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HomeMy WebLinkAboutPermit File BLD-2021-0848 3703 Bullock Court City of Anacortes Invoice/Permit#: BLD-2021-0848 904 6th Street Applied date: 10/14/2021 P.O.Box 547 Issue date: 10/18/2021 0, Anacortes, WA 98221-0547 Expire date: 04/16/2023 Job Address: 3703 BULLOCK CT Permit Type: Deck Permit ANACORTES WA 98221-4449 Project: APN: P113420 Remarks: Remove old decks build new partially covered deck Owner: GERE PHILIP W JR Contractor: QUANTUM CONSTRUCTION INC Address: 3703 BULLOCK CT Address: 12761 QUANTUM LN ANACORTES WA 98221-4449 ANACORTES WA 98221-8364 Phone: Phone: (360)293-0656 License#: QUANTUM*66DF General Information: Fees: Deck Square Footage 633 Building Permit Fee 321.25 Building Valuation 20000 Plan Review Fee 208.81 State Building Code Fee Resi 6.50 Total Calculated: 536.56 Deposits/Receipts: 0.00 Total Due: 536.56 The issuance or granting of this permit shall not be construed to be a permit for,or approval of, any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order, proclamation, guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code, any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any City ordinance, regulation or order, state or federal law, or any order, proclamation, guidance or decision of the Governor.This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction work is suspended or abandoned for a period of 180 days at any time after work is commenced. I have read and examined this application and know the same to be true and correct. 17 47/ Vy SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY 1T y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Alike Mailing Address: P.O. Box 547, Anacortes, WA 98221 4 Office Location:904 6th Street, Anacortes WA 98821 t 4 Phone: (360)293-1901 Residential Building Permit Application Submittal Packet New Single Family Residences (SFR) Duplexes Additions and Remodels (SFR& Duplex) Accessory Dwelling Units Manufactured Homes Residential decks and retaining walls FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION 1. PROPERTY INFORMATION Project Address(Street,Suite#): Assessor Parcel Number: 3703 Bullock Court 113420 Subdivision/Lot#: Zoning Designation: Lot area (size): Horizon Heights Subdivision 2 R2A 12,196.80 sq.ft. AFN 8012090023 2. TYPE OF PROJECT ❑ New SFR ❑ New Accessory Dwelling Unit: S/ Deck/porch (new/repair) ❑ New Duplex ❑ Attached to Primary Unit ❑ Interior remodel n Detached from Primary Unit ❑ New Addition to SFR ❑ Garage, carport or accessory building ❑ Retaining wall or duplex (new/repair) ❑ Other: Project Summary: The project is to remove two old/decaying decks and build a new partially covered deck per current best practices. Project Valuation: $ 20,000 3. PROPERTY OWNER INFORMATION Name: Phil & Leah Gere Phone: 360-770-6630 Address(Street,City,State,Zip): Email Address: 3703 Bullock Court philgere@yahoo.com 4. CONTRACTOR INFORMATION Name:* Quantum Construction Phone: 360-293-0656 Contractor's Business Licenses State License#: City License#: *All Contractors&Subcontractors must have a valid City QUANTC1166DF 600518978 of Anacortes business license prior to doing work in the Expiration Date: Expiration Date: City. 02/2022 02/28/2022 Address(Street,City,State,Zip): Email Address: 12761 Quantum Lane mikeb@quantumci.com Anacortes, WA 98221 Page 1 of 19 Res.Building Permit Application Submittal Checklist Updated April 20,2021 •� PUN MING,COMMUNITY, & EE011Q MFC I) VELOPM ENT DEPART MENI Magma Adifrog P.O. Dal-5-1 7,.Anatol rim WA RIZZI • artila L ICA tour: 904 giiri swot, A oacorr s WA 98821 -ScoNTT PERSON _ — — Sorri ti o-rrn tni Ley rya coriLick fly 'tided to.Ma peudec 4 Apcconl 1=1 Pi rtrt}•Cli rair Coniralw -�� WI Anal i ha Ina 1 t 41er 1• M .Neil, Ar r7 'R pb 360.e„1Q- &Adria(Simi."CAL 5tite,74F- Emil/A./Mr ris 1005 d Ili Sheet jerurn+ Arun rw a#tiil lure. AnalMorreS. WA 98221 r 6. LENDER INFTSiwillarlaN Flg w 1.1fl 1195'.+iiireal-5i l i1 N OM %ItiOrmitlim ilito rya toisMirp. I t#4rl eri rMa krdili lehdoelii 1n 1+Gdr omit, w•di 'nil yr+drfr Effiki++IWru try Weir, _ Films! NA 1 i r ti L Irct1. .Siiie. Zip) i mil. — ..._ 7. ACKNOVIILEDGEMENTS a SIGNATURE Rood arid!WIWWI WI al the IrikdivIri i lkri'4 Ow to*nlr1 the applrcatim: I Unlefland 1113[ wlltri i tkurldIrq porrnll doplIr tlodl Is liken Hi crieed the c"uf 1Rt it(Wel not mean thl a ppsotion ha beeii derailed lectinIcillty compltlf ar'cd suiri[d#ri11or a1a11 raw, 1 urifIr dit411121 That id 1 iuubrrlll irlcdropl te.ithiCtunte. 41'0r iirgneoin In1orrnalin Ft w1U eft-th r ii CAV longer CO PrOass my pierra'1111t I uprder4tar4 and kI+ndvdedge gar I could to ftcoizirrtlbl. br eocrieloirpo al•bur11 drawIr# flick Dorr or elttrtimealhy) gs parl 01 the proJitricirlilficate of occupinry piocris. allI wldtrtlarrd IF Aokmyarltdvi Put Spcbl Irupectlprn could tie r!quAl ed at;ail or rrty prolett. II needed I mu d* reollpta to per fog Olt c1 ° thm#irtipectl4' ,- !mew r lid end allmottilefige mai linanelaiiec urilles arXuld bil filkiltid 31 Inn1:1+t i he wr}i%i orn CQMplitiTIO and I SOO to Nald&Ih4 hen ritalId Nil 111t toy to ealrula[e those tteu Min aind ko dil prov1414 tip 1 etUf!tin therrizrfres. — I imistskahci ib i II remit'aro lir/1. uM ccinclorently ugh!is d I'Voteid. re plan. [mirk � c drrc�rrans en, AtcIrn.,ea[a err adJi art_ ond gre CHIP mit fray alte c1[hi nhlrt l lel amd od RI.Ouidifij Prim Ipoiti con sk.affornicitekiti updsl•eAM2121 !NW 2oPis 'v.sT• Y Q PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 4-- 1 '` Office Location: 904 6th Street, Anacortes WA 98821 eo�it" � Phone: (360)293-1901 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. ("0Ii2.-1Lo2 i igna re Date 1L\Pw.Q��e_ Sti Printed Name Res.Building Permit Application Submittal Checklist Updated April 20,2021 Page 3 of 19 G��Q� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6t"Street, Anacortes WA 98821 44 Phone: (360)293-1901 SUBMITTAL CHECKLIST c _ 77. E Residential Building Permit vl -0 0L — o Submittal Requirement Checklist LL o c tb �, o u = O c 3 GJ -2 C v Q u See pages 2-3 of this handout for information about each 3 v E +r) c EQ submittal item listed below. Z rY Q ce •� 2 = Ff H E 0 Residential Building Permit Application Form X (FORM BP-1—attached) Structure&Site Information Form (FORM BP-2—attached) X Mechanical & Plumbing Fixtures Form (FORM BP-3—attached) Architectural Plans X (requirements listed on FORM BP-4-attached) Stormwater Management Minimum Requirements Determination X (FORM BP-5,attached) Stormwater Site Plan X Site Plan & Landscape Plans X (requirements listed on Form BP-6) VStructural Plans&Calculations X Energy Code Plans & Forms Manufacturer's Specifications/Cut Sheets ✓ Copy of recorded survey X NA Technical Reports X NA Other Required Permits X ADU Affidavit of Owner Occupancy(signed) Submittal Information Fees Send applications in PDF format with a file and message Once we receive your application, we will size no greater than 30 MB. Please review our Electronic contact you about payment of the Submittal Guidelines for more information. An email required deposit, if any. with a link to a file share site (Dropbox, Google Drive, OneDrive, etc.) is acceptable. Permit fees are paid prior to building permit issuance. Email: buildingpermit@cityofanacortes.org Incomplete applications will not be processed. Res.Building Permit Application Submittal Checklist Updated April 20,2021 Page 4 of 19 G��Q� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 • Office Location:904 6t"Street, Anacortes WA 98821 `Y `s' Phone: (360)293-1901 ��co¢ 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 April 20,2021 Page 5 of 19 G� y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6t"Street, Anacortes WA 98821 ‘` ler 44' Phone: (360)293-1901 • STRUCTURAL CALCULATIONS: An analysis of loads, materials, etc., prepared and stamped by a State of Washington licensed professional structural engineer. • ENERGY CODE FORMS: The standard Washington State Energy Office form requesting the information required under Chapter 51-11 WAC detailing building components used to comply with the State Residential or Nonresidential Energy Code, as applicable. • MANUFACTURER'S SPECIFICATIONS/CUT SHEETS: A document that summarized the performance and other technical characteristics of a product, machine, component, material, or subsystem (e.g., a power supply) in sufficient detail that allows the City to determine the product will be incompliance with applicable codes. • COPY OF RECORDED SURVEY. A survey of your property is needed so that conformance with minimum setback requirements and other development standards can been confirmed and verified on site by the inspectors. Property markers must be visible on your property. If they are not at the time an inspection is requested, you may need to have a new survey completed. OTHER SUBMITTALS DETERMINED ON A CASE-BY-CASE BASIS TECHNICAL REPORTS Following is a list of technical reports that will be required to be submitted to the City when certain circumstances exist on or near a site an Applicant is planning on making improvements to. The general triggers for each of the listed