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HomeMy WebLinkAboutPermit File BLD-2020-0419 508 4th Street ` Q''' Cityof Anacortes Invoice/Permit#: BLD-2020-0419 904 6th Street Applied date: 07/16/2020 P.O.Box 547 ^ Issue date: 07/22/2020 t/,! Anacortes, WA 98221-0547 Expire date: 01/18/2022 .- (360) 293-1901 Job Address: 508 4TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1612 Project: APN: P56508 Remarks: BUILD A DETACHED ADU. Plans replaced and re-reviewed 12/8/2020. Owner: CLARITY M MILLER Contractor: OWNER Address: 508 4TH ST Address: ANACORTES WA 98221-1612 Phone: Phone: License#: General Information: Fees: Use Zone MS Building Permit Fee 818.75 Building Valuation 75000 Plan Review Fee 532.19 Occupancy Group it-1 State Building Code Fee Resi 6.50 New or Replaced Hard Surface 958 Mechanical Permit Fees 96.25 Lot Area 6000 Plumbing Permit Fee 90.00 1st Floor Square Footage 264 Stormwater Review 46.80 2nd Floor Square Footage 70 Additional Plan Check 55.00 Stove,Appliance 1 Total Calculated: 1,645.49 #of Heat Pumps<=3 Hp 1 Deposits/Receipts: 1,590.49 #of Boilers<= 100,000 BTU 1 #of Range Hoods 1 Total Due: 55.00 #of Clothes Dryers 1 #of Clothes Washers 1 #of Dishwashers 1 #of Hose Bibs 1 #of Backflow Devices 1 #of Wall Heaters 1 #of Showers 1 #of Ventilation Fans 1 #of Kitchen Sinks 1 #of Hand Sinks 1 #of Water Closets (Toilets) 1 #of Water Heaters 1 #of Water Piping 1 ► '- Cityof Anacortes_ Invoice/Permit #: BLD-2020-0419 904 6th Street Applied date: 07/16/2020 _: `ftkinuillbeftwr. ., P.O.Box 547 Issue date: 07/22/2020 : ' Anacortes, WA 98221-0547 Am, s Expire date: 01/18/2022 -:„,., ,..., / (360) 293-1901 . 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 ex d this application and know the same to be true and correct. y✓ r SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY y PLANNING,COMMUNITY,& ECONOMIC DEVELOPMENT DEPARTMENT ` > Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 q� 1' Phone:(360)293-1901 ••AreStigoita T74 oa s� �� T t9 3 k e gb,,gyy'Md .A y e y .. �, S S' S` r 10.-r t3,. ,� ?� ., s �'i °1°E'��':�k`; ye F"a 3 ?� ?;'?��.:,� ;,�f,St�..ri {.. F,'*t✓;b',v } v: 1. PROPERTY INFORMATION • Project Address(Street,Suite#): Assessor Parcel Number: 500 t4'4 4fizeor P 56)503 Subdivision/Lot#: Zoning Designation: Lot area(size): (coop M5 (coop sq.ft, 2. TYPE OF PROJECT ❑ New SFR X, New Accessory Dwelling Unit: 0 Deck/porch(new/repair) El New Du lex ❑ Attached to Primary Unit p El Detached from Primary Unit ❑ Interior remodel ❑ New Addition to SFR 0 Garage,carport or accessory building ❑ Fence or retaining wall or duplex (new/repair) El Other: Project Summary: e.yU vriktfiav ACux7(7S45rty bW -WItVel v111 (350citeeiS . 4 r) 4 meioGtktvo V i l iiTY cow n,6 Tto1 ►5 o Ent67r wit Project Valuation: $ 7 5!/b C 0 3. PROPERTY OWNER INFORMATION Name:GtAgriY MIL,Leit Phone: Address(Street,City,State,Zip): Email Address: 11TH 6T2 ET CI82z1 Gc..4 Y71*-4I RQDVOCiakt1,-.. 4-v,M 4, CONTRACTOR INFORMATION Name:* OW MGM- tjvU•1Cl2./ SCE At34YE- 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 iAPplcant ❑ Pro Property Owner • Contractor to this project: Other(list below) Name: Dolt 1t ^J 6T6v 5� Phone: $OS 72, ' - ge43 3 Address(Street,City,State,Zip): Email Address: *2.* ‘F(®tz-G DR• }751-04H.g'vGMd -AlackI.GoNI krvoc&oli-t'GS t vik aS224 Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 5 of 18 Y PLANNING,COMMUNITY,& ECONOMIC DEVELOPMENT DEPARTMENT , Mailing Address: P.D. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 : Sy 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 l inne below. Name: No LeiVv02- 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 W7 the application has been deemed technically complete and sufficient for staff review. 9i5 I understand that if I submit incomplete, inaccurate,and/or erroneous information it will take the City longer to process my permits. I understand and acknowledge that I could be responsible for providing as-built drawings(on paper or electronically)as part of the project's certificate of occupancy process. ,,,L I understand and acknowledge that Special Inspections could be required as part of my project,and if needed I will be required to pay for the cost of these inspections. I understand and acknowledge that financial securities could be required as part of the work I am completing and I agree to provide the items needed for the City to calculate these securities and to provide the securities themselves. I understand that if permits are reviewed concurrently such as design review,site plan,traffic 017 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. 4 3 zo ( 1 Za. Signature Date ")vfrn ry 97617i41314 AKA ?E r Printed Name Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 6 of 18 •\,t" Y. .d PLANNING,COMMUNITY,& ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6'Street,Anacortes WA 98821 1 Phone: 360 293-1901 Semi SiAr filtE latilpgtWSNal,PARA RWPal 1. PROPERTY WHERE WORK IS OCCURRING DRESS: 5 og fort* ,O ram', Awiktorr2405I w A $zz PARCEL NUMBER(S) No 50$ 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:2 tt AREA SQUARE FOOTAGE OCCUPANCY GROUP CONSTRUCTION TYPE OCCUPANT LOAD 1"Floor: '3% (02,0 ) 45n2.. ¶/ 2'Floor: 3 Floor: Basement: Garage: Total deck: Total porch: Other: 142FT 13 r hel*(NGT) Other: Other: 3. QUESTIONS ABOUT THE PROPOSED STRUCTURE Is a fire sprinkler system being installed? ❑ YES NO Is a monitored fire alarm being installed? ❑ YES NO Are retaining wall(s)being built? ❑ YES ,® NO Are structural plans required? Ai YES ❑ NO 4. PROJECT SITE INFORMATION A. Is work within the City's right-of-way proposed? If yes,you will be required ❑ YES NO to submit a right-of-way permit application. If you have already submitted a ROW permit, list the permit number here: B. Is the property located in a flood zone? ❑ YES NO If yes, list the flood zone designation: C. Are there slopes in excess of 15%on or abutting the site? If yes,a ❑ YES 6:' NO geotechnical report will likely need to be submitted. Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 7 of 18 1 y �: PLANNING,COMMUNITY,& ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 '"P. °4'.<` Phone: (360)293-1901 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 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? g YES 0 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 in 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. -1;11-2 .—• 7 (i 3 ( ac zo Signature Date b' fr 1%► eft pkEWS A 12e-dif Printed Name Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 8 of 18 1, Y ra PLANNING,COMMUNITY,&ECONOMIC DEVELOPMENT DEPARTMENT `:: ,,. Mailing Address: P.D. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 f ''' ' 4 4 Phone: (360)293-1901 tam ,. w,. �r acw.! 4� S sa z as' ,s,K ;�i3' F.,, E�Y �'"�b'�-a4nf'/�y,�';° 41i , pg 4. a;4 s; rxr, f . .,..:x .a.;.M1 �... , .,— ,av:;'�,' .5��i% , 1,.: .. MECHANICAL Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: Elec#: BTU: Other#: -__- Wall Heater: Gas#: Elec#: I Other:#: Location(s): I Gas Water #: Location(s): -- Heat Pump: Elec#: 1 Other#: Capacity: 1 l 1'iop sly Air Conditioning: Elec#: Other#: Capacity: Radiant/Hydronic Gas#: Elec#: Other:#: Location(s): Exhaust Fans: Bath#: ( Laundry#: Other: I Range Hood: #: R Location(s): L-IVkW4 t Fireplace: Gas#: Elec#: Other:#: Location(s): Clothes Dryer&Duct: Gas#: Elec#: I Other:#: Location(s): t Stove/Range/Oven: Gas#: Elec#: ( Other:#: Location VI: 4 4 I Gas Piping/Outlet(s): #: Location(s): Boiler Gas#: Elec#: 1 BTUs: onyULocation(s): 6.1,.. Other: #: Location(s): TOTAL MECHANICAL OUTLETS: 7 PLUMBING Fixture Type(new and Total#: Fixture Type(new and relocated): Total#: relocated): Water Closet(Toilet): I Refrigerator water supply(for water/ice Kitchen Sink: I Pressure Reduction Valve/Pressure Regulator: Utility Sink: ^ Water Service Line: Ti. (e) HoU I Tub: --- Water Piping: **165 Hand Sink: I Clothes Washer: I Shower: I Electric Water Heater: Tank-less? Yes 0 I Dishwasher: ( Backflow Prevention Assembly: Hose Bib: I Other: TOTAL PLUMBING FIXTURES: t t Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 9 of 18 \11,r,) PLANNING,COMMUNITY,& ECONOMIC DEVELOPMENT DEPARTMENT Y Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 .S . Phone:(360)293-1901 *444:',;.P-p.i.,11.7A% 4'L.'7,fainitrak„84 341,,54 41:317-i';',17;14;rintnitil;-:Fs':i/f4,,,,,.‘„,.'-, iS,P,R1 ,'a�'.i�aM, e��_w��.� , ��.,.. s.A '�,s ',�ts`".`�i4'✓ ,',.��` a Y^a� dsa��.r ��ft4ss��,F,susi.14, ,+;' „`>`��r3iir 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: CJ o j t.f-ftil S-r PARCEL NUMBER(S) pc(050 S 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. Ali 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. l Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 12 of 18 y PLANNING,COMMUNITY,& ECONOMIC DEVELOPMENT DEPARTMENT ri Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 -(P '3o�' Phone:(360)293-1901 Land disturbance Description Total (SF) Total Area of Land disturbing activity I G Z15 Total area converted from vegetation to �} 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 twtLuq. l ( gD �' --' ! (Sidewalks,paths,patios,etc.)0,0F 92.5 Pollution Generating Hard Surface Area 0 "" (Driveways,parking areas,etc.) Total Hard Surface i;{7 8 D 0 1 t n l D Site Size a r ODD Existing impervious surface coverage% (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-E Iirreering kp_artment Forms website and provide required submittal items/plans. Check applicable box Minimum Requirements Determination CI Minimum Requirements#1-9. Minimum RegUire entS#1- .. R .Building Per ,,,,4Application Sub es ;s Updated Qctobe s,2019 W!i31rnum Requirement 2. �"r Page 13 of 18 y PLANNING,COMMUNITY,&ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: A.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 1t 1$�ar s Phone:(360)293-1901 FLOW CHART FOR D ETERMINING REQ,UIREMEN "S FOR NEW DEVELOPMENT Start Here Does the site have 35% Yes See Redevelopment Minimum or more of existing ---T Requirements and Flow Chart impervious coverage? (Figure 1-2 4.2), 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 +`A convert 2.5 acres or more of greater,of new plus ' native vegetation to pasture? replaced hard surface area? No Yes Yes Does the project result in 2,000 V --- square feet,or greater,of new plus All Minimum Requirements replaced hard surface area? apply to the new and replaced hard surfaces and converted Yes Na vegetation areas. Does the project have land Minimum Requirements#1 disturbing activities of 7,000 1 through#5 apply to the new Yes square feet or greater? and replaced hard surfaces and the land disturbed. 411:21 Minimum Requirement#2 applies. --------------- Figure I-2.4.1 Flow Chart for Determining Requirements for New Development DEPARTMENT OF Revised dune2015 ECOLOGY Please see Nip/4vww ecy vua goy/copyright hbnt for copyright notice including permissions State of Washington iirrntaton of liability,and disclaimer. Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 14 of 18 \ y 0 . PLANNING,COMMUNITY,&ECONOMIC DEVELOPMENT DEPARTMENT a ,,sub.a.e: Mailing Address: P.O. Box 547,Anacortes, WA 98221 ' Office Location:904 6th Street,Anacortes WA 98821 1 , ° S441• 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 I Does the land disturbing activity total 7,000 square feet or greater? Yes Na i Minimum Requirements#1 through#5 —-- •-- apply to the new and replaced hard Minimum Requirement#2 applies. surfaces and the land disturbed, Next Question Does the project add 5,000 square feet or more of new hard surfaces? L OR Convert%acres or more of vegetation to lawn or landscaped areas? OR Convert 2.5 acres or more of native vegetation to pasture? __ Yes i No All Minimum Requirements apply Next Question Is this a road to the new hard surfaces and the --•------------ 0 related project? —ThNo ii ✓ converted vegetation areas. . Yes I Does the project add 5,000 square feet or more of new hard surfaces? I 111 JJJ* ___., Yes II No It_Is the total of new plus replaced hard surfaces Do the new hard t 5,000 square feet or more, surfaces add 50%or 1 No FI o additional No AND more to the existing ► does the value of the proposed improvements requirements, includinginterior improvements-exceed hard surfaces within -t � A the project limits? I 50%of the assessed value(or replacement — — 3 ____I value)of the existing site improvements? {I All Minimum Requirements apply to the new and replaced t1�� Y@ hard surfaces and converted vegetation areas. Yes eftimaMI Figure 1-2,4.2 Flow Chart for Determining Requirements for Redevelopment DEPARTMENT OF Revised June2015 ECOLOGY Please see http.1/Wwue ecy.wa gov/copyrighf.html for copyright notice including permissions. State of Washington limitation of liability.and discla;rner Res.Building Permit Application Submittal Checklist . Updated October 10,2019 Page 15 of 18 `t rj PLANNING,COMMUNITY,& ECONOMIC DEVELOPMENT DEPARTMENT 7,Tree, Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 " q ",' ,k` Phone: (360)293-1901 IrgRZWerteMOYSAETIMWM.ZIMUMARV.293n 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: CJ"06 Gf"M 41 1 ! ANAccoig.'r5 tn!/t 'Sze,( PARCEL NUMBER{S) 12546 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 15t page) must include: • Site address • Parcel number V { • Lot number(if applicable) • 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. A tot Window and door sizes labeled and window ventilation area. Commercial, x Multi-Family,and Mixed-Use Structures must also include door and window A O schedules. ik Plumbing,duct,and electrical layout. Penetration protection must be shown. R t D.I )[, Opening headers,size, and material. 5 Cross section details,showing typical foundation,floor,wall,ceiling and roof j 360( construction and insulation. �o Structural members labeled as to size and spacing as well as bracing, blocking, bridging,special connectors, and anchor bolts. S' Details documenting energy code compliance. 1.002 , Exterior building elevations demonstrating compliance with applicable structure type design standards(small lot,duplex,or ADU)and maximum building height ��� Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 10 of 18 N.1(Y% PLANNING,COMMUNITY,& ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 Phone: (360)293-1901 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. • 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). Iv Insulation and insulation values of walls,slab,floors, and roof/ceiling. At 0 I, k)oG,ASO ). Existing and proposed grades with slope of lot shown. A WU Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 11 of 18 y �� PLANNING,COMMUNITY,& ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P,O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 „ \ Phone:(360)293-1901 •s��y;�',J .�..P c...rr`;'� 3`z s✓' x A .J.ti.ei.� `T a}.' � ' �.„$4,4 40,7,54,.., 0,7,5 'fix,.. '� z„mtY, �,.ces"ffi'st � 1. PROPERTY WHERE WORK IS OCCURRING ADDRESS: 9 ca$ " ! ril Sligo-L +'I AW4c�l€51 W�' qZ $Z I PARCEL � NLIMBERNS) 1 5(Q5ob 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) a Name,address, and telephone number of Applicant(if different from the owner) /l (op X • Zoning designation of the site !l a 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 Scale and North Arrow A(L)0 Property features: Location,identification, and dimensions of all property lines and 74, easements. All easements shown on the title report, Record of Atop Survey,or plat must be dimensioned and shown. Location and dimensions of existing critical areas(wetlands, streams, Nit steep slopes)and their associated buffers. Location of Ordinary High Water Mark and shoreline jurisdiction limits 1,4R (if adjacent to a shoreline). Existing and proposed contours and site elevations(i.e.finished SWTe yC grades) at 5-foot minimum increments. The horizontal and vertical II4Lt b control datum must be clearly shown. .K tot> Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 16 of 18 • • v ) PLANNING,COMMUNITY,&ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98822 s. colt-w Phone: (360)293-1901 Structures: „ Location,identification,dimensions and size of all existing and proposed buildings and other structures. 