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Permit File BLD-2019-0697 1105 Longview Avenue
4 '' City of Anacortes Invoice/Permit#: BLD-2019-0697 904 6th Street Applied date: 10/23/2019 P.O.Box 547 Issue date: Anacortes, WA 98221-0547 Expire date: 04/20/2021 (360) 293-1901 Job Address: 1105 LONGVIEW AVE Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-3910 Project: APN: P57865 Remarks: Interior remodel of SFR with small addition, squaring off the existing entry. Owner: TREVOR OTT Contractor: Address: 1105 LONGVIEW AVE Address: ANACORTES WA 98221-3910 Phone: (360) 982-2536 Phone: License#: General Information: Fees: Building Valuation 100000 Building Permit Fee 993.75 Plan Review Fee 645.94 State Building Code Fee Resi 6.50 Total Calculated: 1,646.19 Deposits/Receipts: 0.00 Total Due: 1,646.19 () --I TI xiI •. 0 'I) Z i+ -ror- o a, 177+ _, _ --1 -R. - --aC. r-t r+ -F r+• .-•• I �i1 r r• Z• 1 -I CI 0: C. Xi +--. zi T-. Ct . t u —i ?r it, n+ m THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,FOR I + CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. t.15 rk HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVtSIONV OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NO.T, THE:+ GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OP;,! 71 LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. T nip 0.i r 0+ 4) 11 t SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY ft, Permits and Insp... - BLD-2019-0697 - 2019 O19418-U056 Carla Br... 11/2W2019 U4:U9PM 10379 - TREVOR OTT BLD-2019-0697 Single Family Alteration/Repair Permit Payment Amount: 1,223.95 Transaction Amount: 1,223.95 CHECK: 1003755 Site Address j 105 Lo �ie� AVe Project i n (/IGr 1 M4 L _ ivs SMaiiI nci A l Ian, _Buildin_g P_ermit_# O�Pg7 _ __ LQ 20� � —- -_- --_ _yti - r-S�v`r - J,a_tc= R-= " -='ram _-- - _ _- - �._ - -_ - ---%_-= -�= �T= �. r� = areas - Building ,' I. 4gtkcci f , • 4 fzi 44( g,ok m.„, , , Public Works / I� � r _ __ —_� 1 • H —j [ Ptanning \ 2S\\! V‘- / b U i i 1 I 1 I I • Stormwater 1 / fr fO, �c- %� --- — • I • I Fire 1 - / t, 1-a--/ �°i'QL i r .11 I- II 1 , I I 1 Project Inter-Departmental Plan Review Tracking PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER,SHEET, Mailing Address: P.O. Box 547, Anacortes, WA 98221 ' I/I 1' ` Office Location: 904 6th Street, Anacortes W 8821 Phone: (360) 299-1984 I ; II 1.9 2019 ,), F IBVf di ' !e i d ES Please use this form to submit revisions or additional information to your permit application. Permit/Project#: Date: 11 . 2 0 . 2 019 Project Name: Ott Residence Remodel Project Address: 1105 Longview Drive Project Contact: Mike Underwood Company Name: Underwood & Associates Contact Phone: 360 . 588 . 0471 Contact Email: mike@underwoodarchitecture . com Has the permit been issued yet? 0 Yes i/No All revisions must be either clouded or highlighted &wet stamped by an architect/engineer (if applicable). Has this been done? '"Yes 0 No What department(s) is this resubmittal/revision /additional information to go to? VI/Planning Dept. 0 Building Dept. 0 Fire Dept. 0 Stormwater 0 Public Works Dept. Is the plan revision or additional information,in response to a plan review letter? 0 Yes. A copy of the plan review letter with itemized responses to each item is required. ❑ No, the revision or additional information is initiated by the applicant, landowner, designer, or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info: Are you submitting a full replacement? VI/Yes ❑ No If not what page#is being replaced? Two full sized copies of all revised/additional information is required. Has this been done? Yes ❑ No Two 11"X 17" reduced copies of revised site or floor plan is required.Has this been done? "Yes 0 No Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. ❑ Site Plan 0 Building Plans ❑ Structural Plan El Landscape Plan 0 Parking Plan ❑ Tree Preservation Plan ❑ Arborist Report 0 SEPA checklist ❑ Wetland Report El Geotechnical Report ❑ Storm Drainage Analysis ❑ TESC Plan ❑ Civil Plan ❑ Lot Coverage Calculations 0 Impervious Surface Calculations ❑ FAR Calculations ❑ Grading Plan ❑ Survey(Boundary/Topo) O Mechanical Plan ❑ Plumbing Plan 0 Other: From: Frisinger, Rob Sent: Monday, October 28, 2019 1:32 PM NOV 1.9 2019 To: Mike Underwood <mike@underwoodarchitecture.com> C9 Subject: Ott remodel 1105 Longview r'fl=Y OF ANAC;Jh Y cto Hey Mike, I've got some questions on the Ott remodel. 1. What is the direction of the joists in the areas of the structure the walls are being removed from? 2. What is the size and spacing of the joists? See Framing Plans on A3.2 Thanks, Rob Frisinger �� Plans Examiner robf@cityofanacortes.org Office (360) 588-8297 Cell (360) 391-1403 APE Y 0e Cr irlk My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 Frisinger, Rob From: Frisinger, Rob Sent: Wednesday, October 30, 2019 3:53 PM To: Mike Underwood Subject: FW: Ott remodel 1105 Longview Attachments: Demo-Permit-App-2019.pdf Hi Mike, It looks like you don't know where the load bearing walls are or what the gravity load paths will be when the existing walls are removed, so I suggest you apply for a demolition permit. I've attached one for your use. Once the unknown conditions are ascertained and you have performed your input and analysis,then you may apply for a building permit. Contractors cling to the "not on the plans, not my problem" attitude, and there isn't enough on the submitted plans to approve at this time. Thanks, Rob Frisinger Plans Examiner robf@cityofanacortes.org Office (360) 588-8297 Cell (360) 391-1403 0 M incoming and outgoing email ruessages are suhiecr to public disclosure requirements per RCW 42.56 From: Frisinger, Rob Sent: Monday, October 28, 2019 1:32 PM To: Mike Underwood <mike@underwoodarchitecture.com> Subject: Ott remodel 1105 Longview Hey Mike, I've got some questions on the Ott remodel. 1. What is the direction of the joists in the areas of the structure the walls are being removed from? 2. What is the size and spacing of the joists? Thanks, Rob Frisinger Plans Examiner 1 c&T O� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street, Anacortes WA 98821 7tiq ci w Phone: (360)293-1901 )r,. � - 7I'y ,-,..= -s 4 ,,, r- _ Residential Building Permit Application-1 pplication-} Submittal Packet New Single Family Residences (SFR) Duplexes Additions and Remodels (SFR& Duplex) Accessory Dwelling Units Manufactured Homes Residential decks and retaining walls SUBMITTAL CHECKLIST CD S. Residential Building Permit c' 15 N 0 L -0 ` - o T c Submittal Requirement Checklist N .. o ° ba 5 V Y N = O H ' '� toI. cu C d .0.a u See pages 2-3 of this handout for information about each 3 ? v v E a,, m E DC Ft E Q V submittal item listed below. Z . ro Q p .400 IC = N i O IResidential Building Permit Application Form X X �X ' X X (FORM BP-1—attached) Structure&Site Information Form X X X X X (FORM BP-2—attached) ,✓ Mechanical &Plumbing Fixtures Form (FORM BP-3—attached) X X 6... ) XArchitectural Plans X X X X (requirements listed on FORM BP-4 attached) Stormwater Management Minimum Requirements Determination X X gX X (FORM BP-5,attached)Stormwater Site Plan X XX X Site Plan & Landscape Plans (requirements listed on Form BP-6) X X X X ikStructural Plans&Calculations X X X X Energy Code Plans& Forms X X 0 Manufacturer's Specifications/Cut Sheets X Copy of recorded survey X X X X Technical Reports X X X X 4 IR- Other Required Permits X X X X X ADU Affidavit of Owner Occupancy(signed) X Required Number of Copies and Plan Size Fees 2 paper copies of each item above • Plan review deposit is taken at time of Plans must be minimum 11"x 17",to scale, and legible application submittal. 