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Permit File BLD-2019-0833 1211 10th Street
H. 4 City of Anacortes Invoice/Permit#: BLD-2019-0833 904 6th Street Applied date: 12/23/2019 �""' P.O.Box 547 �' Issue date: 01/24/2020 f '' �? ' Anacortes, WA 98221-0547 :._" (360) 293-1901 Expire date: 07/22/2021 :• ,µ Job Address: 1211 10TH ST • Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1922 Project: APN: P55411 Remarks: Remodel, addition, and partial demo of an existing residence. The addition is 1262sf. Owner: BROM &ANNE WIKSTROM Contractor: QUANTUM CONSTRUCTION INC Address: 2715 W LYNN PL Address: 12761 QUANTUM LN SEATTLE WA 98109 ANACORTES WA 98221-8364 Phone: Phone: (360)293-0656 License#: General Information: Fees: Building Valuation 150000 Building Permit Fee 1,273.75 Stove,Appliance 1 Plan Review Fee 827.94 #of Heat Pumps<=3 Hp 1 State Building Code Fee Resi 6.50 #of Ventilation Fans 3 Mechanical Permit Fees 105.45 #of Range Hoods 1 Plumbing Permit Fee 111.00 #of Clothes Dryers 1 Total Calculated: 2,324.64 #of Other Fixtures 1 Deposits/Receipts: 827.94 #of Clothes Washers 1 #of Dishwashers 1 Total Due: 1,496.70 #of Gas Piping 1 #of Gas Water Heaters<= 100k 1 #of Hose Bibs 2 #of Kitchen Sinks 1 #of Hand Sinks 3 #of Showers 1 #of Water Closets (Toilets) 2 #of Water Piping 1 #_of Gas Outlets 1 Permits and Insp...- BLD-2019-0833-2020 020035-0127 Erin Wil...01/28/2020 04:27PM 11325-UNDERWOOD&ASSOCIATES TA-116_,RaR $P, ��iNl t_er,sltyl£�/ t1r fri RK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CEINATRI OR WORK I5,2§p5PENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS MMENCED. I CT�L §'A F.DI ANC�S� b RNING D EXAMINED H SNTY EHIS APPLICATION OF WORK WILL BEDCOMPL COTHMPLIED WITH TO BE TRUE AND WHETHERSPECIFIED RECT.ALL HE EINOOR NOT,PROVISIONS THE GR 14132 73F A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION.. R THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT I UED BY T AT © 4 City of Anacortes Invoice/Permit#: BLD-2019-0833 904 6th Street Applied date: 12123/2019 P.O.Box 547 issue date: 2 tr1= Anacortes, WA 98221-0547 (360) 293-1901 Expire date: 06/20/2021 Job Address: 1211 10TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1922 Project: APN: P55411 Remarks: Remodel, addition, and partial demo of an existing residence. The addition is 1262sf. Owner: BROM &ANNE WIKSTROM Contractor: QUANTUM CONSTRUCTION INC Address: 2715 W LYNN PL Address: 12761 QUANTUM LN SEATTLE WA 98109 ANACORTES WA 98221-8364 Phone: Phone: (360) 293-0656 License#: General Information: Fees: Building Valuation 150000 Building Permit Fee 1,273.75 Plan Review Fee 827.94 State Building Code Fee Resi 6.50 Total Calculated: 2,108.19 Deposits/Receipts: 0.00 Total Due: 2,108.19 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY ii 4-fr Site Address (2 11 to + _ , ri .- Project fe_rxI 4 Id Jr/ a i g Building Prmit # gt,P-2_619 - 03:39 '-1.,„_-77-M1-- -i'...t-ataati-t-,__ 11 =-t.---i-----:--- -------------:1:-----L-- ---r--7-_-r-4--;----ttattiter -7:2--- -_-_-.- -"--4-- -.-,--,H-.. _-7 ,---,---. # / -- I , Suiiding ' S*1 i?.-7 6.4A _ I ; I I 1 1 ; -----H P D i iC Al CI r kS CA/7"/I2c) , 524___ ! WC) gP•it5toP5 1 , - --- - — ___ AULZCX`NTINI 4C09--e5,54 ' 6::Clf IV) (.7c) 4 Set- t , - 1 A ! ! U C\Jac q\i' boCe. --i 1 , 1 , , V ----1 ,! AALIP± V) _I --- ---- 0: , ,, 1 k.... Stormwater 1 t7 '‘ 9kie, ffi', 91- k L, 1 7 5 . I L-, 1/,,,zy;,,, WI ,,c_-_c,j, fieut, 4e,64,unje,, f--- -i- eilleil -.-;i'-'k 1 _ , 1 1/7,,/ 1 scit.., , ALL.e.c,r4 AxzsziLe-sstN=._ 6.5,- 10 4:70 ' 7.% — F ire i 1---- 1 1 I 1 L_ , I Project Inter-DeDartmental Plan Review Tracking ♦1 Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Tok''s Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 71-'1110WPhone: (360)293-1901 OEC 2 3 2019 FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION 1. PROPERTY INFORMATION Project Address(Street,Suite#): Assessor Parcel Number: 1211 10th Street P55411 Subdivision/Lot#: Zoning Designation: Lot area(size): Lot 5/6 R3 6, 000 sq.ft. 2. TYPE OF PROJECT ❑ New SFR ❑ New Accessory Dwelling Unit: ❑ Deck/porch (new/repair) ❑ New Duplex ❑ Attached to Primary Unit Interior remodel / ❑ Detached from Primary Unit �" New Addition to SFR ❑ Garage, carport or accessory building ❑ Fence or retaining wall or duplex (new/repair) ❑ Other: Project Summary: Remodel and partial demo of existing residence and 1, 262sf addition . Project Valuation: $ 150, 000 3. PROPERTY OWNER INFORMATION Name: Phone: Brom and Anne Wikstrom Address(Street,City,State,Zip): Email Address: 2715 W Lynn Place, Seattle, WA 98199 miele444@comcast .net 4. CONTRACTOR INFORMATION Name:* Quantum Construction Phone: 360-293-0656 Contractor's Business Licenses State License#: City License#: *AII Contractors&Subcontractors must have a valid City QUANT C I 1 6 6DF BL-0 0 3 3 6 6 of Anacortes business license prior to doing work in the Expiration Date: Expiration Date: City. Address(Street,City,State,Zip): Email Address: markb@quantumci . corn 5. CONTACT PERSON Select one person the city will contact for anything related to this project: ❑Applicant ❑ Property Owner ❑ Contractor LEI Other(list below) Architect Name: Mike Underwood, AIA Phone: 360-588-0471 Address(Street,City,State,Zip): Email Address: 1005 4th Street mike@underwoodarchitecture . com Anacortes, WA 98221 Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 5 of 18 `�T y O� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street,Anacortes WA 98821 z 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 lenders Phone: Address(Street,City,State,Zip): Email Address: 7. ACKNOWLEDGEMENTS & SIGNATURE Read and initial each of the following statements prior to signing this application: I understand that when a building permit application is taken in over the counter it does not mean the application has been deemed technically complete and sufficient for staff review. I understand that if I submit incomplete, inaccurate, and/or erroneous information it will take the City longer to process my permits. I understand and acknowledge that I could be responsible for providing as-built drawings (on paper or electronically) as part of the project's certificate of occupancy process. , I understand and acknowledge that Special Inspections could be required as part of my project,and if needed I will be required to pay for the cost of these inspections. I understand and acknowledge that financial securities could be required as part of the work I am completing and I agree to provide the items needed for the City to calculate these securities and to provide the securities themselves. I understand that if permits are reviewed concurrently such as design review,site plan,traffic 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. Ll ), 4 - C, December 20, 2019 Signature Date Mike Underwood, AIA Printed Name Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 6 of 18 �T Y O PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 72' Phone: (360)293-1901 FORM BP-2: STRUCTURE AND SITE INFORMATION 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 1211 10th Street PARCEL NUMBER(S) P55411 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: 1 9 ' -9" AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD 1st Floor: 1, 790 sf R3 V-B 9 2"d Floor: N/A 3rd Floor: N/A Basement: N/A Garage: N/A Total deck: N/A Total porch: 147 sf Other: 275 sf car port Other: Other: 3. QUESTIONS ABOUT THE PROPOSED STRUCTURE Is a fire sprinkler system being installed? ❑ YES 21/NO Is a monitored fire alarm being installed? ❑ YES !SA 0 Are retaining wall(s) being built? ❑_,/YES 'NO Are structural plans required? L/ YES ❑ NO 4. PROJECT SITE INFORMATION A. Is work within the City's right-of-way proposed? If yes,you will be required ❑ YES 12/NO to submit a right-of-way permit application. If you have already submitted a ROW permit, list the permit number here: B. Is the property located in a flood zone? ❑ YES ISINO If yes, list the flood zone designation: C. Are there slopes in excess of 15%on or abutting the site? If yes, a ❑ YES giNO geotechnical report will likely need to be submitted. Res. Building Permit Application Submittal Checklist Updated October 10,2019 Page 7 of 18 0 1/ � PLANNING,COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT LAW. Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 74,111103,ti Phone: (360)293-1901 D. Are there critical areas or buffers on or abutting(within 300-feet of)the ❑ YES EI 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 1Z(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? ❑ YES L�J 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 E 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 g N0 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. u December 20, 2019 Signature Date Mike Underwood, AIA Printed Name Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 8 of 18 , y G PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT v � ` Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 74 `` Phone: (360)293-1901 4cpR 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#: Other:#: Location(s): Gas Water #: 1 Location(s): LAUNDRY 1 Heat Pump: Elec#: 1 Other#: Capacity: 5 0, 0 0 0 BTU 1 Air Conditioning: Elec#: Other#: Capacity: Radiant/Hydronic Gas#: Elec#: Other:#: Location(s): Exhaust Fans: Bath#: 2 Laundry#: 1 Other: 3 Range Hood: #: 1 Location(s): KITCHEN 1 Fireplace: Gas#: Elec#: Other:#: Location(s): Clothes Dryer&Duct: Gas#: Elec#: 1 Other:#: Location(s): 1 Stove/Range/Oven: Gas#: 1 Elec#: Other:#: Location(s): 1 Gas Piping/Outlet(s): #: 1 Location(s): KITCHEN 1 Boiler Gas#: Elec#: BTUs: Location(s): Other: #: Location(s): TOTAL MECHANICAL OUTLETS: 9 PLUMBING Fixture Type(new and Total#: Fixture Type(new and relocated): Total#: relocated): Water Closet(Toilet): 2 Refrigerator water supply(for water/ice 1 Kitchen Sink: 1 Pressure Reduction Valve/Pressure Regulator: Utility Sink: Water Service Line: Tub: 1 Water Piping: 1 Hand Sink: 3 Clothes Washer: / 1 Shower: 2 Electric Water Heater: Tank-less? Yes 19' 1 Dishwasher: 1 Backflow Prevention Assembly: Hose Bib: 2 Other: TOTAL PLUMBING FIXTURES: 16 Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 9 of 18 v PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 tiq Phone: (360)293-1901 FORM BP-4: ARCHITECTURAL PLAN REQUIREMENTS 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 1211 10th Street PARCEL NUMBER(S) P55411 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) A0 . 0 • Lot size • Lot coverage • %impervious surface coverage / Floor plans with existing(if applicable) and proposed building layout with square footages and with the use of each room/area labeled. A3 . 