4(V 0 -- = Location of existing and proposed retaining walls,rockeries,and Location,identification,and dimensions of all setbacks. (b b �r Show proposed projections into required setbacks,including r` dimensions(see AMC 19.44.140) P j V O 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. P1k Stormwater Proposed Temporary Erosion and Sediment Control Measures,if not?� 1 G O 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, Moo median islands,and street trees. Show existing and proposed vehicular access to the site, including the size and location of driveways and curb cuts. Mot> Show existing and proposed parking spaces,including surface material and dimensions of spaces. A(06 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, lr tlb as applicable. ! Landscaping Show the location and design of landscape areas to be preserved and No 14-14 ..,._ planted,and a plant list to include the location,number,size and type of plant material by botanical and common name. LAW Location of irrigation system if a permanent or temporary system is praposed. NPr Show the location of existing trees to be retained in conformance with AMC 16.50,and tree protection measures to be implemented, A(r9 ' when applicable. Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 17of18 •A. v PLANNING,COMMUNITY,&ECONOMIC DEVELOPMENT DEPARTMENT . Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 4t` C Phone: (360)293-1901 Provide a maintenance plan for any infiltration-based stormwater best management practices(BMPs)built as part of the landscaping t� �, 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 h 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: A t,7() r 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 SYMBOLSARCHITECT DETACHED ACCESSORY DWELLING UNIT DRAWING INDEX DMOAUS IN DESIGN-BUILD DUSTIN STEPHENS,RA LIC.#11451 ORIGINAL REVISION REMOVED 805 722-9083 508 4 -r H s -r R E E -r , ISSUE • ISSUE X FROM SET ( o00 ) DOOR&WINDOW# DSTEPHENS@MO-ARCH.COM OWNER BUILDING SHEET PERMIT 1 REVISION SUBMITTAL NUMBER SHEET TITLE CLARITY MILLER 508 4TH STREET Z D KEYNOTE ANACORTES,WA 98221 0 T001 TITLE SHEET CLARITYMILLERGOE@GMAIL.COM 0 0 T002 ENERGY CODE NOTES&REQUIREMENTSCO pO REFERENCE, EQUIPMENT A N AC O RT E S WA ARCHITECTURAL: _ 0 A100 SITE PLAN W/STORMWATER REQUIREMENTS 49 REFERENCE, PLUMBING FIXT. 0 A101 CONSTRUCTION PLANS 0 A200 BUILDING ELEVATIONS e REFERENCE, MECH. EQUIP. 0 A300 CONSTRUCTION SECTIONS ROOM NAME loll STRUCTURAL: 000 ROOM NAME/NUMBER Ce 0 S100 STRUCTURAL NOTES 0" EXISTING GRADE MARKER 0 S101 FOUNDATION&FRAMING PLANS J 0" NEW GRADE MARKER (ExT-oo) MATERIAL NOTE A INTERIOR ELEVATION D 0 B (DRAWING NUMBER, 2 127 SHEET NUMBER) c Ce 000 SECTION REFERENCE (DRAWING NUMBER, INU A#.# SHEET NUMBER) O_. AIELEVATION REFERENCE A#.# (DRAWING NUMBER, SHEET NUMBER) N _ 1 A#.# DETAIL REFERENCES O (DRAWING NUMBER, SHEET NUMBER) 1 f A#.# I J A WALL TYPE KEY XX11 STEP SYMBOL(STEP IN FINISHED CEILING) GENERAL NOTES ABBREVIATIONS PROJECT DATA PROJECT DATA (CONT.) A.GENERAL NOTES REPRESENTATIVE OF THE CONTRACTOR AND ALL DIRECTIONS GIVEN BY HIM SHALL BE AS BINDING AS @ AT INV INVERT IF DELIVERED TO THE CONTRACTOR. A FLUENT ENGLISH SPEAKING SUPERVISOR IS TO BE PRESENT C CENTER LINE LAM LAMINATE(D) OWNER: CLARITY MILLER 1. INTERPRETATION OF DRAWINGS AND DOCUMENTS: EACH CONTRACTOR/ AT ALL TIMES. d PENNY LAV LAVATORY CITY OF ANACORTES 508 4TH STREET SUB-CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE p# POUND LB LAG BOLT ANACORTES,WA 98221 PROJECT SITE BEFORE EXECUTING ANY WORK AND SHALL NOTIFY THE OWNER/BUILDER AND E. DAMAGES IN THE WORK PERPENDICULAR THE DESIGNER OF ANY DISCREPANCIES BEFORE PROCEEDING. THE DESIGNER SHALL BE LT LIGHT PLANNING AND BUILDING D E PT. PROJECT ADDRESS: ANACOR508 TES 4TH 98221 NOTIFIED OF ANY UNUSUAL OR UNFORESEEN CONDITIONS OR SITUATIONS WHICH MAY 1. THE OWNER,WITHOUT INVALIDATING THE CONTRACT, MAY ALTER BY ADDING TO OR DEDUCTING a ANGLE MAS MASONRY AFFECT THE STRUCTURAL INTEGRITY OR SAFETY OF THE PROJECT. FROM THE WORK COVERED IN THE CONTRACT. ALL SUCH WORK SHALL BE EXECUTED UNDER THE AB ANCHOR BOLT MATL MATERIAL CONDITIONS OF THE ORIGINAL CONTRACT EXCEPT THAT NO EXTRA WORK OR CHANGES SHALL BE AC ASPHALTIC CONCRETE MAX MAXIMUM APPROVED PLANS ZONE: MS 2. ADHERENCE TO PLANS: STRICT ADHERENCE TO THE CONSTRUCTION DOCUMENTS MUST BE DONE WITHOUT WRITTEN ORDER FROM THE DESIGNER OR OWNER. SUCH ORDERS SHALL COVER THE A/C AIR CONDITIONING MB MACHINE BOLT MAINTAINED. NO CHANGES SHALL BE MADE IN THE PROJECT WHICH DEVIATE FROM THE AGREED PRICE AND TERMS OF EXTRA WORK OF CHANGES, IF WORK IS TO BE OMITTED,THEN PROPER CONSTRUCTION TYPE: TYPE V-B(IBC) PLANS AND SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF THE OWNER OR DESIGNER. CREDIT FOR SUCH OMITTED WORK SHALL BE GIVEN THE OWNER. ALUM ALUMINUM MECH MECHANICAL REVIEWED FOR CODE COMPLIANCE NO STRUCTURAL CHANGES SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF THE ANOD ANODIZED MEMB MEMBRANE PERMIT #: BLD-2020-0419 PROPOSED USE: SINGLE FAMILY RESIDENTIAL(ADU) DESIGNER AND STRUCTURAL ENGINEER. F. CLEANING BUILDING AND PREMISES BD BOARD MTL METAL OCCUPANCY: SINGLE FAMILY RESIDENTIAL BLDG BUILDING MFR MANUFACTURER ADDRESS: 508 4th ST 3. WORKING DRAWING: FIGURED DIMENSIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED 1. PRIOR TO THE COMPLETION OF THE WORK,EACH CONTRACTOR/SUB-CONTRACTOR SHALL ( ) r IN PREFERENCE TO SCALE MEASUREMENTS. IN CASE OF ANY DOUBT ON THE PART OF THE THOROUGHLY CLEAN THE SITE WITH RESPECT TO MATERIALS AND WASTE ASSOCIATE WITH THE BLK(G) BLOCK(ING) MIN