1 reduced size copy(maximum size 11"X 17")of the Site • Permit fees are paid prior to building Plan, Floor Plan and complete Building Plans permit issuance. Page 1of18 Res.Building Permit Application Submittal Checklist Updated October 10,2019 ♦�y o 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 REQUIRED SUBMITTAL INFORMATION Additional details on certain submittal items is provided below to ensure Applicants are fully aware what City staff will be looking for when an application is submitted to the City. FORMS AND PLANS • FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION FORM. Provides key information about your project, including type of permit you are applying for, and property owner, contractor, and contact information. • FORM BP-2: STRUCTURE AND SITE INFORMATION FORM. Provides key information about the proposed structure, including height,floor areas,fire protection proposed, and asks questions about site characteristics that are used to determine whether your project requires any other information or additional permit applications to be submitted. • FORM BP-3: PLUMBING AND MECHANICAL INFORMATION. Form BP-3 provides space for you to fill in fixture information for plumbing and mechanical appliances and equipment that are included as part of your project. • FORM BP-4:ARCHITECTURAL PLAN REQUIREMENTS. Form BP-4 contains a list of all the items required to be shown on Architectural Plans. • FORM BP-5: STORMWATER MANAGEMENT DETERMINATION FORM. Most development within the City of Anacortes that involves disruption of soils, or construction of buildings, streets, parking lots, etc. requires a Stormwater review. Stormwater review requirements are based on either the amount of soil to be disturbed (grading,vegetation removal), or the amount of hard surface that is created or replaced on a site (building footprint, concrete,asphalt or gravel parking, sidewalk, etc.). Form BP-5 assists you in determining the level of stormwater review (applicable Minimum Requirements) required for your project. • STORMWATER SITE PLAN. The Stormwater Site Plan is the comprehensive report containing all of the technical information and analysis necessary for regulatory agencies to evaluate your project for compliance with stormwater requirements. The level of stormwater review and contents of the Stormwater Site Plan will vary with the type and size of the project, and individual site characteristics. Use Form BP-5 to determine the level of stormwater review and then complete the applicable Stormwater Minimum Requirements Form on the Public Works- Engineering Department Forms website and provide required submittal items/plans. • FORM BP-6: SITE PLANS& LANDSCAPE PLANS. Form BP-6 contains a list of all the items required to be shown on Site and Landscape Plans. • STRUCTURAL PLANS: Plans prepared and stamped by a State of Washington licensed professional structural engineer drawn at a scale approved by the Building Official clearly indicating the information required by the "Permits" section of the currently adopted International Building Code and Chapter 19.27 RCW (State Building Code Act,Statewide amendments), and City submittal forms including: structural members labeled as to size and spacing as well as bracing, blocking, bridging, special connectors, and anchor bolts; cross-section details, as needed,to show typical foundation,floor,wall, ceiling and roof construction; insulation of walls,floors and roof/ceiling; and details of stairs,fireplaces and special construction, if any. Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 2 of 18 y 0 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT vim Mailing Address: P.O. Box 547,Anacortes, WA 98221 < Office Location:904 6th Street,Anacortes WA 98821 `��1 w� Phone: (360)293-1901 LD — tq --7 FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION 1. PROPERTY INFORMATION Project Address(Street,Suite#): i Assessor Parcel Number: 1105 Longview Drive P57865 Subdivision/Lot#: Zoning Designation: Lot area(size): Residential District R2A to.,54�4 sq.ft. .24 acres 2. TYPE OF PROJECT ❑ New SFR ❑ New Accessory Dwelling Unit: ❑ Deck/porch (new/repair) ❑ New Duplex ❑ Attached to Primary Unit X Interior remodel ❑ Detached from Primary Unit [X New Addition to SFR ❑ Garage,carport or accessory building ❑ Fence or retaining wall or duplex (new/repair) ❑ Other: Project Summary: interior remodel of residence with small addition with squaring off the existing entry. Project Valuation: $X (40€ I ODi caDO 3. PROPERTY OWNER INFORMATION Name: Trevor & Leah Ott Phone: Address(Street,City,State,Zip): Email Address: 1105 Longview Ave, Anacortes, WA 98221 axeljott@gmail.com 4. CONTRACTOR INFORMATION Name:* TBD Phone: Contractor's Business Licenses State License#: City License#: *All Contractors&Subcontractors must have a valid City of Anacortes business license prior to doing work in the Expiration Date: Expiration Date: City. Address(Street,City,State,Zip): Email Address: 5. CONTACT PERSON Select one person the city will contact for anything ra related to this project: Applicant IDProperty Owner ElContractor ❑ Other(list below) Name: Underwood & Associates Phone:360.588.0471 Address(Street,City,State,Zip): Email Address: 1005 4th Street Mike Underwood Anacortes, WA 98221 Mike@underwoodarchitecture.com Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 5 of 18 �z Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT � '� Mailing Address: P.O. Box 547,Anacortes, WA 98221 111* 0 Office Location:904 6th Street,Anacortes WA 98821 • ��y 1ti Phone: (360)293-1901 6. LENDER INFORMATION RCW 19.27.095 requires the City to obtain information with regard to lenders. If there are no lenders involved with your project, write"no lenders"on the Name Line below. Name: No lender Phone: Address(Street,City,State,Zip): Email Address: 7. ACKNOWLEDGEMENTS & SIGNATURE Read and initial each of the following statements prior to signing this application: 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. L 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 L.' 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. Q---- � 10/16/19 Signature Date Mike Underwood,AIA Printed Name Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 6 of 18 y 0 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT LAW Mailing Address: P.O. Box 547,Anacortes, WA 98221 � Office Location:904 6th Street,Anacortes WA 98821 7ti 11CI�s Phone: (360)293-1901 FORM BP-2: STRUCTURE AND SITE INFORMATION 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 1105 Longview Drive PARCEL P57865 NUMBER(S) 2. DETAILED PROPOSED STRUCTURE INFORMATION Complete the following information as it relates to your project. Mark items that are not applicable with "N/A". Structure height: 24' AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD 1st Floor: 4sf addition 2"d Floor: 1 01 sf addition under existing roofline 3rd Floor: N/A Basement: Garage: Total deck: Total porch: Other: Other: Other: 3. QUESTIONS ABOUT THE PROPOSED STRUCTURE Is a fire sprinkler system being installed? ❑ YES W;10 Is a monitored fire alarm being installed? ❑ YES NA NO Are retaining wall(s) being built? ❑ YES ,L� O Are structural plans required? ❑ YES LJ NO 4. PROJECT SITE INFORMATION ,� A. Is work within the City's right-of-way proposed? If yes,you will be required ❑ YES L�J/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 L� NO If yes, list the flood zone designation: ,� C. Are there slopes in excess of 15%on or abutting the site? If yes, a /❑ YES L`9 NO geotechnical report will likely need to be submitted. Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 7 of 18 Y. o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT � " Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 74,11C3w Phone: (360)293-1901 D. Are there critical areas or buffers on or abutting(within 300-feet of)the ❑ YES El/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 idNO 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 M 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 LJ/NO (about 1 log truck load) of timber be harvested? If so you may need to obtain a forest practices permit from DNR. H. Is this project subject to the SEPA process? If yes,you will be required to ❑ YES 'No submit a SEPA checklist. If you have already completed the SEPA process, list the permit number here: 5. REQUIRED SIGNATURE I hereby declare that I am either the owner of the property listed on this application or the owner of this property has authorized me to be their representative to act for them. I also declare under penalty of perjury under the laws of the State of Washington that all of the statements and answers contained herein, and the information submitted with this application form is in all respects,true, correct, and complete to the best of knowledge and belief. 10/16/19 Signature Date Mike Underwood,AIA Printed Name Res. Building Permit Application Submittal Checklist Updated October 10,2019 Page 8 of 18 0 Y O PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT LAW Mailing Address: P.O. Box 547, Anacortes, WA 98221 A� Office Location:904 6th Street,Anacortes WA 98821 Ptiq�I ti'` Phone: (360)293-1901 coV-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 #: Location(s): Heat Pump: Elec#: Other#: Capacity: Air Conditioning: Elec#: Other#: Capacity: Radiant/Hydronic Gas#: Elec#: Other:#: Location(s): Exhaust Fans: Bath#: Laundry#: Other: Range Hood: #: 1 Location(s): guest suite kitchen 1 Fireplace: Gas#: Elec#: Other:#: Location(s): Clothes Dryer& Duct: Gas#: Elec#: 2 Other:#: Location(s): 2 Stove/Range/Oven: Gas#: Elec#: 1 Other:#: Location(s): 1 Gas Piping/Outlet(s): #: Location(s): Boiler Gas#: Elec#: BTUs: Location(s): Other: #: Location(s): TOTAL MECHANICAL OUTLETS: 4 PLUMBING Fixture Type(new and Total#: Fixture Type(new and relocated): Total#: relocated): Water Closet(Toilet): 3 Refrigerator water supply(for water/ice 1 Kitchen Sink: 1 1 Pressure Reduction Valve/Pressure Regulator: Utility Sink: 1 1 Water Service Line: Tub: ' 2 Water Piping: Hand Sink: ' 6 Clothes Washer: 2 Shower: J 1 Electric Water Heater: Tank-less? Yes 0 Dishwasher: Backflow Prevention Assembly: Hose Bib: I Other: TOTAL PLUMBING FIXTURES: i7 Res. Building Permit Application Submittal Checklist Updated October 10,2019 Page 9 of 18 `T Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT C4 Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 Lq Phone: (360)293-1901 FORM BP-4: ARCHITECTURAL PLAN REQUIREMENTS 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 1105 Longview Ave. PARCEL P57865 NUMBER(S) 2. GENERAL INFORMATION This form is intended to assist applicants in creating complete, code compliant architectural plans. Please check the plans you wish to submit to make sure they contain each of the listed items. To the right of the Requirements column is space for you to list the sheet number of the plan set where the listed information is shown. • Minimum Plan Size: 11"x 17" and drawn in an architectural scale. • Architectural plans for structures 4,000 square feet or larger are required to be prepared and stamped by an architect licensed in the State of Washington. • Structural plans must be stamped by a structural engineer licensed in the state of Washington. 3. REQUIREMENTS FOR ALL ARCHITECTURAL PLANS COMPLETE REQUIREMENTS PAGE#ON ? YOUR PLANS Cover(or 1st page) must include: • Site address • Parcel number • Lot number(if applicable) 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. A2.1 /3.1 ✓ Window and door sizes labeled and window ventilation area. Commercial, Multi-Family, and Mixed-Use Structures must also include door and window A3.1 schedules. N/A Plumbing, duct, and electrical layout. Penetration protection must be shown. N/A Opening headers,size, and material. ✓ Cross section details,showing typical foundation,floor,wall, ceiling and roof A4.1 construction and insulation. N/A Structural members labeled as to size and spacing as well as bracing, blocking, bridging, special connectors, and anchor bolts. N/A Details documenting energy code compliance. 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 `�T Y r PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 co L� w Phone: (360)293-1901 Building height(see AMC 19.42.120 for measurement methods,exceptions and modifications). • Label the building height at the highest point of the structure from the average of the natural topography at the foundation at the front of the building. • Label the average elevation of the natural topography at the front of the building. A6.1 • 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). A3.1 Insulation and insulation values of walls,slab,floors, and roof/ceiling. A4.1 N/A Existing and proposed grades with slope of lot shown. Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 11 of 18 •T Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT L 'r Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 Lq Phone: (360)293-1901 FORM BP-5: STORMWATER MANAGEMENT MINIMUM REQUIREMENTS DETERMINATION 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 1105 Longview Drive PARCEL NUMBER(S) P57865 2. GENERAL INFORMATION Most development within the City of Anacortes that involves disruption of soils,or construction of buildings, streets, parking lots, etc. requires a Stormwater review. Stormwater review requirements are based on either the amount of soil to be disturbed (grading,vegetation removal),or the amount of hard surface that is created or replaced on a site(building footprint,concrete,asphalt or gravel parking,sidewalk,etc.) This form is largely targeted for small projects and single family residences. For larger projects and more information please refer to the Anacortes Municipal Code(Chapter 19.76 Stormwater Management) and the latest Washington State Department of Ecology Stormwater Management Manual for Western Washington (Ecology Manual). 