technical reports I provided below: A. CRITICAL AREAS REPORTS: In general, Critical Area reports are required when wetlands and/or streams are located on or near a site. Critical area mitigation plans may also be required, depending on the project proposal. See Anacortes Municipal Code Ch. 17.70 for additional information. B. GEOTECHNICAL REPORT: In general, Geotechnical Reports are required when work is proposed on or near slopes in excess of 15%and/or known landslide hazard areas. See Anacortes Municipal Code Ch. 17.70 for additional information. OTHER PERMITS DETERMINED ON A CASE-BY-CASE BASIS OTHER FORMS Following is a list of other permits that could be required in certain circumstances. The general triggers for each of the listed permits is provided below. A. FILL AND GRADE PERMIT: Grading (importing, exporting, and/or moving material on a site) of more than 50 cubic yards and/or if grading modifies the existing flow of stormwater or groundwater. B. RIGHT-OF-WAY PERMIT: A right-of-way permit is required anytime the public right-of-way is disturbed or obstructed in any way by private development or the general public. Res.Building Permit Application Submittal Checklist Updated April 20,2021 Page 6 of 19 G1� � PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6t"Street, Anacortes WA 98821 `� s' Phone: (360)293-1901 Page left blank intentionally. Res.Building Permit Application Submittal Checklist Updated April 20,2021 Page 7 of 19 . `� o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT l�` G � Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 w� Phone: (360)293-1901 FORM BP-2: STRUCTURE AND SITE INFORMATION 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 3703 Bullock Court PARCEL 113420 Nl1MRER(S1 2. DETAILED PROPOSED STRUCTURE INFORMATION Complete the following information as it relates to your project. Mark items that are not applicable with „NSA„ Structure height: 23._9i, AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD 1st Floor: VB 2nd Floor: 1,630 VB 3rd Floor: Basement: 722 Garage: 1,186 VB Total deck: 633 VB Total porch: Other: Other: Other: 3. QUESTIONS ABOUT THE PROPOSED STRUCTURE Is a fire sprinkler system being installed? ❑ YES WINO Is a monitored fire alarm being installed? ❑ YES Wr NO Are retaining wall(s) being built? ❑ YES V NO Are structural plans required? 'YES ❑ NO 4. PROJECT SITE INFORMATION A. Is work within the City's right-of-way proposed? If yes,you will be required I ❑ YES NO to submit a right-of-way permit application. _ If you have already submitted a ROW permit, list the permit number here: _ B. Is the property located in a flood zone? ❑ YES V 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 V NO geotechnical report will likely need to be submitted. Res.Building Permit Application Submittal Checklist Updated April 20,2021 Page 8 of 19 G1� y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6t"Street, Anacortes WA 98821 \+ `Q Phone: (360)293-1901 .Ncor D. Are there critical areas or buffers on or abutting(within 300-feet of)the ❑ YES '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 'f 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 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 V 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 IV 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. Signature Date Printed Name Res.Building Permit Application Submittal Checklist Updated April 20,2021 Page 9 of 19 G111 Y 0 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6t"Street, Anacortes WA 98821 ‘` `, Phone: (360)293-1901 FORM BP-4: ARCHITECTURAL PLAN REQUIREMENTS 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 3703 Bullock Court PARCEL 113420 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 V • Lot number(if applicable) A000 • Lot size • Lot coverage • % impervious surface coverage Floor plans with existing (if applicable) and proposed building layout with square A102 Vfootages and with the use of each room/area labeled. Window and door sizes labeled and window ventilation area. Commercial, Multi-Family, and Mixed-Use Structures must also include door and window schedules. Plumbing, duct, and electrical layout. Penetration protection must be shown. Opening headers, size, and material. Cross section details, showing typical foundation,floor,wall, ceiling and roof construction and insulation. A103 Structural members labeled as to size and spacing as well as bracing, blocking, A102 bridging, special connectors, and anchor bolts. & A103 Details documenting energy code compliance. VExterior building elevations demonstrating compliance with applicable structure A201 type design standards (small lot, duplex, or ADU) and maximum building height Res.Building Permit Application Submittal Checklist Updated April 20,2021 Page 11 of 19 y PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6t"Street, Anacortes WA 98821 �110Kw� Phone: (360)293-1901 Building height(see AMC 19.42.120 for measurement methods,exceptions and modifications). • Show a line representing,and label the elevations of,the existing natural topography at the foundation at the front of the building. • For corner lots and lots that slope downhill from the property line at the front of the building: Show a line representing,and label the elevations at the center A201 of all exterior walls of the building. • For ADUs only, include elevations demonstrating compliance with the height/setback plane(see AMC 19.47.030(C)(6)). Special details as needed (i.e., stairs,fireplaces, special construction). A102 Insulation and insulation values of walls, slab, floors, and roof/ceiling. Existing and proposed grades with slope of lot shown. Res.Building Permit Application Submittal Checklist Updated April 20,2021 Page 12 of 19 G111 Y o PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT i Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6t"Street, Anacortes WA 98821 7� `�� Phone: (360)293-1901 \coR. FORM BP-5: STORMWATER MANAGEMENT MINIMUM REQUIREMENTS DETERMINATION 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 3703 Bullock Court PARCEL NUMBER(S) 113420 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 April 20,2021 Page 13 of 19 Yr PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6t"Street, Anacortes WA 98821 sue Phone: (360)293-1901 Land disturbance Description Total (SF) Total Area of Land disturbing activity 60 SQ. FT. Total area converted from vegetation to NA lawn or landscaped areas Hard surface area calculation Existing Removed Proposed Proposed Description (SF) (SF) Replaced New (SF) (SF) Non Pollution Generating Hard Surface Area 2,788 200 633 (Sidewalks, paths, patios,etc.) Pollution Generating Hard Surface Area 2,787 (Driveways, parking areas,etc.) Total Hard Surface 5,575 200 633 Site Size 12,196.8 Existing impervious surface coverage% 45.7 (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 PerrApplication Submittal Checklist Updated April 20,2021 Minimum Requirement#2. Page 14 c f 19 G��Q� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6t"Street, Anacortes WA 98821 Phone: (360)293-1901 FLOW CHART FOR DETERMINING REQUIREMENTS FOR NEW DEVELOPMENT Start Here 1 � Does the site have 35% Yes See Redevelopment Minimum or more of existing ► Requirements and Flow Chart impervious coverage? (Figure I-2.4.2). No Does the project convert 3/4 ✓ acres or more of vegetation to Does the project result in lawn or landscaped areas,or 5,000 square feet,or No convert 2.5 acres or more of greater,of new plus ► native vegetation to pasture? replaced hard surface area? No Yes Yes Does the project result in 2,000 ✓ square feet,or greater,of new plus All Minimum Requirements replaced hard surface area? apply to the new and replaced hard surfaces and converted Yes No vegetation areas. Does the project have land Minimum Requirements#1 disturbing activities of 7,000 through#5 apply to the new ' Yes square feet or greater? and replaced hard surfaces and the land disturbed. No V Minimum Requirement#2 applies. Figure 1-2.4.1 Flow Chart for Determining Requirements for 1111 New Development DEPARTMENT OF Revised June2015 ECOLOGY Please see httplArvwwecyvvagov/copyright.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. Res.Building Permit Application Submittal Checklist Updated April 20,2021 Page 15 of 19 G1� YQ� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6t"Street, Anacortes WA 98821 \\711 `Q 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? Yes V No Minimum Requirements#1 through#5 apply to the new and replaced hard Minimum Requirement#2 applies. surfaces and the land disturbed. 1 Next Question Does the project add 5,000 square feet or more of new hard surfaces? OR Convert 3/4 acres or more of vegetation to lawn or landscaped areas? OR Convert 2.5 acres or more of native vegetation to pasture? Yes No V All Minimum Requirements apply Next Question Is this a road to the new hard surfaces and the 0related project? No converted vegetation areas. Yes Does the project add 5,000 square feet or more of new hard surfaces? Yes No Is the total of new plus replaced hard surfaces Do the new hard 5,000 square feet or more, surfaces add 50%or No No additional No AND more to the existing requirements. 