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HomeMy WebLinkAboutPermit File BLD-2020-0298 1220 34th Street 1 Y- ©A,- City of Anacortes Invoice/Permit#: BLD-2020-0298 904 6th Street Applied date: 05/28/2020 P.O.Box 547 Lssue date: 06/01/2020 ,�'` Anacortes, WA 98221-054 r (360) 293-1901 Expire date: 11/28/2021 Job Address: 1220 34TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-4210 Project: APN: P57082 Remarks: BUILD AN ADU AS AN ADDITION TO AN EXISTING HOME. ADU PERMIT#: BLD-2020-0299 Owner occupancy covenant required prior to final. Owner: GREGORY&RIKAKO HILL Contractor: OWNER Address: 1220 34TH ST Address: ANACORTES .WA 98221-4210 Phone: (360) 941-7314 Phone: License#: General Information: Fees: Use Zone R3 Building Permit Fee 1,273.75 Building Valuation 150000 Plan Review Fee 827.94 Occupancy Group it-1 State Building Code Fee Resi 6.50 New or Replaced Hard Surface 1041 Mechanical Permit Fees 160.45 Lot Area 10796 Plumbing Permit Fee 111.00 1st Floor Square Footage 900 Stormwater Review 83.28 Stove,Appliance 1 Total Calculated: 2,462.92 #of Range Hoods 1 Deposits/Receipts: 0.00 #of Wall Heaters 5 #of Ventilation Fans 2 Total Due: 2,462.92 #of Tubs, bath 2 #of Clothes Dryers 1 #of Clothes Washers 1 #of Dishwashers 1 #of Tankless Water Heaters 1 #of Hose Bibs 1 #of Other Fixtures 1 #of Kitchen Sinks 1 #of Hand Sinks 2 #of Water Closets (Toilets) 2 #of Water Piping 2 r 'nrr'•''•''1r4`•'•'•�,•;A. Invoice/Permit #: BLD-2020-0298 r Applied date: 05/28/2020 t f Issue date: 06 01/2020 Expire date: 11/28/2021 101°'\ • • C►,. i" ✓' Finance Department 020210 0001 Erin W , 06/05/2020 08 :56AM PERMITS AND INSPECTIONS GREGORY & RIKAKO HILL BLD-2020-0298 Single Family Alteration/Repair Permit BUILD AN ADU A$ AN ADDITION TO AN EXISTI i 6sued 2020 item : BLD-2020-0298 Building Permit Fee 1 ,27335 Plan Review Fee 827 ,94 State Building Code Fee Resi 6 ,50 Mechanical Permit Fees 160 ,45 Plumbing Permit Fee 111 ,00 Stormwater Review 83 ,28 Payment Id: 284284 GREGORY & RIKAKO HILL BLD--2020--0299 Accessory Dwelling Unit ADU on building permit : BLD-202O-0298 t) issued 2020 Item: BLD-2020-0299 Accessory Dwelling Unit 120.00 Payment Id: 284285 2,582.92 Subtotal . 2,b82.92 Total 2,582 .92 The issuanc it for, or approval of, any violation of this Code or any other ordinance or order of the City, of ; OSFIN DEBIT NOT FEE 2p582 .92 :e advice or decision of the Governor of this State. To the extent the issuance or granting oft Visa ** _*.:r:'r******6302 period of time when such construction is prohibited or restricted by any state or federal law, Retw42044222258 ivernor of this State, this permit shall not authorize such work and shall not be valid. The k a structure where in violation of this Code, any other City ordinances of this jurisdiction c AutiFO13474 ;tate or federal law, or of any order, proclamation, guidance advice or decision of the Govern( 6302 - is permit if it is determined to be issued in error or on the basis of incorrect, inaccurate c 1 regulation or order, state or federal law, or any order, proclamation, guidance or decision of I struction authorized is not commenced within 180 days or if construction work is suspended _ W ; commenced. I have read and examined this application and know the same to be true and Change due 0,00 �) Paid by : GREGORY M HILL. SIGNATURE ISSUED BY ii 111 CII Ili!1111 II I Illy Ililllvi ll11 l ilii 11!llll Illlllil 1 - Y :4_ Cityof Anacortes Invoice/Permit #: BLD-2020-0299 _: 904 6th Street t Applied date: 05/28/2020 P.O.Rox 547 !csue date: 06/01/2020 = ;% i 0, Anacortes, WA 98221-0547 a, -- 1$9, ,{, ,. Job Address: 1220 34TH ST Permit Type: Accessory Dwelling Unit ANACORTES WA 98221-4210 Project: APN: P57082 Remarks: ADU on building permit: BLD-2020-0298 OWNER OCCUPANCY COVENANT REQUIRED PRIOR TO FINAL INSPECTION. Owner: GREGORY & RIKAKO HILL Contractor: OWNER Address: 1220 34TH ST Address: ANACORTES WA 98221-4210 Phone: (360) 941-7314 Phone: License #: General Information: Fees: # OF HOURS 1 Accessory Dwelling Unit 120.00 Total Calculated: 120.00 Deposits/Receipts: 0.00 Total Due: 120.00 t on cn 0-1 CNI c �.�� ��� 4, d Lf '`T� t ^ i 4 i _Y-1 :�v a®. 3 s _ C"s l i ' a '.L1 _ C i --� - C� w CN4 .+� �.�s ' �- C-7 ..— C: '.-- ?n timid . r ,�. CAS f ,.�! H - - mod L� CC3 - C} CD 3 o? C Z # C`-S a, S'-.� 13 >1 CNi r--- f �� ^a I H .= 1 t•--i ' � �-i i� Cr, 'a�j a "moo i— ---- z_ r_ I •'}I Q .4-� i.s_ = --x ;.ice — R3 OM <=, '— ^� --� any other ordinance or order of Ci7 �— _ _ VI 1.::� wveiiiui ui tnis state. To the extent the issuance or ,._.......y .,, ‘:::.7 Nvttttti line rpretea 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 examin-• this application and know the same to be true and correct. i .,....„6---c- ‘!=:=. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY 2, -- 2O W 0 2c �l Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT ,., 4 '`' Mailing Address: P.O. Box 547, Anacortes, WA 98221 4: ` Office Location:904 6th Street,Anacortes WA 98821 4 WPhone: (360)293-1901 ill MAY 2 7 2020 1RTES FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION 1. PROPERTY INFORMATION Project Address(Street,Suite#): Assessor Parcel Number: 1220 34th Street P57082 Subdivision/Lot#: Zoning Designation: Lot area (size): Lots 5 & 6, Block 1 R3 10,796 sq.ft. 2. TYPE OF PROJECT ❑ New SFR x❑ New Accessory Dwelling Unit: 0 Deck/porch (new/repair) ❑ New Duplex I Attached to Primary Unit ❑ Interior remodel ❑ Detached from Primary Unit 0 New Addition to SFR 0 Garage, carport or accessory building 0 Fence or retaining wall or duplex (new/repair) ❑ Other: A-011 0e-r/NA Project Summary: n 4 Accessory dwelling unit addition attached to existing house 1`j LO -2620 — 02q Project Valuation: $ 150,000 3. PROPERTY OWNER INFORMATION Name: Gregory&Rikako Hill Phone: (360)941-7314 Address(Street,City,State,Zip): Email Address: 1220 34th Street,Anacortes,WA 98221 my4re1954@gmail.com 4. CONTRACTOR INFORMATION Name:* Phone: Owner build Contractor's Business Licenses State License#: City License#: *All Contractors&Subcontractors must have a valid City of Anacortes business license prior to doing work in the Expiration Date: Expiration Date: City. Address(Street,City,State,Zip): Email Address: 5. CONTACT PERSON Select one person the city will contact for anything ❑ Applicant 2 Property Owner ❑ Contractor related to this project: ❑ Other(list below) Name: Greg Hill Phone: (360)941-7314 Address(Street,City,State,Zip): Email Address: 1220 34th Street,Anacortes,WA 98221 my4re1954@gmail.com Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 5 of 18 \ ti ' 0 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT :.', Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 1 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: No lender Phone: Address (Street, City, State, Zip): Email Address: 7. ACKNOWLEDGEMENTS & SIGNATURE . Read and initial each of the following statements prior to signing this application: !.understand that when a building permit application is taken in over the counter it does not mean . )or.3)or 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 i/tA' -City longer to process my permits. 