3. HARD SURFACE AREA CALCULATION Please calculate your project's hard surface amount;guidance is provided on the next page of this document. Use your project's total hard surface calculation to follow the flow chart(s) in this packet and determine the level of stormwater management required for you project. When determining your permit level or if stormwater thresholds are met or exceeded the entire project must be considered. A project is that portion of a property, properties,or right of way subject to land disturbing activities, new hard surfaces and replaced hard surfaces. The hard surface on your property will determine the storm water utility fees and the stormwater general facility charge. All new or replaced hard surfaces should be accounted for. Below are excerpts from the Anacortes Municipal Code and Ecology Manual that may assist you in preparing this information. "Hard surface area"means an impervious surface, a permeable pavement,or a vegetated roof. "Impervious surface"means a non-vegetated surface area which either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A non-vegetated surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. "Replaced impervious surface"means,for structures,the removal and replacement of impervious surfaces down to the foundation. For other impervious surfaces, the removal down to bare soil or base course and replacement. Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 12 of 18 �-� Y 1�06`�9 O J, c, C�ORvIiNiU ITT, �' �v�ECONOMIC DEVEL© ?�`�u os ° „ ]Th1 �`��T %k �`� e Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 661 Street, Anacortes WA 98821 ''�4 <' Phone: (360) 293-1901 FLOW CHART FOR DETERMINING REQUIREMENTS FOR REDEVELOPMENT Does the project result in 2,000 square feet, or more, of new plus replaced hard surface area? OR Does the land disturbing activity total 7,000 square feet or greater? 1, Yes No Minimum Requirements #1 through #5 'V apply to the new and replaced hard Minimum Requirement #2 applies. surfaces and the land disturbed. Next Question V Does the project add 5,000 square feet or more of new hard surfaces? OR Convert 3/4 acres or more of vegetation to lawn or landscaped areas? OR Convert 2.5 acres or more of native vegetation to pasture? Yes No V V All Minimum Requirements apply Vle s 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 No Is the total of new plus replaced hard surfaces Do the new hard V 5,000 square feet or more, surfaces add 50% or ® No additional No AND more to the existing requirements. does the value of the proposed improvements hard surfaces within - including interior improvements - exceed the project limits? 50% of the assessed value (or replacement value) of the existing site improvements? Yes' ® All Minimum Requirements apply to the new and replaced 41 J hard surfaces and converted vegetation areas. Yes ftW41. Figure I-2.4.2 Flow Chart for Determining Requirements for Redevelopment DEPARTMENT OF Revised June 2015 ECOLOGY — Please see http./M'tnvw ecy.wa gov/copyright.htrnt 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 183 O PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address:P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 7Acia� `` Phone: (360)293-1901 FORM BP-6: SITE PLAN REQUIREMENTS 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 1105 Longview Drive PARCEL P57865 NUMBER(S) 2. GENERAL INFORMATION This form is intended to assist applicants in creating complete, code compliant site plans. Please check the plans you wish to submit to make sure they contain each of the listed items. To the right of the Requirements column is space for you to list the sheet number of the plan set where the listed information is shown. • Minimum Plan Size: 11"x 17" and drawn in an engineering or architectural scale. 3. INFORMATION REQUIRED ON ALL SITE PLANS COMPLETE? REQUIREMENTS PAGE#ON YOUR PLANS 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 A0.0 • 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 A2.1 Property features: Location, identification, and dimensions of all property lines and easements. All easements shown on the title report, Record of A2.1 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. N/A Location of Ordinary High Water Mark and shoreline jurisdiction limits (if adjacent to a shoreline). Existing and proposed contours and site elevations (i.e.finished N/A grades) at 5-foot minimum increments. The horizontal and vertical control datum must be clearly shown. Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 16 of 18 ♦T Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT "ASV Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location: 904 6th Street,Anacortes WA 98821 71-q Phone: (360)293-1901 Structures: N/A Location, identification, dimensions and size of all existing and proposed buildings and other structures. Location of existing and proposed retaining walls, rockeries,and Location, identification, and dimensions of all setbacks. Show proposed projections into required setbacks, including 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 identified. Location of all existing and proposed fire hydrants within 300 feet of the boundary of the project site. Location and dimensions of existing and proposed freestanding lighting fixtures, utility junction boxes, public utility transformers. Stormwater Proposed Temporary Erosion and Sediment Control Measures, if not located on other plans. Proposed permanent stormwater management BMPs. Access, Circulation & Parking Location, identification, and dimensions of all existing and proposed on-site and adjacent streets and alleys, including the location and 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 size and location of driveways and curb cuts. Show existing and proposed parking spaces, including surface material and dimensions of spaces. Open Space (ADUs,Small Lots, and Duplexes) Show calculations, location, dimensions and provided square footage of required open space area per AMC 19.43.010.C, E, or AMC 19.47, as applicable. Landscaping Show the location and design of landscape areas to be preserved and planted, and a plant list to include the location, number, size and type of plant material by botanical and common name. Location of irrigation system if a permanent or temporary system is proposed. Show the location of existing trees to be retained in conformance with AMC 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 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT `; 'C Mailing Address:P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 71, Phone: (360)293-1901 4co� Provide a maintenance plan for any infiltration-based stormwater best management practices (BMPs) built as part of the landscaping N/A design, including the specifications and maintenance procedures of any soil amendments. N/A Show new trees to be planted and tree unit credit calculations, in 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 N/A AMC Tables 19.42.020-.030) 1,500 sq.ft. required 1,850 sq.ft. provided Compliance with AMC Ch. 16.50 Tree unit credits required: Tree Preservation. • 8 tree units required Tree unit credits retained: • 2 trees 6"dbh=4 tree unit credits retained Tree unit credits provided: • 2 new deciduous trees(min.2" caliper @ 6"above ground) • 2 new evergreen trees(8'in height) Number of required street trees 1 per 30'of frontage 60 lineal feet of frontage=3 street trees Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 18 of 18 I Gravity Analysis _ - - Job: OTT _ - Site: 