MINIMUM - LOT# P56508 CONTRACTOR AS TO THE EXACT MEANING OF THE DRAWINGS AND THESE SPECIFICATIONS, HE COMPLETION OF THEIR WORK. EACH CONTRACTOR SHALL DO THEIR BEST TO KEEP A CLEAN AND BN BOUNDARY NAILING MISC MISCELLANEOUS APPROVED BY: 7 LOT SIZE: 60FT X 100FT=6,000 SQFT(0.14 AC) SHALL APPLY TO THE DESIGNER OR OWNER FOR AN INTERPRETATION BEFORE PROCEEDING SAFE SITE DURING THE PERFORMANCE OF THEIR WORK. EACH CONTRACTOR WILL MAKE EFFORTS TO BOT BOTTOM N NORTH SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT WITH HIS WORK. RESPONSIBLY DISPOSE OF WASTE IN THE APPROPRIATE RECYCLE OR WASTE RECEPTICALS. CB CATCH BASIN (N) NEW SET BACKS SEAL&SIGNATURE: CI CAST IRON No/# NUMBER BE ALTERED WITHOUT AUTHORIZA ON. REQUIRED PROVIDED 4. SHOP DRAWINGS: CONTRACTORS SHALL SUBMIT COPIES OF ALL SHOP DRAWINGS FOR G. GUARANTEES CJ CEILING JOIST NTS NOT TO SCALE FRONT YARD 10'-0" NA 11451 REVIEW BY DESIGNER AND OWNER/BUILDER PRIOR TO CONTRACTOR'S APPROVAL FOR CONSTRUCTION. 1. EXCEPT AS OTHERWISE SPECIFIED,ALL WORK SHALL BE GUARANTEED IN WRITING BY EACH CL CLOSET OC ON CENTER REAR YARD 0'-0"(OFF ALLEYWAY) 5'-0" REGISTERED CONTRACTOR AGAINST DEFECTS RESULTING FROM DEFECTIVE MATERIALS,POOR WORKMANSHIP OR CLG CEILING OH OVAL HEAD OR OVER HEAD SIDE YARD 10'-0"MIN. 14'-0"AND 32'-10" ARCHITECT 5. CONTRACTORS SHALL PROVIDE ALL SHORING AND BRACING REQUIRED AND TO INSURE FAULTY EQUIPMENT,FORA PERIOD OF ONE YEAR FROM THE DATE OF FILING THE NOTICE OF CLR CLEAR OPNG OPENING BUILDING DEPARTMENT f5--27 SAFETY OF THE PROJECT WORK. COMPLETION AND THE ACCEPTANCE OF THE BUILDING BY THE OWNER. IF WITHIN THE GUARANTEE CMU CONCRETE MASONRY UNIT PL PLATE OR PROP. LINE PERIOD CORRECTION OF FAULTY MATERIALS OR WORKMANSHIP IS NECESSARY IN THE OPINION OF HEIGHT LIMIT 6. WHEREVER IN THESE DRAWINGS ANY MATERIAL OR PROCESS IS INDICATED, IT IS FOR THE THE OWNER,THE CONTRACTOR SHALL PROMPTLY, UPON RECEIPT OF NOTICE FROM THE OWNER AND CO CLEAN OUT PLAM PLASTIC LAMINATE COLUMN PLAS PLASTER 20FT FOR DETACHED ADU(ROOF PITCH OF LESS THAN 6:12) DUSTIN R.\ EPHENJ PURPOSE OF FACILITATING DESCRIPTION OF THE MATERIAL OR PROCESS DESIRED. WITHOUT EXPENSE TO THE OWNER,CORRECT FAULTY MATERIALS OR WORKMANSHIP. COL CITY OF ANACORTES PLANNING &DEVELOPMENT STATE OF WASHINGTO CONTRACTORS MAY OFFER ANY MATERIAL OR PROCESS WHICH SHALL BE DEEMED CONT CONTINUOUS PLYWD PLYWOOD EQUIVALENT BY THE ENGINEER AND THE DESIGNER TO THAT MATERIAL OR PROCESS H. VERIFICATION OF UNDERGROUND UTILITY IMPROVEMENTS CSK COUNTERSINK P PAINT(NUMBER-SEE SPECS) INDICATED OR SPECIFIED. PARKING DF DOUGLAS FIR PR PAIR 1. EACH SUB-CONTRACTOR SHALL VERIFY WITH THE GENERAL CONTRACTOR THAT EXISTING CODESDIA DIAMETER PT PRESSURE-TREATED 2 UNCOVERED PROVIDED,STREET PARKING AVAILABLE DIRECTLY 7. UNLESS OTHERWISE SPECIFIED,ALL MATERIALS SHALL BE NEW AND BOTH WORKMANSHIP UNDERGROUND UTILITY LOCATIONS HAVE BEEN IDENTIFIED AND LOCATED BEFORE COMMENCING DN DOWN ADJACENT ON 4TH STREET,SEE SITE PLAN AND MATERIALS SHALL BE THE BEST OF THEIR RESPECTIVE KINDS. CONTRACTORS SHALL, IF WITH ANY SUB-GRADE WORK. ©COPYRIGHT MOA Architects PC,2020 REQUIRED, FURNISH SATISFACTORY EVIDENCE AS THE KIND AND QUALITY OF MATERIALS. DS DOWNSPOUT RD ROOF DRAIN ALL NEW WORK SHALL COMPLY WITH: I. RESERVED DWG DRAWING RH ROUND HEAD --2015 INTERNATIONAL RESIDENTIAL CODE IRC BUILDING LOT COVERAGE (IRC) All ideas,designs,and plans indicated or represented 8. IT SHALL BE THE DUTY OF EACH SUBCONTRACTOR TO REVIEW AND TO BE FULLY INFORMED DWR DRAWER RM ROOM --2015 INTERNATIONAL MECHANICAL CODE (IMC) EXISTING BUILDING LOT COVERAGE 975 SQFT(16.25%) by these drawings are owned by and are property of WITH REGARD TO THE GENERAL CONDITIONS AND CONSTRUCTION DOCUMENTS, INCLUDING J.COORDINATION D/V/ DISHWASHER RO ROUGH OPENING --2015 INTERNATIONAL FIRE CODE (IFC) ° Mobile Office Architects PC(MOA)and were created SPECIFICATIONS. PROPOSED BUILDING LOT COVERAGE 264 SQFT(4.4/o) and developed as instruments of service in 1.EACH SUB-CONTRACTOR IS REQUIRED TO CONDUCT A PRE-CONSTRUCTION MEETING WITH THE E EAST RWD REDWOOD --2015 INTERNATIONAL PLUMBING CODE (IPC) TOTAL= 1,239 SQFT(21%) connection with the specified project. None of such 9. NOTES IN DETAILS AND DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES, GENERAL CONTRACTOR PRIOR TO STARTING WORK. THIS MEETING SHOULD OCCUR NO SOONER (E) EXISTING S.A.M.U. SELF-ADHERING MEMBRANE --2015 WASHINGTON STATE ENERGY CODE ideas,designs,or plans shall be used for any TYPICAL DETAILS,AND SPECIFICATIONS. THAN 72 HOURS PRIOR TO STARTING WORK. EA EACH UNDERLAYMENT --2020 ANACORTES UNIFIED DEVELOPMENT CODE purpose whatsoever without the written permission of EJ EXPANSION JOINT SCHED SCHEDULE(D) BUILDING AREA AND HEIGHT MOA. B. PERMITS AND REGULATIONS 2. CONCRETE CONTRACTOR IS TO COORDINATE ALL REQUIRED BLOCK-OUTS,UNDER-SLAB ELEV ELEVATION S SOUTH PIPING/VENTING OR CONDUIT,AND ANY IN-SLAB ELEMENTS REQUIRED PRIOR TO POURING THE EXISTING SINGLE FAMILY HOME 1. THE CONTRACTOR SHALL PAY FOR AND OBTAIN ALL PERMITS REQUIRED BY LOCAL PERTINENT PORTION OF CONCRETE. EN EDGE NAIL SHTNG SHEATHING BUILDING AREA(GROSS) 1,620 SQFT MILLER / GOE AUTHORITIES BEFORE PROCEEDING WITH HIS RESPECTIVE INSTALLATION AND SHALL EQ EQUAL SIM SIMILAR FIRE DEPARTMENT BUILDING HEIGHT 26'-0" ARRANGE AND PAY FOR ANY INSPECTIONS AND EXAMINATIONS REQUIRED BY THOSE 3.SHOP DRAWINGS SHALL BE PROVIDED FOR ALL STEEL WORK, MILLWORK,AND SPECIAL TIMBER EQUIP EQUIPMENT SMACNA RE: THE ARCH