1 Window and door sizes labeled and window ventilation area. Commercial, Multi-Family, and Mixed-Use Structures must also include door and window schedules. A3 . 1 Plumbing, duct, and electrical layout. Penetration protection must be shown. DESIGN/au_LD Opening headers, size, and material. A4 . 3 Cross section details, showing typical foundation,floor,wall,ceiling and roof V construction and insulation. A4 . 3 Structural members labeled as to size and spacing as well as bracing, blocking, bridging, special connectors, and anchor bolts. A4 . 1 Details documenting energy code compliance. A0 . 0 Exterior building elevations demonstrating compliance with applicable structure type design standards (small lot,duplex, or ADU) and maximum building height A6 . 1 Res. Building Permit Application Submittal Checklist Updated October 10,2019 Page 10 of 18 \ y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 1- 1130 y Phone: (360)293-1901 Building height(see AMC 19.42.120 for measurement methods,exceptions and modifications). • Label the building height at the highest point of the structure from the average A6 . 1 of the natural topography at the foundation at the front of the building. • Label the average elevation of the natural topography at the front of the Al . 1 building. • Label the elevation at the center of all exterior walls of the proposed building. • For ADUs only, include elevations demonstrating compliance with the height/setback plane(see AMC 19.47.030(C)(6)). Special details as needed (i.e., stairs,fireplaces,special construction). A4 . 3 Insulation and insulation values of walls,slab,floors, and roof/ceiling. A5 . 1 VExisting and proposed grades with slope of lot shown. Al . 1 Res. Building Permit Application Submittal Checklist Updated October 10,2019 Page 11 of 18 vl Y o� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street, Anacortes WA 98821 v `sco‘ Phone: (360)293-1901 FORM BP-5: STORMWATER MANAGEMENT MINIMUM REQUIREMENTS DETERMINATION 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 1211 10th Street PARCELNUMBER(S) P55411 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 O 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 Land disturbance Description Total (SF) Total Area of Land disturbing activity 2, 791 sf Total area converted from vegetation to lawn or landscaped areas 0 sf Hard surface area calculation Existing Removed Proposed Proposed Description (SF) (SF) Replaced New (SF) (SF) Non Pollution Generating Hard Surface Area 144 144 144 252 (Sidewalks,paths, patios,etc.) Pollution Generating Hard Surface Area 772 772 682 (Driveways,parking areas,etc.) Total Hard Surface 916 916 826 252 Site Size 6, 000 Existing impervious surface coverage% 15 . 3% (sq.ft. hard surface/site size) Use the information in the above table to navigate the flow chart(s) on the next page and determine the applicable stormwater management minimum requirements for your project. Then complete the applicable Stormwater Minimum Requirements Form on the Public Works - Engineering Department Forms website and provide required submittal items/plans. Check applicable box Minimum Requirements Determination Minimum Requirements#1-9. Minimum Requirements#1-5. Res.Building PerriApplication Submittal Checklist Updated October3T,2019 Minimum Requirement#2. Page 13 of 18 Y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 \,,4W4: 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 3/4 ♦ acres or more of vegetation to Does the project result in lawn or landscaped areas, or 5,000 square feet, or No convert 2.5 acres or more of greater, of new plus ► native vegetation to pasture? replaced hard surface area? \NO Yes Yes Does the project result in 2,000 ♦ 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 41 Yes square feet or greater? and replaced hard surfaces and the land disturbed. No V Minimum Requirement#2 applies. MAIM Figure 1-2.4. 1 Flow Chart for Determining Requirements for 111660All New Development DEPARTMENT OF Revised June 2015 ECOLOGY Please see http:lAvwvv.ecy.wa gov/copynght.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 0 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Whir Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 4' '`' \.. cow Phone: 293-1901 - (360) 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? 1 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 3l4 acres or more of vegetation to lawn or landscaped areas? OR Convert 2.5 acres or more of native vegetation to pasture? T Yes No All Minimum Requirements apply Next Question Is this a road to the new hard surfaces and the No converted vegetation areas. related project? Yes Does the project add 5,000 square feet or more of new hard surfaces? , Yes T No Is the total of new plus replaced hard surfaces I Do the new hard t 5,000 square feet or more, Isurfaces add 50% or No No additional No AND I more to the existing ► does the value of the proposed improvements hard surfaces within requirements. - including interior improvements - exceed the project limits? 50% of the assessed value (or replacement value) of the existing site improvements? Yes • All Minimum Requirements apply to the new and replaced , } hard surfaces and converted vegetation areas. Yes *ACM Figure 1-2.4.2 Flow Chart for Determining Requirements for IRO" Redevelopment DEPARTMENT OF Revised June2015 ECOLOGY Please see http./M;wvE.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 October 10, 2019 Page 15 of 18 C � PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street, Anacortes WA 98821 ti � Phone: (360)293-1901 FORM BP-6: SITE PLAN REQUIREMENTS 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 1211 10th Street PARCEL NUMBER(S) P55411 2. GENERAL INFORMATION This form is intended to assist applicants in creating complete, code compliant site plans. Please check the plans you wish to submit to make sure they contain each of the listed items. To the right of the Requirements column is space for you to list the sheet number of the plan set where the listed information is shown. • Minimum Plan Size: 11"x 17" and drawn in an engineering or architectural scale. 3. INFORMATION REQUIRED ON ALL SITE PLANS COMPLETE? REQUIREMENTS PAGE#ON YOUR PLANS Cover sheet must contain all of the following: • Vicinity Map • Name of the project • Name, address, and telephone number of owner and agent(s) • Name, address, and telephone number of Applicant(if different from / the owner) �/ • Zoning designation of the site • Area, in square feet and acreage, of the project site AO . 0 • 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 Scale and North Arrow Al . 1 Property features: Location, identification, and dimensions of all property lines and / easements. All easements shown on the title report, Record of Al . 1 �/ Survey, or plat must be dimensioned and shown. N/A Location and dimensions of existing critical areas (wetlands, streams, steep slopes) and their associated buffers. Location of Ordinary High Water Mark and shoreline jurisdiction limits N/A (if adjacent to a shoreline). Existing and proposed contours and site elevations(i.e. finished grades) at 5-foot minimum increments. The horizontal and vertical Al . 1 control datum must be clearly shown. Res. Building Permit Application Submittal Checklist Updated October 10,2019 Page 16 of 18 Y Q PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address:P.O. Box 547,Anacortes, WA 98221 Office Location: 904 6th Street,Anacortes WA 98821 ,2 Phone: (360)293-1901 Structures: Location, identification, dimensions and size of all existing and V proposed buildings and other structures. A3 . 1 N/A Location of existing and proposed retaining walls, rockeries, and Location, identification, and dimensions of all setbacks. Al . 1 Show proposed projections into required setbacks, including N/A dimensions (see AMC 19.44.140) Utilities & Easements: Location and dimensions of existing and proposed stormwater, sanitary sewer, potable water, and fiber lines/facilities. All wells and septic systems located on or near the project site must also be Al . 1 identified. Location of all existing and proposed fire hydrants within 300 feet of V the boundary of the project site. Al . 1 Location and dimensions of existing and proposed freestanding lighting fixtures, utility junction boxes, public utility transformers. Al . 1 Stormwater Proposed Temporary Erosion and Sediment Control Measures, if not Cl located on other plans. Proposed permanent stormwater management BMPs. Cl Access, Circulation & Parking Location, identification, and dimensions of all existing and proposed on-site and adjacent streets and alleys, including the location and Al . 1 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 Al . 1 V size and location of driveways and curb cuts. Show existing and proposed parking spaces, including surface material Al . 1 and dimensions of spaces. Open Space (ADUs, Small Lots, and Duplexes) Show calculations, location, dimensions and provided square footage N/A 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 V planted, and a plant list to include the location, number, size and type Al . 1 of plant material by botanical and common name. N/A Location of irrigation system if a permanent or temporary system is proposed. Show the location of existing trees to be retained in conformance N/A with AMC 16.50, and tree protection measures to be implemented, when applicable. Res. Building Permit Application Submittal Checklist Updated October 10,2019 Page 17 of 18 \A Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT ` ' Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 741 v Phone: (360)293-1901 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 Al . 1, any soil amendments. Cl Show new trees to be planted and tree unit credit calculations, in Al . 1 conformance with AMC 16.50 Tree preservation,when applicable The following table,with project specific information filled in, 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 Al . 1 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 Cricchio, Kevin From: Cricchio, Kevin Sent: Thursday,January 9, 2020 3:20 PM To: 'mike@underwoodarchitecture.com' Cc: Frisinger, Rob; Oicles, Dave Subject: 1211 10th Street, BLD-2019-0833 Hi Mike. I reviewed the building permit application to construct an addition at 1211 10th Street located in the Oldtown Zoning District. It looks like the addition's foundation (with a fence on top of it) encroaches into the 5' side-yard setback on the west side of the subject property.You will need to revise accordingly.Thanks. Kevin Cricchio, AICP, ISA, WPIT I Senior Planner I Certified Arborist Planning, Community & Economic Development Dept. City of Anacortes 1 P.O. Box 547 904 6th Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@cityofanacortes.org www.cityofanacortes.org My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 r-_ _ - , --- - 8 Wikstrorn Residence 4, tr ti: - site , k: :::.111.. .1 a. IL 1 111 i'1 . --- t P13' o 0 A 0Qu� uOrn [in A InE© 0r W A UNDERaW�OrOrD I 1005 4th Street r ' lw',t#ntt ; '= anacortes,washington 98221 } SC- 360.588.0471 of Ott1 �Jt - mike Underwood, AIA S- www.underwoodarchitecture.com ;fill . .