4 1) 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. ,/a hj I understand and acknowledge that Special Inspections could be required as part of my project, and i, 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 Completing and I agree to provide the items needed for the City to calculate these securities and to ifprovide the securities themselves. I understand that if permits are reviewed concurrently such as design review, site plan, traffic )/i1 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. s`/ �y � --"Al () "f�? _ - Signatu�r�--�• Date i.h. (---" oili " /1V4 gf 1-- L Printed N me Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 6 of 18 r - Y � PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address:P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 ' qw� Phone: (360)293-1901 coR FORM BP-2: STRUCTURE AND SITE INFORMATION 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 1220 34th Street,Anacortes,WA 98221 PARCEL P57082 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: 15'-2.5" AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD 1st Floor: 900 s.f. typ. wood 2nd Floor: N/A 3rd Floor: N/A Basement: N/A Garage: N/A Total deck: N/A Total porch: N/A Other: Other: Other: 3. QUESTIONS ABOUT THE PROPOSED STRUCTURE Is a fire sprinkler system being installed? ❑ YES ® NO Is a monitored fire alarm being installed? ❑ YES ® NO Are retaining wall(s) being built? ❑ YES ® NO Are structural plans required? ❑ YES ® NO 4. PROJECT SITE INFORMATION A. Is work within the City's right-of-way proposed? If yes,you will be required ❑ YES ® 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 ® 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 NO geotechnical report will likely need to be submitted. Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 7 of 18 ` f �'r PLANNING,COMMUNITY,& ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547,Anacortes, WA 98221 i Office Location: 904 6th Street,Anacortes WA 98821 L.�t �. Phone: (360)293-1901 D. Are there critical areas or buffers on or abutting(within 300-feet of)the ❑ YES Ell 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 D 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 ❑ 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 ® 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 ® 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. / <-7 � 7 7717 / ';,<P ' ,� .zc-y Signatur _ '— Date` T ,'L'�j` ,�' ' / " L L Printed Name Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 8 of 18 r CA,T y _ PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT lig j Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 \�4,q, 4� Phone: (360)293-1901 coxt FORM BP-3: PLUMBING AND MECHANICAL FIXTURES MECHANICAL Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: Elec#: BTU: Other#: Wall Heater: Gas#: Elec#: 6 Other:#: Location(s): var. 5 Gas Water #: 1 Location(s): Exterior 1 Heat Pump: Elec#: Other#: Capacity: Air Conditioning: Elec#: Other#: Capacity: Radiant/Hydronic Gas#: Elec#: Other:#: Location(s): Exhaust Fans: Bath#: 2 Laundry#: Other: 2 Range Hood: #: 1 Location(s): Kitchen 1 Fireplace: Gas#: Elec#: Other:#: Location(s): Clothes Dryer&Duct: Gas#: 1 Elec#: Other:#: Location(s): dos. 1 Stove/Range/Oven: Gas#: 1 Elec#: Other:#: Location(s): Kit. 1 Gas Piping/Outlet(s): #: Location(s): Boiler Gas#: Elec#: BTUs: Location(s): Other: #: Location(s): 11 TOTAL MECHANICAL OUTLETS: PLUMBING Fixture Type(new and Total#: Fixture Type(new and relocated): Total#: relocated): Water Closet(Toilet): 2 Refrigerator water supply(for water/ice Kitchen Sink: 1 Pressure Reduction Valve/Pressure Regulator: 1 Utility Sink: Water Service Line: 1 Tub: 2 Water Piping: 1 Hand Sink: 2 Clothes Washer: 1 Shower: w/tub Electric Water Heater: Tank-less? Yes ❑ Dishwasher: 1 Backflow Prevention Assembly: Hose Bib: 1 Other: TOTAL PLUMBING FIXTURES: 13 Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 9 of 18 ,Gig PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT f Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street, Anacortes WA 98821 '94K4� Phone: (360)293-1901 FORM BP-4: ARCHITECTURAL PLAN REQUIREMENTS 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 1220 34th Street PARCEL P57082 NUMBER(S) 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 • Lot number(if applicable) Al • Lot size • Lot coverage • % impervious surface coverage Floor plans with existing(if applicable) and proposed building layout with square A3 footages and with the use of each room/area labeled. Window and door sizes labeled and window ventilation area. Commercial, x 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. A4 Cross section details,showing typical foundation,floor,wall, ceiling and roof A5 x construction and insulation. Structural members labeled as to size and spacing as well as bracing, blocking, x bridging,special connectors,and anchor bolts. A2 x Details documenting energy code compliance. A3 Exterior building elevations demonstrating compliance with applicable structure x type design standards (small lot,duplex, or ADU) and maximum building height A6 Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 10 of 18 Y PLANNING, COMMUNITY, et ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1901 etc att Building height (see AMC 19.42.120 for measurement methods, exceptions and modifications). o 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. e o Label the average elevation of the natural topography at the front of the '1/4building. A6 o Label the elevation at the center of all exterior walls of the proposed building. o 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). AS ,1 Insulation and insulation values of walls, slab, floors, and roof/ceiling. AS Existing and proposed grades with slope of lot shown. Al, A6 Res. Building Permit Application Submittal Checklist Updated October 10, 2019 Page 11 of 18 ` r� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 • 4,11100r,`` Phone: (360) 293-1901 co FORM BP-5 : STORMWATER MANAGEMENT MINIMUM REQUIREMENTS DETERMINATION 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 1220 34th Street, Anacortes, WA 98221 PARCEL NUMBER(S) P57082 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 ` y o PLANNING,COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT 's Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street, Anacortes