SHEET DETATCH E D ADU AUTHORITIES. CONNECTIONS PROPOSED DADU FAU FORCED AIR UNIT METAL MANUAL 508 4TH STREET, FBO FURNISHED BY OWNER OR SPEC SPECIFICATION BUILDING AREA(GROSS) 264 SQFT ANACORTES,WA 98221 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE K.TOLERANCES CITY OF ANACORTES BUILDING HEIGHT 16'-10.5" APN P56508 INTERNATIONAL BUILDING CODE,ALL CBC AMENDMENTS AND ADDITIONS,AND LAWS, OTHERS, TO BE INSTALLED BY SQ SQUARE ORDINANCES AND REGULATIONS OF ALL GOVERNMENTAL BODIES WITH JURISDICTION OVER ALL WORK PLACED SHALL BE LEVEL, PLUMB,AND IN PROPER ALIGNMENT. FOR PRIMARY CONTRACTOR SSTL STAINLESS STEEL TOTAL BUILDING AREA(GROSS)= 1,884 SQFT THE PROJECT. CONSTRUCTION SYSTEMS THE FOLLOWING TOLERANCES SHALL BE MET: FD FLOOR DRAIN STD STANDARD DATE DESCRIPTION FE(C) FIRE EXITING. (+ CABINET) STL STEEL STORMWATER REQUIREMENTS 07/13/20 ISSUED FOR PERMIT 3. IF THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE WITH ANY FEDERAL,STATE AND UNLESS NOTED OTHERWISE,DEVIATION FROM PLUMB,LEVEL,&PROPER ALIGNMENT SHALL NOT FF FINISHED FLOOR TC TOP OF CURB OR HARD SURFACE AREA LOCAL OR MUNICIPAL LAW,ORDINANCE, RULES OR DEPARTMENTAL REGULATIONS,THE EXCEED 1/4"IN 10'. FG FINISHED GRADE TOC TOP OF CONCRETE CONTRACTOR SHALL NOTIFY THE DESIGNER AND OWNER/BUILDER IN WRITING BEFORE EXISTING HARD SURFACE(NON-POLLUTING) 1,080 SQFT 11/21/20 PERMIT REVISION PROCEEDING WITH THAT WORK. IF ANY OF THE CONTRACTOR'S WORK SHALL BE DONE FH FLAT HEAD TCB TOP OF CATCH BASIN PER CITY OF ANACORTES FIGURE 12.4.2 FLOW CHART: PROJECT SCOPE NEW HARD SURFACE(NON-POLLUTING) 280 SQFT CONTRARY THERETO WITHOUT SUCH NOTICE HE SHALL BEAR ALL COST ARISING THEREFROM. FIN FINISH T&G TONGUE&GROOVE INCLUDES LESS THAN 2,000 SQFT OF NEW IMPERVIOUS AREA, INCLUDING FL FLOW LEVEL TP TOP OF PAVING POLLUTING EXISTING HARD SURFACE(PARKING AREA) 0 SQFT C. PROTECTION OF WORK&PROPERTY HARDSCAPE; AND INCLUDES LESS THAN 7,000 SQFT OF TOTAL LAND POLLUTING PROPOSED HARD SURFACE(PARKING AREA) 678 SQFT FLG FLASHING TOW TOP OF WALL DISTURBING ACTIVITY MINIMUM REQUIREMENT#2 APPLIES 1. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL VIOLATIONS OF CITY ORDINANCES FLR FLOOR TYP TYPICAL ° AND STATE LAWS INVOLVED IN THE PERFORMANCE OF HIS WORK. HE SHALL PROVIDE,DURING FN FIELD NAILING UNO UNLESS NOTED OTHERWISE TOTAL EXISTING HARD SURFACE AREA= 1,080 SQFT(18.0%) THE PROGRESS OF HIS WORK, EVERY AND ALL SAFEGUARDS AND PROTECTION AGAINST FOC FACE OF CONCRETE VERT VERTICAL GRAIN TOTAL PROPOSED HARD SURFACE AREA= 958 SQFT(16.0%) ACCIDENTS, INJURY AND DAMAGE TO PERSONS AND PROPERTY INCLUDING ADJOINING FOF FACE OF FINISH VGDF DOUGLAS FIR INSPECTION SUMMARY TOTAL ALL HARD SURFACE AREA= 2,038 SQFT(34%) PROPERTY. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK AND EVERY PART FOM FACE OF MASONRY VTR VENT THRU ROOF THEREOF,AND FOR ALL MATERIALS,TOOLS,APPLIANCES AND PROPERTY OF EVERY FOP FACE OF PLYWOOD W WEST DESCRIPTION USED IN CONNECTION THEREWITH. FOS FACE OF STUD WC WATER CLOSET PER CITY OF ANACORTES BUILDING AND PLANNING DEPARTMENT&WA STATE L&I 2. EACH CONTRACTOR/SUB-CONTRACTOR ASSUMES ALL RISKS,HAZARDS AND CONDITIONS FT FOOT OR FEET WH WATER HEATER (ELECTRICAL), NO SPECIAL INSPECTIONS REQUIRED IN CONNECTION WITH THE PERFORMANCE OF THE CONTRACT,AND EVEN IF THE GA GAUGE WP WATERPROOF PERFORMANCE OF THE CONTRACT INVOLVES A GREATER EXPENDITURE OF MONEY THAN THE GALV GALVANIZED WS WOOD SCREW OR WATER CONTRACTOR EXPECTED AT THE TIME OF BIDDING,NO ALLOWANCE WILL BE MADE ON GYP GYPSUM SOFTENER PROJECT DESCRIPTION ACCOUNT THEREOF,AND THE CONTRACTOR SHALL CONTINUE WITH AND COMPLETE THE WORK. HB HOSE BIBB WWF WELDED WIRE FABRIC HP HORSE POWER W/ WITH A NEW DETACHED ACCESSORY DWELLNG UNIT, CONNECTION TO UTILITIES(WATER,SEWER, D. SUPERVISION HR HOUR WO WALL OVEN ELECTRICAL,&DATA), REAR YARD PARKING. TITLE SHEET 1. EACH CONTRACTOR SHALL GIVE PERSONAL SUPERVISION TO THE WORK, USING HIS BEST HTR HEATER W/O WITHOUT SKILL AND ATTENTION,AND SHALL KEEP A COMPETENT FOREMAN AND NECESSARY HVAC HEATING/VENTILATING/A/C POC POINT OF CONNECTION ASSISTANTS CONSTANTLY ON THE SITE. THE FOREMAN SHALL BE THE PERSONAL HW(R) HOT WATER(RTRN) TBS TO BE SELECTED Prescriptive Energy Code Compliance for All Climate Zones in Washington ARCHITECT Project Information Contact Information MOA DESIGN-BUILD Miller/Goe Detached ADU MOA DUSTIN STEPHENS,RA LIC.#11451 083 722-9 Window, Skylight and Door Schedule Dustin Stephens, Architect D ENERGY COMPLIANCE GENERAL NOTES 805 5 722-9 NS@MO-ARCH.COM Project Information Contact Information dstephens@mo arch.com 1. Per Section 502.4.5, the project's building envelope shall be tested to determine air leakage is within acceptable levels. Leakage of .00030 SLA measured at 50 pascals is OWNER Miller/Goe Detached ADU MOA This project will use the requirements of the Prescriptive Path below and incorporate the considered acceptable. Sealing of doors, windows, ducts or registers is not allowed during testing. Dustin Stephens, Architect the minimum values listed. In addition, based on the size of the structure,the appropriate CLARITY MILLER0 p 508 4TH STREET number of additional credits are checked as chosen by the permit applicant. dstephens@mo-arch.com 2. Section 503.10.2 requires leakage testing of the mechanical ducts, when applicable, to insure that the ducts are sealed. Testing may occur at rough-in or post construction. Testing ANACORTES,WA 98221 must comply with standard RS-33. Individuals performingthe