= , _- --nic. A---nj . ,- --i.'. ._. Its '. IthkE �• sue.; �'1 v_ N 4J. . u. I ea. { ' Wit• D; < ; _ 4 , . �,� - ' -1 1 ` r AnaG®rtes tsi ° sag '- IN r 4 �. P.'-It i. F - Architectural Sheet List• - _ Sheet w -.•` ' - Number Sheet Name c hlist isimm , - : _ _. i x f 1 . _ t. - 1 «:: {_.. A0.0 Title Sheet _ I I 1, F • A1.1 Site Plan + Landscape Plan " r s I i t f • , , k I �! fi ( ; A2.1 Foundation Plan Vicinity Map _ 1. ' ¢ _, __ - i1 t. A3.1 Demo and Floor Plan Tom & ,' = i i A4.1 Lateral & HVAC Plans 1!4" = 1'-O" _ � ,, 7 � , � , ,s I j' A4.2 Floor Framing Plan & Fence Details _ _ _ - A4.3 Roof Framing Plan - - • - _. s'` / A5.1 Building and Wall Sections __ _ _ A6.1 Building Elevations _ .- - - - ! A6.3 Interior Elevations - - --.____- ----_- - - - -- --- - - _ _ J SP1 General Notes This Is A Standard List Of Abbreviations Used By This Office. Items Grand total: 11 Listed May Or May Not Be Used On This Set Of Drawings. A.b. Anchor Bolts Ga. Gauge p R. Riser iatA Ac. Acoustical G Galv. Galvanized R Rad.,R Radius 9878 r �, Registered Add. Addition Glu-lam Glue Laminated R.d. Roof Drain 1 r �' \ARCHITECT Adj. Adjustable/Adjacent GLB Glue Lam Beam Ref. Reference AR A.f.f. Above Finished Floor Gr. Grade Reqd. Required Michael G.Underwood AIL Alternate GWB Gypsum Wallboard Rm. Room State of Washington RO Rough Opening Bid. Building HB Hose Bib 6 Blk Block H HC Hollow Core 9 22 21 B.O. By Owner Hartz. Horizontal S SC Solid Core Btm. Bottom Hr. Hour Sect. Section Permit Set B.U.C. Built Up Column Hdr, Header SF Square Feet BWP Braced Wall Panel Shtg. Sheathing General Notes Building Code Energy Code Notes Project Directory Building Information Insul. Insulation Sim. Similar Project name: Specification CCdr. Cabinet Int InteriorSpec. This buffing isgoverned bythe 2015 WSEC,Prescriptive EnergyCode,for Owner. Brom and Anne Wikstrom Site Address: 121110th Street Cdr. Cedar Sq. Square 1. All potential contractors shall thoroughly Zoning Category:OT,Old Town 9. W i kstro I'Yl SS Stainless Steel familiarize themselves with b conditions before Small Dwelling Unit 1.5 Points 2715 W Lynn Place Anacortes,WA 98221 C,j. Control Joint Jt. Joint 1° Clkg. Caulking Std. Standard to ensure that understand the a of Ocat an Grou R3 Seattle,WA 98199 Residence J Jst. Joist bidding theyP P y P Energy Credit Requirements: 3.5 points C.L. Centerline SU. Steel the work.These notes are general in nature and are Energy Credits Proposed: 3.5 points Parcel Number. P55411 CMU Concrete Masonry Unit K Kit Stor. Storage Kitchen intended to set the minimum standards for Construction Type:V-B Architect Underwood&Associates,LLC SS Storm Sewer 1005 4th Street Col. Column construction. Any conditions which are not dear or Efficient Building Envelope 1a:0.5 Energy Credits Legal Description: Project Address: Conc. Concrete L Lay. LavatorySusp. Suspended are different than required bycode or site conditions Permitted uses: Anacortes,WA 98221 LOTS 5 AND 6, BLOCK 78,MAP OF THE CITY OF ANACORTES, SKAGIT q • Proscriptive compliance is based on Table R402.1.1 with the Constr. Construction IA Microlam timber Ti Tread shall be brought to the attention of the designer Single Family Dwelling units following modifications: 360-588-0471 COUNTY,WASHINGTON,AS PER PLAT RECORDED IN VOLUME 2 OF �+ Cont. Continuous 1st Timberstrand timber T TOF Top of Fooling immediately. The contractor shall verify all Vertical fenestration U=0,28 PLATS, PAGES 4 THROUGH 7,RECORDS OF SKAGIT COUNTY, 1 21 1 1 0th Street TOC Top Of Curb dimensions and conditions on all sheet drawings Lot Size(minimum in zone): Floor R-38 Contractor. Quantum Construction WASHINGTON. D. Dryer Mat. Material T&G Tongue&Groove and in the field,and notify the designer of any 6,000 sf for Single-Family High Efficiency HVAC Equipment 3d:1.0 Energy Credits 12761 Quantum Lane IJ Dbl. Double M Max. Maximum Thk. Thick discrepancies before proceeding. 7,500 sf for Duplex Anacortes,WA 98221 Building Areas: Df Douglas Fir M.b. Machine Bolt Ductless Split System HeatPumps,Zonal Control:ln homes TOS Top Of Slab 360-293 0656 Existing Residence Area: 768 sf Dn. Down Mech. Mechanical where the primary space heating system is zonal electric TOW Top Of Wall 2. Specific notes and details shall take precedence Setbacks: #QUANTC1166DF Demo of Existing Residence Area ;240 sf Project Year: 2019 � DU. Detail Min. Minimum DS Downspout Memb, Membrane heating,a ductless heat pump system shall be installed and 1 Tv Television over general notes and typical details. Front:20 feet provide heating to the largestzone of the housing unitTo Issue Date: 12/20/19 o DW Dishwasher Washer Mir. Mirror Typ. Typical Side Interior Lot 5 feet qualify to claim this credit,the building permit drawings shall Codes Existing Garage Area: 527 sf u. Mti. Metal 3. Dimensions shall supersede scale,and are Rear.20 feet specify the option being selected and shall spedfy the Demo of Garage Area: 527 sf Ea. Each U UNO Unless Noted Otherwise measured from edge of stud. Where the rear yard abuts a platted alley,a heating equipment type and the minimum equipment 1. building 2015 IRC Revisions so EL Elevation (n) New detached accessory structure,or that portion of the efficiencyAddition to Residence: 1,284 sf 1 Elec. Electrical Var, Varies 2, mechanical 20151RC N NIC Not In Contract V 4. All work shall conform to the latest approved primary structure used as an accessory structure,may Efficient Water Heating Category 5a:0,5 Energy Credits 3. plumbing: 2015 UPC No. Date Description Elev. Elevator NTS Not To Scale VCT Vinyl Composition Tile editions of the standards listed in"codes". be built in a rear yard up to the alley property line, 4. energy and ventilation: 2015 WSEC Total Residential Area: 1,812 sf la Vert Vertical residential bathroom lavrt sink faucet 1.0 gal/min EQ Equal provided that it is set back a minimum of three feet 017 Equip. Equipment Vest Vestibule " residential k tchen faucet 1-75 gaUmin OC On Center 5. Provide 6 high temporary and permanent from any side property line,and is no larger than one Site Area; 6,000 sf 1 (e) Existing ® residential shower heads: 1-75 gaUmin OFCI Owner Furnish! W. Washer address numbers on site that are viewable from the thousand square feet and no more than sixteen feet in Project Description Exist. Existing Contractor Installed street. height. Efficient Wafer Heatin Cate 5c:1.5 Credits Lot Coverage by Building: 2,070 sf/6,000 sf=34.5% <35%ok!! :� Ext. Exterior W/ With9 Category Energy Opng. Opening WC Water Closet n Water heating system shall include one of the following:Gas, Remodel and partial demolition of existing c FO Floor Drain OSB Oriented Strand Board WD Wood 6. Confirm location of all utilities within easements Lot Coverage(maximum allowed):35/a or oil water heaiervrilh a minimum EF of 0.91 Lot Coverage by Impervious Surfaces: 3,806 sf/6,000 sf=63.4/o Fgi WIC Without and an site prior to excavation work. propane residence with addition. E Fin. Finish P-lam Plastic Laminate o WP Water Proof Allowable Height:25 feet Landscaping 1;20 2 µ , l ci-- F-f. Finished Floor P Ply Plywood WWF Welded Wire Fabric Proposed: 19'-9" I i ,A �, r`' r ) d x FS Finished Slab PR Pair , , I I�' °,, Is 0 ii 1 1 3 ELR Floor PSL Parallam timber i I' 7-4 Fnd. Foundation Parking:Two off-street parking spaces per dwelling unit. PT Pressure Treated F.o.c. Face Of Concretes I : Title Sheet o Ft- ' F. Foot Or Feet Face Of Studs i DEC 2 3 2019 or Fur. Furring i Lc Fs. Fire Extinguisher Project Info _ _ r I- OFANAGORVES AU . 0 12/20/2019 3:49:071'M alley ` {' l.� E: u� 2r•r 5-0' i;/ - - ••� - . cn tel ped isidesetl>adc tel ped F 5-0 ~ = • N89°26'22"W 60.04 _ ,r - _ _ _ _ _ 4 —N89°26'22"W 60.04 m — — — ® — —slide sated( — • — — o — — — — — — — - - - - - dr - -f' - -C i 36-0' s , existing garage/shop j b 37'-0' s r �A I 7.CV -6 I I I I l I b i1 • I I 101 ader L / Gravel MB 1-9 - 1005 4th Street anacortes,washington 98221 Ii ir4 Inch ! I femme I o _r�� rem 360.588.0471 alles r A DSc m UP.--. I UP �• mike underwood, AIA I I - I ` DN c°d www.underwoodarchitecture.com • I"r4li , DN deck I I I I I I Ohl Cowered erP°t I Car Port g Idrain cleanout \to I Iow ` l- G I I t 5.0 i I I L See A3.1for I - --.__. I I I Required Landscaping Areatobecm I Demolished IM I Coveredl I � I Site Area 6,000 sqft I" W W I W IGM� I o o 613 I GM I o I (per AMC Tables 19e .42.0 0.030) 1,200 sqft required z I = = I I I 1,200 sgft provided I Addition I I °' Addition I Compliance with AMC Ch 16.50 Tree unit credits required: g \ Tree Preservation • 6 tree units required I I I Tree unit credits retained: Existin Residence Existing Residence I Existing Residence • none 9 I I front to remain I I front to remain Tree unit credits provided: I 141a ple I I I I • new deciduous trees NI I o I I I a— (min. 2"caliper @ 6° DS above ground) Tele Box Tefe Box Inew evergreen trees (8' I I DN I r ramp _ in height) power meter ~ l t I - power meter liN 0 ,i! - Number of required street trees 1 per 30' of frontage tr • _0- , -up I I ►G c , UP O1 60 lineal feet of frontage = 114:-0• -- W CO y - 1 I 2 street trees required I o _ -— 5 ?