1105 Longview 9878 Registered - "k Anacortes ARCHIT �• Architect: Underwood &Associates, Ilc Michael G.Underwood Mike Underwood, AIA State ofwashingto q(t.f f it 1005 4th Street Anacortes, WA 98221 Date: 20-Nov-19 _ Basis of Design I Code 2015 IRC and IBC i Structural Concrete: A.S.T.M A36 • r f'c= 3000.00 psi Steel ilIj Fy= 36.00 ksi _I NOV 1 �1_.9 L019 Fy= 40.00 ksi Fb = 24.00 ksi Dead Load = 1.40 ksi E = 29 x 10^6 psi rTrY OF ANACcHIES Live Load = 1.70 ksi flexure= 0.90 Foundation Soil Type= soft clay,silt(default) axial tension = 0.90 Allowable Soil Bearing = 1300 00 psf axial compression = 0.70 Fasteners Metal Framing anchors, clips, angles, straps, hangers, etc. shear= 0.85 Use"Simpson Strong Tie"or Equal. Nails- Use common type. Bolts- A.S.T.M.A307 Lumber Properties beam width I weight I fb(single) I Ft/ I E x 101'6 I fc(perp) I fc(parallel) I grade 2x DF-L#1 1.50 32.0 1000 180 1.70 625 1500 #1 2X DF-L #2 1.50 32.0 900 180 1.60 625 1350 #2 2X DF-L stud 1.50 32.0 700 180 1.40 625 850 #3 (2)2x DF-L #1 3.00 32.0 1000 180 1.70 625 1500 #1 (2)2x DF-L #2 3.00 32.0 900 180 1.60 625 1350 #2 4x DF-L #ss 3.50 32.0 1500 180 1.90 625 1700 SS 4x DF-L #1 3.50 32.0 1000 180 1.70 625 1500 #1 4x DF-L #2 3.50 32.0 900 180 1.60 625 1350 #2 6x DF-L #ss 5.50 32.0 1500 170 1.60 625 1700 SS 6x DF-L #1 5.50 32.0 1000 170 1.60 625 1500 #1 6x DF-L #2 5.50 32.0 900 170 1.30 625 1350 #2 3.5"BC GLB 24f 3.50 36.4 2400 265 1.80 1100 1650 24f-V4 5.5"BC GLB 24f 5.50 36.4 2400 265 1.80 1100 1650 24f-V4 3.125" BC GLB 24f 3.13 36.4 2400 265 1.80 1100 1650 24f-V4 5.125" BC GLB 24f 5.13 36.4 2400 265 1.80 1100 1650 24f-V4 6.75" BC GLB 24f 6.75 36.4 2400 265 1.80 1100 1650 24f-V4 1.75"Versa-lam 2.0 1.75 37.0 2800 285 2.00 750 3000 2.0 2800 3.5"Versa-lam 2.0 3.50 37.0 3100 285 2.00 750 3000 2.0 3100 5.25"Versa-lam 2.0 5.25 37.0 3100 285 2.00 750 3000 2.0 3100 7"Versa-lam 2.0 7.00 37.0 3100 285 2.00 750 3000 2.0 3101 Basis of design Unit Weights FLOOR LOADS lower floor psf upper floor psf deck psf top finish laminate 2.0 laminate 2.0 none 0.0 substrate (top) none 0.0 none 0.0 none 0.0 substrate 3/4"osb 2.5 3/4"osb 2.5 none 0.0 (bottom) R30 batt-floor. insulation R30 batt-floor joists 0.4 0.4 none 0.0 joists] 16'oc framing 2x10 2.9 2x12 3.5 none 0.0 bottom finish none 0.0 5/8"g.w.b. 2.8 none 0.0 pipes/misc pipes 1.0 pipes 1.0 none 0.0 total 8.8 total 12.2 none 0.0 ROOF LOADS flat roof psf sloped roof psf roof deck psf top finish none 0.0 Composition 3.5 0.0 shingles I, membraine 0.0 I 1.0 I 0.0 insulation above plywood e 0.0 I . 0.0 r 0.0 sheathing none 0.0 5/8"osb 2.1 none 0.0 ceiling structure none 0.0 truss 2.2 none 0.0 insulation none al 0.0 R49 ceilin 0.6 •i pone 0.0 g, bottom finish none 0.0 5/8"g.w.b. 2.8 none 0.0 drop ceiling none 0.0 none 0.0 none 0.0 pipes/misc none 0.0 pipes 1.0 none 0.0 total 0.0 total 13.2 total 0.0 WALL LOADS Interior Wall psf Exterior wall psf outer finish 1/2"g.w.b. 2.2 2.8 rigid insulation' one . 0.0 0.0 fire layer 0.0 0.0 substrate 7/16"osb 1.6 7/16"osb 1.6 16'oc framing 2x6 1.7 2x6 1.7 insulation none 1 0.0 i `I 0 2 I, interior finish 1/2"g.w.b. 2.2 1/2" •.w.b. 2.2 total 7.7 total 8.5 Basis of design Uniform Load with single point Job OTT Beam number: ott fjl.xlsm Species/beam type 2X DF-L #2 Level: second floor • span 16.50 feet , location or line: floor joists at east load modifier(Im)= normal load Type: rafter/joist 1" deflection in 360 inches Use: Floor design description I area type load plf Beam Width b= 1.50 inch Live Loads weight per foot= 32.0 lbs LL floor 1.3 sf residential 40.0 = 53 LL attic 0.0 sf light storage 20.0 = 0 Fv: 180 53 E: 1.6 x10^6 LL roof' 0.0 sf 0 to 4:12 20.0 = 01 0 Fb = 900 Dead Loads load modifier(Im)= 1.00 lower floor 0.0 sf 8.8 = 0 Fb: modified = 900 upper floor 1.3 sf 12.2 = 16 deck 0.0 sf 0.0 = 0 flat roof 0.0 sf 0.0 = 0 fc(perpend.): 625 sloped roof 0.0 sf 13.2 = 0 fc(post): 1,350 roof deck 0.0 sf 0.0 = 0 Interior Wall 0.0 sf 7.7 = 0 Exterior wall 0.0 sf 8.5 = 0 design deflection A= 0.55 inch Beam 1.0 @ 3.8 = 4 20 snow loads deck 0.0 sf 5.0 = 0 flat roof 0.0 sf 5.0 = 0 sloped roof 0.0 sf 5.0 = 0 roof deck 0.0 sf 5.0 = 0 total LLR= roof live load 0 plf 0 total LL= live load 53 plf P= 122 # total DL= dead load 20 plf < a= 13.0 >\1/ total S= snow load 0 plf uniform w= 73 pfl Floor DL+LL 73 # Combinations: n/a n/a # A R, 626 697 Governing W: (largest combination) 73 # total point load 122 @ a = 13.0 b= 3.5 Vi = R1= Pb 626 # 12" equivilant# V2= R2= Pa 697 # 471 524 try beam height d: 11.25 inches 0.1 bd ft 62 # beam Bending wl^2 moment uniform w= s 2,477 feet/# moment Mpo;n,= Pab 336 feet/# ---/ - Total Moment= 2,813 feet/# section modulus S= 2 32 inA3 factor of safety 6 check bending Fb= S 89 < 900 (design Fb) PASS 10.1 Single Point Shear 3V horizontal shear Fv= 2bd 62 < 180 (design Fv) PASS 2.9 Uniform Load with single point(Cont.) Job = OTT Beam Number= ott fjl.xlsm Deflection moment of inertia I = bcl^3 178 in^4 12 deflection o= r s wl4 Pab(a+2b i) 3a(a-+2b) L384 E1 + 27 Ell 0.47 inch < 0.55 (design A) PASS 1.2 Use Beam = 2X DF-L #2 x 11.25 Single Point SIMPLE BEAM -Uniform Load Job OTT Beam number: ott fj2.xlsm Species/beam type 2X DF-L #2 Level: second floor span/ 12.50 feet location or line: west existing FJ's repetitive no, Type: rafter/joist Fb load modifier normal load Use: Floor 1"deflection in 360.00 inches 20-Nov-19 design description area type load plf Beam Width b: 1.50 inch Live Loads weight per foot: 32.0 lbs LL floor 1.3 sf residential 40.0 = 53 LL attic 0.0 sf ordinary 10.0 = 0 F v: 180.00 53 E: 1.6 x10^6 LL roof' 0.0 sf 0 to 4:12 20.0 = 0 0 fc(perpend.): 625 Dead Loads _ fc(post): 1350 lower floor 0.0 sf 8.8 = 0 upper floor 1.3 sf 12.2 = 16 deck 0.0 sf 0.0 = 0 Fb: 900 flat roof 0.0 sf 0.0 = 0 load modifier(Im): 1.00 sloped roof 0.0 sf 13.2 = 0 repetitive factor(rf): 1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 900 Interior Wall 0.0 sf 7.7 = 0 Exterior wall 0.0 sf 8.5 = 0 Beam 1.0 @ 3.8 = 4 design deflection A: 0.42 inch 20 snow loads deck 0.0 sf 25.0 = 0 flat roof 0.0 sf 25.0 = 0 sloped roof 0.0 sf 25.0 = 0 roof deck 0.0 sf 25.0 = 0 total LLR= roof live load 0 plf 0 total LL= live load 53 plf uniform w= 73 pfl total DL= dead load 20 plf total S= snow load 0 plf A. Rz Floor DL+LL 73 # Combinations= n/a n/a # 457 457 12"equvilant# Governing W = (largest combination) 73 # 344 344 wi reaction V= R= 2 457 # try beam height d = 11.25 inches 1.41 bd ft 47 #beam Bending moment M= w8 2Z 1,429 ft/# z section modulus S= bh 32 inA3 factor of safety 6 check bending Fb= S 542 < 900 (design Fb) PASS 1.7 Shear 1.5V horizontal shear Fv= bd 41 < 180 (design Fv) PASS 4.4 Deflection moment of inertia I = bd^3 178 inA4 12 deflection D= 5 *w(! 