test must be approved or certified bythe WA State UniversityEnergyor approved other agency. CLARITYMILLERGOE@GMAIL.COM Authorized Representative Date p y pp pp Width HeightCO Ref. U-factor Qt. Feet Inch Feet Inch Area UA All Climate Zones 3. Per Section 505.1, 75% of all luminaries (lights and lamps) shall be high efficiency. ° 8 R-Valuea U-Factora Exempt Swinging Door(24tra sq. ft. max.) [ioo 0.40 1 36 20.0 8.00 b - 4. Per Section 105.4, the certificate of com liance shall be within three feet of the electricalpanel, com leted the builder or desi n rofessional, and shall include the Exempt Glazed Fenestration (15 sq. ft. max.) 0.0 0.00 Fenestration U Factor n/a 0.30 energy p postedp by g p Skylight U-Factor n/a 0.50 following information: R-values for ceiling, walls, floors, foundation, U-factors for windows, the type and efficiency of heating/cooling equipment, duct leakage rates from duct testing, and air leakage rates from the blower door testing. A certificate shall be supplied by the permitting agency at the time of permit issuance. Vertical Fenestration (Windows and doors) Glazed Fenestration SHGC" n/a n/a Lll Component Width Height Ceilingk 49i 0.026 5. All applicable requirements listed on the energy compliance report (sheet TO.02) shall be met. Description Ref. U-factor _Qt. Feet Inch Feet Inch Area UA Wood Frame Wall9'n 21 int 0.056 Awning Window Set r A 0.29 r 1 4 ° 2 ° 1 8.0 2.32 Mass Wall R-Value' 21/21" 0.056 6. All insulation requirements represented in the energy compliance report are included in the Assemblies Schedule. Ce Casement Window B 0.29 2 3 0 3 o 1 .0 5. 0.029 86 Below Grade Wall m Floor 309 10/15/21 int+TB 0.042 7. See floor plans for ventilation notes, see sheet TO.02 for additional mechanical equipment specifications 9 s 3.1 0.86 Awning Window Set C 0.28 1 1 1 Fixed Window D 0.29 1 3 ° 5 9 17.3 5.00 Slabd R-Value&Depth 10, 2 ft n/a Fixed Window D 0.29 1 3 ° 5 9 17.3 5.00 Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. MECHANICAL EQUIPMENT SPECIFICATIONS 0.0 2 0.0o Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve 0.0 0.00 the following minimum number of credits: OUTDOOR HEAT PUMP UNIT: 0.0 0.00 1.Small Dwelling Unit: 1.5 credits MANUF'R: DAIKIN MODEL# RXLI2QMVJU 0 Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration HEATING CAPACITY 12,000 BTU 0.0 0.00 area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 COOLING CAPACITY 12,000 BTU Ce 0.0 0.00 square feet. SEER 20.0 0.0 0.00 ❑2. Medium Dwelling Unit: 3.5 credits HSPF 12.5 LU 0.0 0.00 All dwelling units that are not included in#1 or#3. Exception: Dwelling units serving R-2 occupancies shall 0.0 0.00 require 2.5 credits. INDOOR HEAT PUMP UNIT: 0.0 0.00 ❑3. Large Dwelling Unit: 4.5 credits MANUF'R: DAIKIN MODEL# FVXSI2NVJU OM 0.00 Dwelling units exceeding 5000 square feet of conditioned floor area. HEATING CAPACITY 12,000 BTU 0.0 0.0 0.00 ❑4. Additions less than 500 square feet: .5 credits COOLING CAPACITY 12,000 BTU 0.0 0.00 Table R406.2 Summary BATHROOM /WHOLE HOUSE EXHAUST FAN / LIGHT COMBO: 0.0 0.00 Option Description Credit(s) MANUF'R: PANASONIC MODEL # FV-08VRE2 0.0 0.00 la Efficient Building Envelope la 0.5 0 0.5 FLOW RATE 80 CFM MAX. lb Efficient Building Envelope lb 1.0 ❑ 0.0 0.00 lc Efficient Building Envelope lc 2.0 ❑ 0.0 0.00 ld Efficient Building Envelope ld 0.5 ❑ COOKTOP EXHAUST FAN / MICROWAVE COMBO: MANUF'R: WHIRLPOOL MODEL#WML55011 HS 0.0 0.00 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ FLOW RATE 400 CFM MAX. 0.0 0.00 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 0.0 0.00 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 1.0 o.o o.00 ❑ EXHAUST AND WHOLE HOUSE VENTILATION 3b High Efficiency HVAC 3b 1.0 0 1.0 0.0 0.00 3c High Efficiency HVAC 3c 1.5 ❑ 0.0 0.00 3d High Efficiency HVAC 3d 1.0 ❑ WHOLE HOUSE VENTILATION SHALL BE PROVIDED WITH THE BATHROOM EXHAUST VENTILATION FAN SET FOR INTERMITTENT OPERATION CONTROLLED BY A 0.0 0.00 4 High Efficiency HVAC Distribution System 1.0 CI24-HOUR CLOCK TIMER. RUN TIME SHALL BE SET TO INTERVALS OF 15 MIN "ON" FOLLOWED BY 20 MIN. "OFF" FOR A CALCULATED AIR CHANGE PER HOUR RATE OF I 0.0 0.00 5a Efficient Water Heating 5a 0.5 ❑ 0.38 RATED AT A FLOW OF 80CFM (80CFM X 26 MIN / HR = 2080 CU FT/5348 CU FT TOTAL VOLUME = 0.38ACH), SEE FLOOR PLAN AND NOTES FOR LOCATION, SEE 0.00 5b Efficient Water Heating 5b 1.0 ❑ SHEET TO.02 FOR ADDITIONAL EQUIPMENT INFORMATION 0.0 5c Efficient Water Heating 5c 1.5 ❑ 0.0 0.00 5d Efficient Water Heating 5d 0.5 ❑ EXHAUST FANS SHALL BE PROVIDED AT KITCHEN COOKING, BATHROOM, LAUNDRY, AND OTHER ROOMS WHERE WATER VAPOR OR COOKING ODOR IS PRODUCED. 0.0 0.00 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 SEE FLOOR PLAN AND NOTES FOR LOCATIONS AND MINIMUM FLOW SPECIFICATIONS. 0.0 0.00 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. Simple Heating System Size: Washington State a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code(WSEC)and ACCA Manuals J 0.0 0.00 less than the label or design thickness of the insulation,the compressed R-value of the insulation from and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. 0.0 0.00 Appendix Table A101.4 shall not be less than the R-value specified in the table. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section,some 0.0 0.00 b The fenestration U-factor column excludes skylights.The SHGC column applies to allglazed fenestration. values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360) pp 956-2042 for assistance. 