� I $ \ 1 Element s:provide I \ 3 street trees provided yo uP - \ E. o \ Il cover and silt fence at -`�+r " I temporary sod unwonted soil stockpiles gravel I w stockpile area p P9 _ mnacke �/ g çj \ Re9istered b driveway m g ARCHITECT j— -- — — _ — - - - - - - — s - - - - - - - - - - - - tea N89°26'431'W 60,00 y W 36'-0' N89°26'43"W 60.00 \se 36 " 3T ' 37'-0• chael G.Underw oo d State of Washington 26'47. \ sidewalk W walk W sidewalk 9/22/21 =water meter =watermeter 0 grass so tiro hydrant 120'away grass(-±i ill grass m _ overhead powerlutility Project name: driveway drop overhead power/utility curb put driveway drop curb curbW i kstro m a 0 Residence ?3 tatt \ ` 10th street 10th street 10th street N Project Address: a _ _ CL _ _ - CL _ 1211 10th Street r Al - Existing Site Plan Al - New Site Plan (3 Al - Landscape Plan 1 . „ @ 1 = 10-0 1" 10 0 �/ 1„ _ 10 Q Project Year: 2019 Issue Date: 2 2 Landscape Notes: Plant Schedule types and quantity as available a 1. Any discrepencies with the 5. Where shrubs and groundcovers 10. Top dressing to be Skagit Soils Revisions symbol-sty. trees-(botanical name,common name,-sizeloonunerlt) drawings, specs, and or site conditions abut curbing, walks, and or catch compost or equal. �� J • `• shall be brought to the attention of the basins minimum planting distance shall No. Date Description ° „,' �� architect prior to proceeding with be 9"from same. 11. Landscape contractor to 1 Date 1 Revision 1 4 Acer drdnamm,Vine Maple - 2'cal. planning mix.water and tamp k•-�'�` •rh~` construction. coordinate with dirt and grading U to remove air pockets - `� _ 6. Landscape drawing is schematic contractor to allow proper material G 2 Camus SP'Eddie's White wonder',Ornamental Dogwood-6'ht min. • 2. The contractor is responsible for and actual locations may vary due to heights. °r s•mulch 3"mulch locatingutilitiesprior to beginning utilities, irrigation, drainage pipe, or o �, 9 9 9 9 P P =, • construction. existing conditions. Mulching in and around plant areas is CCU backlit'mix to be 2-3' thick and should be checked 0. symbol-qty. shrubs$perennials-(bolanicalreme,kxxnman name,-sizelcommenQ �^ waleringbasinbenn 0 3'mulch watering basin berm 3. Plant material locations shall be 7. Fertilize all plants at time of planting at least before and during summer and n 5 Tinus'Spring Bouquet-2 gal. •mil ���� coordinated with sprinkler irrigation per manufacturer recommendations. rainy winter seasons so that an planting mix.water and lamp �� it head locations to avoid any conflicts. adequate base is present. v to remove air pockets !_ —fertilizer tablets-2'-6'depth 3 3 Assorted Azaleas-2 gal. !! _ _ 111 ��� peel burlap back from top 8. Contractor to apply a pre-emergent watering basin berm �� 112 of root ball after Site Plan + burlap back from lop I 4. Landscape contractor shall be weed killer to all planting beds per To establish a healthy root system " peel -placing shrub in planting c (; 13 Lavandula x inlermedia'grosso 2 gal. - " ' — — 112 of root ball after — hole-remove fiberglass responsible for any coordination with manufacturers recommendations- watering is an essential requirement for �,❖ r:.� �� Landscape s ,.� . ;;►� •f placing shrub in planting - or treated burlap subcontractors as required to the first 2-3 years while plants are hole-remove fiberglass — - 6" or treated burlap g 6, 6; completely accomplish planting operations. 9. of top soil to be distributed being established. Prevent over Plan Q completely /// ry planting pit shall be a throughout -to be Skagit Soils or watering which may rot plant roots. vplanting pit shall be a minimum of minimum of twice the root a ual. Water times should be limited to early ball diameter q y a0o twice the root ball width and twice ball width and twice the a, the root ball depth root ball depth morning or late evening. x Ground Cover Detail Shrub Detail Tree Detail Landscape Notes Al . 1 u' �® 1/4" = 1'-0" � 1/4" = 1'-0" ® 1/4" = 1'-0" T 1/4" = 1'-0" 12/20/2019 3:49:08 PM 2 E 33.412' A4.2 • 2x6 stud wall w c l studs at 16 or 24 inches on center, Pier 30 Pier 24-\ - .I g.w.b.,R21 insulation at core,with wall sheathing at exterior LJ . ' • I I 3/4'T&G plywood-glue&nail to per structural. 'house wrap'moisture battier and siding per = g - — _ e g ` ,.� supporting members elevations. metal flashing-extend 12' l I .__ , IYP ,�� ,' ni below top of stem wall 4 r Manufacturered Hoist-see lan see Ian : , ' 15#building paper1 P ( P ��; 518'X10'anchor bolts,embedded T into cencrete,at or vapor bonier � concrete slab ® �—_ — Pier 16 4x10 d.f.#2 girder(or drection),R36 insulation 4'-0'o/c,and set between 3112'AND 12'trom board ends 11�z with 3'X 3"X 114'thick washers.Min.(2)A.B.'S per board , I \ ryP I c1 r�:,; � 1 (R403.1.6.11 Use galvanized washers or provide an _w . =�i 1 r� f • �- �.' �♦.♦.♦��'.olitamaki �.♦�; isolator gasket between washer and sill plate, ` ) a �S �� J , 6e. 6 F �� • #4 bar cont.at top -- >ol e� 4'rigid tightiine downspout drain, ° tie to storm sewer. •• grade �� • 6'concrete foundation wall wl#4 bars @ 18' < control joint • 18.0 olc hot¢. bars @ 32'o/c vest �° .• fitter Fabric :- J 1005 4th Street E anacortes, Washington 98221 6 MIL black vapor barrier T,`,. o 7- - 4'rigid pert.footing drain,with 12'min.of - - - - , -; ` _1 ` 360.588.0471 b is. CrT - ! a mike underwood, ALA % drain rode weer. fie to storm sewer - ; - - - - - , r 16'x6'concrete footing W(2) I 4'-0' mike@undenvoodarchitecture.com #4 bars cent. I .• firm,undisturbed earth i 5 # 5 5 ` Foundation r_4 7 - t_ a 1. Coordinate W/Mechanicaln tes: And - �A2.1 Electrical For Locations And Sizes Of Foundation Detail Foundation at Porch 2� Foundation /Slab Blockouts. i toIMM 3/4" = 1'-0" ' ~ C�� 2. Fasteners: Metal Elements Including, J 3/4" = 1' 0" 1 �— '— 12 Connectors, Must Use Hot dipped A2.1 Galvanized Metal When In Contact With r:, , 2a-0' T-to' 31-o" s Acza Pressure Treated Materials. F 1• �. (r319.3] See 37/sp1 Sit beam per plan 314't&g strand board decking - W ,., A 3. Trusses:All Concentrated Loads L.1 From Roof Trusses Must Be Transferred see A4.1 for bracket callouts � floorjoist-see plan - , ' _ To The Foundation With A Built up Post NOTE:Fasteners for pressure treated and fire- liesital - 7 7 o retardant wood must be of hot di And Footing As Required. Verify Aped girder-see plan -. az., A2.tJ Locations With Truss Engineer. 6x6 P.T.df#1 post with cedar wrap galvanized steel,stainless steel or copper, > - — (Exceptlf2"diameterorgreatersteelbolts.) r��-- pc-44 - Simpson CB66 or ABU66zpast base R319.3 1 d_ o I a ~ 112'weather resistant spacer 4x4 P.T.df#2 post �P. : Crawl Space Ventilation (4)#4 hooked into footing her 18 h P ,- Simpson P644 Addition Crawl Space: • ° _�- weather resistant spacer �� ? I — '° • Required: (1)220 CFM Power Ventilator • ... . ... a - 1,262 sf x 2.5 sf= 3,155 cubic ft Finished grade_ m see schedule —� '• ;I u 3,155 cubic ft/ 15 minutes = 210.3 CFM of = •-- .• •4 L .. - - _ I _ •'.,. ' 24'X24'X1D'thickfw6ng - 1 ventilation. 210.3< 220 CFM =o.k. w!(3)tt4's each way q I e+ I A2 1 existing foundation Existing Crawl Space: r� Firm,undisturbed earth Firm,undisturbed earth I �— 9 asdrada'eesdhedu. (-21 . - a N �„,....____s Required: (1) 110 CFM Power Ventilator A2.1 o 8 11, r. E_ I 528sfx2.5sf= 1,320 cubic ft o . Y ab 01 Post Footing Floor Joist Girder Support Detail C. # # 1,320 cubic ftl ,5 minutes = 88 CFM of 0 4 3/4" = 1'-0" la) 3/4" = 1'-0" • - o ventilation.j < 11Q CFjM = o.k. m Note: See f 6/SP1 for- vent p`la—cement notes. r-0'. -0-0,- crawl space • • 3t4'T&G plywood-glue&nail to , ° access -� $ j 9878 1 Registered supporting members rt horizontal metal flashing w/drip edge = ° _ h® b P °' existing floor joists \ ') ARCHITECT Manufaclurered I-joist-see plan(see plan �� ( 3 Pier 24 Michael G.Underwood for direction),R38 insulation a ##4 top Cont. rebar place vents below j r \A21 State of Washington oistlinsulation . it. � 5 4" concrete slab I PJfi42I 11111 " - m MI® 2 sand base 220 CFM Power Ventilator .-' MSS 5 Pier 24 Permit Set a - llilllllllllllllllr'�' A2.1 grade see deck framing plan forjoisl callouls r-o '' 6"thk concrete siemwall `' - . W tw #4 rebar @ 24" oc horiz. r 9' 0 2x8 p.t ledger w11/2'x3'lag screw at 12'o.c. I� and 32" oc vent. hook — o. staggered high and low,set into rim joist with -.J ✓ I ,.7 . ...'‘' Project name: into footing 0 o HU48TF joist hangers - T o Wikstrom _ 6x12 footing 6 MIL blade vapor barrier �; • o ••- ,',:c. C� I : _- • R Res idence I - - - - - - es ence firm,undisturbed earth --> • L - " - \ • « (2) #4 rebar-continuous 2-6' i 51-0" 12-0 _ _ —� _ _ _ _ grade . is - - - \ 4'conc.slab over 6 mil vapor Project Addrs: 2019 E Foundation at Sack Deck Section at Patio Stairs �88� barrier on2'gravelUed -Issue Date: 12/20/19 8 Cr/ 3/4" = 1'-0" 8 1/2" = 1'-0,. 1 '� a a �% ! p_0' (2)#4'scontinuous Revisions slope landing away from I 2•5' hi.p v stnichlre for positive drainage 1tr to No. Date Desaipfion Thickened Slab Edge Vaiiir= 0. e @ 3/4" = 1'-0" v #4's @ 18'o.c. new existing _ _ 314jr. .INO 'T&G plywood-glue&nail �- -" verify existing structure _ _ _ _ J Aft- ^ #4nosebar g a A2 - Foundation Plan S — to supportingmembers prior to ledger attachment 3-1 �a • C ', . interior o slope bead 118'max. _ ManufacNrered I•joist see plan(see 1 lr Le x a - plan for direction),R38 insulation �,� ' „'- y walkway • a compacted fill li ♦♦ it= 1-,12_ ramp landing _ Y - h�- ° , - i slab reinforced concrete across joint . y 2x pi sill-modify to full stem wall thickness-simpson o -- • top flange hanger-isolate hanger with 30#fell for 118'saw art x 1/4 slab depth-saw separation from cenaete within 4 to 12 hours of pouring slab 4.. fill Foundation Plan a ` - 2xl D ledger wl 518'dia.lag screw at 6' note: r—a -1 r"�n , S. • f m (2)#4 s 1, tr o-c.staggered top and bottom ' ,� • .e locate joints at non-bearing ,a walls where possible a N ca FI Concrete Stair Section New to Existing Floor System Control Joint (1 Ramp Landing A2 . 1 N 9 ©... /4" 1'-0"3 = K7 3/4" = 1'-0" \ 7 3/8" = „a" u 12/20/2019 3:49:09 PM 16'-3114' 3-6' 25 10' -- ----- - - Floor Plan Notes: + 1. All dimensions are to face of stud unless noted I r otherwise. UP > M1C=- - 2. See foundation plan for additional framing notes. �cNik CO 3. All exterior walls are 2x6 - 16" o.c. Studs unless noted otherwise (u,n.o.). Sheath all exterior walls ' .. F "�' • with 15/32"wood sheathing. Block panel edges and y nail with Bd at 6"o.c. at panel edges and 8d at 12" M o.c. at intermediate framing (u.n.o.). • _ DN 1g.0' _ _ _ _ _ _ _ _' _ _ t 4. All interior partitions are 2x4 16" o,c. Studs Z-10' 15-r t ' }� n ft unless noted otherwise. -r• � s•o • U U 5. Provide backing in all bathrooms for towel bars, n n toilet dispensers, medicine cabinets, etc. U demg ishedd lobe Coordinate with owner for locations. + 1005 4th Street demolished IJ n n i .1 + c-DZ) + + + + anacortes, Washington 98221 u U 6. Provide Digital Automation and Intelligent home M5 - s 360.588.0471 lb N controls throughout. hand rail guard rail + mike underwood, AEA 6. See Sheet A3.4 for Structural Lateral Callouts, D7� W3 wwlv.underwoodarcttitecture.eom holdowns, shear wall locations and nailing © + patterns. H Master �' ' 6 FT R Bedroom Legend.' FJ Exhaust Fan -vent to outside -See 145 & �T s0 146/SP1 -ifL � Col) " � �+ rrzr_ r)�1_I Z `�E— z 1�' 6 G 5.0 A. ®s.d. W3 r I , , 6' T-10' • 3'-0' E01 `� A -r f Ik,; '' , t,r; SD Smoke Detector- hardwire connect all ' y, 1d 11 1�, + r ✓L.j� 0 detectors and provide each with a battery + + __ r i backup See 1 t)4/SP 1 , r r + y — — — Cos , - — — — - )——— • =='1( See SP1 for keynotes ��9 48'x 36', rf — MOB attic access ��� N `. rryv sink all instwwer F. , Mo7 �.x�. `p4� 0 1 "� UP Il1�G 717_ y ,\\\ "' /o - - - mused — —���z r F Storage A6.3 /7\ y L ' 6� Bathroom dawfoot w� m lid — r t0A6.3 � E G 1_g bathtub safety - -� CD4) CD4) NV '^ E E01 S.d. a .m. + 14 IA o E02 / \ \\�}/f Fully support existing roof to remain prior to demo work. R StrOOIYr` covered breezeway + 4 6 A6.3 4 C _ + I I 3'-317 11 + vl De-energize and cap all utilities behind new finish levels ` CD 3) 42'w� ,r �� prior to demolition N — r I �DS� in ... \\\ _M07 r r I V wlc it r�r — — A5.1 II in sfrower\ 4.0' r - - n re W 4 =— `� \\\� _-e- r- )�� 4'-0' 1'-0' 9 uniemou / C - r ZOa - ref too 2x4 Skylight4 _ r — -- —, — ,� --� N. l a Kitchen o- 1 c, s D2 Foyer 4 11 w r--i solid hatchwalls+ndicatenewconsiruction DZ> `" Dining A6.3 irs 0 -- cm E - 4 I Studio d r .. safety ]- — — _1 r I 4 - _ = dashed fines indicate waltsMrindowsldoors to be removed A5.i -- } • - __ 9878 Registered li ic_ and/or openings to be made for new windows or doors p existing framed i existing walls to remain L/^CHITECT opening to remain , } gWd safety safety i' - Michael G.Underwood :r_ _r_._,_ -- 1_� - - _ _ g-g 5 State of Washington 1 +� > ._ _ _� Note: rW5` CD1) I Contractor to exercise caution during demolition to Z 6 3 lr 1 ` - - - 9/22/21 ensure safety at all times, UntoreseenNnlvlown e e .0 , _� Co4� _ - Permit Set ,L , - n wndrirons may require additional input and analysis. 1 10.10 Eat s.d. ii Inform architect of any unknown Condit ins during ❑ 4 > CDC) ea a ' ii r _ exploratory demolition I _ 1' Ea®s.d. 5.3' 4' �`� Project name: Living ii, safety safety safety Bedroom 2 Wikstrom wI as. w^s w -II l IE) Residence `� �� 10'-tP - _ - _ - .. I DN1 I r A15 Project Address: as + + handrail �� (E) veritylhateldsting ' 2" ' Oth Street t. - ' - - - guard rail window meets egress 5-7114' 3-0'. , 3'•0' 3'-0'. 6.71r4' - - - - requirements A3 - Demo Plan p - _ �� 2 3/16" = 1'-0" t - Project Year: 2019 0 0.0 Issue Date: 12/20/19 u. E' V G1 rm1 A3 - Floor Plan Revisions N a Data Desrnpeon \\NS1/4" = 1'-0" a Door Schedule a N� Type Mark Width Height Count Hardware Comments Floor Plan Legend D1 3' - a" 6' - 8" 1 Window Schedule Key in x D2 5' - 0" 6' - 8" 3 French Door Type Mark Count Width Height Comments Value Keynote Text D3 3' - 0" 6' - 8" 2 Exterior Back Door r D4 3' - 0" 6' 8" 4 Interior Door W1 1 • 2' - 6" 3' - 6,, A15 Emergency Egress Opening/Path, see 102/SP1 0" 5' 0" E01 Smoke Detector- hardwire connect all detectors and provide Demo and E D5 3' - 0" 8' - 0" 1 Exterior Art Studio Door W2 1 3' each with a battery backup - See 104/sp1 D6 5' - 0" 6' - 8" 1 Laundry bifold door W3 2 2' - 0" 2' _ 0" 1 E02 Install an approved carbon monoxide alarm outside of each Floor Plan CU D7 4' - 0" 6' - 8" 3 Closet slider door W4 3 2' -0" 4' - 0" Skylgiht sleeping area in the immediate vicinity of any and all D8 4' - 0" 6' -8" 1 Bam Door W5 2 1'-6" 6' 0" bedrooms 5'0" above floor see 103/SP1 no co D9 3' - 0" 6' - 8" 1 Pocket Door Pocket Door W6 1 3' -0" 5' - 0" M07 Exhaust Fan - vent to outside - See 145 & 146/sp1 F. Grand total: 17 Grand total: 10 MO8 Clothes Dryer, see 144/SP1 II 3 NOTE:all exterior doors to have low threshold and to be weatherstripped. NOTE:Wrndows within 18'a.ff.,within 24'of door swings,and within 24'of wet surfaces(tub/shower areas)to be safety glazed. . C.1 V 12/20/2019 3:49:10 PM , I . ' f,. , ` t I� 4; exterior wall mounted mini-split air handler N UNDERWOrOD b 1005 4th Street anacortes,washington 98221 Master 360.588.0471 Bedroom mike underwood,AIA www.underwoodarchitecture.com B I . I ® Storage Restroom i .0, ---- , Bathroom - o 64D- 0 _ !I r — r outdoor condenser K_____ i_--) , • interior wall - J I 9-Y mounted mini-split < + , sw7 0 air handler IN y • 1 —• ® Studio Foyer7 Dining Kitchen HDU2 a HDU2 e '—'41.--•:11. • I- i_-1 r ^ exterior wall fi mounted mini split —• -> J 0 , sW9 sw8 air handler HDU2 A Living Bedroom 2 A J I e a. A & ' Iff_WIEra. I • ® HDU2 ___-•0. , c58,4,V/tegistered HDU2 — CHITECT I I e i P 4 �" r•• — Michael G.Underwood � � � � State of Washington E4) A4 - HvAcPIan HDU2 .._ 9/22/21 3/16" = 1' 0" r HDU2 Thy I / H - % \ ermit Set 4-6 4 CrP o r sw10 sw10 rb A\ HDU2 A\ Project name: — �� Wikstrom HDU2 HDU2 / Residence — Project Address: 1211 10th Street 1 HDU5 HDU5 _\E z \ — Project Year: 2019 0 HDU2 -�,• 1 ' •l 1 — I Is i • I 1 U p Issue Date: 12/20/19 a M A L HDU2-SDS2.5 6 SDS 1/4 x 2 1/2"screws, 5/8"bolt,3"min wood thickness, [3075#] HDU2 HDU4-SDS2.5 10-SDS 1/4 x 2 1/2"screws, 5/8"boll,3"min wood thickness, [4565#] 2 5 , 7 5 , Revisions HDU5-SDS2.5 14-SDS 1/4 x 2 1/2'screws, 3'min wood thickness,SB5/8x24 bolt, 18"embed. [5645#1 swi l sw11 — C HDUB SDS2.5 20-SDS 1/4 x 2 1/2"screws, 3.5"min wood thickness, PAB7-18 bolt, 15"embed. [6970#] 3 /_ N Na Date Description " HDU11SDS2.5 30-SDS 1/4 x 2 1/2"screws, 5.5"min wood thickness,PABB-18 bolt, 15"embed. [9535#] 20 HDUI4SDS2.5 36-SDS 1/4 x 2 1/2"screws, 4x6 min wood thickness, PABB-18 bolt, 15"embed. [10,770 it] <�c� a \ 3 m -o \\Ii Holddown Schedule HDU2 HDU2 HDU2 E2 1/4 1 -O I — — • C _ (E- > � Nzo E A wall 1/2 or 518'GWB, use 6d coolers at 7'oc [50 plf] A .b B wall 7/16-shtg, use 8d's at 6"edges-12'field,blocked edges [155 plf] A e el x C wall 7/16'shtg, use 8d's at 4"edges-12"field, blocked edges [230 pIt] 5.71r4' 5 1 t14" , I I I I • D wall 7/16"shtg, use 8d's at 3'edges-12"field,blocked edges [310 ptf] 0 , I F N E wall 7/16'shtg, use 8d's at 2"edges- 12'field,blocked edges, 3x studs at edges [395 pit] //) c F wall 7/16'shtg-BOTH SIDES, use 8d's at 4"edges-12"field,blocked edges, 3x studs at edges [460 plf] HDU2 J HDU2 Lateral & t G wall 7/16'shtg-BOTH SIDES, use Sd's at 3"edges-12"field,blocked edges, 3x studs at edges [620 plf] yy�2 sw12 A H wall 7/16"shtg-BOTH SIDES, use 8d's at 2'edges-12'field,blocked edges, 3x studs at edges 1790 pIf] HVAC Plans oci J wail 19/32"shtg-BOTH SIDES, use 8d's at 2'edges-12'field,blocked edges, 3x studs at edges [950 plf] aamaL3 Shearwall Schedule Lateral Plan sw13 gm 1!4" = 1'-0" . @ 1/4" = 1'-0" 4,4 A4 . 1 a U 12/20/2079 3:49:11 PM 38'-412' i .f: _ - 28 1P Q Ni i ' l_ 1 t `, ' ), 7. —1 I f ( I I I I 1 I 1 I \ � . .' I 1 1 I ; i ! I I I ' T I I I I ; I I I ; I I I I I I I II I I I I i typ I I I I I L _ —,1_I 14x1 r-1 0tL#2g_ ; _ ;_aIlannI_ % UNDERWOOD s.4ss7trarfs ittr I— i I I I I I I I 6 1005 4th Street I I I I I I I anacortes,washington 98221 360.588.0471 1 I I I I I m mike underwood,AIA < " f i 1 I i x 8'Itjaisls at 1fi"o.c I 1 I I > 1 1 1B 7� 1 I www.underwoodarchitecture.com I J JL JIL JI _.I._ JIL IL JI J . .I._ JIl ,IL •I..rcI ` Nt f 1 1 _I L.I - - - - 1I I I I — -- I. if I 1 I I I xi I I _]1 is um,- a; t I-1-1 i :) \ I I —41-' C-2-- m.o. I I r ,o' I 1 I 3'-tr I, - - 0 de I I l l l l 1 1 i I I JIL JIL it \ .. - \ ®i"� ®1®1�— • roA N 1 6x6 post • I I I - °' _ �- A 1x6 cedar boards i b wf lx2 cedar stops(all sides) > • ' a j 7 a y. -1N1t11NWI&11\t111NMkl11111N11 A2.1 0 _ 0 alala x € d / — • — 0 .., Orr .r 0 JLL -III- Jill- J L _'T )• \ 8x6 post �� _,, .is __ — — — — -y J 10 218 p.t.rim wd 112'x3'lag screw into each post .lWU\\Z\t1UVUU1\11V11VV1 6 t , %27 existng foundation and 3(16d)'s @ each joist MTh Registered 2 - — — - , — — — z \ 0�4 ARCHITECT m n E / 2x6 p.t sill MichaelUnderwood J — — — — — - — — — otli— — — — �' 10 see deck framing plan forjoist callouts .'0'�; 2x6 > �. see deck framingplan for joist callouts State of Washington typ. i�;l andiNtiLIK aN1vtivIIlgaR iW i o x — — —�— Permit Set _ m — r J 2x8 p.t.rim w/1/2'x3'lag screw into each post ` z and 3(16dys @ each joist :,v - 2x6 p.t sill — L Project name: e)istingfloorjoists Wikstrom kstrom Lk • Residence .- cm... d — — 1 — — _ — •. A2.1 Project Address: . :y , :1 n I. ._ : 1211 10th Street 12 I rn ��1 t _\-_- I firm,undisturbed earth Project Year: 2019 2a-p 1(Y.10' Issue Date: 12/20/19 a Revisions <N,, A2 - Framing Plan Fence Plan View and Section i o. Date Descnption o xO \ �J 1/4" = 1 -0" 1^ _ 1._On G d b I a :� N a. .. O N 0 O X . Floor Framing 8 Plan & Fence 0 Details 00 00 T. m in A402 0 12/20/2019 3:49:12 I'M neintlagiiir Roof Framing Notes: Roof Diaphragm Sheeting: , ' :_ -- 1. Layout Shown Here Is For Schematic Design Only. 9. Wood sheathing and nailing per structural calculations. Face grain 2. Manufacturer shall provide and submit engineered design to the perpendicular to supports. Use metal "h" - ` building department for approval prior to fabrication and installation. Clips at unsupported edges. 3. Provide 2x overfill as required &designed by truss engineer. 10. Provide diaphragm edge nailing above all exterior walls, interior shear walls, hip 4. All truss to truss and truss to beam connectors to be designed by and Valley locations. truss engineer. level 01 front tow 11. Overlay framed areas shall be built 518 ply 11 10 al 5. Typical roof pitch = see plans. upon framing with sheathing already attached. UNDERt/tiUUD 6. Typical truss spacing = 2'-0" o.c. 12. Provide solid blocking between the 7. Typical truss tails u.n.o, = See roof framing plan. bearings of every rafter or truss and a 1005 4th Street Simpson H2.5a clip at every member. anacortes, washington 98221 8, Underlayment: For asphalt shingle roof slopes of 4:12 or greater, 360.588.0471 underlayment shall be one layer applied shingle fashion, parellel to and 13. Provide a built-up or solid wood mike underwood,AIA starting from the eave and lapped 2 inches, distortions in the column beneath the bearings of all girder underlayment shall not interfere with the ability of the shingles to seal. truss, roof beams, and floor beams. www.underwoodarchitecture.com End laps shall be 4 inches and shall be offset by 6 feet. _ _ 14. Align stud wall framing with supported t._a. 6x6 DF#1.col. (2)2xb u col level 01 floor 1 1' - 10" For metal roof slopes of 2:12 to 4:12, underlayment shall be two layers. trusses, rafters, and joists unless noted -'—'- • , 1 _ground Apply a 19 inch strip of felt parallel to and starting at the eaves. Starting otherwise. b� + 0' - 0" at the eave, apply a 36 ince wide sheet of underlayment, overlapping - successive sheets 19 inches and fastened sufficiently to hold in place. ' CI r rb3:6x10 DF#1 g e Section 2 8"strip of vycor wrap over o 1/4" = 1'-0" �� 't flashing — Install building wrap per En 8'strip of vycor wrap over manufacturers instructions. window flange -.. — Install window per manufacturer's recommendations. -I typ.window and casing to t'_c Caulk all windows to sheathing , covered car portiq ;—o- iin As Req'd joints with flexible butyl caulk. a b Roof Ventilation 7 c-♦ Install siding and window trim. A4.3 J � 4x8 d.f.#2 Required: 382 s.f./300 = 1.27 s.f. r, Install metal'?flashing over top of �— 8112 slope --> 4x8 at Ridge and 50% at eaves) trim. t eN ta 9 Provide at Ridge: 14 I.f. ridge vent at .09 Caulk top and side trim to window s.f./I.f, = 1,26 s.f, > 0.64 s.f. ok! "� frame and siding. Provide at Eave: min. 25 blocks with (3) z Flashing Follow Grace Vycorself-adheadng 2"dia. screened holes at .06 S.f. each = flashing application instructions for 1.5 s.f. > 0.84 s.f. ok! 8"strip of vycor weather resistive barrier I (2)2x b.u.col. f (2)2x b.u,col. — # wrap each side installation. It e 9878 Registered ria C/_ over rough 8"strip of vycor wrap ` l I i 'ARCHITECT sill v r rb1:6x10 d.f.#1 A__ attic arrearsarrearsBt12 slope > Michael G.Underwood" • 30,x 22" - State of Washington I I Elevation ;; m 9i22>21 / I1I Window Flashing Permit Set -I N II o 4 _ II J! _c N II II 8 1 w II n Project name: n •o u ii % _Jul -0 11 II Wikstrom m - I1 11 composition roof over 30'fell - — — - n u OSB sheeting wilh'H'dips at unsupported joints•size and nailing per schedule I 1 " _ ++ Residence 24"x48'Skylight 1 11 i- - ii premanufadured roof trusses at 24'o.c. — — - ��, a E J 11 insulation baffle w11 112'air space at truss tails J I � �P \I E II / I I ° 4x8 d.f.#2 N L. =_A_ . R38 insulation 1 I n i vented blocking between rafters =!1 I II u 1 Project Address: 518'GWB-orange peel finish \ —? NI- ii iJI ?�� �I �I o I averframing on existing roof 1211 10th Street 4'h self-adhering :�� ,`— ` 1 1 �, - membrane over flashing (!"tom L -��� 24'x48'Skylight ' i i " 1 N �� ~ -c - - I v• v metal flashing s ,ti Its- � , ; < 1T -- - - CO - i �i' I III - 0j.►!�.` `�C =‘,.a,-'::---,, ,,, ll� - Project Year: 2019 6.i 3 11 E A3 0ll Simpson H2.5e hurricane r -€ w 8112 slope V-1,, u Issue Date: 12/20/19 a �� continuous metal gutter ,I 2 ---o dip each truss hP• i ,� Y • -- double topplates ik ii 11 Revisions co sealant — 24�k48'Skylight \ 11 4x8 d.f.#2 three way wrap at throughout-lap top E1L � '"""'� "mm' ,1 �Iowners opon plates min.48' No. Data Description u Existing roof to Remain°o metal flashing 514x8 cedar fascia r t 2 514x3 cedar trim capli vented soffit °' rb1:6x10d.f.#1 t 1 sim--- --im si \7 1 _ 1�-- 2x4 cedar trim / ;I - 1x sill and apron - sial - ealant - -ea- ci es " -lXi 11 rh1:4x8d.f.#1 sealant �— window where occurs . J r � Roof Framing �-1 9 aa house wrap Y ff �s��9 siding (e) (e) Plan m ao a) et Window Trim Detail Roof Eave Detail A4 - Roof Framing Plan v (5 11/2 = 1 0 (6) 11/2 = 1 0 J 1Pi = 1 -0 Aq' ■ 3 r .. „ a 0 12/20/2019 3:49:13 PM continuous ridge ventMir i _a a •,...,-1,,..„,•.—......- E_ ffie!c---. . fri 7-7 7— � - - t . 14 r38 insulation-tyP at roof r38 insulation-tyP at roof 4I T sii••e•••JJ��JJJ��J�••J.i•'Ji'J..b9•J�•J�•J.•J�•��i�i•JJ.•.�i•��i!J��J.9•�i�i�•��i�i� •lei•J.L•.•.•��i•JJ��•��i�i�J.L�i�J.•Ji�i!i!i 'd'twt�Jd%a�•J .'.�aJi•.�i•. ia•��.�r.�•.�J. level 01 front tow •i❖J.'J •�'�•JteVo%•�•.L❖J�L•�'�•J�bre 11' - 10� UNDERWOrf' :, r21 insulation typatexteriorwalls -. I insulation-typatexteriorwalls 1005 4th Street :a anacortes,Washington 98221 = i — 360.588.0471 yy= Wi w mike Underwood,AIA Master Hall Living (e) �----en www.underwoodarchitecture.com Bedroom — -- - o ///fff. i - , / I--�I / _ _ �. ♦ \ / r` 1 _ level 01 floor 1 k F , ' s `-�`� a .66._1L�/u►_4666464444666414.6.66466 664444466461416616666A66• 'u_466666.1664.6�61_�46.1._6466.i6�.66646ra646• ._4__.i4IL����. ___:___ ..��....�.l��u..u�. .l.....1.1..a� \\ •J •9Y•e • Building Section. — (3 Building Section. .. °T 1/4" = 1'-0" 1/4" = 1'-0" r_ . . 1 1 . . 1 7.7 1 3 1 •(A4.6 • /A5.1 A5.1 3^ry / VIP, I is i - 4 level 01 front 10 tere. L _± ". 7 r38" Iabot>"NN level 01 roof I . 9878 \ : T - - - - - - - i�•a.•i♦-'a's 'w' ♦fitIP •�c':paiy'.'i'Ott..�•.'iy�ii,��►�►y�i� ss - 12' - 11 1/8 Vs-4 I Michael G.Underwood : r21 insulation typ at exterior walls :� State of Washington _ I:�� 9/22/21 S Studio Hall Bathroom , outside ► • Permit Set I ' • ►� Project name: , Imo, - 4 Wi kstrom level 01 floor . ♦.•.ttt ❖ t't •.• •.N ..�.•.4'M" .t46646♦ I"" ♦, ; • • ♦♦♦♦ ♦ • ♦ ♦ ♦♦ ♦♦ • — 1' - 1 0" ; �� Residence _ (d6 insulation lyp at floor — -• < S i 4V •A i n 0 0 exterior siding per owner . " .�I .s .. Project Address: x 'house wrap'moisture barrier,under siding I " i } ' continuous sheathing � , 1211 10th Street , 5ts'-raj rm, , � 2x6 wood studs @ 16'o.c. • Building Section. . : ���� • ' 1/4" = 1' 0" x, h 1•� I td t=e, yes �ci r: R-21 insulation �, — 314"T&G plywood-glue&nail to ,.:e I - rr rn:u =c_ rR' 1 supporting members Project Year: 2019 �K th ' I h k: rat•f•tc tv wee:-a a E n ay_ : i �� / = Issue Date: 12/20/19 y ,,1,a � at,- yrnl:ka`f I 1 4 -_- - - ,ter ; 1I II 1 l Revisions .I . _ T _ .�7 _ level011010 Na Date Description oo o I �i c'� f 1 , ,1, -.,. .I I _3t?onto}••1 I ,!ke ! 1 r `, A2.1 ' "�. . al ? 1n--I Manufacurered Hoist-see plan(see plan T ' -a _.--- i- ! 1 ' grade for direction),R38 insulation 1 � � I ,_ Oe - --"�- -- ]Eta fr e k re* • O -- • ct:,i f.'s strrir c� ---- _ I _ � o c�vQ o • . o " — 6 MIL Made vapor barrier x ia F*— firm,undisturbed earth ._____-___.J Building and 0 Wall Sections to Roll-In Shower Detail 6061 tn 4 Section 1 rC CO 3/4" = 11-0" 1 I A5 . 1 0 12/20 2019 3:49:14 PM continuous ridge vent 7777 Ns. 9 ( r P 4 (zit 5 - — ,� 2 Thi s Elevation Material Key t, - -- UNDERWOUL. _ � 5 1 Roof Composition Shingles-match existing -;a,ti9rrarFstr�- �� W3 W3 - - w� w� 1� �� — - 2 Siding Hardie-plank siding 1005 4th Street 3- - anacortes,washington 98221 - - backyard ramp 3 Guardrail Metal 360.588.0471 1 mike underwood,AIA 3 _��— r := 4 Gutters mike@underwoodarchitecture.com — - stairs - 5 Downspout ° ,. 6 Window Trim . •. ..- - •.,' � 'E • _ .. _•_—..—. n _ 1 . _ — - r'. �. _�. •.1.. • West \J 1/4" = 1'-0" • - 7 continuous ridge vent za'N.\ 1 (-- t e 11iC 8+ /rz. _ _ 72 s. .ry 4 4 - _ /-7?, 1 ` t _ — — _ _ I�vel 01 front tow 1' ' i I - — — — — - - — — _ 11' - ion 2 6 — • , , W6 W s - - (e) (e) ,, ` - W5'{ CD10 W5 - (e) - tl CTD D �Z)e �` I _ level 01 floor__ _ round 3 N Ftegi TECNorth South `1 ARCHITECT O1/4" = 1'-0" 1/4" = 1' 0" State o Washi gtond exp.09/22/19 Permit Set /f Project name: f 8+/Ia+ Wikstrom Residence -E �e — � Issue Dated 12l20119 a �y 5 ' L Revisions QJ r- 5 No. Date Descnp on to -a a a v v , S I I _ :` . • . . Z . • . rici 4 _ . Building ci \ crawl space twervst B u i l d i n g O access Elevations 00 am East I _ 1!4" = 1' 0" ... d A 0 . U 12/20/2019 3.49.15 PM - 1 t�; � ), •2-3' 2-6' 2-T 2-5 2-6i . T-6 . , 2-6' , , • �, W N 5e 1005 4th Street /rangehood anacortes,washington 98221 (/tall tall\) —s- s — ( \ 360.588.0471 \pantry penhy/' ` mike underwood,AIA b /mil b \ - / � - _ www.rmderwoodarchitecture.mm — _ _ — -- - 30'range b b b 2-6 , 2-2 , 2-C . P-3 . 2-6' .. 2-0' . _.• 2-0' . 2.0• , r.g ' 2-T 2-G 2-6 Kitchen - North Kitchen - East Kitchen - South O1/2"=1'-0" O 1/2"=1'-0" O 1/2"=1'-0" 1— wz r ° I-- 9878 Registered \`1 1 ARCHITECT m 1 rry,,, IC/,S v U — i 3- ' ) _ Michael G.Underwood T T 1 State of Washington 1 u F— - 9/22/21 �'' e Mr r � Permit Set -- __._.—.—._) Project name: S•P 24 Wikstrom M. Bath - East M. Bath - South_ M. Bath -West Residence 0 1/2"=1'-0" 0 1/2"=1'-0" © 1/2"=1'-0" Project Address: 1211 10th Street Project Year: 2019 Issue Date: 12/20/19 _ _ �1 ,r, _ 4� Revisions — - -- Ma. Date Desciip600 ij E I--- _ - .. `i I _—. _ 3 _ �—� NV© Interior E — —_— -._ s Elevations _ �(DI Bathroom - North (/j�j\) Bathroom - East Bathroom - South Bathroom - West Wet Bar- North 7 1/2"=1'-0" 8 1/2"=1'-0" O 1/2"=1'-0" CO 1/2„=1-0„ 0 1/2"=1I-0" a A6•3 U 12120/2019 3:49:16 PM General - ' 1. Not all buried utilities located on this site are shown on these drawings so call 37. Fasteners for pressure treated and fire-retardant wood must be of hot dipped 73. Notches on the ends of solid joists may not exceed one-fourth the joist depth. 111.Attic Access:Provide min of 22x30 access to attic areas greater than 30 square _tom UTILITIES UNDERGROUND LOCATION before doing any digging anywhere on this galvanized steel,stainless steel or copper.(Exception:1/2-inch diameter or greater Notches in the top or bottom of joists may not exceed one-sixth the depth or be feet. Construct with 518"GWB and capped with r-49 insulation. Provide plywood Energy and Envelope Notes , I ) sfi , ,'.. site of any depth 1-800-424-5555. steel bolts.) [R317) located in the middle one third of the span.Holes bored in joists may not be within 2 baffle at edges to contain adjacent insulations. Provide min.30"vertical clearance inches of the top or bottom of the joist and the diameter of any such hole may not above opening.[R80T.1] framing fy emdimensionsersad n site, unlessl dimensions are tow outside or center line of wood 161. Requirements: Check with building department having jurisdiction prior to ` " members and concrete noted otherwise. exceed one-third the depth of the joist Holes and notches must not be within 2 inches 112. Stairs shall have a max.of 7 314 high risers and 10 deep treads.Provide a Exterior Shell of each other.[R502,8.1]. 314'to 1 1/4"max.toe overhang. Handrails shall be 34 to 36 inches above the toe, bidding to determine if that building department has any special framing or backing 3. All stumps&roots shall be removed from the ground to a depth of 12'in the area and beset 1.5"oft the wall,and have a grip of 1 1/4°min.to 1 1J2"max..(R311.7] requirements to meet the energy code or for any other reason. ,; occupied bythe building.No excavated material is to be used for backfill under any91. Flashing:Flash and counter flash all exterior openings as required to make them p For notching and boring of manufactured floor joists refer to the manufacturer and ) ;r, concrete without approval of the city1 county.All fill under concrete to be compacted weatherproof. Tops of all exterior horizontal wood fenestrations to be flashed with 113. to be with outside combustion air duct of at least 6 sq. 162. Air leakage:Sole plate is to be caulked or glued to floor.Rim joist between pp P iollowtheir requirementsfully, [R502.8.2] Fireplacesupplied pit-run fill to 95%. metal caps with drip edges to direct moisture away from wood.See[R703] inches,and provide a readily operable damper. Install gas fireplace with clearances stories to be caulked I sealed.All holes in building envelope are to be caulked 1 74.Joists,rafters and trusses must be supported to prevent rotation by installing solid and combustion air per manufactures recommendations and by code. sealed inducting but not limited to electrical,plumbing&HVAC penetrations.Outlets, 4. Building and Structural Design Loads 92. Trim;All exterior trim splices&siding joints to be mitered.Provide a 15 degree blocking at each bearing point or as required by manufacturer.[R502,7] ground snow load: see stgructuralswitch boxes and recessed fatures on exterior walls or ceilings are to be caulked/ notes min.bevel on ends ofjoining boards. 114. Window fall protection:See R312.2. sealed with approved sealant,or have foam face gaskets installed.All recessed lights 1005 4th Street Roof live load: 20 psi-see notes for other pitches 75. Bearing partitions perpendicular to joists must not be offset from support by more Roof dead load: see structural notes 93.Make all roof penetrations for venting etc.on non-conspicuous side of ridges. than the depth of the joists.Joists must be sized to accommodate the load and as are to be IC rated,air tight&sealed to surrounding surface.Rough openings around anacortes,washington 98221 Floor live load: 40 psi(residential) Coat any ABS or PVC piping with a protective paint,designed for UV protection and minimum double joists are required under parallel bearing partitions.Joists framed Plumbing all windows&doors to be sealed I caulked. 360.588.0471 sleeping only 30 psi to match the adjacent roof color. into sides of girders must be supported by joist hangers or ledger strips.[R502.4] mike underwood,AIA Floor dead load: see structural notes 121. Inspection;No plumbing or drainage system or building sewer may be covered, 163. All ceiling exhaust fan ducting to be insulated as per code&to have as few deck live load: 40 psi 76. Bearing:In floor construction,joists and beams must have not less the 1.5 inches concealed or put into use until it has been tested,inspected,and approved. [UPC bends as possible&to terminate at the exterior of the building. mikec@undenvoodarchitecture.com 5.Lateral Design Conditions of bearing on wood or metal and not less than 3 inches on concrete.See[R502.6]for 103.5.1.3] Lateral wind load: 110 mph-see structural notes for exceptions Framing additional exceptions and requirements. 164. Insulation to fill all exterior wall cavities.Do not compress.Cut to fit around Seismic category: D1 77.All plywood and OSB subflooring is to be glued to the supporting framing 122. Supply Testing:Plumbing supply piping must be tested with working water wires,pipes, &outlet boxes. Soil Minimum: 1500 psf members;glue is to be applied in strict conformance with manufactures directions, pressure or,except plastic piping,50 psi at pressure. [UPC 609.4] Residential General Notes Walls 78. Provide solid blocking for lateral support at each end of joists,and at all 123. Drain Testing:Plumbing drains must be tested with water filled to the highest 165. All HVAC ducts installed outside the heated habitable space to have sealed 2015 IRC 51. Cripple walls must be framed of studs not less in size than the studding above. intermediate vent in or 5 si air ressure. PC 712.2 3 joints,corners,and boots,and insulated to a min.R-8. Foundation And Site Preparation When exceeding 4 feet in height,such walls must be framed of studs having the size supports. systemP P N ] updated 6120/16 10. All wood used in formingand placingconcrete,if within theground or between required for an additional story. Cripple walls less than 14'high must have solid 124. Protection:All piping passing under or through wall must be protected from 166. A one perm or less vapor retarder(ie:kraft paper,PVA paint etc..)is to be foundation sills&the ground shall be removed.Remove all loose or casual wood in blocking or with sheathing on one side. All cripple walls shall be supported on Roof breakage.Approved provisions must be made for expansion of hot water piping.Voids installed on the warm side of all insulation. continuous footings or foundations.[R602.9] around piping passingthrough concrete floors on theground must be appropriately contact with the ground from under the building. P p g 9 52. Wood columns must be restrained to prevent lateral displacement at the bottom. 81.Plywood roof sheathing,if exposed on underside,must be exterior grade. sealed. [UPC 3131 167. All recessed light fixtures in the thermal envelope to be certified under ASTM 11. Access:Access shall be provided to all under-floor spaces. Access openings [R407] [R803.2.1.1] E-283 and so labeled,or sealed around the exterior in an approved manner to be air through the floor shall be a minimum of 18 inches by 24 inches. Openings through a perimeter wall shall be not less than 16 inches by 24 inches. When any portion of 53. Column and posts located on concrete floors exposed to weather,water splash 125. Support Horizontal piping must be supported at sufficiently dose intervals to tight the through-wall access is blow grade,an areaway not less than 16 inches by 24 or in basements must be supported by concrete piers or metal pedestals projecting 82. Ventilation:Enclosed attic and rafter spaces must have cross ventilation for each prevent sagging.Pipe supports for ABS may not exceed 4 feet on center. [UPC 314.5 inches shall be provided. The bottom of the areaway shall be below the threshold of above the floors,unless approved wood of natural resistance to deny or treated separate space by vent openings protected against the entrance of rain and snow. 1314.5.1] 169. not used The required area shall be 11150 of the area,except maybe 1/300 of the space if the 126. Whirlpool bathtubs must rovide a removable panel of sufficient dimension to the access opening. Through wall access openings shall not be located under a wood is used.The pedestals must project at least 6"above exposed earth and at openings are split with 50% but less than 3 feet below ridge.[R806.1] P P door to the residence.[R408.4] least 1"above such floors. [R317] access the pump. [UPC 415.1] 169. Exterior doors to be adjusted so weather-stripping,threshold, &door sweep 12. Ventilation:All under-floor areas shall be provided with 1 sf of foundation vent for 54. Separation:There shall be maintained a minimum dear separation of 6'between 83. Insulation dam must be provided at the attic access opening when using blown-in are working properly&seal well. p P P P 9 9 12T. Water heater relief valves must be provided with a drain,not smaller than the each 150 sf of floor area.Locate vents within 3 feet of corners as practical and any wood and earth,or the wood shall be of a type with a natural resistance to decay insulation. [WSEC 502.1.4.4] relief valve outlet,extending to the outside of the building and discharging downward 170. Blown in attic insulation,if used,to be installed in strict conformance wtlh provide cross ventilation,cover vents with corrosion-resistant wire mesh with openings or treated wood is to be used.[R317] 6-24 inches above grade. [UPC 608.5] of 1/4°in dimension. Continuously operated mechanical exhaust ventilation at a rate 84. Trusses must be designed by a registered design professional,in accordance manufactures recommendations for density&coverage.Provide vent baffles as of 1 cu ft.per minute for each 50 sqfeet of crawl space maybe used. [R408.1] 55. not used with ANSIfTPL1 standards. [R802.10.2] required&insulate&weather-strip attic access door. P 128. Hose bibs must be protected by an approved non-removable type baddlow 13. Foundation drains shall be provided around all concrete or masonry foundations 56.Place a vapor barrier of tyvek or equal over all exterior walls. [R703.2] 85. Truss bracing must be provided to prevent lateral rotation and provide lateral prevention device. [UPC 603.4.7] 173. All Gas Combustion Appliances,Except Stoves&Cloths Dryers,To Have that retain earth and enclose habitable or usable spaces located below grade, stabs)' in accordance with the individual truss doss n drawin s. RBD2.10.3 57. To Plate:Exterior wood stud walls must be capped with a double to late 9 9 [ ] Combustion Air Ducted Directly To Them. Drainage tiles,gravel or crushed stone drains,perforated pipe and other approved P pp p P 129. Water heaters must be anchored or strapped in the upper and lower third of the materials must discharge by gravity or mechanical means to an approved drainage installed to provide overlapping at corners and intersections with bearing partitions. 86. Truss members must not be cut,notched,drilled,spliced,or otherwise altered in tank to resist horizontal displacement due to earthquake motion.A distance of 4 inches End joints must be offset at least 24 inches.[R602.3.2]. Exception:advanced framing any way without the approval of a registered design professional.Addition of loads must beprovided between the lower strapand the controls. [P2801.8] 174. Provide programmable thermostats to all heating systems. system. [r405.1J 14. Vapor Barrier.Cover ground at crawl space with min.6 mil black colored, shall be allowed with one top plate,provided all provisions of stud,rafter,joist,and that exceed the design load for the truss will not be permitted without verification that moisture barrier,laps to be 12"min.and sealed,and ends to extend up foundation truss locations are aligned per[R602.3.2 exception]. the truss is capable of supporting such additional loading. [R802.10.4] 130. Water Heater Pan: When a water heater is located where water damage may occur from a leaking water heater,a watertight pan must be installed beneath with a Supplemental Energy Notes walls a min.12". 58. Notches: stud in an exterior wall or be cut or notched My bearing partitionmay minimum 314"drain to outside of building. [P2801.6] 15. Damp-proofing:Foundation walls enclosing basements below finished grade to a depth not exceeding 25 percent of its width.Studs in non bearing partitions may must be damp-proofed from the top of the footing to the finished grade. be notched to a depth not to exceed 40 percent of a single stud width.My stud may Safety 130b, All electric water heaters in unheated spaces on concrete floors shall have a R-Value and U-Value Minimums for zone 4c: be bored or drilled,provided that the diameter of the resulting hole is no greater than R10 incompressible surface under unit.16. Yard piping for water service shall be at least 12 inches below grade.Water 40 percent of the stud width,the edge of the hole is no closer than 518 inch to the Fenestration U-Value: 0.30 ' "'A_ AS'^", pipes may not run or be laid in the same trench as the building sewer or drainage edge of the stud,and the hole is not located in the same section as a cut or notch. General RequirementsSGHC: 0.40 unless both of the following conditions are met: [R602.61 131. Seal:All plumbing fixtures,including toilets,must be caulked or sealed at their Skylight U-Value: 0.50 a. The bottom of the water pipe,at all joints,shall be at least 12 inches above base. [UPC 407.2] Window U-Value: 0.30 the to of the sewer line. Drillin : 1.A stud ma be bored to a diameter not exceedin 60 ercent of its width, 101. Address: Every building must have its address plainly legible and visible fromExterior Door(w/glazing): 0.30Registered P 9 Y 9 P the street. Numbers shall be minimum of 4 inches hi h with a minimum stroke width 132. Freeze Protection:All water lines to be protected from freezing. If water lines \-,,Z818 'ARCHITECT b. The water pipe shall be placed on a solid shelf excavated at one side of the provided that such studs located in exterior walls or bearingpartitions are doubled 9 Ceiling (attic): R49 are not located completely between heated space and insulation provide insulation as common trench with a minimum horizontal distance of 12"from the sewer or drain. of 112 inch. [R319.1] Ceiling (attic wl adv.framing): R38 and that not more than two successive studs are bored. required to assure pipes are protected from freezing. [P2604.3] 2.Approved stud shoes may be used when installed in accordance with the 102. Emergency Egress: Basements,habitable attics and every sleeping room must Fxi,Wall: R21 Michael G.Underwood manufacturer's recommendations. have at least one openable window or exterior door approved for emergency egress 133. All water pipes to be insulated to a min of R-3. A drwlation system to provide Floor(over unheated space): R30 State of Washington Concrete And Reinforcing 3.Provide metal nail plates in all locations where plumbing or wiring comes or rescue.Windows must have a minimum open area of 5.7 square feet(5.0 square hot water to all fixtures requiring hot water is MANDITORY.The pump shall be Floor(unheated slab): R10 and 24'at perimeter horizontal or vertical at stem. within 1 114"of the edge of anystud.[R602.6.1] Floor(heated slab): R10 under entire slab exp.09/22/19 9 feet if on the ground level),minimum net dear opening height of 24 inches and a capable of turning off when the desired temperature is reached and demand is rill. ) 21. Footing top surfaces must be level.Footings shall be stepped when necessary minimum net clear opening width of 20 inches.Finished opening may not be more Below grade walls: R10 Rigid at exterior of stem wall or, to change the top surface of a footing or where the bottom surface of a footing 59. Fire Blocking shall be provided to cut of concealed draft openings(both vertical than 44 inches above the floor.[R310] F115 Rigid at interior of stem wall or, Permit Set exceeds a 10%slope. [R403.1.5] and horizontal)and to form an effective fire barrier between stories,and between a top Mechanical R 21 at 2x6 framing on interior of stem wall w11"thermal break story and the roof space. [R602.8]and [R302.11] 103.Carbon Monoxide Detectors: Install an alarm outside each sleeping area per between stem wall and framing. 22. Sleeves shall be provided to protect all piping through concrete and masonry R315. - walls.[UPC 313.10.1] Install fire blocking at: 104. Smoke Detectors:When work is performed that requires a permit,or when a 141. Approval:No mechanical system or equipment regulated by this code may be note: Additional energy efficiency features are required. Project name: 1. Concealed spaces of stud walls and partitions,including furred spaces and sleeping room is created,the entire building must be provided with smoke alarms,A connected to fuel source until approved by the building official. [R111.1] 1. small dwelling unit(>1,500s4: 1.5 credits required. 23. All footings to be placed on firm inorganic,undisturbed soil of 1500 psf(min) parallel row of studs or staggered studs as follows: smoke alarm must be installed in each sleeping room and outside the sleeping room 2.medium dwelling unit(1501-4999sf): 3.5 credits required. Y v I kstro m a.verticallyat the ceilingand floor levels. 142. Testing:Gas piping must be tested at a minimum pressure of 3 psi. Gauges 3. lame dwellingunit <5000s 4.5 credits required. bearing capacity and to extend a min.of 18"below finished grade.Tie wall vertical area in the immediate vicinity.There must be at least one smoke alarm on every floor r9 ( �� q • b.horizontallyat intervals not exceeding10 feet used for testing must have an upper range of not more than 1.5 times the test additions<500 sf: 0.5 credits required.reinforcing steel to continuous footing steel.All reinforcing steel below grade to have level.All smoke alarms must be hardwired and interconnected. Smoke alarm shall be q � Residence a 3'in embedment,lap all rebar splices and comers 30 bar diameters. Unless 2. All interconnections between concealed vertical and horizontal spaces such installed not less than 3 feet horizontally from the door of a bathroom[R314] see IRC pressure.[IRC G2417.4.1] otherwise noted on plans. as occur at soffits,drop ceilings,and cove ceilings. for building alteration exceptions. 143. Equipment in Garages: Gas appliances generating a glow,spark or flame 3. Concealed spaces between stair stringers at the top and bottom of the run. capable of igniting flammable vapors may be installed in a garage, provided the pilots, Girders And Joists 4. Openings around vents,pipes,and ducts at ceiling and floor level,with an 105. Guards must be installed when a floor or grade is 30 inches or more above an burners,heating elements and switches are elevated at least 18 inches above the Electrical approved material to resist the free passage of flame and products of adjacent floor or grade that is within 36 inches horizontally from the edge of the floor. [IRC M1307.3] Project Addrs: 2019 o 31. Wood joists closer than 18°or wood girders closer than 12'to the ground,must combustion. walking surface.Guards must be a minimum of 36 inches in height.Open guards Issue Date: 12/20/19 wood or wood of natural resistance to decay. 317.1 1chimneys fireplaces, blocking144. Clothes dryers ducts must be smooth metal and terminate outside the building. 181. Electrical outlets shown on theplans are thoserequired for convenience only, of treated y [R ( )] 5. Site built and fire must be a minimum of 1 must have intermediated rails or ornamental pattern such that a sphere 4 inches in diameter cannotpass throu h exceptScreens shall not be installed at the duct termination.Ducts may not be connected or provide all outlets as required bythe national electric code&provide required hookups inch thick and supported on metal strips or metal lath.[R1003.19J through, at the toe triangle where 6 is allowed,or at q qRevisions Y installed with sheet metal screws.Maximum duct length is 35 feet.The maximum for all appliances andequipment Provide recessed meter base.Provide GFI&WP 6. Cornices of a two-family dwelling at the line of dwelling unit separation. stairway guards where 4 318 inches is allowed.[R312] length must be reduced 2.5 feet for each 45 degree bend and 5 feet for each 90 oP 32.All wood in contact with concrete,masonry or earth must be pressure treated 9 9 protection where required by code. No. Date Desorption wood or foundation grade cedar or redwood,and marked by an approved agency. 106. Garage Separation: Garages must be separated from a residence and attic degree bend. [IRC m 1501.1 /m 1502] o Cut ends of treated posts must be re treated or be provided with protection from 60.Headers:All openings in bearing and exterior walls are to be provided with a space with not less than 112'drywall on the garage side. If there is residential space 182. Lighting-75%of permanently installed lamps shall be high efficiency lamps. [R404.1.1] header as indicated on plan or plan legend. 145. Exhaust Fans:Bathroom,laundry rooms,kitchens and similar rooms must be contact with concrete. [R317J above the garage,the ceiling must have 518"type-x drywall and all supporting walls vented by an exhaust fan.Dud must terminate outside the building and be not less 0 33. Pressure treated wood shall be used for those portions of wood members which 61.Stud partitions containing plumbing,heating,or other pipes shall be so framed and must have 112"drywall. [Table R302.6] than 3 feet from any opening into the building.[IRC M1506] form the structural support of buildings,balconies,porches,etc.,when such the joist underneath so spaced as to give proper clearance for the piping.Where a 107. Garage Door:Mydoor between a garage and a residence must be either a 1 3I8° partition containing such piping runs parallel to the floorjoists,the joists underneath 9 9 9 146. Exhaust Fan Rating: Kitchen exhaust fans must be 100 cfm minimum. members are exposed to the weather without adequate protection from a roof,eave, wood or metal door,or a 20-minute rated door equipped with self-closing device. Bathroom exhaust fans must be 50 cfm minimum.[IRC Table M1507.4] such partition shall be doubled and spaced to permit passage of such pipes and shall overhang or other covering.Such members may include girders,joist and decking, [r302.5.1] posts,poles and columns. [R317] be bridged.Where plumbing,heating or other pipes are placed in or partly in a 108. Garage Floor.The floor surface in a garage must be an approved non- 147. Water heaters:Appliances located in garages shall be elevated at least 18" o partition, necessitating the cutting of soles or plates,a metal tie not less than 118°thick 9 9 9 PP above garage floor. P2601.7 r. 34. Ends of girders entering concrete or masonry walls shall be provided with a min. &1 1/2"wide shall be fastened to the plate across and fo each side of the opening combustible material and sloped toward the garage door or floor drain. [R309.1] 9 9 [ 1 air space of 1/2'at tops,sides, &ends. [R317] with not less than 4-16d nails. 109. Showers must have a nonabsorbent wall covering extended to 72 inches 148. Electric resistance zone heating: one mini-split heat pump must be installed in 7 35. Post Connection:Provide a positive connection between the post support&post Floor above drain inlet with water-resistant backing. [R307.2] the largest space. and between the past and the beam sufficient to ensure against uplift and lateral 71. Joists framing into the side of a wood girder shall be supported by framing 110. Furnace shall be installed to have a min total clearance of 12"@ sides with a G e n e ra I Notes displacement anchors of the required finish and type. [R502.6.2] min clearance of 3"along sides,top,&back.If placed in a garage,set unit on a General Notes sow platform to provide a minimum of 18"height above garage floor. [IRC M1305.1.1] ses 36. Deck Materials:Structural exterior posts,girders,joists and decking to be cedar 72,not used 0 1/4" = 1'-0" re or treated material. SPI r 0 12'20/2019 3:49:16 PM