WA 98821 1, Phone: (360)293-1901 cow Land disturbance Description Total (SF) Total Area of Land disturbing activity 1200 s.f. Total area converted from vegetation to 0 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 (including buildings under roof) 2768 s.f. 1041 s.f. (Sidewalks, paths, patios,etc.) Pollution Generating Hard Surface Area 859 s.f. (Driveways, parking areas,etc.) Total Hard Surface 3627 s.f. 1041 s.f. Site Size 10,796 s.f. Existing impervious surface coverage% 33.6 (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 El Minimum Requirements#1-9. Minimum Requirements#1-5. Res.Building Per {Application Submittal Checklist Updated October30,2019 Minimum Requirement#2. Page 13 of 18 y 0 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 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 1-2.4.2). No Does the project convert '/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 V 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. T 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. ftalEM Figure I-2.4. 1 Flow Chart for Determining Requirements for New Development DEPARTMENT OF Revised June 2015 ECOLOGY Please see http://Wwwecy.tiva.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 14 of 18 v� k PLANNING, COMMUNITY, /s ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 __.. Office Location: 904 6th Street, Anacortes WA 98821 / N' 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 3/4 acres or more of vegetation to lawn or landscaped areas? OR Convert 2.5 acres or more of native vegetation to pasture? Yes No v All Minimum Requirements apply Next Question Is this a road to the new hard surfaces and the related project? No converted vegetation areas. v 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 v 5,000 square feet or more, surfaces add 50% or No No additional No AND more to the existing q does the value of the proposed improvements requirements. hard surfaces within - including interior improvements - exceed the project limits? 50% of the assessed value (or replacement value) of the existing site improvements? Yeses 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 June2015 ECOLOGY Please see httplAntytwecyvvagov/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 T Y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT C' '� Mailing Address:P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 7\4- K� Phone: (360)293-1901 oVLS- FORM BP-6: SITE PLAN REQUIREMENTS 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 1220 34th Street,Anacortes,WA 98221 PARCEL P57082 NUMBER(S) 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 x Cover sheet must contain all of the following: Al • 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 the owner) • 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 x Scale and North Arrow Al Property features: Location, identification, and dimensions of all property lines and x easements. All easements shown on the title report, Record of Al Survey,or plat must be dimensioned and shown. Location and dimensions of existing critical areas (wetlands,streams, x steep slopes) and their associated buffers. Al N/A Location of Ordinary High Water Mark and shoreline jurisdiction limits N/A (if adjacent to a shoreline). Existing and proposed contours and site elevations (i.e.finished N/A grades) at 5-foot minimum increments. The horizontal and vertical N/A control datum must be clearly shown. Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 16 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 1 - �� Phone: (360)293-1901 �CpR Structures: Location, identification, dimensions and size of all existing and Al x proposed buildings and other structures. x Location of existing and proposed retaining walls, rockeries, and Al x Location, identification, and dimensions of all setbacks. Al x Show proposed projections into required setbacks, including Al dimensions (see AMC 19.44.140) Utilities & Easements: Location and dimensions of existing and proposed stormwater, x sanitary sewer, potable water, and fiber lines/facilities. All wells and Al 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 Al the boundary of the project site. x Location and dimensions of existing and proposed freestanding Al lighting fixtures, utility junction boxes, public utility transformers. Stormwater Proposed Temporary Erosion and Sediment Control Measures, if not Al x located on other plans. x Proposed permanent stormwater management BMPs. Al Access, Circulation & Parking Location, identification, and dimensions of all existing and proposed on-site and adjacent streets and alleys, including the location and Al x 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 x size and location of driveways and curb cuts. Al x Show existing and proposed parking spaces, including surface material Al and dimensions of spaces. Open Space (ADUs, Small Lots, and Duplexes) Show calculations, location, dimensions and provided square footage x of required open space area per AMC 19.43.010.C, E,or AMC 19.47, Al as applicable. Landscaping Show the location and design of landscape areas to be preserved and exist. planted, and a plant list to include the location, number, size and type Al of plant material by botanical and common name. x Location of irrigation system if a permanent or temporary system is Al proposed. Show the location of existing trees to be retained in conformance x with AMC 16.50, and tree protection measures to be implemented, Al when applicable. Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 17 of 18 `�T y ��� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 4" v Phone: (360)293-1901 Provide a maintenance plan for any infiltration-based stormwater best management practices (BMPs) built as part of the landscaping x design, including the specifications and maintenance procedures of Al any soil amendments. Show new trees to be planted and tree unit credit calculations, in Al conformance with AMC 16.50 Tree preservation,when applicable exist. The following table,with project specific information filled in, must be placed Al 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 October 10,2019 Page 18 of 18 ♦T Y rj PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT CAIII&es Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 \� q y p``' Phone: (360)293-1901 Residential Building Permit Application Submittal Packet New Single Family Residences (SFR) Duplexes Additions and Remodels (SFR &Duplex) Accessory Dwelling Units Manufactured Homes Residential decks and retaining walls SUBMITTAL CHECKLIST Residential Building Permit 0 : o L o +, o o j >, = •W o 3 ui C y Submittal Requirement Checklist cc o = �, a v t L C Y N v P, = O c 3 aJ -2 .0 u QU See pages 2-3 of this handout for information about each 3 u Ln u a� E c E 6 a V submittal item listed below. Z .