1 does the value of the proposed improvements hard surfaces within -including interior improvements-exceed the project limits? 50%of the assessed value(or replacement value)of the existing site improvements? Yes" • All Minimum Requirements apply to the new and replaced hard surfaces and converted vegetation areas. Yes ft•Mr.M Figure 1-2.4.2 Flow Chart for Determining Requirements for Redevelopment DEPARTMENT OF Revised June 2015 ECOLOGY Please see http./Amw.ecy.wa.gov/copyrrght.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer Res.Building Permit Application Submittal Checklist Updated April 20,2021 Page 16 of 19 G��Q� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6t"Street, Anacortes WA 98821 `, Phone: (360)293-1901 FORM BP-6: SITE PLAN REQUIREMENTS 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: PARCEL 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 A000 • Area, in square feet and acreage, of the project site • Reference to the Building Code used • Proposed use • Occupancy group • Construction type • Square footage and height of each individual building • Percent lot coverage • Percent impervious surfaces VScale and North Arrow A101 Property features: Location, identification, and dimensions of all property lines and Veasements. All easements shown on the title report, Record of A101 Survey, or plat must be dimensioned and shown. Location and dimensions of existing critical areas (wetlands, streams, steep slopes) and their associated buffers. Location of Ordinary High Water Mark and shoreline jurisdiction limits (if adjacent to a shoreline). Existing and proposed contours and site elevations (i.e.finished grades) at 5-foot minimum increments. The horizontal and vertical control datum must be clearly shown. Res.Building Permit Application Submittal Checklist Updated April 20,2021 Page 17 of 19 G��Q� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6t"Street, Anacortes WA 98821 ler 44 Phone: (360)293-1901 Structures: Location, identification, dimensions and size of all existing and A101 proposed buildings and other structures. Location of existing and proposed retaining walls, rockeries, and Location, identification, and dimensions of all setbacks. A101 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 A101 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 A101 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 A101 size and location of driveways and curb cuts. Show existing and proposed parking spaces, including surface material Al01 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 A101 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, A101 when applicable. Res.Building Permit Application Submittal Checklist Updated April 20,2021 Page 18 of 19 G4�Q� PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location:904 6t"Street, Anacortes WA 98821 N,2 sue 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 any soil amendments. 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 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 April 20,2021 Page 19 of 19 IGravity Analysis Job: Gere Residence Deck Site: 9878 Registered Anacortes,WA 98221 ARCHITECT Architect: Underwood&Associates, Ilc Michael G Underwood Mike Underwood,AIA State of Washington 1005 4th Street Anacortes,WA 98221 Date: 8-Oct-21 Basis of Design Code 2018 IRC and IBC Structural Concrete: Steel A.S.T.M A36 fc= 3000.00 psi Fy= 36.00 ksi Fy= 40.00 ksi Fb= 24.00 ksi Dead Load= 1.40 ksi E= 29 x 10^6 psi Live Load= 1.70 ksi flexure= 0.90 Foundation Soil Type= soft clay, silt(default) axial tension= 0.90 Allowable Soil Bearing= 500.00 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) Ft/ E x 10^6 I fc(perp) 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 lirgillilialli FOWCODEC 4(a _. O , , ' Cie I I I II 11/41 7- , --..., ... '-- '� off \ 4 : 'i, kFIELD S rri ` _/.1 IT ,-./1 UNDERWOD This Is A Standard List Of Abbreviations Used By This Office. Items &ASSOES,LLC Listed May Or May Not Be Used On This Set Of Drawings. Gere Family Residence ,, , , 1005 4th Street A.b. Anchor Bolts G Ga. Gauge + SC Solid Core anacortes, washington 98221 A Ac. Acoustical Galv. Galvanized S Sect. Section 0 0 0 360.588.0471 Add. Addition Glu-lam Glue Laminated SF Square Feet mike underwood,AIA Adj. Adjustable/Adjacent GLB Glue Lam Beam Shtg. Sheathing A.f.f. Above Finished Floor Gr. Grade Sim. Similar lack p www.underwoodarchitecture.com Alt. Alternate GWB Gypsum Wallboard Spec. Specification © 0 ♦i © L,p Sq. Square Bld. Building HB Hose Bib SS Stainless Steel CITY OF ANACORTES B Blk Block H HC Hollow Core Std. Standard PLANNING AND BUILDING DEPT: B.O. By Owner Horiz. Horizontal Stl. Steel Btm. Bottom Hr. Hour Stor. Storage APPROVED PLANS B.U.C. Built Up Column Hdr. Header SS Storm Sewer REVIEWED FOR CODE COMPLIANCE BWP Braced Wall Panel Susp. Suspended PERMIT#: BLD-2021-0848 Insul. Insulation ADDRESS: 3703 BULLOCK CT C Cab. Cabinet I Int. Interior T. Tread /� - APPROVED BY: ��'� Cdr. Cedar T TOF Top of Footing SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT C.j. Control Joint Jt. Joint TOC Top Of Curb Clkg. Caulking J Jst. Joist T&G Tongue &Groove BE ALTERED WITHOUT AUTHORIZA ON. C.L. Centerline Thk. Thick CMU Concrete Masonry Unit K Kit. Kitchen TOS Top Of Slab Col. Column TOW Top Of Wall Conc. Concrete L Lay. Lavatory Tv Television BUILDING CODE PROJECT DIRECTORY BuildingInformation Constr. Construction Typ. Typical Architectural Sheet List Cont. Continuous Mat. Material M Max. Maximum U UNO Unless Noted Otherwise Zoning Category: R2A-Residential Low Density Owner: Philip&Leah Gere Site Address: 3703 Bullock Court Sheet DD. Dryer M.b. Machine Bolt 3703 Bullock Court Anacortes,WA 98221 Dbl. Double Mech. Mechanical Var. Varies Permitted uses: Detached single family dwelling units Anacortes, WA 98221 Number Sheet Name Df Douglas Fir Memb. Membrane V VCT Vinyl Composition Tile Parcel Number: P113420 Dn. Down Min. Minimum Vert. Vertical Lot Size (minimum in zone): 6,000 sf for SFR Architect: Underwood &Associates, LLC A000 TITLE SHEET DS Downspout Mir. Mirror Vest. Vestibule 1005 4th Street Legal Description: Dtl. Detail Mtl. Metal A101 SITE PLAN & EXISTING DECK PLAN DW Dishwasher Washer W. Washer Setbacks: Anacortes, WA 98221 (0.2800 ac) LOT 2, SHORT PLAT NO.ANA 96-004(ALSO KNOWN AS A102 FOUNDATION PLAN, DECK FRAMING (n) W W/ With Street Setback: 20 feet Jeremy McNett BULLOCK SHORT PLAT),APPROVED MAY 26, 1998, RECORDED JUNE ( ) PLAN, & DETAILS Ea. Each N NIC Not In Contract WC Water Closet Interior Side Street Setback: 10 feet 360-840-3294 1, 1998 IN VOLUME 13 OF SHORT PLATS, PAGES 130 AND 131 UNDER E EL Elevation NTS Not To Scale WD Wood Interior Side Setback: 5 feet AUDITOR'S FILE NO. 9806010138,AND BEING A PORTION OF THE A103 DECK PLAN, ROOF FRAMING PLAN, Elec. Electrical W/O Without Interior Side Setback Upper Floors: 7.5 feet SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 25,TOWNSHIP SECTIONS, & DETAILS Elev. Elevator OC On Center WP Water Proof Rear Setback: 20 feet PROJECT DESCRIPTION 35 NORTH, RANGE 1 EAST, W.M. A201 EXTERIOR ELEVATIONS EQ Equal O OFCI Owner Furnish / WWF Welded Wire Fabric Grand total: 5 Equip. Equipment Contractor Installed Lot Coverage (maximum allowed): 40% Building Areas: (e) Existing Opng. Opening 1. Deck Replacement Existing Total Living Area: 2,352 sq.ft. (no change) Exist. Existing Landscape Area: 20% Existing Garage Area: 1,186 sq.ft. (no change) Ext. Exterior P-lam Plastic Laminate Existing Deck Area: 200 sq.ft. (to be demolished) P Ply Plywood Allowable Height: 35 feet Existing Driveway&Access lane: 2,787 sq.ft. (no change) F FD Floor Drain PR Pair Codes Fin. Finish PT Pressure Treated Registered 9878 Required Amount of Landscape Area: 20% Proposed Covered Deck Area: 405 sq.ft. g F.f. Finished Floor 1. Residential 2018 IRC ARCHITECT FS Finished Slab p R. Riser Proposed Uncovered Deck Area: 228 sq.ft. ,w---) FLR Floor R Rad., R Radius Michael G. Underwood Fnd. Foundation R.d. Roof Drain Site Area: 12,196.8 sq.ft.or 0.28 acres F.o.c. Face Of Concrete Ref. Reference State of Washington F.o.s. Face Of Studs Regd. Required Lot Coverage by Building: 3,221 sq.ft./12,196.8 sq.ft. =26.4% <40% 9/22/21 Ft. Foot Or Feet Rm. Room Includes residence footprint, garage, and covered deck. Fur. Furring RO Rough Opening Permit Set F.e. Fire Extinguisher Lot Coverage by hard surfaces(building, patio,walkways, driveway: sq.ft. /12,196.8 sq.ft. =xxx% <40% ok!! Project name: Abbreviations GENERAL NOTES Gere Family 1/4" = 1'-0" Deck 1. These notes are general in nature and are intended to set the 8. Details are inteded to show the intent of the design. Minor modification may 16. Drawings indicate general and typical details of construction. Where 21. The Contractor shall consult plans of all trades, including design/build minimum standards for construction. Any conditions, if discovered, be required to suit the field dimensions or conditions and such modifications shall conditions are not specifically indicated but are of similar condition or character to documents to verify size,weight, power, location, and other requirements for Replacement which are not clear or are different than required by code or site be included as part of the work of the contract. details shown, similar details of construction shall be used subject to review by those items to be installed prior to commencement of work. Project Address: AtterberryaesignQ conditions shall be brought to the attention of the architect immediately. the Architect. The contractor shall verify all dimensions and conditions on all sheet 9. Separate permits are required for Plumbing, Mechanical, Electrical, Fire 22. Building Envelope: 3703 Bullock Ct. °� Anacortes, WA 98221 aana si sxnd si 320 St A drawings and in the field, and notify the architect of any discrepancies Sprinkler, Fire Alarm systems, and Signage (if applicable). 