4) 0.14 inch < 0.42 (design A) PASS 3.0 384 E*! Use Beam = 2X DF-L #2 x 11.25 Prepared by Mike Underwood 11/20/2019 Page 1 Uniform Load with single point Job OTT Beam number: ott fj3.xlsm Species/beam type 2x DF-L#1 Level: second floor span 14.50 feet location or line: joists over kitchen Repetitive yes load modifier(Im)= 115%/snow load Type: rafter/joist 1"deflection in 360 inches Use: Floor design description I area type load plf Beam Width b= 1.50 inch Live Loads weight per foot= 32.0 lbs LL floor 1.3 sf residential 40.0 = 53 LL attic 0.0 sf light storage 20.0 = 0 Fv: 180 53 E: 1.7 x10^6 LL roof! 0.0 sf 0 to 4:12 20.0 = 01 0 Fb = 1,000 Dead Loads _ _ Repetitive= 1.15 lower floor 0.0 sf 8.8 = 0 load modifier(lm)= 1.15 upper floor 1.3 sf 12.2 = 16 Fb: modified = 1,323 deck 0.0 sf 0.0 = 0 flat roof 0.0 sf 0.0 = 0 fc(perpend.): 625 sloped roof 0.0 sf 13.2 = 0 fc(post): 1,500 roof deck 0.0 sf 0.0 = 0 Interior Wall 0.0 sf 7.7 = 0 Exterior wall 0.0 sf 8.5 = 0 design deflection A= 0.48 inch Beam 1.0 @ 3.8 = 4 20 snow loads deck 0.0 sf 5.0 = 0 flat roof 0.0 sf 5.0 = 0 sloped roof 0.0 sf 5.0 = 0 roof deck 0.0 sf 5.0 = 0 total LLR= roof live load 0 plf 0 total LL= live load 53 plf P= 633 # total DL= dead load 20 plf a= 7.4 total S = snow load 0 , plf >,/ uniform w= 73 pfl Floor DL+LL 73 # Combinations: n/a n/a # Rl R, 838 851 Governing W: (largest combination) 73 # total point load 633 @ a= 7.4 b= 7.1 Pb V1 = R1= 838 # V2= R2= Pa 851 # try beam height d: 11.25 inches 0.1 bd ft 54 # beam Bending wl^2 moment uniform w= a 1,913 feet/# moment Mpo;n1= Pibb 2,293 feet/# Total Moment= 4,206 feet/# section modulus S= 2 32 inA3 factor of safety 6 check bending Fb= S 133 < 1,323 (design Fb) PASS 9.9 Single Point Shear 3V horizontal shear Fv= 2bd 76 < 180 (design Fv) PASS 2.4 Uniform Load with single point(Cont.) Job = OTT Beam Number= ott fj3.xlsm Deflection moment of inertia I = bd^3 178 in^4 12 I deflection A s wi4 Pab(a+2b) 13a(a' +2b) 1384 Eli + 27E!d 0.47 inch < 0.48 (design A) PASS 1.0 actual 1: 371.26 OK Use Beam= 2x DF-L#1 x 11.25 Single Point Uniform Load with single point Job OTT Beam number: ott upper floor joists.xlsm Species/beam type 2X DF-L #2 Level: second floor span 16 50 feet location or line: floor joists at east load modifier(Im)= normal load Type: rafter/joist 1"deflection in 360 inches Use: Floor design description I area type load plf Beam Width b = 1.50 inch Live Loads weight per foot= 32.0 lbs LL floor 1.3 sf residential 40.0 = 53 LL attic 0.0 sf light storage 20.0 = 0 Fv: 180 53 E: 1.6 x10^6 LL roof' 0.0 sf 0 to 4:12 20.0 = 01 0 Fb = 900 Dead Loads load modifier(Im)= 1.00 lower floor 0.0 sf 8.8 = 0 Fb: modified = 900 upper floor 1.3 sf 12.2 = 16 deck 0.0 sf 0.0 = 0 flat roof 0.0 sf 0.0 = 0 fc(perpend.): 625 sloped roof 0.0 sf 13.2 = 0 fc(post): 1,350 roof deck 0.0 sf 0.0 = 0 Interior Wall 0.0 sf 7.7 = 0 Exterior wall 0.0 sf 8.5 = 0 design deflection A= 0.55 inch Beam 1.0 @ 3.8 = 4 20 snow loads deck 0.0 sf 5.0 = 0 flat roof 0.0 sf 5.0 = 0 sloped roof 0.0 sf 5.0 = 0 roof deck 0.0 sf 5.0 = 0 total LLR= roof live load 0 plf 0 total LL = live load 53 plf P= 122 # total DL = dead load 20 plf a= 13.0 >I total S= snow load 0 plf y uniform w= 73 pfl Floor DL+LL 73 # Combinations: n/a n/a # FA RZ 626 697 Governing W: (largest combination) 73 # total point load 122 @ a= 13.0 b= 3.5 Pb V1 = Ri= i 626 # V2= R2= pa 697 # try beam height d: 11.25 inches 0.1 bd ft 62 # beam Bending wl^2 moment uniform w= 8 2,477 feet/# moment Mpo;n1= Pa 336 feet/# Total Moment= 2,813 feet/# section modulus S = 6 2 32 inA3 factor of safety check bending Fb= S 89 < 900 (design Fb) PASS 10.1 Single Point Shear 3V horizontal shear Fv= 2bd 62 < 180 (design Fv) PASS 2.9 Uniform Load with single point(Cont.) Job= OTT Beam Number= ott upper floor joists.xlsm Deflection moment of inertia I = bdA3 178 in^4 12 deflectionA -_ 5 wi4 Pab(a+2b)J3a(a +2b) 384 El + 27 Ell 0.47 inch < 0.55 (design A) PASS 1.2 Use Beam= 2X DF-L #2 x 11.25 Single Point SIMPLE BEAM -Uniform Load Job OTT Beam number: ott hdrl.xlsm Species/beam type 4x DF-L #2 Level: first floor span I 3.00 feet location or line: new interior door header repetitive no Type: header Fb load modifier normal load Use: Roof/Deck 1"deflection in 240.00 inches 20-Nov-19 design description area type load plf Beam Width b: 3.50 inch Live Loads weight per foot: 32.0 lbs LL floor 0.0 sf residential 40.0 = 0 LL attic 0.0 sf ordinary 10.0 = 0 Fv: 180.00 0 E: 1.6 x10A6 LL roofl 0.0 sf 4 to 12:12 16.0 = 0 0 fc(perpend.): 625 Dead Loads fc(post): 1350 lower floor 0.0 sf 8.8 = 0 upper floor 0.0 sf 12.2 = 0 deck 0.0 sf 0.0 = 0 Fb: 900 flat roof 0.0 sf 0.0 = 0 load modifier(Im): 1.00 sloped roof 0.0 sf 13.2 = 0 repetitive factor(rf): 1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 900 Interior Wall 0.0 sf 7.7 = 0 Exterior wall 0.0 sf 8.5 = 0 Beam 1.0 @ 4.3 = 4 design deflection A: 0.15 inch 4 snow loads deck 0.0 sf 25.0 = 0 flat roof 0.0 sf 25.0 = 0 sloped roof 0.0 sf 25.0 = 0 roof deck 0.0 sf 25.0 = 0 total LLR= roof live load 0 plf 0 total LL= live load 0 plf uniform w= 4 pfl total DL= dead load 4 plf total S = snow load 0 plf R1 A Roof/Deck DL+ LL 4 # Combinations= DL+(LLr or Snow) 0 # 1,494 1,494 Combo= (largest combination) 4 total from above= 992 Governing W = wl 996 # reaction V= R= 2 1,494 # try beam height d= 5.50 inches 1.60 bd ft 13 #beam Bending moment M= w8 2 1,121 ft/# section modulus S = 6h2 18 inA3 factor of safety 6 check bending Fb= s 762 < 900 (design Fb) PASS 1.2 Shear 1.5V horizontal shear Fv= bd 116 < 180 (design Fv) PASS 1.5 Deflection moment of inertia I = bd^3 49 in^4 12 ___ deflection D= *w(l^4) 0.02 inch < 0.15 (design A) PASS 6.4 384 E*l Use Beam = 4x DF-L #2 x 5.50 Prepared by Mike Underwood 11/20/2019 Page 1 SIMPLE BEAM -Uniform Load Job OTT Beam number: ott fb1 &2.xlsm Species/beam type 6x DF-L #1 Level: second floor span 1 _ 12.90 feet location or line: west(e)flr bm repetitive no Type: flush beam Fb load modifier 115%/snow load Use: Roof/Deck 1"deflection in 360.00 inches 20-Nov-19 design description area type load plf Beam Width b: 5.50 inch Live Loads weight per foot: 32.0 lbs LL floor 6.3 sf residential 40.0 = 250 LL attic 0.0 sf ordinary 10.0 = 0 Fv: 170.00 250 E: 1.6 x10^6 LL roof' 0.0 sf 0 to 4:12 20.0 = 0 0 fc(perpend.): 625 Dead Loads fc(post): 1500 lower floor 0.0 sf 8.8 = 0 upper floor 6.3 sf 12.2 = 77 deck 0.0 sf 0.0 = 0 Fb: 1000 flat roof 0.0 sf 0.0 = 0 load modifier(lm): 1.15 sloped roof 5.0 sf 13.2 = 66 repetitive factor(rf): 1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 1,150 Interior Wall 0.0 sf 7.7 = 0 Exterior wall 12.0 sf 8.5 = 102 Beam 1.0 @ 13.8 = 14 design deflection A: 0.43 inch 259 snow loads deck 0.0 sf 15.0 = 0 flat roof 0.0 sf 15.0 = 0 sloped roof 5.0 sf 15.0 = 75 roof deck 0.0 sf 15.0 = 0 total LLR= roof live load 0 plf 75 total LL= live load 250 plf uniform w= 509 pfl total DL= dead load 259 plf total S= snow load 75 plf R1 R2 Roof/Deck DL+LL 509 # Combinations = n/a n/a # 3,282 3,282 Governing W = (largest combination) 509 # wi reaction V= R= z 3,282 # try beam height d= 11.25 inches 5.16 bd ft 177 #beam Bending moment M= w8 22 10,584 ft/# z section modulus S= bh 116 in^3 factor of safety 6 check bending Fb= s 1095 < 1150 (design Fb) PASS 1.1 Shear 1.5V horizontal shear Fv= bd 80 < 170 (design Fv) PASS 2.1 Deflection moment of inertia I = bd^3 653 in^4 12 deflection D= 5*W 1 4) 0.30 inch < 0.43 (design A) PASS 1.4 384 E*I Use Beam= 6x DF-L #1 x 11.25 Prepared by Mike Underwood 11/20/2019 Page 1 SIMPLE BEAM -Uniform Load Job OTT Beam number: ott fb3.xlsm Species/beam type 5.25"Versa-lam 2.0 Level: first floor span I 12.25 feet location or line: kids area repetitive no Type: beam Fb load modifier 115%/snow load Use: Floor 1"deflection in 360.00 inches 20-Nov-19 design description area type load plf Beam Width b: 5.25 inch