- , Q 0 cc .s 2 = N 2 0 Residential Building Permit Application Form x X X X X X (FORM BP-1—attached) Structure&Site Information Form x X X X X X (FORM BP-2—attached) x Mechanical &Plumbing Fixtures Form X X X (FORM BP-3—attached) x Architectural Plans X X X X X (requirements listed on FORM BP-4-attached) Stormwater Management Minimum Requirements x Determination X X X X (FORM BP-5,attached) x Stormwater Site Plan X X X X x Site Plan & Landscape Plans X X X X X (requirements listed on Form BP-6) x Structural Plans&Calculations X X X X X x Energy Code Plans&Forms X X Manufacturer's Specifications/Cut Sheets X Copy of recorded survey X X X X Technical Reports X X X X Other Required Permits X X X X X ADU Affidavit of Owner Occupancy (signed) X Required Number of Copies and Plan Size Fees 2 paper copies of each item above • Plan review deposit is taken at time of Plans must be minimum 11"x 17",to scale, and legible application submittal. 1 reduced size copy(maximum size 11"X 17") of the Site • Permit fees are paid prior to building Plan, Floor Plan and complete Building Plans permit issuance. Page 1of18 Res.Building Permit Application Submittal Checklist Updated October 10,2019 0� 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 REQUIRED SUBMITTAL INFORMATION Additional details on certain submittal items is 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. Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 2 of 18 A. 3jddesign JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM 1220 34th STREET ANACORTES, WASHINGTON PARCEL ID# 57082 PROPERTY INFO. SITE ADDRESS: PROJECT DESCRIPTION: SINGLE-STORY ACCESSORY 1220 34TH STREET ALLEY BMP C233 ANACORTES, WA 98221 DWELLING UNIT ADDITION FOR SINGLE-STORY RESIDENCE 16' GRAVEL ALLEY SILT FENCE PARCEL P51082 (E)8" GONG. S.S. ASSESSORS TAX#: 3183-001-006-0011 • QTR: SEC 25, TWN: 35, RNG: 01 NEAREST FIRE ZONING DESIGNATION: R-3 HYDRANT APPROX. I 23' 6" 12' 0" 18' 0" 10'-0" 36' 6"130' TO NORTHWEST / / / / / PARCEL SIZE: 10,196 S.F. M CORNER OF ' ' AVE ,� I ss) 33RD ST. \ • T� _ N 89°55'32_E 99.98' r—T—_ I ` \ GREGORY HILL PROPERTY OWNERS: T � � � 7 RIKAKO HILL w 1220 34TH STREET cn I /� ANACORTES, WA 98221 0 I III 1/ \I 2 1/ 'm� (E)SHED 1/ y H. H H / /l H I I z BUILDING CODES �" ' d' I ' ' 0 �� I I `� (E) ^HOP m / DOWNSPOUT X w / / / INFILTRATION TRENCH w CONSTRUCTION WILL COMPLY WITH: aP la r ar iI I c9, ' /a/ SEE INCLUDED FORM0I SLIGHT SLOPE 12% / FROM WA DOE. PROJECT INFOBUILDING= STRUCTURAL 2018 IRG r * , , p * / / 1Lu ■ o MECHANICAL 2018 1RG I 15-6 : : II H. H. H. H. H. H. / / H i I N PLUMBING 2018 UPC / I / / / "` EXISTING aZ 20' REAR BS3L I- V, ,, \, O ENERGY ir VENTILATION 2018 WSEC 1\ 7 / CONDITIONED SPACE 1800 S.F. I- ` l'*\ II `\ /' °I° L---�_°__,,� I 1— „ ° \ / I ° ° ° a v. H. H. H. H. H. H. H 1 z I °l \ / a / NEW v / ° ° ° a H [ ; ° , 'I I \\ /' I ° °EXISTINt CONGA a a z p EXISTING CONC. P \ / I °a ° PAD:, ° ° BMP C235 NEW ADU CONDITIONED SPACE 900 S.F. J GENERAL NOTESP w N DRIVEWAY I a I \ / a STRAW WATTLES • ADU WILL BE HEATED BY ELECTRIC ZONE HEATING Z I I \\ /' i d ° d s r° \ AS NEEDED a Q • ADU WATER WILL BE HEATED BY HIGH EFFICIENCY Ou ° Y fa ° a / O ~ GAS ON-DEMAND UNIT LOCATED ON EXTERIOR ',1- H. w WALL OF ADU /'' \ LOT COVERAGE cu X I w I., / I I Q D cn H. // I H. \t 1212 34th ST. z zz DRAINAGE NOTES EXISTING �` EXISTING o Q i0 m l': : m 0 H. I / // I * m BUILDING FOOTPRINT 1800 S.F. I- o z • DOWNSPOUTS WILL BE TIGHTUNED AND RUN TO I / ' I w m COVERED FRONT PORCH 36 S.F. - = N m / / RESIDENCE A m SHOP 200 S.F. w N n DOWNSPOUT INFILTRATION TRENCH LOCATED IN W -,� H z Q o cn / 1 I m SHED 144 S.F. O vi NORTHEAST CORNER OF PROPERTY. SEE �1 / — I `� N ACCOMPANYING WASHINGTON DEPARTMENT OF �,' _ \\ A w \ v TOTAL EXISTING LOT COVERAGE 2180 S.F. o # ECOLOGY SHEET FOR INFILTRATION TRENCH I Z Q F. N \ m v o f DESIGN. I iu m / V41/ m w Q 0 U W p m . v -�- • - • _ . '� �� m 1- NEW 0 w Q � • FOOTING DRAINS WILL BE TIGHTUNED IN 4" PVC dio\ cn ml / \ m z Q AND RUN TO EXISTING DRAINAGE DITCH. Z,� H H, \\ // ► z ADDITION FOOTPRINT 890 S.F. Cl) Q ®�IH. A v s' I j * I TOTAL LOT COVERAGE EROSION CONTROL 2 ,/ \\ `�__�,- __-,__�' , I i v it EXISTING 2180 S.F. + NEW 890 S.F. 3010 S.F. / \ a a / NOTES 1 THESE TREES ALL TO — // \V ° // H. BE RETAINEDI . NONE v / \ H. H. H — / I/ • CONTRACTOR TO INSTALL SILT FENCING ON DOWN ARE NEAR THE ,� / \ ° ° a ° / CONSTRUCTION SITE. / H. s / SLOPE SIDE OF ENTIRE EXTENTS OF EACH SITE UNDER �� / \ / CONSTRUCTION.CONSTRUCTION IS LT FENCING TO REMAIN UNTIL COMPLETEDAND LANDSCAPE IS IN L 1®�•% J/' // I " \\ ° °o //' / /� PLACE. / A v H. a / v I IMPERVIOUS I // vv a a ---—IT--17--m--m-----4 H H. H SURFACE • IN ADDITION TO SILT FENCING COVER ALL STOCKPILED SOIL WITH VISQUEEN. 1 H. H. H. H. H. H. J ° 414 * * * ‘k 4N4P41 I EXISTING LANDSCAPE NOTES I 20' F ONT B BL m7 H EXISTING UNDER ROOF 2239 S.F. 15'-61' �� H. 4 -6 I/2 H. °e a 22'- " aP 14 14(-5 I/2 SHOP UNDER ROOF 264 S.F. 11 / / SHED UNDER ROOF 196 S.F. • APPROXIMATELY 6000 S.F. OF THE 10,196 S.F. LOT � � . PAVED PARKING, DRIVEWAYS, ILI IS ALREADY, OR WILL BE, LANDSCAPED WITH LAWN Q, / / ---- I m OPEN SPACE: OR PLANTED AREAS (THIS IS APPROXIMATELY 55% 11 [U H. H. i- EXISTING CONC. H. H. H. H. H �I 28' X 38': 1064 S.F. WALKWAYS it PATIOS 928 S.F. OF THE LOT, WELL OVER THE 20% MINIMUM). I 0� I�� a /! DRIVEWAY ,,�___-___-- `' n Q ' / 19'-0a .- _ TOTAL EXIST. IMPERV. SURFACE 3621 S.F. ANY EXISTING TREES THAT ARE TO BE RETAINED ON a H. a a H. H. °° H. v. /H H. a_ aL/ ° �° / al a : 4' H. H. : H • `rl � r .- i FOOTING DRAIN PROPERTY OR IN RIGHT OF WAY - THAT ARE NEAR Zw W I. aiaaia H. aia �. a ° THE CONSTRUCTION SITE - MUST BE FENCED AT DRIP Q / a ° �\ I TIGHTLINE TO DITCH NEW0 Illl EXISTING CONC. = a a LINE + ro. FENCING TO REMAIN IN PLACE FOR I ,� I* H. k3 H. wAiKwAY\P °° H. I ° ° I I I 1 ] \�� i�j Al ADU ADDITION UNDER ROOF 1041 S.F. DURATION OF CONSTRUCTION. O .. I \ / 1 10 (15 VA afr al aP ak aP • (11)TREE CREDITS WOULD BE REQUIRED FOR NEW / ° -' -. _ TOTAL Q . H. �� A CONSTRUCTION. (12)TREE CREDITS ARE ATTAINED BY \ - /A - - - ` 38' II 1 2 BMP C123 COUNTING THE (6)TREES LINING 'M' AVENUE, WHICH I ,•` S 89°55'2 W 99.98' / EXIST. 3621 S.F. + NEW 1041 S.F. 4668 S.F. ALL FALL IN THE 5.1" - 10" D.B.H. CATEGORY. I \ Z a • THESE TREES ALSO QUALIFY AS 'STREET TREES' - (4) // (E)WATER METER BMP C154 TEMPORARY SOIL STOCKPILE REQUIRED FOR 100' LINEAL FRONTAGE. POWER POLE V ' ---- I LOCATION. COVER WITH CC / DESIGNATED THIS TREE TO BE BMP Glel CONCRETE WASH OUT STRAW OR VISQUEEN. 