17. Contractor shall be responsible for all safety precautions and the means, A. Slab Insulation shall conform to the specifications and, if exposed, shall be Evans I before proceeding. methods, techniques, sequences or procedures required to perform the work in a permanently protected against damage from all sources. Finch o Island Q 4 84.N. Project Year: 2021 Ch ida otChrist 10. All exposed exterior sheet metal shall be galvanized, primed, and painted. safe manner. 33rJ': 4. 2. Specific notes and details shall take precedence over general notes B. All insulation shall meet the minimum thickness and density as prescribed Issue Date: 09/15/2021 and typical details. 11. All wood in contact with concrete shall be pressure treated. Pressure treated 18. Contractor shall retain one set of plans to note and document all changes in the plans. Insulation shall be installed accordint to the manufacturer's Y t rs 3d,„ 34hS wood shall be used for wood members which form the structural support of during construction as well as a log of changes including summary of why there is recommendations. 3. Dimensions shall supersede scale, and are measured from edge of balconies, decks, or porches, etc.when such members are exposed to the a change. These documents shall be a part of the Contractor's close-out Revisions n Wayland MarineQ x package weather. p ga to the Owner. The close-out package shall include shopdrawings, C. Doors and glazing shall meet or be less than U-Values shown in the plan. No. Date Description 75 p 36hP1 35ihSl 311ha product literature, equipment manuals and warranty information, and all other Lighthouse Memory Care9 4. All work shall conform to the latest approved editions of the 12. Slope all decks, patios, and walkways aware from the building a minimum of supporting documents associated with the facility. D. Air leakage is controlled by sealing or caulking all joints and gaps in framing Qusing l 'New Hope Christian 36rth 5r wship standards listed in "codes"above. 1/8"per foot for positive drainage away from the structure. and building components. Sealants shall be of the non-hardening type. . 3Et„, 19. Contractor shall provide solid blocking for nailing all interior and exterior 4-1 .Dennis Evans 5. Errors, omissions, and discrepancies, if any, shall be referred to the 13. Provide expansion control joints in all concrete slabs as required to control trims,finishes,fixtures, and finishes. The Contractor shall provide all necessary E. Wall, Ceiling, and Slab insulation shall be as called out on the approved Guide Services p Y p 1 q p ry g pp Julia's Little and shall conform to the energycode standards regarding densities Lindbo Painting9 �� "eer r QAngels Daycare Architect immediately for direction of how to proceed. cracking, saw cut all slabs as required. framing and bracing for the installation of Owner furnished items such as signage, plans g g m art, etc. and R-Values. An appropriate moisture barrier shall be continuous and 6. Verify all rough-in dimensions for equipment plans provided by 14. Provide fire blocking, draftstops, and firestops in attics,floors, and wall sealed. 7:$ ,7/\ 37th9I 37t„St z others(design/build sub-contractors). Provide block-outs, blocking, cavities as required per the IRC. 20. Where existing or completed work is damaged, cut, or defaced due to .ths Seth Si backing and jacks required for ducts, pipes, conduits, equipment, performance of new work, the Contractor shall patch and repair same to match U .2.a fixtures, and cabinets. Verify size and locations. 15. Roof drains and overflow drains shall comply with the IPC & IRC and wall adjacent surfaces. Repaired finishes shall be extended to the nearest visual Q w ::i: The Church of �, 2 Jesus Christ ofLatter...� QAeeOfHearts cavities as required per the IRC. break lines such as corners, ceilings, top of base or similar. G Rotary park Fidalgo Audio 8,Video 7. Verifylocation of all existingutilities includingbut not limited to �? z Go A - sewer, septic,water, gas, power, and telephone/data. Cap, mark, and TITLE SHEET Rin,r,.w.M1.,e protect. site location 4 VicinityMapProject Info 7„ 0 R = 1'-0" a> 1/4" = 1'-0" A000 9/30/2021 7:47:47 PM LS t' OO\O1MK FogCOD�co Lot to Horizon Heights Subdivision Division •2 ',� _ —- AF .8012090023 3 / KATHY HILL =�- Jean Copeland y Lot 8 Lot 7 Lot @hAr'" ",J- Wickman _= Thelma McTavish : Anacortes,WA 98227 2001 Down Jones Way �� / Rosemary Wick ,w44 ��G1T Y O�1 2005 Down Jones Way Anacortes,WA es Way _ — te' �T' m t 1/4 Iron Pipe w/yellow Coal. % .�-f!f/�� - Wl �' ! Lot 9 n_ O �_. S 89'44'1 0'W 13677 .. _O Jni,iJr ll._. _ -_ - `N 1 �kC0DCs1 Cr_CF //-. �p Fr�_ r rI ( �,�rr r _J BIDC Fence Directly Over Property Pins I /�. it v i / // 891 c _ I Shannon Heights Subdivision- / \, ' 11��11 �gCOR`S� o� 1 1 I Volume 7, Page 83 of Plats` ` �? (�J 1 S� r ��TOp�Lpn�e — o� Lot 3 o Harold&Jean Rhode �� 12,212 sq. ft ado 1718 37th Street Southeast 1/4 of the Northwest 1/4 l°-- Address 3701 m Anacortes,WA 98221 Record of Survey Lot 5 '/ , A" Sec. 25, TWP 35 N, R 1 E, WM i , AF 69108220030 / 1 1 \ ' \ Fence 0.60'West of Prop Line i� a I Tao Accl/350'25-2-t60-0005 1. ,\ \ 10 ft Non-exclusive ESMT for ..� Record of Survey '�' ___N_89'<a tO E __/" 3877' -_ `u Utilities Auditor's File#9804240153 -�----� 15 ft Non-exclusive ESMT for 12 ft Non-exclusive ESMT for AF 69401190111 Access k Utilities AF#765068 m Access&Utilities for Short Plat �", Pa reel��' r for Harold k Jean Rhude Property v,1 L uo h Turn dr.June Bullcx:k's Prowl). Ronald do Phyllis Woolworth AF Nos.6437I01 k 760758 P.O.Box 973 L 0 28'Dranage&Ut:hty ES i 37th Street o I•+ Fence 0.78'West of Prop Line v N Im Lot 2 m i N 8944'10"E 171.00• ,,�'�......"}}}I1 L I 30'Access&Utility ESMT i 1 '2.212 sq. ft. m I. -- - • Address 3703 pd,�/ I U N D E R W O O D 12.50' '0' .. • ' L ^, Fo Record of Survey &ASSOCIATES,LLC o N•894410" T 0.7708.77'_Jr- _004 AF «9210280085 MI 1-- r --1 .. i I U) U 25'Access ESMT Thornos Jane Baliack I > Lot f1 1005 4th Street I 0 10 3702 F Avenue 31 '— Lot 1 Im Ana ortes,WA 9822' anacortes, Washington 98221 Access&Utility ESMT ' '� Auditor's File#9804240154 /,gco 3 so 9,748 sg. It 4 The Ridge Condominium ;� Address 3705 I„�, Lot §I s 360.588.0471 Survey AF •9807170028 8 m sq. n. z, }r �I I$ Address 37D3 I mike underwood,AIA t Tax A<ct/}50725-2-159-0008 CO Section Line to ,� � I. I I ' West 1/4 C/1 i 30.001'+' -101�23� - 1 O - pats 8th Street \/ Basis of Bearings Y East-West line between the N Steve do Susan Rieney x 2002 381h Street GRAPHIC SCALF, www.underwoodarchiteeture.com West do and the Center 1/4E v- 3715 pace Avenue Anacortes,WA 98227 of Section 25,T 35 N,R 1 E. Anacortes,WA 98221 — VAAAd as shown on Boundary Line ww% Adjustment AF o 9210280065 Recorded in volume 13 of Surveys C. '. Horizon Heights Subdivision Division 61 t IR FEET 1 Page 106,Bearing N 89'44'10 E f inch-30 It Sarver Instrumentation (D LEGEND Theodolite: Geodimeler 610 Serial 61010236.Sld Dec 3", ----(Q----Property Line Bullock Short Plat EDM J:(5mm+5pon). Existing Fence - Wood/Cyclone/Barbed Wire Sur ng Procedure L - or.�pea/we,'T� Southeast 1/4 of the Northwest 1/4 Field T averse. Section breakdown haws, sea in survey calculations as 25 Center of Section 25, Monument in Case 7 1997 Sec. 25, TWP 35 N, R 1 E, WM shown on Boundary Line Adjustment AF / ;I!9 21 0 28006 5,Vol 13 of Surveys,Page 106. / 0 Existing 1/2" Rebar w/ Yellow Cap Marked LS 8992 - 7/1997 NOTES: V(0 0 2" Brass Disk at Rood Surface - 7/1997 Thomas & June Bullock Zoning R-2,7500 sq.ft. Water Supplied by City of Anacortes • Set 5/8" Rebar w/ Yellow Cop Marked DES LS 28023 C 3702 F Avenue Sewer Supplied by City Anacortes Anacortes,Washington 9022' Power Supplied b Puget Sound Power&Light Com ,� Existing 1/2" Rebar w/Yellow Cop Marked LS 4908 - 7/1997 r 9ePonyF (350)293-0395 Gas Suppled by Cascade Natural Gas Corporation Easement Line � wS E �� G\DWG\BULLOCK\BULL 10-10-97 lOQ6�25 an EST RECORDING CERTIFICATE SURVEYOR'S CERTIFICATE JV�s.v,.,�, �� SURVEY OF: Short Plot No. ANA 96004 Fi�eO I record at ere uee of This mop correctly repre ents a su vey made by m P �-y this day of ,9 d recur antler my directian it ca�fgrmgncerwitn the regalren-,ants �$ nC ' o Schwind Engineering Bullock Short Plot Under Auditor's File(s)rClp� olume of the Survey Recording Act at the request f: of Short Plats,Page(s)1943 ecords of Sko it Count , 2209 Monca Drive Drown ByDate Job No. 9 Y Th m li ck 199y Was'gtan It i"'�' .,� Mount Vernon,Washington 93273 DES 9 / 1997 % 'V leo (360)424 9472 Deputy County Auditor In4 f ;"sill' Checked By DES Scoie 1" - 30' Sheet 1 of 2 Certificate No. 28423 k 01 t351rdk P1ab P6130 HORIZON HEIGHTS SUBDIVISION 2, LOT2 Ei 1 1/2" = 1'-0" / 2s'-011 / / 30'-0" / 20'-0" / DRAINAGE EASEMENT& UTILITY EASEMENT ACCESS AND UTILITY EASEMENT FRONT SETBACK LOT' 3 18'-0" / PROPERTY LINE EXISTING FENCE TO REMAIN I N 89°44' 10"E — — — — — — - -\., \.)