Live Loads weight per foot: 37.0 lbs LL floor 11.3 sf residential 40.0 = 450 LL attic 0.0 sf ordinary 10.0 = 0 F v: 285.00 _4.50 E: 2.0 x10"6 LL roofl 0.0 sf 4 to 12:12 16.0 = p 0 fc(perpend.): 750 Dead Loads fc(post): 3000 lower floor 0.0 sf 8.8 = 0 upper floor 11.3 sf 12.2 = 137 deck 0.0 sf 0.0 = 0 Fb: 3100 flat roof 0.0 sf 0.0 = 0 load modifier(Im): 1.15 sloped roof 0.0 sf 13.2 = 0 repetitive factor(rf): 1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 3,565 Interior Wall 8.0 sf 7.7 = 62 Exterior wall 0.0 sf 8.5 = 0 Beam 1.0 @ 12.8 = 13 design deflection A: 0.41 inch 211 snow loads _ deck 0.0 sf 25.0 = 0 flat roof 0.0 sf 25.0 = 0 sloped roof 0.0 sf 25.0 = 0 roof deck 0.0 sf 25.0 = 0 total LLR= roof live load 0 plf 0 total LL= live load 450 plf uniform w= 661 pfl total DL= dead load 211 plf total S= snow load 0 plf R1 R2 Floor DL+LL 661 # Combinations = n/a n/a # 4,051 4,051 Combo= (largest combination) 661 total from above= 0 Governing W= wI 661 # reaction V= R= 2 4,051 # try beam height d = 9.50 inches 4.16 bd ft 157 #beam Bending moment M = wl"2 12,407 ft/# 8 z section modulus S = bh 79 inA3 factor of safety 6 check bending Fb= S 1885 < 3565 (design Fb) PASS I 1.9 Shear 1.5 V horizontal shear Fv= bd 122 < 285 (design Fv) PASS 2.3 Deflection moment of inertia I = bd"3 375 in"4 12 deflection D= *w(l"4) 0.45 inch < 0.41 (design A) FAILS 0.9 384 E*1 actual 1: 329 OK Use Beam = 5.25"Versa-lam 2.0 x 9.50 Prepared by Mike Underwood 11/20/2019 Page 1 SIMPLE BEAM -Uniform Load Job OTT Beam number: ott fb4.xlsm Species/beam type 7"Versa-lam 2.0 Level: second floor span/ 16.50 feet location or line: over east bedroom at street repetitive no Type: rim joist Fb load modifier normal load Use: Roof/Deck 1"deflection in 240.00 inches 20-Nov-19 design description area type load plf Beam Width b: 7.00 inch Live Loads weight per foot: 37.0 lbs LL floor 0.7 sf residential 40.0 = 28 LL attic 12.0 sf ordinary 10.0 = 120 Fv: 285.00 148 E: 2.0 x10^6 LL roof 17.0 sf 4 to 12:12 16.0 = 272 272 fc(perpend.): 750 Dead Loads fc(post): 3000 lower floor 0.0 sf 8.8 = 0 upper floor 0.0 sf 12.2 = 0 deck 0.0 sf 0.0 = 0 Fb: 3100 flat roof 0.0 sf 0.0 = 0 load modifier(Im): 1.00 sloped roof 17.0 sf 13.2 = 225 repetitive factor(rf): 1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 3,100 Interior Wall 0.0 sf 7.7 = 0 Exterior wall 8.0 sf 8.5 = 68 Beam 1.0 @ 20.2 = 20 design deflection A: 0.83 inch 313 snow loads deck 0.0 sf 25.0 = 0 flat roof 0.0 sf 25.0 = 0 sloped roof 17.0 sf 25.0 = 425 roof deck 0.0 sf 25.0 = 0 total LLR= roof live load 272 plf 425 total LL= live load 420 plf uniform w= 733 pfl total DL= dead load 313 plf total S= snow load 425 plf R1 A Roof/Deck DL+LL 733 # Combinations= n/a n/a # 6,048 6,048 Governing W = (largest combination) 733 # wl reaction V= R= a 6,048 # try beam height d = 11.25 inches 6.56 bd ft 334 #beam Bending moment M= w8 22 24,949 ft/# z section modulus S= bh 148 inA3 factor of safety 6 check bending Fb= s 2028 < 3100 (design Fb) PASS 1.5 Shear 1.5V horizontal shear Fv= bd 115 < 285 (design Fv) PASS 2.5 Deflection moment of inertia I = bd^3 831 in^4 12 deflection D= s *w l 4 0.74 inch < 0.83 (design A) PASS 1.1 384 E*1 Use Beam= 7"Versa-lam 2.0 x 11.25 Prepared by Mike Underwood 11/20/2019 Page 1 SIMPLE BEAM -Uniform Load _I Job OTT Beam number: ott fb5.xlsm Species/beam type 5.25"Versa-lam 2.0 Level: second floor span I 14.50 feet location or line: mid street side repetitive no Type: rim joist Fb load modifier normal load Use: Roof/Deck 1"deflection in 240.00 inches 20-Nov-19 design description area type load plf Beam Width b: 5.25 inch Live Loads weight per foot: 37.0 lbs LL floor 0.7 sf residential 40.0 = 28 LL attic 12.0 sf ordinary 10.0 = 120 F v: 285.00 148 E: 2.0 x10^6 LL roof 17.0 sf 4 to 12:12 16.0 = 272 272 fc(perpend.): 750 Dead Loads _ fc(post): 3000 lower floor 0.0 sf 8.8 = 0 upper floor 0.0 sf 12.2 = 0 deck 0.0 sf 0.0 = 0 Fb: 3100 flat roof 0.0 sf 0.0 = 0 load modifier(lm): 1.00 sloped roof 17.0 sf 13.2 = 225 repetitive factor(rf): 1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 3,100 Interior Wall 0.0 sf 7.7 = 0 Exterior wall 8.0 sf 8.5 = 68 Beam 1.0 @ 15.2 = 15 design deflection A: 0.73 inch 308 snow loads deck 0.0 sf 25.0 = 0 flat roof 0.0 sf 25.0 = 0 sloped roof 17.0 sf 25.0 = 425 roof deck 0.0 sf 25.0 = 0 total LLR= roof live load 272 plf 425 total LL = live load 420 plf uniform w= 728 pfl total DL= dead load 308 plf total S = snow load 425 plf A �\ Roof/Deck DL+LL 728 # Combinations = n/a n/a # 5,279 5,279 Governing W = (largest combination) 728 # wl reaction V= R= 2 5,279 # try beam height d = 11.25 inches 4.92 bd ft 220 #beam Bending n moment M= w8 zZ 19,135 ft/# section modulus S= bhz 111 inA3 factor of safety 6 check bending Fb= S 2073 < 3100 (design Fb) PASS 1.5 Shear 1.5V horizontal shear Fv= bd 134 < 285 (design Fv) PASS 2.1 Deflection bdA3 moment of inertia I = 623 in^4 12 deflection D= s *w 1n 4 0.58 inch < 0.73 (design A) PASS 1.2 384 E*I Use Beam= 5.25"Versa-lam 2.0 x 11.25 Prepared by Mike Underwood 11/20/2019 Page 1 Existing electrical panel Longview Avenue and wall to remain �_ exisitng window to ,._ - - be removed to < existing bow winda;r to t-_•c. -- - ��, - - .�� r�"9r % (iv r • St t • ;� 12 entry to I r ;' - II gravel parking r i remain � yyV� IV 1 2 ( _7_L l�L-lJ-z IJ I 590°00'00„E t�_ ' UNDERWOOD 105.00' 72SZ7XZ2J=37� rl r_7_:G r�_'-GY� — — I - — — — — — — — !,/ y" yy 1005 4th Street — — T I I iCz=L-z rr-z rr_f t t zf k2y� anacortes, washington 98221 _/ 360.588.0471 ( ) t I F— fence _ E V mike underwood,AIA I � /"� Al �Z1T_2fT_Z1T_Z�T_7= to o ( 1 `, ,rr f LT mike@underwoodarchitecture.com 1 \\ r N I ( ) 1 .1 p (E) a , 1.1 r E T 1 I "' grass ♦ I + _ _ _ r j - solid hatch walls indicate 3 — — — — — ` _ _ = rr=_ _ _ _ _ new construction Vi II � I I = _� _���_ _ _ . . _ ,� f_ { - dashed lines indicate I $ r wallslwindowsldoors to be removed I ,� andlor openings to be made for new !- I I existing pantry �,, , - -1 windows or doors �' I / -5'-0'tub/shower J E ht — ___ _ _ ___ _= I I / / _ N n }- - - - existing walls to remain TIlE go . •_ __ _ 1 _ �-�� ConUactor to exercise caution __ = __ _ _ = I during demolition to ensure safety SI at all times. --- -- =- I ''``�'O UnfareseenlUnknown conditions Z __= _ _ =__-_ I _ _ _ analysis.may require Inform arnal input chitect tect of any a • -_ Extsting:Re�;itlerkc0 -=_= r� �, y o 21' = = _ - - - I 9 = existing kitchen to remain existing dining to remain J-' 4 .Jf-=-=-tT unknown conditions during m =__ - _ —_ _ II o o a (E) f ; exploratory demolition _77. .0 - _- --_-_ — I 0 y� / condrete driveway fence =__--- r- ., Nov i .4 Ali Ave ###` Existing Garage 1N i , D , 4 ,: 1 p MAC( },p `� f _ I dap tl �5. OF i����5�°�Y..a�. 19e78 f%. -.C _. Registered k. Idence �\ ARCHITECT sr- refaining�wall Syr// A3 - First Floor Plan Demo �)� el j I / i (ifts,, 1/4" = 1' 0" Michae G. od State of WashingtonI ► ` exp.09/22119 0 IQ it x 's — existing es'Mgwindowto removeilingand/ n7I0 / be removed / half wall Revised Permit Set 1 _ — — — — _ Project name: N 90°00'oo^w - alley 10'_n• �� — „ r � �•n existing covered �5' 0 105.00' setback r fill in door and �r9 r<` deck to be fill in Ott Residence setback replace relocate heating <�<` remove door (� exterior siding and fill in wet <e. Z> I n to ri o r no changes to site ap ..