111 O PROTECTED W/ HIGH CONSTRUCTION FIRE AREA Z > VISIBILITY FENCING AT PARKING AREA DRIPLINE +6' - p od (E)DRAINAGE DITCH EXISTING FIRE AREA 1836 S.F. ~ NEW FIRE AREA 890 S.F. 0- W BMP CI05 TOTAL FIRE AREA 2126 S.F. o Q I \ I CONSTRUCTION ACCESS ALREADY EXISTS AT EXISTING CONCRETE w La PARKING LOCATION Q o I I a_ 2Jth.S1 SITE & LANDSCAPE LEGEND 10 n DRAWN BY JAD ../cOilk i rk Sr ►rio (E)TREE 34th STREET SCALE AS NOTED 421 }IstR JD JOB# 1275RE20-H ILL W W (E)LAWN DRAWING INDEX DATE 05/06/2020 REVISIONS (E)PAVED SURFACE — — — — — — — — — — Al SITE PLAN COVER PAGE _ 3 rd St Q1ZZO34th St, I- An aco rie5. WA 98221 j AREA OF ADDITION A2 FOUNDATION PLAN c. PROPERTY LINE SITE & LANDSCAPE PLAN A3 FLOOR PLAN A4 ROOF FRAMING PLAN t BUILDING SETBACK NORTH SCALE: 1" = 10'-0" LINE OF BLDG. FOOTPRINT - A5 BUILDING SECTIONS s$ TYP. WALL SECTION ------ LINE OF ROOF A6 ELEVATIONS VICINITY MAP — UTILITY LINE Al EXISTING FLOOR PLAN it ELEVATIONS A 1 SILT FENCE SHEET I OF 7 A. Djddesign JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM 1 FOUNDATION NOTES 7 7 • THE FOLLOWING NOTES REFER TO THE ACCESSORY DWELLING UNIT ADDITION. Ill `n Q • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND E CONDITIONS IN THE FIELD. • ENGINEERING SPECIFICATIONS, NOTES AND DRAWINGS 22,-S„ ACCOMPANIED WITH PLANS TO SUPERCEDE ALL / / INFORMATION ON ARCHITECTURAL DRAWINGS. FOR ANY DISCREPANCIES BETWEEN ENGINEERING AND ARCHITECTURAL DRAWINGS REFER TO ENGINEERING. SUGGESTED CRAWL SPACE ACCESS LOCATION I 16„ X 8" X 6" VENT • FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL TIE NEW STEM WALL TO EXISTING I TYP. (II)PL. SOIL DEVOID OF ANY ORGANIC MATERIAL AND STEM WALL WITH (2)24" LONG #4 STEPPED AS REQUIRED TO MAINTAIN 18" DEPTH BARS EPDXIED MIN. 4" INTO BELOW GRADE. EXISTING STEM WALL - / 7• COVER CRAWL SPACE GRADE WITH HIGH DENSITY \ �° ° ° , \ I? ° I I ° ° ° \ POLYETHYLENE HIGH QUALITY VAPOR RETARDER. TIE NEW FOOTINGS TO EXISTING ° LAP EDGES 12" MIN. AND EXTEND 12" MIN. UP FOOTINGS WITH (2)24" LONG #4 I - r - FOUNDATION WALL. BARS EPDXIED MIN. 4" INTO m J • FILL UNDER SLABS ON GRADE TO BE MIN. 4" DEPTH EXISTING FOOTINGS GRANULAR MATERIAL COMPACTED TO 95%. a Lu • CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' _ _ _ MAX. INTERVALS EACH WAY. • CONCRETE SIDEWALKS TO HAVE 3/4" TOOLED JOINTS { - - - - - - - O cn 1 1 1 t - 4 _ _ AT 5" O.G. EACH WAY. r � r � Z r4X4POSTONI6" X16" X cn• WIRE MESH TO BE USED IN CONCRETE SLABS, { - - r - - - - r S„ GONG. PAD W/ (2)#2 EA. X POSITIONED IN MIDDLE THIRD OF SLAB. WAY (TYP.) wO • USE HIGH DENSITY POLYETHYLENE HIGH QUALITY { - - - - USE 4 X 6 POST AT BEAM 0 VAPOR RETARDER UNDER CONCRETE SLABS IN EXISTING FOUNDATION STEM GARAGE AND BASEMENT. WALL it FOOTING (TYP.) I SPLICES o C A5 - - - - - _ • A WATERPROOF MEMBRANE IS TO BE USED ON ° U Z < FOUNDATION WALLS BELOW GRADE. {� - J - - - - I O LJ • DRAIN TILE WITH DRAIN HOLES TO BE INSTALLED NEXT r r 7 I QTO PEIMETER FOOTINGS. _ _ - - ��I - - - - _ _ AM WNW L--J L--J _ L • A LAYER OF ROUND, WASHED, DRAINAGE-GRADE O GRAVEL IS TO BE USED OVER DRAIN TILE, NEXT TO Mir FOOTINGS. 30-LB. FELT PAPER IS TO BE USED OVER E - - j - - - z _ J THE GRAVEL. J • ALL BOTTOM PLATES AND ANY LUMBER IN CONTACT { - - - I j - - - w WITH CONCRETE TO BE PRESSURE TREATED. I 0 I 1 6" STEM WALL ON 16'" X 8" o Q • BEAM POCKETS IN CONCRETE TO HAVE 1/2" { - - - - - - - CONT. FOOTING (TYP.)AIRSPACE AT SIDES it ENDS WITH MIN. BEARING OF 3". @ o m U) Q w CLI - - cn O C ANCHOR BOLTS: U • FOLLOW ALL JOIST FRAMING DETAILS PER X S JOISTS @ l6 N LL MANUFACTURER. EX1gT1NG 2sa J { - - I — ' — - I - - - 5/S„ X 10„ @ 4'-0" O.G. 4 z • PROVIDE BLOCKING ABOVE ALL SEARING WALLS AND BEAMS. O - - MIN. (2)PER SILL O • ALL CONNECTORS AND FASTENERS IN CONTACT WITH I - - - - - - - ,� WITHIN 12" FROM SILL END I- Q O z O ro PRESSURE TREATED WOOD SHALL SE HOT DIPPED SIMPSON TOP FLANGE JOIST GALVANIZED OR EQUIVALENT PROTECTION. HANGERS HANG FROM { - - - - - - - w z • ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR c -I w 0 ai EXISTING RIM BOARD I I z N O SPACES. ACCESS OPENING THROUGH PERIMETER C - I I I WALL SHALL BE NOT LESS THAN IS" X 24". IF ANY I JU PORTION OF THROUGH-WALL ACCESS IS BELOW _ _ w Q 0 w GRADE AN AREAWAY NOT LESS THAN 18" X 24" C p 0 LLJ z ix SHALL BE PROVIDED (IRG R408.4). I =gh 0_ 7) Q { - - - - �i - • CONTRACTOR TO COORDINATE FOUNDATION SLAB N _ BLOCK-OUTS W/ MECH. ir ELECT. FOR SIZE 1 - X X LOCATIONS. C - • ALL CONCENTRATED LOADS FROM ROOF TRUSSES I 1 MUST BE TRANSFERRED TO THE FOUNDATION WITH A -` I 1 - - - - - BUILT-UP POST AND FOOTINGS AS REQUIRED. VERIFY LOCATIONS WITH TRUSS ENGINEER AND/OR - - - II - - STRUCTURAL ENGINEER. - - - _ J TIE NEW STEM WALL TO EXISTING I C RAW L S PACE STEM WALLR WITH (2)24"M LONG #4 - BARS EPDXIED MIN. 4" INTO VENTILATION EXISTING STEM WALL - - I - I r TIE NEW FOOTINGS TO EXISTING `=' ° - - I - - PROVIDE VENTILATION IN CRAWL SPACE WITH FOOTINGS WITH (2)24" LONG #4 0• FOUNDATION VENTS. PROVIDE I S.F. VENTING PER BARS EPDXIED MIN. 4" INTO 150 S.F. OF AREA. EXISTING FOOTINGS '°CRAWL SPACE = 900 S.F. I 0 900/150 = 6.0 S.F. OF VENT AREA REQUIRED L - LI 8 I I 6.0/0.56 NET FREE AREA VENT _ (11)VENTS REQUIRED MIN. (16„ X 8" DIM.) L _ L " _1 ii E LL VENTS TO BE COVERED WITH 1/4" CORROSION L I I I I I \ L ~ I p ° ~� ~� J \- ad Z RESISTANT WIRE MESH. I 1/2" AIR GAP TYP. LOCATE ONE VENT WITHIN 3 FT. OF EACH CORNER OF BUILDING. l'-6" l'-6„ I l'-6" 22'_6„ O a Q h (0, NOTE: ROOF TRUSSES AND FLOOR JOISTS SHOWN IN Ill `t) Q DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. Q Z FOR TRUSS PLACEMENT, DESIGN AND ENGINEERING Oz 2 REFER TO TRUSS DESIGN it SPECIFICATIONS FROM a_ TRUSS SUPPLY COMPANY. FOR FLOOR JOIST FOUNDATION & FLOOR FRAMING PLAN Q LAYOUT REFER TO JOIST DESIGN it SPECIFICATIONS u)) FROM FLOOR JOIST SUPPLIER. NORTH SCALE: /4" 0" Lu o O FOUNDATION & FLOOR Lu 0 CC LL U. FRAMING LEGEND ° , ° NEW FOUNDATION STEM WALL DRAWN BY JAD SCALE 1/4" = 1'-0" UNO NEW FOUNDATION FOOTING JD JOB# 1275RE20-HILL RE BAR TABLE DATE 05/06/2020 EXISTING FND. STEM WALL A REVISIONS •[1° EXISTING FOUNDATION FOOTING II HEIGHT 'H' VERTICAL HORIZONTAL II IN FEET REINFORCING REINFORCING °°II - NEW GIRDER/BEAM II (I)#4 WITHIN H Ii 0' 2' #4 @ 4' O.G. 6„ OF TOP OF - EXISTING GIRDER/BEAM II° WALL II ° 2' - 4' #4024„ O.G. #4024" O.G. - NEW FLOOR JOIST 4' - 5'** #4 Ca 12" O.G. #4 0 12" O.C. OUTLINE OF WALLS OF SUPPORTED ' FLOOR II ° ° **FOOTING FOR 4'-6' TALL FOUNDATION 0 EXISTING POST ° - • ° WALL TO BE 24" WIDE X 8" THICK u JOIST HANGER A2 SHEET 2 OF 7 t 3Jd design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM FLOOR PLAN NOTES • THE FOLLOWING NOTES REFER TO THE ACCESSORY DWELLING UNIT ADDITION. ,p • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. - • CONFIRM ALL DOOR, WINDOW, CLOSET, AND ANY 22'-6" OTHER ROUGH OPENING SIZES WITH OWNER/ / / CONTRACTOR PRIOR TO WALL CONSTRUCTION. 