--- _ _ 18'-0" I I Co I s ---...\\)7,-- iv �-- �—� A EXTEND EXISTING GUTTERS AT NEW EAVE LINE / ° _'""' d , ° I d \\° d d_ o- (\til.-----Y I Ir- - - - 1 ,„ _, BLUE OUTLINE REPRESENTS BOUNDARY OF / A,, d d- - I NEW ROOF EXTENSION BASED ON EXISTING I� ° I EAST FACING GABLE ROOF LINE-ROOF TO I� ') ° ° co IN % ® EXISTING LANDSCAPING I EXTEND OVER NEW DECK AREA o \,.......„4.ALZ9878 md4ICO m °d d°° W I ° ° _ ° \ I N I Michael G. Underwood J I ° 4 g = a _a _ )1" I DIAGONAL HATCH AREA EQUALS BOUNDARY OF I State of Washington } w 4 _ I NEW DECK AREA 9/22/21 °CC \ O ° , a °tea 1 Permit Set LJ d d M 1 ° u /�DSL_JONe i • _ ��rn z_ b ° ° a N— SOLID HATCH AREA EQUALS BOUNDARY OF Project name: ° 4, a ° ,da NO INTERIOR WORK \ EXISTING DECKS TO BE REMOVED Gere Family Z - - ° - - - - - a -a ,_ - \ w Deck O a I _ d CNI W Q _ ad . OW I LOT� m d ° 0 Replacement rl I ,a , ,d - S Z p 1 d e ° _ °, aa.o- ' : a' \ LL I Project Address: a \ EXTEND EXISTING GUTTERS AT NEW EAVE LINE I i z ] ° d •° °Z m, ° - q °.M' 1 EXISTING CONCRETE AND ASPHALT m \ 1 I 3703 Bullock Ct. -'_ a �1 -1 ACCESS LANE AND PARKING AREA, a °- w I Anacortes, WA 98221 a,' ° - M" ° -°2,787 SQ.FT._ '° ,41 /Nr\- \ -\ \ ... e I Project Year: 2021 a, -d �- _ -, ` °- , - - - `. - `_ _ ems_ ,,°a. T T 1 Issue Date: 09/15/2021 - I Revisions 4°. a d'; ° , ° d , a<a /4 -o"/ EXISTINGLAWN off' No. Date Description °� 1: I r-� dd ed - - - ° °d- d °_ ,° tl ° for-on ,� I I -,d - "L —a -- 4 / s. Id 0 a ° :"d° -° - - ° - - - ° -d- • C o n I— x I - •d _ d - - a • °- I d -° LLu I (/(�� I CD --21 ° Cs 1 ° - Lo — � 4 ° , _ — — — — — —N 89°44' 10"E — PROPERTY LINE — EXISTING FENCE TO REMAIN— — — — — — _I \ SITE PLAN & 138.7T w. B EXISTING DECK \7 S G C ch 4-4 PLAN tv r-1 . , Al - Site tv 1 1/8" = 1'-0" A101 (... 1 N rw 9/30/2021 7:47:49 PM OW CODE C 0 . ' A I fe i, i • 7-- i . _ --- m NOTE:Fasteners for pressure treated Z _r' 'yak and fire-retardant wood must be of hot co N ledger i 'r i r \ 4, 1891 w ° dipped galvanized steel,stainless steel b o ( \". , !� ` / /(/ ) .' CORD or copper.(Except 1/2"diameter or \\�� — ii✓ /� c� e� Guardrails: 36 above adjacent finished floor. o \ �\ /)40 kFIELD i13s • n • /� Space uprights or horizontals so that a 4"sphere ► o greater steel bolts.)R319.3 ji /Il�i ���� /( cannot pass through the guardrail plane,4"max. \ • -,:..,..,,, between floor and bottom rail. o j '� ,\ y existing siding per elevations-modify as necessary o o I I� M lag or screw staggered horizontal metal flashing w/drip edge ° fasteners in two rows 1 " Apply Grace Vycor Deck Protector Self Adhering at Owner's Option,apply Grace Vycor Deck 0 membrane over top of deck joists and ledger Protector Self Adhering membrane over top of o U N D E R W OO D (4"at joist,9"at ledger) deck joists and ledger(4"at joist,9"at ledger) &ASSOCIATES,LLC DECK LEDGER F/\STENER SPACING ,s sss sssssssssss s�, W%1 A��KI��1 R��i� rr.7.7.7117.7.7.71 1 '\ I A l` 1005 4th Street l\ <111 2x10 p.t.sub-fascia 3/4" = 1'-0" anacortes, washington 98221 111,1— 1x4 cedar fascia trim 360.588.0471 a r 1x10cedarfascia 1R' mike underwood,AIA 1- - ! ..... it/ verify plate location prior to II - 2x10 p.t.deck joists @ 16"o.c. > simpson DTT1Z w/timber screw- deck joists per plan provide p.t.blocking at deck mounted railing p g 2x10 p.t.ledger w/Ledgerlok structural wood www.underwoodarchitecture.com / attaching DTT1Z 1'_0" bases-height of blocking to accommodate A102 I A102 screws @ 12"o.c.staggered set into rim joist embed min.3"into top plate railing manufacturers fastener length with LU210z joist hangers simpson H2.5Az each truss,typ. R beam per plan w/PC6Z - DBL RIM I 2x10 p.t.ledger w/Ledgerlok structural wood I I C I I I I II I - screws @ 12"o.c.staggered set into rim joist '1 r 1 r 1 r 1 r 1 r r ; I r 1 r 1 r 1 r 1 r 1 r 1 r �r 1 r. 1 1 r 1 r 1 r 1 r 1 r 1 r 1 r 1 r 1 r 1 r 1 r 1 r 1 r 1-r -rr -, r 1 r 1 r with LU210zjoist hangers \ / I \ / \ I / \ PROVIDE 1X WOOD OR STEEL / \ / r STRAPPING AT UNDERSIDE OF FRAMING / T\/ \ / \ / DBL RIM 6x6 P.T.df#1 post o \ I / \ / - AL AL LIJ \ / \ / m \ I / DJ1:2X10 P.T. DECK JOISTS AT 16"O.C. \ / ► 6x6 d.f.#1 POST W/ DECK LEDGER DETAIL SimpsonCB66z o - „ „ 41 , — ECC66Z ,� o B ° SIMPSON CC66z at post I / SIMPSON CC66z at post \ / 1" = 1'-0" 1/2"weather resistant spacer \ / \ / 2X12 P.T.STRINGERS TO MIN. Adar, DB2:6X12 P.T.D.F.#2 DB2:6X12 P.T. D.F.#2 DB2:6X12 P.T. D.F.#2 \ DB2:6X12 P.T. D.F.#2 18"X48"X4"CONCRETE LANDING m°, d-I-�_ ' _ \ \ l l� l\l� l\l� l\l� l\l� l\r-Nk \l� \l� l\l� l\l� l\l\ l\l\ l\l\ l\l\ l\l� _ l\l� l\l� l\l� l\l� l\l� l\l� l\l� l\l� l\l� l\l� l\l� l\l� l\l� l\l� (4)#4 hooked into footing �J+� -1 —� , 1.1 ; �\ I —\ / \ SIMPSON ECC66Z 1 I I 1 III III I I 1 ii. ' 'I -:III III III I I III- PROVIDE SOLID BLOCKING 1 i r1 1 1 /BETWEEN JOISTS OVER BEAMS r a. FULL HT.BLOCKING/JOIST BRIDGE / O —1 _.a 1 1 I'A AT DECK SIDES FOR'PICTURE A A / \ m FRAME' DECKING to • \A102 A103 0 / \ D (2)#3 stirrup @ 12"o.c. MIN. ; a 9a►E-4--a a; . °- _ 'E \ w / \ in o J d°_ \ PROVIDE BLOCKING AS NECESSARY FOR footing size per plan -- -J'��=:�L =, - o / DECK RAILING POST ATTACHMENT d' J Firm,undisturbed earth — 1 I 1 1 ° I°I 1' °d, I 1 I I I 6x6 d.f.#1 cont.post / , \ N` 6x6 d.f.#1 Cont.post —ill 1 III III III II I ti,\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\IIN\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ `i 2,010# 0'-8" DB2:6X12 P.T. D.F.#2 DB2:6X12 P.T. D.F.#2 1-264# SIMPSON CC66z at post SIMPSON HUC610Z SIMPSON HUC61OZ r-A POST FOOTING DETAIL DECK FRAMING PLAN 6'i - 111Liii,, , .-1-: . 1" = 1'-0" 1/4" = 1'-0" 9878 Registered ii,..... ARCHITECT !....:,,,7 :11.1.,•.iiii ,I.;:-10W4: it + :� A!;w,,% �i, l �€ ;. J, 6' 0" / 6'-0" / 8' 7" / 3' 0" / 4'-3" / 6'-0" / 6'-8" / 4'-0° / 3' -5" I 4'-0" / Michael of Wash ngtood II�� y irk:. l 1 r •�,� r�� ��� �, beams per plan r i � 9/22/21i # 1:.K ,� �' ' Permit Set 1 �. L J N a' 24"x24"x8"ftg.w/(3) �. °� p': #4s each way f Wil E 1 -, Project name: ° see A102 for bracket callouts I \rn L — _IG e re Family • 5'-23/4" 10'-21/2" 10'-21/2" 11'-01/4" 11'-01/4" 0' 23/4" NOTE: Fasteners for pressure treated wood X Deck -�� must be of hot dipped galvanized steel, I 6x6 P.T.df#1 post with cedar wrap at —► stainless steel or copper.(Except 1/2" — — 24"x24"x8"ftg.w/(3) — 24"x24"x8"ftg.w/(3) _ Replacement beam and stone wrap per elevations diameter or greater steel bolts.)R319.3 - r r #4s each way r r — #4s each way r 51/4 51/2 5 'i 0 \ I ■ I I ® � [3I \ I El ® I Project Address: Simpson MPB66Z base connections °° 1 - -V: L J L — _I L — _I L — _I 3703 Bullock Ct. Anacortes, WA 98221 SECTION B 24"x24"x8"ftg.w/(3) —ill 3"extension at tie hook N -� (4)#4 hooked into footing BOUNDARY OF DECK ABOVE #4s each wayProject Year: 2021 (s/z'clear from MPBZ) : . ,,, �' \ Issue Date: 09/15/2021 " #4 horizontal ." 2 __`; ties @ 3" _ -, �� O� 5i G G extension spacing _ - A102 at ties =� (square and � � ``' diamond : �3/ ,_.l ; : (2)#3 stirrup @ 12 o.c. MIN. (ok,10 ,__2 A1o2 \ Revisions hook E �,' _ / No. Date Description (1/a"dear I 1 shaped ties) �,.�1` e 4 °_ \ , `� a r - — 7 r — — 7 r- — — -1 18"X48"X4"CONCRETE LANDING p 1 ,i . ii— : ,,, ... MIMIEM Q 1::k.:::-., (s}#4 ver Ica! p �� �, \ I m— —_A I I . -__w - rebar at gE hooksper Allft on center 3" L J co N J , L ACIsz. 318 Concrete / Firm,undisturbed earth ' v (typ.) cover per v unless 16"square noted AC! 318 (typ.) unless noted / 10" / 1'-4" / 10" / (min.) 0'-23/4" 11'-01/4" 11'-01/4" 0'-23/4" 0 otherwise Footing by designer otherwise / 3 0' / 21'-5" // 22(6" 7/ -o / / VERIFY OVERALL WIDTH WITH EXISTING GABLE ROOF / x V N FOUNDATION POST FOOTING DETAIL FOUNDATION PLAN 1. FASTENERS: METAL ELEMENTS INCLUDING, PLAN DECK -h4 IC 1 CONNECTORS, MUST USE HOT-DIPPED GALVANIZED 3/4" = 1'-0" 1/4" = 1'-0" METAL WHEN IN CONTACT WITH ACZA PRESSURE FRAMING PLAN , & u TREATED MATERIALS. [R319.3] - SEE 37/SP1 0 2. TRUSSES: ALL CONCENTRATED LOADS FROM ROOF DETAILS a TRUSSES MUST BE TRANSFERRED TO THE FOUNDATION o WITH A BUILT-UP POST AND FOOTING AS REQUIRED. 3 VERIFY LOCATIONS WITH TRUSS ENGINEER. Al 02 ,ii w' 9/30/2021 7:47:50 PM ROOF FRAMING NOTES: ROOF DIAPHRAGM SHEATING: 11. PROVIDE A BUILT-UP (2-STUD) OR SOLID WOOD = - __ FORconEe 1. LAYOUT SHOWN HERE IS FOR SCHEMATIC 7. SHEATH ROOF WITH 15/32" SHEATHING W/ H CLIPS. COLUMN BENEATH THE BEARINGS OF ALL GIRDER - w44vAlit, Y A°t� DESIGN ONLY. NAIL WITH 8D AT 6" O.C. AT SUPPORTED PANEL EDGES TRUSS, ROOF BEAMS, AND FLOOR BEAMS. �— __ _ _m AND 8D AT 12" O.C. AT INTERMEDIATE FRAMING. 15/32" - 2. PROVIDE 2X OVERFILL AS REQUIRED & T & G PLYWOOD CAN BE USED IN-LIEU OF OSB AND 12. ALIGN STUD WALL FRAMING WITH SUPPORTED `N\ �� 89� �`' DESIGNED BY TRUSS ENGINEER. METAL H CLIPS. TRUSSES, RAFTERS, AND JOISTS UNLESS NOTED '—, -IA r ifii /� N.