> Remodel 7-I -1�J t LI �.r- ,p Project address: s--y' A2 - Site Plan 1, � 1105 Longview €31 1" = fiy_o" 1 Ave f existing vrindow to be removed,replace remove existing _ _ _ _ = stairs,new stairs to siding to existing Project: 1105 Longview Ave - _ _ _ _ _ - be flipped in direction Issue Date: 11/20/2019 - - Revisions - - - - - -— -ON-- — 9 - - - - No. Date Description � 1 10129119 show framing size and _ _ _ _ = tp 01 \ direction it1 J? ZZZZJ I ZJ J 1 _f. ZIZZI . _LZ ZZ _ i--\ ✓I / —) =r_Z`1 Z 11 Z -e Z z'_ relocate heating c_i ducts 0. ,� ;a - s Site & Demolition a • Cap and remove all utilities at areas to e be demolished prior to demolition Plans • Support existing floors and roofs prior , to demolition of walls. Notify Architect i if supporting Lo 2 A3 - Second Floor Plan Demo PPngelementsarediscovered. 3 - I-0" A2 • 1 0 11/20/2019 9:26:06 AM z —_ 48'-4" ` / / 3'-1"/ / 13'-69/16" 3'-121/32" 28'-625/32" / R, ,`'{ � . � ')l / / • 161- 1'-9' 2'-6" 2'-6" �0 -4112 / 5'-0' / 4'-21/2" / /+ • / 12'-6" / 10'-4' 2'-41/2" 9'-91/2" / / 1/ safety (N)(N) /,'! v(N) ' ;, ', • j "°')'4 0" ^� 1 •'(E) (E) • ' /� IN) / • • _ electrical wall line above il. —_—' w, T 77- :Slat• 6 _ awder Room el Ats A15 0 `� (N) safety toromain rci -? / w Guest Bedroom (E) i7 \ Children play _ UNDERWOOD o n,: ; r • N space ° • -5 -`D2) - - D3 1005 4th Strut a e \ OR. anacortes, washington 98221 . • 6 6 - 6'dia architectural column N r 42'wall to seperate bedroom 360.588.0471 around(e)4x4 post 1 \ I from the living area \ mike Underwood,AIA ® ® mike@undenvoodarchitecture.com ®s.d. z (E) Living Room s.d (DO) s.d. • ® �D3 ® (El - Elf()or Plan Notes: s.d. D3 cO � \ Iut4`— s.d' -UP S Living All dimensions are to face of stud I 36'wall \ E M. - _ _ _ unless noted otherwise. (E) 4' O" rod$shelf -"� Mo7 (E) =_ __/= (E) (Da) 12'skyfube - .-6" 2. See foundation plan for additional / framing notes. • N ` � co Storage 3- All exterior walls are 2x6 16"o.c. r (� lay lay N r --�-- \ N D3 — — o rn N _ w .� n cm wlc m \ \ v� m Studs unless noted otherwise u.n.o.), to __ \ ;� s-o" - T Sheath all exterior walls with 15l32"wood rod�shetf ® Existing Pantry / / �\ -, safety with 8d at 6Blo ck et paneanel l edges and es and nail at \ D3 (- '- D3) s.d. r\— wlc / r, Existing 5' to .\ 12" oz. at intermediate framing (u.n.o.). '0) 36•x ower I - ` tub/shower J N Kitchen/Dining - Hi _ (N) Nor ons are " \.. ` casework/linen D3 \ s' 7" �drhroom \m Studs unless noted otherwise.4 16 o.c. I5in MO7 ( / mech. / existing header / �-r- g' MO7 A62 2 - / 4'-3 1/2" 6'-10 1/2" / \MO r ��� 3 4 A62 ® � 5. Provide backing in all bathrooms for a' MO8 n co - 2 -7• ` 3 y � towel bars,toilet dispensers, medicine sink �� co / / m lay lav washer dryer - �, Ds _ - - cabinets, etc. Coordinate with owner for MSS 11 \1 V y ( ) (E) lay ozip locations. 11 ° 5-0'!ub /1/' tall linen Ai / wall line above — `� wit! A15 �� �- o ct . Legend; \ \ 0 .d IF .e \ \ - _. — -_ �- _. -_ — — - - -_ __ _�-n — j ,/ /\ \ \ (E) (E) W 1 (N) (E) 5'-7" MOS i Erds6ng door W�( safety F Exhaust Fan -vent to safety safety 2' s• 3'-0^ / / to remain / / / so outside See 145 & 146/SPI 12'-6" t0'-4• / / / Existing Kitchen Existing Dining 9, 2" s, / / . / - -2'-10"- �' -9'-4" / / / 71/2 SD Smoke Detector- hardwire connect all detectors and provide each with a \ N I/ battery backup - See 104/SP1 in Xx S 9878 Registered ee SP1 co, `�� A3 - Second Floor Plan \"\ - - - \ ARCHITECT 721 1r4" = 1'-0" 3'-1" 26'-51/2" 18'-91/2" 11{ ),� rJ / / — Michae G.Underwood 48' 4"/ —74 State of Washington Door Schedule exp.osrz211 s Type Math Width Height Count Hardware Comments A3 - First Floor Revised Permit Set D2 5'-0" 7'-0" 1 �I -- 1/4" = 1'-0" D3 2'-8" 6'-8" I 10 Project name: D4 2'-6" 6'-8" 1 _ D5 3'-0" 6'-8" , - - -1 . Ott Residence D6 3'-0" 6'-8" 2 - - '±-i I $ L.4 I ,_ - I I i, j; I f, Grand total: 15 ; Interior NOTE:all exterior doors to have low threshold and to be weatherstripped. r. Re m o d e i li . NOV 1.9 ,9 2019 , Project address: Window Schedule .c Type Mark Count Height Width Type Comments Comments / 12'-01/2' / L. 110 5 Longview s'- 11' new flooring for 2nd level(woodrtile) W1 5 5' Q" 2' 6" / f 314'plywood _ � _ ---Ave W2 1 5 n Q 5 n 9 0 sett level concrete on top off� � (pp( add new foundation only at comer infill W5 2 5'-6" 3'-0" existing floor system Project: 1105 Longview Ave s W9 1 3'-0" 2'-0" �� \ - ir Issue Date: 11/20/2019 • Grand total: 9 9 / _ — _ "71t. _ Revisions NOTE:Windows within 18'a.f.t,within 24'of door wrings,and within 24'of wet surfaces(tub/shower areas)to be safety glazed. o I \\- - m // — — 1 •- • - - No. Date Description io � — II - _ new 1 existing — — II ~`� I A3.1 1- newfioohngforenitre2ndfloor --L—� , I LLLIII I! 1 I — ;" I 3/4"plywood - - - ' - C:\31,5is1/2'self leveling concretej wall KeyPr ~r a �, New l lag walls i , 1 E�`r ` ii ---r--1 o Existing walls to remain --.1 \ existing floo system e Demolition Floor Plans New to Existing Floor System Second Floor A2 - Foundation Plan A5x - Second Floor Framing Plan - detail or �� 3/4" = 1'-0" C 1/4" = 1' 0" 1/4" = 1'-0" Y W ,,, A3 . 1 11/20/2019 9:26:06 AM Residence 1105 Longview • _ 9878 Registered Existing electrical panel _ RCHI EcT and wall to remain - exisitng window to __ ' _ _ — e'11 be removed existingbow window - — - - V = Michae G. Underwood State of Washington %lam Ll�Z� ,. ,,, , -- - - - '• __•- -__ •I�.2 (�� /,,:w� ^, \ , ., r , . .., . . . . . • • . . • ,,„: , , , ______ ., • • _ . . . ,. .. . \ u • l • • • • •IA 1 c (E) ` i existing 0entry to 0 •f (; remain �J �� 1' 11 ��1 Jr I� i _7_!J_7_�J_7_!JJ 4 1/1 1JZ1=T_ zrrz LGIJ_%I�LI� UNDERWOOD � r ASSOClArES. 11C ar ,�' \\ V .0 \\ 1005 4th Street he 1 icr_ z sr_ z lr' .J z f �� anacortes, washington 98221 __ ,\ ..‘1114111k �- (E) �� 360.588.0471 • ( , . mike underwood, AIA / �Z1J Z11Z11Z1:_n2 1 1 mike@underwoodazchitechzre.com i } •., ii OCT2 9 •w/' 4 " (E) II 1 \\ / U1 , , I \I \y, II , VI o ` + - _ _ _ _ �_ _ '� T - solid hatch walls indicate I ;_ i „ < 1+12x12 fj's @ 16" oc (existing) > new construction �" j o aI ' - - - "I _ _ _ " 0i \ in � ; - - dashed lines indicate / - - - - _ �; 1 walls/windows/doors to be removed I \ _ �1 and/or openings to be made for new existing pantry c i windows or doors / _✓ o5'-0"tub/shower \ 1- =UP= = �, — l" ) Note: Contractor to exercise caution - during demolition to ensure safety Ce Isr:).) at all times. 0 Unforeseen/Unknown conditions may require additional input and cn CD analysis. Inform architect of any o = existing kitchen to remain existing dining to remain lh a =- =-111 unknown conditions during I 8 o d exploratory demolition oR Q - o mcrete driveway 1 N i \I 9878 Registered - J ARCHITECT all ning wall , -�' A3 - First Floor Plan Demo ........3 Icsor1/4„),.._ O Mich G. w 1/4" = 1'-0" Stateael of Washington Under ood card exp. 09/22/19 is \/ exisitng window to \ / exisitng window to remove railing and be removed be removed half wall Permit Set ki,_"*"•••"" 1 t Project name: ti -Kr / = = L J existing covered Ott Residence setback fill in door and relocate heating deck to be fill in replace remove door ducts II Interior exterior siding and fill in wall- _ ; .\ II no changes to site \\a , II ii Remodel �-N - - Project address: