 0.0 0.0 0.0 0.0 Other GLs Unfactored Wind Applied VI 2232.5 1 1512.5 5655.0 0.0 0.0 1 0.0 0.0 0.0 Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: Gridline: 5 7 n-s 0 0 0 0 0 Controlling V 2,269 lb 1,548 Ib 5,655lb 01b 0 lb 0 lb 01b 0 lb Controlling Force Type seismic seismic wind - - - - ConstructionCalc, Inc GS Description: 5.00 Distribution of Lateral Loads Seismic Adjustments per Grid Total V,unfactored 2,269 Ib Building: new gar add'n R adjust Grid Rho ad' Grid Wind or Seis control?(w or e)J seismic Total V,factored 1,588 Ib Ad'st'd multiplier - Grids 5 Percentage V 100% 1 1 0% Leftover V/grid 1,588 1b 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 0 lb 1,588 lb Sum check OK Min. Grid PH 1 Pnl 2 Pnl 3 Pnl 4 Pnl 5 Pnl 6 Pnl 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use 5 3.0 If 1 14.0If 17.0 If 93 plf 1PW Description: 7.00 Seismic Adjustments per Grid Total V,unfactored 1,548 Ib R adjust Grid Rho ad' Grid Wind or Seis control?(w or e) seismic Total V,factored 1,084 Ib Ad'st'd multiplier - - Gridsl 7 Percentage V1 1000/6 1 1 1 0% Leftover V/grid 1,0841b 0lb 0Ib 0lb 0Ib 0lb 0lb 0Ib 0lb 1,084lb Sum check OK Min. Grid Pnl 1 Pnl 2 PH 3 Pnl 4 Pnl 5 Pnl 6 PH 7 Pnl 8 Pnl 9 Pnl 10 Sum Eh PW use 7 41.0 If I I I I I I I I 1 1.0If 26 pif 1PW Description: n-s Seismic Adjustments per Grid Total V,unfactored 5,655 Ib R adjust Grid Rho ad' Grid Wind or Seis control?(w or e)L wind Total V,factored 3,393 Ib Ad'st'd multiplier Grids A D Percentage V 50% 50% 0% Leftover V/grid 1,6971b 1,6971b 0Ib 0Ib 0Ib 0lb 0Ib 0Ib 0Ib 3,393lb 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 A 4.5If 2.0If 2.0If 4.5If 13.0If 131 plf 1PW D 3.0 If 3.0 If 6.0 If 283 plf 2PW