-ICOSL', `° OTHERWISE. ( i ,��. (��i 'OFIEL° Se 3. ALL TRUSS TO TRUSS AND TRUSS TO BEAM 8. PROVIDE DIAPHRAGM EDGE NAILING ABOVE ALL �� II- �� >.` % CONNECTORS TO BE DESIGNED BY TRUSS EXTERIOR WALLS, INTERIOR SHEAR WALLS, HIP AND % / \ ;? ENGINEER. VALLEY LOCATIONS. ;j -Ni 4. TYPICAL ROOF PITCH = SEE PLANS 9. OVERLAY FRAMED AREAS SHALL BE BUILT UPON (.' FRAMING WITH SHEATHING ALREADY ATTACHED. 5. TYPICAL TRUSS SPACING = 2'-0" O.C. " , It 10. PROVIDE SOLID BLOCKING BETWEEN THE UNDERWOOD 6. TYPICAL TRUSS TAILS U.N.O. = SEE PLANS BEARINGS OF EVERY RAFTER OR TRUSS AND A SIMPSON H2.5A CLIP AT EVERY MEMBER TO TOP &ASSOCIATES,uC PLATES. 1005 4th Street anacortes, washington 98221 360.588.0471 OSB SHEATING WITH"H"CLIPS AT UNSUPPORTED JOINTS. 5/8"T mike underwood,AIA &G PLYWOOD CAN BE USED IN-LIEU OF OSB AND METAL H CLIPS. B A103 www.underwoodarchitecture.com COMPOSITION ROOFING TO MATCH EXISTING RIPPED 2X PRESSURE BLOCKING BETWEEN EACH RAFTER match exist REMOVE EXISTING ASPHALT 1 1 SHINGLES AS NECESSARY TO PLACE SFTRAPRS AN LD TIE NEW ROOFING IN . MATCH EXISTING ROOFING. O O TIE NEW GUTTER INTO EXISTING GUTTER SYSTEM EXISTING GABLE ROOF RJ1:2X10 D.F.#2 MATCH EXISTING ROOF _ RAFTERS AT 24"0.C. SLOPE AT GABLE END — 2,878# PROVIDEP B.U.C. IN ENSXISTING WALLS FI- H2.5AZ CLIP AT EACH RAFTER EXISTING ROOF ST ATI 0w BEAM PER PLAN- = SIMPSON MST172 STRAPS Q WRAP W/1X CEDAR w Vi/ •"//--------1--H HUC612Z CONCEALED HANGER- o co PROVIDE ADDITIONAL, FULL HEIGHT STUDS IN WALL CAVITY FOR HANGER N I HUC612Z CONCEALED HANGER PROVIDE CONNECTION AS NECESSARY ADDITIONAL, FULL HEIGHT STUDS IN WALL CAVITY FOR HANGER CONNECTION AS NECESSARY .00 ALIGN RIDGE LINE WITH EXISTING REMOVE EXISTING OVERHANG TO WALL LINE TIE \ / \ / NEW FRAMING AND SHEATHING IN AT WALL 24x48 skylight 24x48 skylight 4 ALIGN EAVE LINES WITH EXISTING LINE-PROVIDE STRAPS AS SHOWN OVER NEW / \ / \ o AND EXISTING ROOF SHEATHING N SIMPSON ST18 straps at 72"o.c. Q CONT. METAL GUTTERS- - - m 0 TIE INTO EXISTING 1- co -1 -et co o X N I A -_ in X \ / X III III A103 �, skylightcc 24x48 skylight o / \ -1 LU co CONT. METAL GUTTERS-TIE INTO EXISTING c-i cc 0.010# --____............211 RB3:5.5"x15"GLB ��. .. .. .. .. .. .. .. .. .. .. .. 9878 Registered µ ARCHITECT 6X6 D.F.#1 WRAPPED POST W/ECCL66Z 6X6 D.F.#1 WRAPPED POST W/ECCR66Z Jw--) Michael G. Underwood 6X6 KING POST State of Washington Section 3 A4 - Roof Framing Plan 9/22/21 A 1/4" = 1'-0" 1/4" = 1'-0" Permit Set Project name: A Gere Family A103 NEW COVERED DECK(DECK ,7/ -BEXISTING HOUSE I REPLACED,ROOF ADDED) kl ok103 Deck t EXISTING RESIDENCE(NO CHANGE) M. �l �l �, �, ,� ' Replacement Project Address: 3703 Bullock Ct. RJ1:2x10 D.F.#2 rafters at 24"O.C. _ Anacortes, WA 98221 DN - Project Year: 2021 J Issue Date: 09/15/2021 b o - - Revisions 75 E) Proposed Deck No. Date Description -' 633 SF Q .. railing to be 36"h from top of finish decking w1 11 �� 1 11\ 36"HIGH AFF RAILING a, i - -- „, ' H � o A103 V v - - DECK PLAN , ROOF �' FRAMING PLAN a) 6X6 D.F.#1 FULL HEIGHT COLUMN 6X6 D.F.#1 FULL HEIGHT COLUMN 7 MAX. RISER:7.5" SECTIONS & U MIN.TREAD:10.5" 4'-0" 21'-5" 22'-7" VERIFY WIDTH WITH EXISTING ROOF GABLE, FRAMING TO ALIGN WITH E ROOF v - / / 47' 11" / / DETAILS 1 ii / / 4 0 0 R . . Bu ildin, , B } g Section A3 - Proposed Deck Plan Al 03 w 1/4" = 1'-0" (1 ) 1/4" = 1'-0" 9/30/2021 7:47:50 PM OgCODE c __ .]4' Cie I I I II eel 7-- _ i m n_ A ��FIELDi13e� _ l , '' -r jti./ r --\ ._ (• `t UNDERWOOD &ASSOCIATES,LLC 1005 4th Street anacortes, washington 98221 360.588.0471 mike underwood,AIA www.underwoodarchitecture.com EXISTING GABLE ROOF TO BE EXTENDED OVER DECK AREA // A' MATCH EXISTING EAVE IIV /may _ � 7 ------ - - - - - - - - - = o J . — 6x6 d fj# 1 cont.post coO Add Ili IIMI f j7P:,,,..::..............,...,.. ...Ta " rn NEW 36 HIGH RAILING MEASURED FROM TOP OF FINISHED DECKING-STYLE OF N — INI CD RAILING SUBJECT TO CHANGE / ' i II II II II II II II II II II \ 0104.111111 , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III III III III III III EXISTING WINDOWS TO REMAIN A 9878 / 4.:17: ------ --loo:olo A102 Registered tered Ai 1111111.-- M..- -.4441111111111111 - 0 ill ---. io,„ :---1 1.,........,..i,d, v .................._ A102 ARCHITECT Perspective ►° South Elevation ,w_i Michael G. derwood 4 1/4" = 11-0" State of Washington 9/22/21 A A Permit Set A103 A103 24X48 SKYLIGHTS I, li— Project name: Gere Family i I , i Deck Replacement Project Address: 3703 Bullock Ct. Anacortes, WA 98221 Project Year: 2021 Issue Date: 09/15/2021 B 1 0\ 1 I 1 ll tI ■ A102 o Revisions ■ jr 11 1 I I . Ii I ■ No. Date Description u I� v 1 Q w v v 0 ris d A� v A102 I 1 Q 3 1 ill I I I"mrI I II III LI II 1 I I III III III III III I I 1 III III iiii• I I I I I I 1 EXTERIOR v II III III III III III III III III III III III III I � � � � � � � � � � � � � � � � ELEVATIONS U )West Elevation East Elevation ,0 00 1/4" = 1'-0" I I 1/4" = 1'-0" A201 9/30/2021 7:47:51 PM Unit Weights FLOOR LOADS floor 1 psf floor 2 psf deck psf top finish 0.0 0.0 4.5 substrate(top) none 0.0 none 0.0 none 0.0 substrate(bottom) none 0.0 none 0.0 none 0.0 insulation none - 0.0 0.0 0.0 16'oc framing none 0.0 none 0.0 2x12 3.5 bottom finish none 0.0 none 0.0 none 0.0 pipes/misc none 0.0 none 0.0 none 0.0 total 0.0 total 0.0 none 8.0 - ROOF LOADS flat roof psf sloped roof psf roof deck psf top finish none 0.0 Composition 3.5 nonl 0.0 shingles membraine none 0.0 I 1.0 none 0.0 insulation above non 0.0 Iiiiie 0.0 none 0.0 plywood 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 ' 0.0 0.0 none 0.0 bottom finish none 0.0 lx wood 1.8 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 11.6 total 0.0 WALL LOADS Interior Wall psf Exterior wall psf outer finish none 0.0 0.0 rigid insulation none i 0.0 0.0 fire layer none 0.0 0.0 substrate none 0.0 none 0.0 16'oc framing none 0.0 none 0.0 insulation non 0.0 0.0 interior finish none 0.0 none 0.0 total 0.0 total 0.0 Basis of design SIMPLE BEAM - Uniform Load Job Gere Residence Deck Beam number: DB1.xlsm Species/beam type 5.5" BC GLB 24f Level: level 1 span I 21.50 feet location or line: Deck BEAM repetitive no Type: beam Fb load modifier normal load Use: Floor 1"deflection in 360 inches 8-Oct-21 design description area type load plf Beam Width b: 5.50 inch Live Loads weight per foot: 36.4 lbs LL floor 4.0 sf residential 40.0 = 160 LL attic 0.0 sf ordinary 10.0 = 0 Fv: 265.00 160 E: 1.8 x10^6 LL roof 0.0 sf 4 to 12:12 16.0 = 0 0 fc(perpend.): 1100 Dead Loads fc(post): 1650 floor 1 0.0 sf 0.0 = 0 floor 2 0.0 sf 0.0 = 0 deck 4.0 sf 8.0 = 32 Fb: 2400 flat roof 0.0 sf 0.0 = 0 load modifier(Im): 1.00 sloped roof 0.0 sf 11.6 = 0 repetitive factor(rf): 1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 2,400 Interior Wall 0.0 sf 0.0 = 0 Exterior wall 0.0 sf 0.0 = 0 - Beam_ 1.0 @ 16.7 = 17 design deflection A: 0.72 inch 49 snow loads deck 4.0 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 160 plf uniform w= 209 pfl total DL= dead load 49 plf total S = snow load 0 plf R1 R2 Floor DL+LL 209 # Combinations= n/a n/a # 2,243 2,243 Combo= (largest combination) 209 total from above= 0 Governing W= wi 209 # reaction V= R= 2 2,243 # try beam height d = 12.000 inches 1 .5C1 bd ft 359 #beam Bending moment M = w$2 12,058 ft/# section modulus S= bhz 132 inA3 factor of safety 6 check bending Fb= s 1096 < 2400 (design Fb) PASS 2.2 Shear 1.5V horizontal shear Fv= bd 51 < 265 (design Fv) PASS 5.2 Deflection moment of inertia I = bd^3 792 in^4 12 deflection D= *w(I^4) 0.70 inch < 0.72 (design A) PASS 1.0 384 E*I Use Beam= 5.5" x 12.000 BC GLB 24f SIMPLE BEAM - Uniform Load (cont.) Job Gere Residence Deck Beam number: DB1.xlsm Posts and Connections load + above + above = total axial load reaction-Ra= 2,243 + 0 + 0 = 2,243 lbs post a reaction -Rb= 2,243 + 0 + 0 = 2,243 lbs post b post R1 post R2 unsupported I = 9.0 ft 9.0 ft post material = (2)2x DF-L #2 (2)2x DF-L #2 fc(post)= 1350 fc(post): 1350 post depth = 3.00 inches 3.00 inches post width = 5.50 inches 5.50 inches crit. dim. = 3.00 inches 3.00 inches l/d = 36.0 < 50.0 PASS 36.0 < 50.0 PASS cross sec. req. = 1.7 in^2 1.7 in^2 Post area = 16.5 in^2 > 1.7 PASS 16.5 in^2 > 1.7 PASS Post Cap = Post Base = footing soil bearing = 1500 psf from basis of design req'd = reaction/soil Ra = 2243 # Rb= 2243 # 1.5 ft^2 1.5 ft^2 min. _I 14.7 I in-sq _ min.=I 14.7 I in-sq Use: Post and Footing "R1" P = 2,243 # 3.00 x 5.50 ---.__ ___ (2)2x DF-L #2 post 6.00 in-thk 0 0 (2)#4's e.w. 16.00 in-sq Use: Post and Footing "R2" P = 2,243 # 3.00 x 5.50 _ (2)2x DF-L #2 post /�. 