5"-9 14"-2 I/2'" 2" 6 1/2 • ALL WOOD IN CONTACT WITH CONCRETE MUST BE I PRESSURE TREATED MATERIALUSE CORROSION / I"-S 1/2/ / / RESISTANT FASTENERS WHEN IN CONTACT WITH - 3'-11 1/2" 6'-11 I/2" l'-3" PRESSURE TREATED LUMBER. / / / I/ / • ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 STUDS AT 16" O.G. AND SHEATHED WITH 1/16' OSB PLYWOOD OR BETTER WITH 15# BUILDING PAPER. SWP C SUP O SUJP • ALL INTERIOR WALLS TO BE FRAMED WITH 2 X 4 2030 SW S.G. 5040 SL STUDS AT 16" O.G. AND SHEATHED WITH 1/2" GYPSUM WALLBOARD UNLESS NOTED OTHERWISE. - LOCATION OF ON-DEMANDFVVVVVVV44:VVVVVVVVVVVVVV'rVV4VVVVVVVV; WATER HEATER EGRESS j w • ALL GLASS TO HAVE LOW E GLAZING. GLAZING IN 00 j cn HAZARDOUS LOCATIONS TO BE TEMPERED PER IRC 111 �� 4 6 % 0 HAZARDOUS U�AREAS.R308.4 FOR DEFINITION OF _ N 2 X 6 STUDS 16' O.G. j I • PROVIDE SMOKE DETECTORS ON OR NEAR THE TYP. EXTERIOR WALLS Nt j Z CEILING OF EACH FLOOR, IN ALL BEDROOMS, AND cp % cn JUST OUTSIDE EACH BEDROOM. SMOKE DETECTORS - I 4,2 `0 w TO BE WIRED TO THE ELECTRICAL SYSTEM WITH N BATTERY BACKUP (IRC R311.1 R311.2). Doe0A:x.i4 BEDROOM I 0 - O 0 1- 6040 SL EGRESS eAN % p • THE NO�OWI FINISHED CONDITIONS: S: WINDOW OR NDOWITH SILLS TOCL ER MS TO HAVE AT LEAST ONE WINDOW TING WINDOW RETAINED0 / j Q OPENING OF 5.1 SQ. FT. MIN. THE OPENING TO HAVE v j MIN. CLEAR OPENING HEIGHT OF 24" AND WIDTH OF Q0 (BEDROOM) o CD SUGGESTED ATTIC 6 20"" (IRC SECTION R310). 3 ACCESS LOCATION % z • ALL SHOWER AREAS TO BE FINISHED WITH A SMOOTH, FRAME OVER 2668 HARD f NON-ABSORBENT MATERIAL TO MIN. l2"" - EXIST. WINDOW 7 •0 ABOVE DRAIN INLET. THIS MATERIAL TO BE 2 % INSTALLED OVER WATER RESISTANT PLASTER _ _ - (2)LAYERS I/2'" 4 1 _ _ w0 BOARD. gar GWB TYP. , --- o Q o Q • TOILETS TO BE LOCATED IN AREA WITH MIN. 30" L LUI i _ WIDTH OF TOTAL FINISHED CLEARANCE, AND HAVE - CLEARANCE OF MIN. 21" IN FRONT OF TOILET. TOILETS r_i BATI-I 2 LI ' J 1° Q w TO BE LIMITED TO 1.6 GALLONS PER FLUSH. • PROVIDE ATTIC ACCESS WITH REMOVABLE PANEL w O �AN (fl 0 BEDROOM 2 iu m ♦ �, o 1- WITH MIN. 22" X 30" OPENING AND 30'" fi v Q D z UNOBSTRUCTED HEAD ROOM. FRAME WITH 2 X 12 EXISTING RESIDENCE w m O m f 1_ 0 MEMBERS. _ j ( 0 rr) L7 • PROVIDE EXHAUST FAN IN KITCHEN AT MIN. 100 CFM - rL , 0 -en cn ~ z AND BATHROOMS AT MIN. 50 CFM. ALL FANS AND SD,�(GO 2 3 .: Lu - Q o DRYER EXHAUST TO BE VENTED TO OUTSIDE OF lJ Q gD -01 % ln Z v) - 0_ RESIDENCE. r.-% -,.i:.-,.i:.-,. -,. -. -;% % , Z cn w FRAME OVER 0 cn w •• PROVIDE 1-HR. FIRE-RESISTIVE CONST. 5/5" TYPE 'X' v 0 I- # EXIST. WINDOW X. �. iiiiii�iiii�iii�� GWB FOR FIRE SEPARATION ON ACCESSORY 7 ik:i AN _ / U �_ 0 w0 w DWELLING UNIT WALL SHARED WITH EXISTING HOUSE. j , D -.= P PANTRY REF T 0 w Q ix • PROVIDE FIRESTOPS AT ALL APPLICABLE ? I Ct I N Q LOCATIONS, INCLUDING HOLES AND ANY OPEN AREA (BEDROOM) �� �� \ \ r e r _- I _ _ 8 4868 BI-FOLD 0_ 3068 BI-FOLD 6040 SL EGRESS Ci. �= 9 CV WINDOW RETAINED 5'-3 1/2" 3'-I" 4"-9" 8'-11" FA. '4 (n _ \ / / / / INSULATION VALUES KITCHEN O -0_,® WALLS j 5/S" TYPE 'X' GLUE:. ABOVE GRADE BELOW GRADE 70 ADU TO HOUSE OO, I DW �� El „//, R-21 R-21 CEILING .1.... p 000 co 1 FLAT VAULTED in j -8' CEILING HT. R-49 R-38cyf j s (MATCH EXIST.) s FLOOR 0 LIVING ROOM -I15) CRAWL SPACE* SLAB ON GRADE r+ R-30 R-1 a ,r - - - H co co EATING -0 m I NOOK (L 'i' I- N 1-------)--1 1- 4040 SL 4040 SL 4040 SL Z SUP O SU1P O SUP O SUJP WINDOW SCHEDULE 4'-6 1/2"" 6'-S I/2" I 6'-S I/2" 4'-6 1/2"" / / / i / / CIE 04'-0"" W X 4'-0" H SLIDER n n / 22'-6" / O 5'-0" W X 4'-0" H SLIDER Z fr O 0 O 2"-0'" W X 3'-0" H SINGLE HUNG (SAFETY GLASS) P U 0 CI1'-6"" W X 5"-0" H SINGLE HUNG (SAFETY GLASS) alN FLOOR PLAN a al 0 —1w \ ORTH / SCALE: I/4" = 1'-0" a N DRAWN BY JAD DOOR SCHEDULE SCALE I/4" = I'-0" uNo JD JOB# 1275RE20-HILL I 3'-0" W X 6'-8" H SWINGING EXTERIOR FLOOR PLAN LEGEND DATE 05/06/2020 2 3'-0" W X 6'-8" H SWINGING EXTERIOR REVISIONS 3 2'-6" W X 6'-8" H SWINGING INTERIOR EXIST. WALL 4 2'-4" W X 6'-8" H SWINGING INTERIOR 5 2"-4 W X 6-8 H POCKET INTERIOR SHEAR WALL LEGEND NEW 2 X 6 WALL 6 (2)2'-0 W X 6-8 H BALL CATCH INTERIOR CORRESPONDING NOTES SHEAR WALL NEW 2 X 4 WALL 1 (2)2'-6" W X 6-8" H BYPASS INTERIOR PRESCRIPTIVE SHEAR WALL. 1/16" RANGE HOOD EXHAUST FAN TO HAVE MIN. 100 CFM SUP OSB OR 15/32 PLY ON ONE SIDE OF ,,SD SMOKE DETECTOR 8 (2)2'-4" W X 6-8"" H BI-FOLD LOUVRED INTERIOR RATING WALL, UNBLOCKED, SD NAILS 0 6" O.C. ALONG EDGES, 12'" O.C. IN FIELD. �D/GO SMOKE/CARBON 9 3"-0 W X 6"-8" H BI FOLD INTERIOR WATER HEATER IS REQUIRED TO HAVE A VACUUM MONOXIDE DETECTOR 2 RELIEF DEVICE AND TEMPERATURE ; PRESSURE HOLD DOWNS NOT REQUIRED. EX. RELIEF VALVE PER 2015 UPC 504.6 eAN EXHAUST FAN A3 SHEET 3 OF 7 A. 3Jd design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM ROOF NOTES • TRUSSES TO BE SPACED AT 24' O.G. UNLESS NOTED OTHERWISE. • ROOF PITCH IS TO BE 5:12 TO MATCH EXISTING. CONTRACTOR TO VERIFY. • ROOFING MATERIAL IS COMPOSITE SHINGLES TO MATCH EXISTING. • OVERHANGS ARE 24" WITH CONTINUOUS METAL GUTTER THROUGHOUT EXCEPT ON GABLE END. OVERHANG TO MATCH EXISTING. CONTRACTOR TO VERIFY. • OVERHANG ON GABLE END IS 24" SUPPORTED BY 2 �Jlj 4D X 4 OUTLOOKERS Ca 4"-0"" O.C. ,y �Q • FASCIA SHALL BE 5/4 X 6 WITH CONTINUOUS METAL I k(/' I GUTTER. BARGE RAFTERS SHALL BE 5/4 X 6. • ALL BEAMS It HEADERS TO BE 4 X 5 D.F. #2 UNO. I- 2"-0"" • PROVIDE SOLID BLOCKING OVER SUPPORTS. I TYP. OVERHANGS I I w cn O TRUSS NOTES _ I I I ' I ' I I • td z • TRUSS MANUFACTURER SHALL PROVIDE DESIGN - - - DETAILS AND ENGINEERING FOR ALL TRUSSES. COPY _ _ /1\ U I TO BE AVAILABLE ON SITE FOR FRAMING / 4 w INSPECTIONS. / I I I I I I I 0 1- • ALL TRUSSES SHALL CARRY THE MANUFACTURER'S / STAMP. > w o - - - - p = • ALL TRUSSES SHALL BE STORED, INSTALLED it / N - v Z BRACED PER MANUFACTURER'S SPECIFICATIONS. //I Sip I I c I I I �Q ■ Q • TRUSSES SHALL NOT BE ALTERED IN THE FIELD Q O WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL / Q Z AND/OR APPROVED ENGINEERING CALCULATIONS /1 = _ _ _ _ _ _ PROVIDED BY THE TRUSS MANUFACTURER. I OVERF" •MING: 2 X 6 / �9i. O 0 4"' O.G. TYP. YF z • ROOF TRUSSES TO BE SHEATHED WITH l/16" CDX OR �"( X J Q OSB SHEATHING WITH 15# FELT OR BETTER. USE PJ' /( /\ w - - - - - w PLYWOOD SHEATHING ON ALL SOFFITED AREAS. 1 1 • PROVIDE ROOF CROSS VENTILATION FOR EACH 1 `� /1\ / 3 Q SEPARATE SPACE WHERE APPLICABLE.. • _ _ w z - - - - - - - Mr o I fK I cncn o < w I Ili o N W I 1- IQ I 4(-) Lu ATTIC VENTILATION '( - — - - - 0 - [ >- = z ATTIC VENTILATION REQUIRED. REFER TO IRG R806.1 ill // OV RFRAMING I N [/ I-O Q r j Z - AND R806.2. K (E)RIDGE </1 RIDGE - rt — I — — co - w Q oN SQUARE FOOTAGE OF ATTIC SPACE FOR ADU = 900 S.F. \I .5,t 1 mw N U o 900/300 = 3.0 S.F. NET VENT AREA REQUIRED. \\ - OIIERFRAth'IN - - - - T w n PROVIDE MIN. 1/150 OF ATTIC AREA, OR 1/300 IF HALF IS - \ w U JAT EAVE AND REMAINDER AT MIN. 3 ABOVE PLATE I Q O w LINE. OPENINGS TO BE COVERED WITH I/S CORROSION AFTERS @ 24" O•C \ - _ — — -0 - - w Q RESISTANT METAL MESH OR EQUAL. EAVE OR CORNICE I EXISTING 2 X 6 R \ J - I - _ - u _ - 0 I N a a_ VENT SHALL NOT BE BLOCKED. MAINTAIN MIN. I" AIR - SPACE BETWEEN INSULATION AND ROOF SHEATHING AT 1 THE LOCATION OF THE VENT. FOR OPEN EAVE SOFFIT USE BIRD BLOCK TRUSS �J u \\ wry di BLOCKING, WITH (3)1 1/2"" DIA. HOLES AND MESH SCREEN I L �‹C �� 1 -1a - - - - COVERING THE HOLES, BETWEEN EACH TRUSS. 4•)- I Jp FOR CLOSED EAVE SOFFIT USE CONTINUOUS SOFFIT - \ VENTING. EXISTING HEADERS A J - - - - - - - ASSUMED (TYP.) / ( 5:12 SLOPE 5:12 SLOPE ) _ Ak ) \ \ - - NOTE: ROOF TRUSSES AND FLOOR JOISTS SHOWN IN \ 1 DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. FOR TRUSS PLACEMENT, DESIGN AND ENGINEERING A Z REFER TO TRUSS DESIGN it SPECIFICATIONS FROM - - - - - - - TRUSS SUPPLY COMPANY. FOR FLOOR JOIST �I LAYOUT REFER TO JOIST DESIGN it SPECIFICATIONS TRUSSES TO BEAR ON FROM FLOOR JOIST SUPPLIER. EXISTING EXTERIOR WALL �Q I - -� = = = T = - = a I �� ti sr- ui OLD LINE OF ROOF - I I I I — J (il I— in — Z II 1 1 I I I 1 1 tli - - JPva, q`i Li 2 v v< 1 1 ' 1 - Lti - c�'j - - _ _ fir — _ I w y% 1 I z oIL p u OU N Ow 4D . 0 ._ cc /\ ROOF FRAMING PLAN NORTH SCALE: 1/4" = 1'-0" DRAWN BY JAD SCALE I = I'-0" UNO ROOF FRAMING LEGEND JD JOB# 1275RE20-HILL ALL HEADERS TO BE 4 X 8 DF2 U.N.O. DATE 05/06/2020 NEW ROOF TRUSS — NEW BEAM/HEADER REVISIONS EXIST. BEAM/HEADER OUTLINE OF WALLS BENEATH OUTLINE OF NEW ROOF HIDDEN LINE OF ROOF OR LINE OF OLD ROOF OUTLINE OF EXISTING ROOF - - OVERFRAMING BEARING WALL A4 SHEET 4 OF 7 A. IlD 'd design OVERFRAMING PRE-MANUF. COMMON JIM DUNLAP TRUSSES a 24" O.C. (360) 982-0535 JIM@JDDE IGNDR FTIN M EXISTING 2 x 6 RAFTERS a 24" O.C. ' r r N Q1 1 p p 9 w c F 9 r r r R-49 INSULATION 'IV 12 EXIST. INSULATION ASSUMED 5 **TOP OF PLATE TO MATCH EXISTING \2 ♦♦♦ ♦♦ ♦♦ ♦♦ ♦♦♦ ,♦♦♦♦ TOP OF PLATE 81- ',a „mil -] (2)LAYERS 1/2" GWB + BATH 2 HALL BEDROOM 2 PARTITIONS NOT DEPICTED R-21 INSULATION m IN EXISTING BUILDING R-15 INSULATION .- EXIST. INSULATION ASSUMED 5/8° TYPE EXIST. INSULATION ASSUMED 'X GWB R-30 INSULATION TOP OF FLOOR - - — - \ 114141414141414141411414141414141414141441414141414141414144141414141414141414414141 0cnEXIST. CRAWL SPACE FOUNDATION SUPPORTS NOT ro w DEPICTED IN EXISTING BUILDING CRAWL SPACE o n n I 10 z cn ADU ADDITION - W O BUILDING SECTION A — A w 0 SCALE: I/4" = I' 0" a Z a z C CD Z_ J J W >- Q lY O LL PRE-MANUF. COMMON cn w TRUSSES ca 24" O.G. Lu U 1- Q D co / Z \ PRE MANUF. COMMON TRUSSES Ca 24" O.G. 0 R-49 ISOLATION 12 1/16" CDX OR OSB SHEATHING o N = N 5 COMPOSITE ROOFING SHINGLES I N 0� .. / ♦ ♦♦ ♦♦ ♦ i ./\/ / /\/\/\/ � \/ \/ ��� I„ MIN. AIR SPACE U Q o # \ TOP OF PLATE w w $� ,. SOLID BLOCKING BETWEEN W � �` — / TRUSSES 12 ce T N Q Q i SLIGHT HEEL AS NEEDED TO ALIGN 5 W/ EXISTING 2 X 6 RAFTERS C m LIVING ROOM BEDROOM 2 BEDROOM 1 5/4 x 6 FASCIA • R 21 INSULATION CONT. METAL GUTTER /. A A A A R-30INSULATION { TOP OF FLOOR _ ._ \ r 'r---r-- l� ��,�� l�� i., r-- rl 06 ` l --I' )f-- '�f--�fr--`ri )���� --i ' r--` r�r�� � R-49 INSULATION 1/2" GWB TYP. 0 0 HURRICANE TIE aEA. TRUSS 01 I f 10 2 X 4 RETURN SOFFIT BOARD in CONT. SOFFIT VENT Z Z O O BUILDING SECTION B — B • - 1/2" GWB 0 Pil SCALE: I/4" = I' 0" UJR-21 INSULATION S 2X6 STUDS Ca16" O.C. SIDING PER ELEVATIONSio (0 1/16" CDX OR OSB SHEATHING y 0 3/4" T;G PLYWOOD OR OSB SUBFLOOR • JOISTS PER PLAN Z JOISTS PER PLAN R-30 INSULATION _ PROVIDE BLOCKING AT CONT. RIM JOIST 0 Q BEARING MID SPAN PRESSURE TREATED 2 X 6 SILL PLATE c W/ 5/5" X 10" ANCHOR BOLTS (a 4'-O" N a O.G. TYP. w jr T� ci WATERPROOFING MEMBRANE W �Li CONTINUE OVER FOOTING aCCI i1 GRADE -• \ l-,,=,-, °Ii DRAWN BY JAD 6" STEM WALL TYP. 4 X 4 POST U.N.O. USE PRESSURE TREATED POSTS. 4 X 8 DF GIRDER U.N.O. s a 'IIII SCALE I/4 I' 0" UNO USE 4 X 6 POST @BEAM BC44 OR BG46 \ \j\\/\/\\\\\ #4 VERT. REBAR @ 4-O" O.C. JD JOB# 1275RE20-HILL SPUGES. ✓�\//\// I ALTERNATING HOOKS DATE 05/06/2020 4" DIA. DOWNSPOUT TIGHTLINE /\�j / a II SIMPSON PE, OR GB OR ABUZ (2)#4 REBAR EA. WAY /\\i\\/5/ I #4 HORIZ. @TOP BOTTOM @ OR SIMILAR POST BASES Z F 4" DIA. PERFORATED DRAIN TILE 2'-0 O.G. TYP. (SEE REBAR TABLE REVISIONS -00 PAGE A2) 6 MIL. VAPOR BARRIER \ • (2)#4 REBAR CONT. IN FOOTINGS CONTINUE OVER FOOTING ali DRAINAGE GRADE GRAVEL °�—,A a•� 6 MIL. VAPOR BARRIER 1 FILTER FABRIC _\__\,\ CONTINUE OVER FOOTING UNDISTURBED EARTH -4" UNDISTURBED EARTH 1'-4" / / C- A5 1 POST & BEAM DETAIL TYP. WALL SECTION 'C' SCALE: 3/4" = I'-0" SCALE: 3/4" = I' 0" SHEET 5 OF 7 r OLD LINE OF ROOF OVERFRAMED AREA ID ' design COMPOSITE SHINGLESjd TO MATCH EXISTING JIM DUNLAP (360) 982-0535 12 JIM@JDDESIGNDRAFTING.COM 5 **TOP OF PLATE TO MATCH EXISTING TOP OF PLATE** ii - BOARD ; BATT SIDING 'i m -00 o SHINGLE SIDING TO - - - - - - - - - - - - - - - - - - - MATCH EXISTING TOP OF FLOOR rEl— 7 1 R— - ADU ADDITION w cn SOUTH ELEVATION O z SCALE: I/4" = 1'-0" 1— cn W 0 I- 0 W_ U I- < I- 0 - z COMPOSITE SHINGLES D TO MATCH EXISTING O z ROOF PITCH TO MATCH Q J W EXISTING. CONTRACTOR / �� Q TO vERIFY a >-12 O < I- cn 5 w w C.) I U D ~ Q cn = Z F TOP OF PLATE** cn Q r Z o �. LLI _I ' - QO ZNa_ W 0 W ii .. BOARD ; BATT SIDING - Li O U Q W m \ w I_ -) W O ( Z W N Q U/P TOP OF FLOOR / 1 I L. ADU ADDITION - EAST ELEVATION SCALE: I/4" = I'-0" OLD LINE OF ROOF OVERFRAMED AREA SHINGLE SIDING TO MATCH EXISTING Z HIGH POINT OF ADDITION O 2 12 I Z O **TOP OF PLATE TO 5 MATCH EXISTING 0_ E TOP OF PLATE** _ / Q J LIJ c, 0 BOARD BATT SIDING O I DRAWN BY JAD ,co SCALE I/4" = 1'-0" UNO — _ JD JOB# 1275RE20-HILL DATE 05/06/2020 TOP OF FLOOR REVISIONS HT AVERAGE GRADE 1 I LADU ADDITION NORTH ELEVATION SCALE: 1/4" = 1'-0" A6 SHEET 6 OF 7 A' d design JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM / / 0 1 f f EXIST. SOUTH ELEVATION SCALE: I/4" = I'-0" W cn z W 0 H 0 W U Q Oa z z_ 0 O W cn W W . UQ Dco H- o 0NO 0 J � oz cn N = N J N Q o zI N 0W U 0 W J W Q 0 W ~ z EXIST. EAST E L EVATI O N o v) Qa_ SCALE: 1/4" = 1'-0" z 0 EXIST. NORTH ELEVATION SCALE: 1/4" = 1'-0" J W Z z I U N N W 0 W Q a_ DRAWN BY JAD SCALE 1/4" = 1'-0" UNO JD JOB# 1275RE20-HILL DATE 05/06/2020 REVISIONS 0 EXIST. WEST ELEVATION 7 SCALE: I/4" = I'-0" SHEET 7 OF 7 c 1220 34th STREET .� �, ANACORTES, WASHINGTON Q� o N 13 co U ,gyp /\ ALLEY BMP C233 v NEAREST FIRE CE)8" CONC. S.S. 10' 0" SILT FENCE m • 0_ HYDRANT APPROX. — — 23'-6 122-0 18—0 36=6" 130' TO NORTHWEST / / m t c (A ) -I CORNER 014 'M" AVE — m _ N 59°55'32" E 99.95' — _ Q D it 33RD ST. \ �r - �,- CCLI1 77 = I m I I I I o T /� ,ry I CE)dHED I N 0 / EXISTING CONC. I I I N = m SLIGHT / I DOWNSPOUT (, DRIVEWAY L——I—— I N N m SLOPE: 1-2% / / INFILTRATION TRENCH 15' 6" w w ` // / `m SEE INCLUDED FORM Q // FROM WA DOE. `�I \ _� I — 2 EAR BSBL / / 01 U \ / I •• .' O \\ // I EXISTING;GOt�1G.a BMP C235 U m • \\ // •I .P;�ATlO• r I STRAW WATTLES W n �. ,° Y " AS NEEDED w - XI _ .J /cc) Z m // ,vn 1212 34th ST. o w N z '�ON Ill Y • I m // EXISTING Q 1— I- I- o Q 's I ' i O RESIDNCoO N � N CO 5 . /I \ e ij� e.. ..