6.00 in-thk • 0 �-- < > (2)#4's e.w. 16.00 in-sq SIMPLE BEAM - Uniform Load Job Gere Residence Deck Beam number: DB2.xlsm Species/beam type 6x DF-L #2 Level: level 1 span I 11.00 feet location or line: Deck BEAM repetitive no Type: beam Fb load modifier normal load Use: Floor 1"deflection in 360 inches 8-Oct-21 design description area type load plf Beam Width b: 5.50 inch Live Loads weight per foot: 32.0 lbs LL floor 9.0 sf residential 40.0 = 360 LL attic 0.0 sf ordinary 10.0 = 0 F v: 170.00 360 E: 1.3 x10^6 LL roof 0.0 sf 4 to 12:12 16.0 = 0 0 fc(perpend.): 625 Dead Loads fc(post): 1350 floor 1 0.0 sf 0.0 = 0 floor 2 0.0 sf 0.0 = 0 deck 9.0 sf 8.0 = 72 Fb: 900 flat roof 0.0 sf 0.0 = 0 load modifier(Im): 1.00 sloped roof 0.0 sf 11.6 = 0 repetitive factor(rf): 1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 900 Interior Wall 0.0 sf 0.0 = 0 Exterior wall 0.0 sf 0.0 = 0 - Beam_ 1.0 @ 13.8 = 14 design deflection A: 0.37 inch 86 snow loads deck 9.0 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 360 plf uniform w= 446 pfl total DL= dead load 86 plf total S = snow load 0 plf R1 R2 Floor DL+LL 446 # Combinations= n/a n/a # 2,452 2,452 Combo= (largest combination) 446 total from above= 0 Governing W= wi 446 # reaction V= R= 2 2,452 # try beam height d = 11.250 inches I16 bd ft 151 #beam Bending moment M = w8 2 6,742 ft/# section modulus S= bh2 116 inA3 factor of safety 6 _ check bending Fb= s 697 < 900 (design Fb) PASS 1.3 Shear 1.5V horizontal shear Fv= bd 59 < 170 (design Fv) PASS 2.9 Deflection moment of inertia I = bd^3 653 in^4 12 deflection D= *w(i^4) 0.17 inch < 0.37 (design A) PASS 2.1 384 E*I Use Beam= 6x x 11.250 DF-L#2 SIMPLE BEAM - Uniform Load (cont.) Job Gere Residence Deck Beam number: DB2.xlsm Posts and Connections load + above + above = total axial load reaction-Ra= 2,452 + 0 + 0 = 2,452 lbs post a reaction -Rb= 2,452 + 0 + 0 = 2,452 lbs post b post R1 post R2 unsupported I = 9.0 ft 9.0 ft post material = (2)2x DF-L #2 (2)2x DF-L #2 fc(post)= 1350 fc(post): 1350 post depth = 3.00 inches 3.00 inches post width = 5.50 inches 5.50 inches crit. dim. = 3.00 inches 3.00 inches l/d = 36.0 < 50.0 PASS 36.0 < 50.0 PASS cross sec. req. = 1.8 in^2 1.8 in^2 Post area = 16.5 in^2 > 1.8 PASS 16.5 in^2 > 1.8 PASS Post Cap = Post Base = footing soil bearing = 1500 psf from basis of design req'd = reaction/soil Ra = 2452 # Rb= 2452 # 1.6 ft^2 1.6 ft^2 min. _I 15.3 I in-sq _ min.=I 15.3 I in-sq Use: Post and Footing "R1" P = 2,452 # 3.00 x 5.50 (2)2x DF-L #2 post 6.00 in-thk 0 0 (2)#4's e.w. 16.00 in-sq Use: Post and Footing "R2" P = 2,452 # 3.00 x 5.50 __, (2)2x DF-L #2 post 6.00 in-thk • 0 ---- < 2 (2)#4's e.w. 16.00 in-sq SIMPLE BEAM - Uniform Load Job Gere Residence Deck Beam number: DB3.xlsm Species/beam type 6x DF-L #2 Level: level 1 span I 11.00 feet location or line: Deck BEAM repetitive no Type: beam Fb load modifier normal load Use: Floor 1"deflection in 360 inches 8-Oct-21 design description area type load plf Beam Width b: 5.50 inch Live Loads weight per foot: 32.0 lbs LL floor 4.5 sf residential 40.0 = 180 LL attic 0.0 sf ordinary 10.0 = 0 Fv: 170.00 180 E: 1.3 x10^6 LL roof 0.0 sf 4 to 12:12 16.0 = 0 0 fc(perpend.): 625 Dead Loads fc(post): 1350 floor 1 0.0 sf 0.0 = 0 floor 2 0.0 sf 0.0 = 0 deck 4.5 sf 8.0 = 36 Fb: 900 flat roof 0.0 sf 0.0 = 0 load modifier(Im): 1.00 sloped roof 0.0 sf 11.6 = 0 repetitive factor(rf): 1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 900 Interior Wall 0.0 sf 0.0 = 0 Exterior wall 0.0 sf 0.0 = 0 - Beam_ 1.0 @ 13.8 = 14 design deflection A: 0.37 inch 50 snow loads deck 4.5 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 180 plf uniform w= 230 pfl total DL= dead load 50 plf total S = snow load 0 plf R1 R2 Floor DL+LL 230 # Combinations= n/a n/a # 1,264 1,264 Combo= (largest combination) 230 total from above= 0 Governing W= wi 230 # reaction V= R= 2 1,264 # try beam height d = 11.250 inches 5.16 bd ft 151 #beam Bending moment M = w8 2 3,475 ft/# section modulus S= bh2 116 inA3 factor of safety 6 check bending Fb= s 359 < 900 (design Fb) PASS 2.5 Shear 1.5V horizontal shear Fv= bd 31 < 170 (design Fv) PASS 5.5 Deflection moment of inertia I = bd^3 653 in^4 12 deflection D= *w(i^4) 0.09 inch < 0.37 (design A) PASS 4.1 384 E*I Use Beam= 6x x 11.250 DF-L#2 SIMPLE BEAM - Uniform Load (cont.) Job Gere Residence Deck Beam number: DB3.xlsm Posts and Connections load + above + above = total axial load reaction-Ra= 1,264 + 0 + 0 = 1,264 lbs post a reaction -Rb= 1,264 + 0 + 0 = 1,264 lbs post b post R1 post R2 unsupported I = 9.0 ft 9.0 ft post material = (2)2x DF-L #2 (2)2x DF-L #2 fc(post)= 1350 fc(post): 1350 post depth = 3.00 inches 3.00 inches post width = 5.50 inches 5.50 inches crit. dim. = 3.00 inches 3.00 inches l/d = 36.0 < 50.0 PASS 36.0 < 50.0 PASS cross sec. req. = 0.9 in^2 0.9 in^2 Post area = 16.5 in^2 > 0.9 PASS 16.5 in^2 > 0.9 PASS Post Cap = Post Base = footing soil bearing = 1500 psf from basis of design req'd = reaction/soil Ra = 1264 # Rb= 1264 # 0.8 ft^2 0.8 ft^2 min. _I 11.0 il in-sq min.=I 11.0 I in-sq Use: Post and Footing "R1" P = 1,264 # 3.00 x 5.50 s (2)2x DF-L #2 post 6.00 in-thk 210 0 /--2< (2)#4's e.w. 16.00 in-sq Use: Post and Footing "R2" P= 1,264 # 3.00 x 5.50 -_ 1 (2)2x DF-L #2 post 6.00 in-thk • 0 (2)#4's e.w. 16.00 in-sq SIMPLE BEAM - Uniform Load Job Gere Residence Deck Beam number: DJ1.xlsm Species/beam type 2X DF-L #2 Level: level 1 span I 10.00 feet location or line: Deck Joist repetitive no Type: rafter/joist Fb load modifier normal load Use: Floor 1"deflection in 360 inches 8-Oct-21 design description area type load plf Beam Width b: 1.50 inch Live Loads weight per foot: 32.0 lbs LL floor 1.5 sf residential 40.0 = 60 LL attic 0.0 sf ordinary 10.0 = 0 F v: 180.00 60 E: 1.6 x10^6 LL roofl 0.0 sf 4 to 12:12 16.0 = 0 0 fc(perpend.): 625 Dead Loads fc(post): 1350 floor 1 0.0 sf 0.0 = 0 floor 2 1.5 sf 14.0 = 21 deck 0.0 sf 8.0 = 0 Fb: 900 flat roof 0.0 sf 0.0 = 0 load modifier(Im): 1.00 sloped roof 0.0 sf 11.6 = 0 repetitive factor(rf): 1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 900 Interior Wall 0.0 sf 0.0 = 0 Exterior wall 0.0 sf 0.0 = 0 - Beam_ 1.0 @ 3.1 = 3 design deflection A: 0.33 inch 24 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 60 plf uniform w= 84 pfl total DL= dead load 24 plf total S = snow load 0 plf R1 R2 Floor DL+LL 84 # Combinations= n/a n/a # 421 421 Combo= (largest combination) 84 total from above= 0 Governing W= wl 84 # reaction V= R= z 421 # try beam height d = 9.250 inches I 1.16 bd ft 31 #beam Bending moment M = w8 2 1,051 ft/# section modulus S= bh2 21 inA3 factor of safety 6 check bending Fb= s 590 < 900 (design Fb) PASS 1.5 Shear 1.5V horizontal shear Fv= bd 45 < 180 (design Fv) PASS 4.0 Deflection moment of inertia I = bd^3 99 in^4 12 deflection D= *w(I^4) 0.12 inch < 0.33 (design A) PASS 2.8 384 E*I Use Beam= 2x x 9.250 DF-L#2 SIMPLE BEAM - Uniform Load (cont.) Job Gere Residence Deck Beam number: DJ1.xlsm Posts and Connections load + above + above = total axial load reaction-Ra= 421 + 0 + 0 = 421 lbs post a reaction -Rb= 421 + 0 + 0 = 421 lbs post b post R1 post R2 unsupported I = 9.0 ft 9.0 ft post material = (2)2x DF-L #2 T (2)2x DF-L #2 fc(post)= 1350 fc(post): 1350 post depth = 3.00 inches 3.00 inches post width = 5.50 inches 5.50 inches crit. dim. = 3.00 inches 3.00 inches l/d = 36.0 < 50.0 PASS 36.0 < 50.0 PASS cross sec. req. = 0.3 in^2 0.3 in^2 Post area = 16.5 in^2 > 0.3 PASS 16.5 in^2 > 0.3 PASS Post Cap = Post Base = footing soil bearing = 1500 psf from basis of design req'd = reaction/soil Ra = 421 # Rb= 421 # 0.3 ft^2 0.3 ft^2 min. _I 6.4 I in-sq _ min.=I 6.4 I in-sq Use: Post and Footing "R1" P = 421 # 3.00 x 5.50 (2)2x DF-L #2 post 6.00 in-thk 0 0 (2)#4's e.w. 16.00 in-sq Use: Post and Footing "R2" P = 1421 # 3.00 x 5.50 --_____ • (2)2x DF-L #2 post 6.00 in-thk • 0 < > (2)#4's e.w. 16.00 in-sq SIMPLE BEAM - Uniform Load Job Gere Residence Deck Beam number: RB1.xlsm Species/beam type 5.5" BC GLB 24f Level: level 1 span I 18.00 feet location or line: Roof Eave Beam repetitive no Type: beam Fb load modifier normal load Use: Floor 1"deflection in 360 inches 8-Oct-21 design description area type load plf Beam Width b: 5.50 inch Live Loads weight per foot: 36.4 lbs LL floor 0.0 sf residential 40.0 = 0 LL attic 0.0 sf ordinary 10.0 = 0 Fv: 265.00 0 E: 1.8 x10^6 LL roofl 11.0 sf 4 to 12:12 16.0 = 176 176 fc(perpend.): 1100 Dead Loads fc(post): 1650 floor 1 0.0 sf 0.0 = 0 floor 2 0.0 sf 0.0 = 0 deck 0.0 sf 8.0 = 0 Fb: 2400 flat roof 0.0 sf 0.0 = 0 load modifier(lm): 1.00 sloped roof 11.0 sf 11.6 = 127 repetitive factor(rf): 1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 2,400 Interior Wall 0.0 sf 0.0 = 0 Exterior wall 0.0 sf 0.0 = 0 Beam_ 1.0 @ 16.7 = 17 design deflection A: 0.60 inch 144 snow loads deck 0.0 sf 25.0 = 0 flat roof 0.0 sf 25.0 = 0 sloped roof 11.0 sf 25.0 = 0 roof deck 0.0 sf 25.0 = 0 total LLR= roof live load 176 plf 0 total LL= live load 176 plf uniform w= 320 pfl total DL= dead load 144 plf total S = snow load 0 plf R1 R2 Floor DL+LL 320 # Combinations= n/a n/a # 2,878 2,878 Combo= (largest combination) 320 total from above= 0 Governing W= wi 320 # reaction V= R= 2 2,878 # try beam height d = 12.000 inches 1 .5C1 bd ft 300 #beam Bending moment M = w$2 12,949 ft/# section modulus S= bhz 132 inA3 factor of safety 6 check bending Fb= s 1177 < 2400 (design Fb) PASS 2.0 Shear 1.5V horizontal shear Fv= bd 65 < 265 (design Fv) PASS 4.1 Deflection moment of inertia I = bd^3 792 in^4 12 deflection D= *w(I^4) 0.53 cinch < 0.60 (design A) PASS 1.1 384 E*I Use Beam= 5.5" x 12.000 BC GLB 24f SIMPLE BEAM - Uniform Load (cont.) Job Gere Residence Deck Beam number: RB1.xlsm Posts and Connections load + above + above = total axial load reaction-Ra= 2,878 + 0 + 0 = 2,878 lbs post a reaction -Rb= 2,878 + 0 + 0 = 2,878 lbs post b post R1 post R2 unsupported I = 9.0 ft 9.0 ft post material = (2)2x DF-L #2 (2)2x DF-L #2 fc(post)= 1350 fc(post): 1350 post depth = 3.00 inches 3.00 inches post width = 5.50 inches 5.50 inches crit. dim. = 3.00 inches 3.00 inches l/d = 36.0 < 50.0 PASS 36.0 < 50.0 PASS cross sec. req. = 2.1 in^2 2.1 in^2 Post area = 16.5 in^2 > 2.1 PASS 16.5 in^2 > 2.1 PASS Post Cap = Post Base = footing soil bearing = 1500 psf from basis of design req'd = reaction/soil Ra = 2878 # Rb= 2878 # 1.9 ft^2 1.9 ft^2 min. _I 16.6 I in-sq min.=I 16.6 I in-sq Use: Post and Footing "R1" P = 2,878 # 3.00 x 5.50 (2)22 GF-L ##2 post 6.00 in-thk 0 0 (2)#4's e.w. 16.00 in-sq Use: Post and Footing "R2" P = 2,878 # 3.00 x 5.50 (2)2x DF-L #2 post 6.00 in-thk • 0 (2)#4's e.w. 16.00 in-sq SIMPLE BEAM - Uniform Load Job Gere Residence Deck Beam number: RB2.xlsm Species/beam type 5.5" BC GLB 24f Level: level 1 span I 18.00 feet location or line: Roof Eave Beam repetitive no Type: beam Fb load modifier normal load Use: Floor 1"deflection in 360 inches 8-Oct-21 design description area type load plf Beam Width b: 5.50 inch Live Loads weight per foot: 36.4 lbs LL floor 0.0 sf residential 40.0 = 0 LL attic 0.0 sf ordinary 10.0 = 0 Fv: 265.00 0 E: 1.8 x10^6 LL roof 7.5 sf 4 to 12:12 16.0 = 120 120 fc(perpend.): 1100 Dead Loads fc(post): 1650 floor 1 0.0 sf 0.0 = 0 floor 2 0.0 sf 0.0 = 0 deck 0.0 sf 8.0 = 0 Fb: 2400 flat roof 0.0 sf 0.0 = 0 load modifier(Im): 1.00 sloped roof 7.5 sf 11.6 = 87 repetitive factor(rf): 1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 2,400 Interior Wall 0.0 sf 0.0 = 0 Exterior wall 0.0 sf 0.0 = 0 Beam_ 1.0 @ 16.7 = 17 design deflection A: 0.60 inch 103 snow loads deck 0.0 sf 25.0 = 0 flat roof 0.0 sf 25.0 = 0 sloped roof 7.5 sf 25.0 = 0 roof deck 0.0 sf 25.0 = 0 total LLR= roof live load 120 plf 0 total LL= live load 120 plf uniform w= 223 pfl total DL= dead load 103 plf total S = snow load 0 plf R1 R2 Floor DL+LL 223 # Combinations= n/a n/a # 2,010 2,010 Combo= (largest combination) 223 total from above= 0 Governing W= wi 223 # reaction V= R= 2 2,010 # try beam height d = 12.000 inches 1 .5C1 bd ft 300 #beam Bending moment M = w$2 9,044 ft/# section modulus S= bhz 132 inA3 factor of safety 6 _ check bending Fb= s 822 < 2400 (design Fb) PASS 2.9 Shear 1.5V horizontal shear Fv= bd 46 < 265 (design Fv) PASS 5.8 Deflection moment of inertia I = bd^3 792 in^4 12 deflection D= *w(I^4) 0.37 inch < 0.60 (design A) PASS 1.6 384 E*I Use Beam= 5.5" x 12.000 BC GLB 24f SIMPLE BEAM - Uniform Load (cont.) Job Gere Residence Deck Beam number: RB2.xlsm Posts and Connections load + above + above = total axial load reaction-Ra= 2,010 + 0 + 0 = 2,010 lbs post a reaction -Rb= 2,010 + 0 + 0 = 2,010 lbs post b post R1 post R2 unsupported I = 9.0 ft 9.0 ft post material = (2)2x DF-L #2 (2)2x DF-L #2 fc(post)= 1350 fc(post): 1350 post depth = 3.00 inches 3.00 inches post width = 5.50 inches 5.50 inches crit. dim. = 3.00 inches 3.00 inches l/d = 36.0 < 50.0 PASS 36.0 < 50.0 PASS cross sec. req. = 1.5 in^2 1.5 in^2 Post area = 16.5 in^2 > 1.5 PASS 16.5 in^2 > 1.5 PASS Post Cap = Post Base = footing soil bearing = 1500 psf from basis of design req'd = reaction/soil Ra = 2010 # Rb= 2010 # 1.3 ft^2 1.3 ft^2 min. _I 13.9 I in-sq _ min.=I 13.9 I in-sq Use: Post and Footing "R1" P = 2,010 # 3.00 x 5.50 (2)2x DF-L #2 post 6.00 in-thk 0 0 (2)#4's e.w. 16.00 in-sq Use: Post and Footing "R2" P = 12,010 # 3.00 x 5.50 - • (2)2x DF-L #2 post n. 6.00 in-thk • 0 < > (2)#4's e.w. 16.00 in-sq Uniform Load with single point Job Gere Residence Deck Beam number: RB3.xlsm Species/beam type 5.125" BC GLB 24f Level: roof span 21.50 feet location or line: KING BEAM load modifier(Im)= normal load Type: beam 1"deflection in 360 inches Use: Floor design descnpt!on I area type load plf Beam Width b= 5.13 inch Live Loads weight per foot= 36.4 lbs LL floor 0.0 sf residential 40.0 = 0 LL attic 0.0 sf ordinary 10.0 = 0 Fv: 265 0 E: 1.8 x10^6 LL roof' 3.0 sf 4 to 12:12 16.0 = 481 48 Fb= 2,400 Dead Loads load modifier(Im)= 1.00 floor 1 0.0 sf 0.0 = 0 Fb: modified = 2,400 floor 2 0.0 sf 0.0 = 0 deck 0.0 sf 8.0 = 0 flat roof 0.0 sf 0.0 = 0 fc(perpend.): 1,100 sloped roof 3.0 sf 11.6 = 35 fc(post): 1,650 roof deck 0.0 sf 0.0 = 0 Interior Wall 0.0 sf 0.0 = 0 Exterior wall 0.0 sf 0.0 = 0 design deflection A= 0.72 inch Beam 1.0 @ 19.4 = 19 54 snow loads deck 0.0 sf 25.0 = 0 flat roof 0.0 sf 25.0 = 0 sloped roof 3.0 sf 25.0 = 0 roof deck 0.0 sf 25.0 = 0 total LLR= roof live load 48 plf 0 total LL= live load 48 plf P= 2,878 # total DL= dead load 54 plf a= 10.8 �I total S = snow load 0 plf y uniform w= 102 pfl Floor DL+LL 102 # Combinations: n/a n/a # R1 t't 2,536 2,536 Governing W: (largest combination) 102 # total point load 2,878 @ a= 10.8 b= 10.7 Pb V1 = R1= i 2,536 # V2= R2= Pa 2,536 # try beam height d: 15.00 inches n 0.5 bd ft 418 # beam I Bending WIA2 moment uniform w= 8 5,898 feet/# moment Mpo;,,t= Pibb 15,468 feet/# Total Moment= 21,366 feet/# section modulus S= bd^2 192 inA3 factor of safety 6 check bending Fb= S 111 < 2,400 (design Fb) PASS 21.6 Single Point Shear 3V horizontal shear Fv= 2bd 49 < 265 (design Fv) PASS 5.4 Uniform Load with single point(Cont.) Job= Gere Residence Deck Beam Number= RB3.xlsm Deflection moment of inertia I = bd23 1,441 inA4 deflection -_ 5 wl4 Pab(a+2b)VV13a(a +2b) '384 El' + 27Ell 0.59 inch < 0.72 (design A) PASS 1.2 Use Beam = 5.125" BC GLB 24f x 15.00 Single Point Posts and Connections load + above + above = total axial load reaction -Ra 2,536 + 6769.0 + -2829.0 = 6,476 lbs post a reaction-Rb 2,536 _ + .0 + .0 = 2,536 lbs post b post @ R1 post @ R2 unsupported I = 12.0 ft 12.0 ft post material: (2)2x DF-L #2 (2)2x DF-L #2 fc(post): 1350 fc(post): 1350 post width 3.00 inches 3.00 inches post depth 5.50 inches 5.50 inches crit. dim. = 3.00 7 inches 3.00 inches l/d = 48.0 < 50.0 PASS 48.0 < 50.0 IPASS cross sec. req. = 4.8 inA2 1.9 inA2 Post area = 16.5 inA2 > 4.8 PASS 16.5 inA2 > 1.9 IPASS Post Cap= Base= footing soil bearing = 1500 psf req'd = reaction/soil Ra= 6476 # Rb = 2536 # 4.3 ft^2 1.7 ft^2 24.9 I in-sq I 15.6 I in-sq Use : Post and Footing "R1" P= 6,476 # l 3.00 x 5.50 • (2)2x DF-L #2 post 12.00 in -thk 0 0 < (3)#4's e.w. 30.00 in-sq Use : Post and Footing "R2" P= 2,536 # l 3.00 x 5.50 • (2)2x DF-L #2 post 7.00 in -thk •• (2)#4's e.w. 16.00 in-sq Single Point SIMPLE BEAM - Uniform Load Job Gere Residence Deck Beam number: RJ1.xlsm Species/beam type 2X DF-L #2 Level: level 1 span / 11.00 feet location or line: Deck Rafters repetitive no Type: rafter/joist Fb load modifier normal load Use: Floor 1"deflection in 360 inches 8-Oct-21 design description area type load plf Beam Width b: 1.50 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 x10^6 LL roof 2.0 sf 4 to 12:12 16.0 = 32 32 fc(perpend.): 625 Dead Loads fc(post): 1350 floor 1 0.0 sf 0.0 = 0 floor 2 0.0 sf 0.0 = 0 deck 0.0 sf 8.0 = 0 Fb: 900 flat roof 0.0 sf 0.0 = 0 load modifier(lm): 1.00 sloped roof 2.0 sf 12.3 = 25 repetitive factor(rf): 1.00 roof deck 0.0 sf 0.0 = 0 Fb: modified: 900 Interior Wall 0.0 sf 0.0 = 0 Exterior wall 0.0 sf 0.0 = 0 - Beam_ 1.0 @ 3.1 = 3 design deflection A: 0.37 inch 28 snow loads deck 0.0 sf 25.0 = 0 flat roof 0.0 sf 25.0 = 0 sloped roof 2.0 sf 25.0 = 0I roof deck 0.0 sf 25.0 = 0 total LLR= roof live load 32 plf 0 total LL= live load 32 plf uniform w= 60 pfl total DL= dead load 28 plf total S = snow load 0 plf R1 R2 Floor DL+LL 60 # Combinations= n/a n/a # 328 328 Combo= (largest combination) 60 total from above= 0 Governing W= wi 60 # reaction V= R= z 328 # try beam height d = 9.250 inches I 1.16 bd ft 34 #beam Bending moment M = '�' ZZ 901 ft/# 8 section modulus S= bh2 21 inA3 factor of safety 6 check bending Fb= s 506 1 < 900 (design Fb) PASS 1.8 Shear 1.5V horizontal shear Fv= bd 35 < 180 (design Fv) PASS 5.1 Deflection moment of inertia I = bd^3 99 in^4 12 deflection D= *w(I^4) 0.12 inch < 0.37 (design A) PASS 3.0 384 E*I Use Beam= 2x x 9.250 DF-L#2 SIMPLE BEAM - Uniform Load (cont.) Job Gere Residence Deck Beam number: RJ1.xlsm Posts and Connections load + above + above = total axial load reaction-Ra= 328 + 0 + 0 = 328 lbs post a reaction -Rb= 328 + 0 + 0 = 328 lbs post b post R1 post R2 unsupported I = 9.0 ft 9.0 ft post material = (2)2x DF-L #2 T (2)2x DF-L #2 fc(post)= 1350 fc(post): 1350 post depth = 3.00 inches 3.00 inches post width = 5.50 inches 5.50 inches crit. dim. = 3.00 inches 3.00 inches l/d = 36.0 < 50.0 PASS 36.0 < 50.0 PASS cross sec. req. = 0.2 in^2 0.2 in^2 Post area = 16.5 in^2 > 0.2 PASS 16.5 in^2 > 0.2 PASS Post Cap = Post Base = footing soil bearing = 1500 psf from basis of design req'd = reaction/soil Ra = 328 # Rb= 328 # 0.2 ft^2 0.2 ft^2 min. _I 5.6 I in-sq _ min.=I 5.6 I in-sq Use: Post and Footing "R1" P = 328 # 3.00 x 5.50 (2)2x DF-L #2 post 6.00 ;n-thk ;O O l (2)#4's e.w. 16.00 in-sq Use: Post and Footing "R2" P = 1328 # 3.00 x 5.50 • (2)2x DF-L #2 post 6.00 in-thk • 0 < > (2)#4's e.w. 16.00 in-sq