- . •, z N, _ , 0 0 Ct oo � N n � 1n I A \ w � � I / I / \ —�--:wNwvi # " / \ iNI— o1- m / \ I m / \ I • ' .;II who aoLiLL Z I / _ /'^\ \\ I aoz � z < c I / Imo__ /�\ _� N z Q Q w Q o_ X \ -- \ 1 5MP C10GTION / I20' FRONT $SBL 10— 15'-6" 4l'-�2"' I 22 6" 14'-5 1/2' PARKING AREA ���r I / / IL (Y .. • . . EXISTING CONC. __ OPEN SPACE: 'cn I a DRIVEWAY — — I�� i 25' X 38' 1064 S.F. N 3 90' 0. 7 /� �) FOOTING DRAIN I/ I ATIGHTLINE TO DITCH .Z .L. — 0/ — 89°55'25" U1 '99.98 38'-II 1/2"' SITE PLAN LEGEND (E)PAVED SURFACE POWER POLE I �� (E)WATER METER TEMPORARY SOIL / / STOCKPILE LOCATION. O BMP C154 DESIGNATED TTEWSH-O�+T-D COVER WITH STRAW (E)DRAINAGE DITCH OR vISQUEEN. 0 BMP GI05 E j/// AREA OF ADDITION CONSTRUCTION ACCESS ALREADY IJJEXISTS AT EXISTING CONCRETE N PARKING LOCATION o I' - PROPERTY LINE 34th STREET w Q x BUILDING SETBACK 0_ LINE OF BLDG. FOOTPRINT DRAWN BY JAD —————— LINE OF ROOF SITE PLAN SCALE I° = 201 — UTILITY LINE I NORTH SCALE: I" - 20'-0" DATE 05/08/2020 SILT FENCE V Plan View 7.___ _ 4" rigid or 6"flexible roof perforated pipe drain 1 1 I 1 'J I �� sump w/solid lid infiltration trench roof drain z overflow Profile View 4" rigid or 6"flexible splash block perforated pipe CB sump 1 A w/solid lid M _------j f _ _ — 12" TJa+ —• Y2 washed rock 1 "-%a` ' = 44=1174 * _ t 1' min T ... A �1` min fine mesh screen varies le, i 10' min. 5' min. Section A-A filter fabric compacted backfill 1 'i .. '..!ls� � l-..._ ii M om:--' _�:A littli ' i. 1.- 24" i1'- 'W4'_ ra410 4-.��ti 4" rigid or 6"flexible r.t�,-'410;1-1VIA�• perforated pipe 12" II.: r �= % 'I:f iiy washed Yz„-4" T. = _ 24" _ NOT TO SCALE N. iliiiiMMI 71)t 5 Figure 111-3. 1 .2 IM" Typical Downspout Infiltration Trench DEPARTMENT OF Revised November 2015 ECOLOGYPlease see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. r - - -- - - - - — Centerline St ,. 111011111111111111111111111g , „:„H*- ,,,:)„,,,' "PK" Nail, M 4 55rd - ---- ' 20060321000 Z., :'-' t Skagit County Auditor - --- - z 0 0 o 6 6 4 Unimproved road in use without benefit of record appears to North line of the SE Y4 of the NE Y4. based on section subdivision recorded under AFN 20050q110015 being also the 3/21/2006 Page .. ,,_ . , . , , , i,:-!,bi'!,-,,. ''.i 8:32AM, '''-•:-, ,,, /s4z\LRASAtile,4(V-=''''' '- !,-,-i,: :,_,, ' ' -:,-.., ..,.. - ,-, 0 vi theoretical north boundary of •14b 0 encroach '-',,:, „ A > South boundary of Block North Boundary of Block I "Child's and Hagatclorn's Ad ition." Ska it '47) y *uditp edge of 5, Plat of J.M. Moore's 1 based on street -,-'1,'''' ----,'''''Auditor' Certiftezto traveled way Addition .-_11 1-`15monuments as shown below -- ii.,;ir , o 1 "E cici.c46, ,.> N541°55152"E . ________ (g)--- 4 ( ) • - 0 .. 1111/11 ,,- •:,-• 61p 15'Ca Rebar 7.55 $ ....:: - . ---- "I --f,., ''',6',:!.,.-, -._ - ,- '-',',7• ,;f'" 6,-,-:7-,- LS 241555 0- (typical) z N 0 ' Shel7c1 I to 0 rive _o --' ut u ...., - 0 *St * Z 0 41. qi 6 . o 0 0 oc, .‹. -4 LQiE - 10 C le11 0 House Na 1220 , .2 54th Street _a " 1, V , ):6 j Parcel No. 51052 1077416 sq. ft. % / 0.25 acres . „., a . 6 5 4 5 2 40' 5 13 1 --- 5541°55'25"N MD Oa I Ci 1 — 550Ic0 i5al5.cr12i5 1AI ..,.._ - -- ,._ ). v lAlater Meter t;i<i ,.- . ,.., South boundary of Block I ,,,-,-;,:2- !,-,-,,,,,,,b6S0CV,!on above noted section Utility Pole Ctirb Drive 40' ,,', '"''''' ,,:,-,,:,,,:,-, --:,-,,,:,,,,„ ''''''s,ubdlyistar9n4,,,:plotY- .,4th Street ,,,,,,=-,'-'-'. „-:,.;-',- -,,',-g- ---description _.,„. .„. 5 °55'25"1,4 - — , '',:-- I Bearings are oriented to the Record of '''''''''" „:',::- ' ' '' .,-.,-. Edge of Pavement Survey recorded under AN ,,,„ ,_,„ , Sewer _--------------------- 2005001110015 --=, © 6_ Land Description Cased Monument (typical) ,,,.:,_ Auditor's File Number 200201110140 52nd Street 55(4'55'01"N --, ._,,,..6. ,..,-.s., • se:41°55'01 'W ''':',:, '''. ,-,. '''‘' 140 record) ., ,,,:,_,_ Lots 5 and 6, Block I, "Child's and Hagadorn's Addition to the City of Anacortes,": % '*,,,.. according to the plat thereof, recorded in Volume 2 of Plats, page 21, records of Skagit , -, ,,,:, County, leslashington. z :,,,:, „,,,,f- ,..-,,-_,",-,---,,,:-,-,4,.,„, --.,,. ' -,,,, 0 .„,:.,E-'-'--'' :., „„ ,.,. „„ ,,,, --,-, , Subject to Restrictions, reservations and easements of record. " ° it 0 -a 6 ,.- ,,, 0 rit , -„,-- < "PK" Nail 3 ,,,,,'-';'‘ '','•-,. " -:-::, '':;-i: ',,--, ''-' ,-,:,, .,-:'' ,:-',''' -1 r, o N5ci°55108"E 55rd St. ; „,„;-::,',.-- ,„6,4,--- .,,: ,,,,,,. -:,-,,, ---i,,-,.,-.. ,,,,-:-, '-''' ,,,,,5;-= '-',- ''' - ''';-,-,_ 5" La 41.. Survey Notes C A 51c1.416 _ii.._ ..r-,: ''' ,,,,,,., ., ,„, ----,,„-- -,,,, ,g.,;„ , _.., -11. Ki > st 1 (5e)o record) 1.--3. 0 „,,,,-:„ This survey has been prepared from a closed traverse using an electronic instrument _ .„,,-- ..,,, c measuring angles to 5 seconds of arc and distances rounded to hundredths of feet. 10 0 -,,,;‘ 's'''' kn. -0" The purpose of this survey has been to locate, describe and to set monuments to mark the four principle corners of the parcel described above. , _,„-,--, ‘ The monuments found along Avenue M, Commercial Avenue, 5.2nd Street and 54th Street Rail Road' the dedicated widths of these streets and prorated plat dimensions were used to , , -,,,,, -,--,.. , ,:::.,, spike" ,, -"'''''''',' - '''"- 4. '-'''- ''-' determine the boundaries of the described parcel . 54th Street 55,1°55'25"N erraphic Sale 15o 50 0 15 30 60 F,- Vetall of Controlling Monuments (no scale) A A„,.. 1 inch = 50 feet 6u-rce-yor 's Certificate ....., $ rP V. This plan represents a survey made by me or under my direct . . ii ..-, •-.6'i t# Record of 5urvey0 supervision In conformance with the requirements of the Survey .. 0 '..ti 0 . * Recording Act at the request of Sregory M. Hill of Skagit County, $ 4 ...Z - - fil `2,\' ' g• prepared at the request of JOB NO.: 602-262 during February, 2006. 41 io • . :at „ .t..: . GADD BY: rp -: „ '"-- ,,, ' ',..',. '-';,', e • • ''', :, '':' ,•,7 0 If -,-!-' ,;,•,, 0° % VOX:. .„...4 _9535.0)..,.„ . Located 1.4ithin the Southeast Y4 of the Northeast Y4 of Section 25, BK REF: 17 e • - e e -`3Z.S,',• -•',4j........---" • .,, . 142 BLOSSOM LANE. PORT TOWNSEND. WA. 98368 Township 35 North, Range I East, 1"1.M., City of Anacortes, Pidalgo certificate no. i 4VAL LAW' SCALE: I " = 30' LS 2'1555 Robert F. Parrish .0 EXPIRES % 12/01/06 ANACORTES (360) 568-1467 — parrisheroddsland.com Island, Skagit County, lAiashington DATE: 2-21-06 ii‘‘xxwwx•N‘•••-",,,,,,,,,,,,,i1 . I I