0.0 0.00 `"10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous 0.0 0.00 insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the 0.0 0.00 basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 Project Information contact Information 0.0 0.00 Miller/Goe Detatched ADU MOA cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior Dustin Stephens,Architect 0.0 0.00 of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity dstephens@mo-arch.com 0.0 0.00 Heating System Type: o All Other systems •Heat Pump SEAL&SIGNATURE: insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. To see detailed instructions for each section,place your cursor on the word"Instructions". 11451 Sum of Vertical Fenestration Area and UA L 63.6 18.40 Design Temperature REGISTERED Vertical Fenestration Area Weighted U= UA/Area 0.29 d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. Instructions Anacones Design Temperature Difference(AT) 46 ARCHITECT AT=Indoor(70 degrees)-Outdoor Design Temp f5--27 e There are no SHGC requirements in the Marine Zone. Area of Building Overhead Glazing (Skylights) f Reserved. Conditioned Floor Area Component Width Height g Reserved. Instructions Conditioned Floor Area(sq ft) 345 DUSTIN R. STEPHENS Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA " Reserved. Average Ceiling Height Conditioned Volume STATE OF WASHINGTON Instructions Average Ceiling Height(ft) 15.5 5,348 0.0 0.00 'The second R-value applies when more than half the insulation is on the interior of the mass wall. - 0.0 0.00 j Glazing and Doors U-Factor X Area = UA 0.0 0.00 Reserved. l -U0.30 I 0.300 89 26.70 0.0 0.00 1 k For single rafter-or joist-vaulted ceilings, the insulation may be reduced to R-38. SkylightsJ U-Factor X Area = UA ©COPYRIGHT MOA Architects PC,2020 I Instructions 0.50 0 --- All ideas,designs,and plans indicated or represented 0.0 0.00 Reserved. by these drawings are owned by and are property of 0.0 0.00 m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a Insulation Mobile Office Architects PC(MOA)and were created Attic U-Factor X Area = UA and developed as instruments of service in minimum of R-10 insulation. Instructions SelectR-Value J No selection connection with the specified project. None of such Sum of Overhead Glazing Area and UA 0.0 0.00 Table R402.1.3 Footnote ideas,designs,or plans shall be used for any Overhead Glazing Area Weighted U= UA/Area 0.00 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA purpose whatsoever without the written permission of a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as Instructions i49Advanced .I 0.020 217 4.34 MOA. specified in Section R402.1.3. Total Sum of Fenestration Area and UA (for heating system sizing calculations) 83.6 26.40 Above Grade Walls(see Figure 1) U-Factor X Area UA MILLER / G O E Instructions 0.056 925 51.80 R-21 Intermediate Floors U-Factor X Area UA D ETATC H E D ADU 508 4TH STRE , Instructions elect R-value No selection ANACORTES,WAE98221 APN P56508 Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions II No selection --- hiSelect R-value Slab Below Grade(see Figure 1) F-Factor X Length UA DATE DESCRIPTION Instructions No selection --- 07/13/20 ISSUED FOR PERMIT Select conditioning V v Slab on Grade(see Figure 1) F-Factor X Length UA 11/21/20 PERMIT REVISION Instructions I 0.360 64 23.04 �R-10 Fully Insulated - ' Location of Ducts Instructions Duct Leakage Coefficient lipiNo Ducts �. J 1.00 Sum of UA 105.88 Envelope Heat Load 4,870 Btu/Hour Figure 1. Sum of UA X AT _ Air Leakage Heat Load 2,657 Btu/Hour VolumeX 0.6 X AT X.018 Above Grade Building Design Heat Load 7,527 Btu/Hour Air Leakage+Envelope Heat Loss _____ -.---" Building and Duct Heat Load 7,527 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 9,409 Btu/Hour T0 • 02 Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump ENERGY COMPLIANCE (07/01/13) & EQUIPMENT SPECS r /// EXISTING ARCHITECT NEIGHBORING ' j MOA DESIGN-BUILD STRUCTURE p DUSTIN STEPHENS,RA LIC.#11451 805 722-9083 DSTEPHENS@MO-ARCH.COM Z / / OWNER jEXISTING / EXISTING NEIGHBORING / NEIGHBORING ° CLARITY MILLER0 ACCESSORY / ////� 508 4TH STREET / ACCESSORY STRUCTURE / STRUCTURE / EXISTING / CLARITYMILLERGOE@GMAIL.COMA 98221 / NEIGHBORING / / ACCESSORY / STRUCTURE j CO / A . A / — OUTDOOR SPLIT HEAT PUMP LU UNIT ON CONCRETE PAD ALLEYWAY CONSTRUCTION SILT FENCE INSTALLED DURING CONSTRUCTION ALONG ALLEY AND WEST PROPERTY LINE, STARTS HEREIX CONCRETE WASH OUT AREA PROPERTY LII'm 00.0' w 12FT W X 10FT DEEP o + + GRAVEL o in REAR YARD SETBACK b CONSTRUCTION cn `n \ I �.'.'. 9. .'.'.'.'.'.'. I / o ENTRANCE2 /4IGHT PARKING AREA(TURF) IX 336SQFTVEL PARKING AREA 8'x 18' "X 1 ( ) SLOPE(342 SQFT) PARKING o .'P.41RKING .'. . 'SPACE PROPOSD2/O = 1 SPAG '.`.'.'.'. . 0RYPATIO (16SQFT) S, DETACHEDO 6" BELOW F.F. ACCESSORY DWELLINGUNIT '.HEIGHT NEWS WERCONNECTION aTOEXITINGMAINLINECO ++ + + + ++ LUEXISTING NE1z ITING NEIGHBORING ACCESSORY 14'-0" 32' 10 3/4" +' '.'.+`(EtS LO E+' J ACCESSORY STRUCTURE kips/® ; I I ::#:*.: HN p _ 1 1 . . , tt L.f. \ ' .'. .' '.' '\.'.'.'.'`'. . W ® ►► ► ®� ► POUT(265 SQFT OF m 10'-0" CL oia ° 'SHBLOCK POINTED I ' NO ! • 0. IN. 50F ' 1' ' ' 'V, B I W LL : 8~� INAGE � � CL ` :. o -- -- --- --' -'f- - -- -- -- -//ROPER /� I I E S PVC . AREA OF PROJECT DISTURBANCE = 1,150 SQFT CONSTRUCTION SILT FEN el,A) 0 10'-0" I I 32'-1 7 MARK LIMITS ON SITE DURING CONSTRUCTION i/�,� (�1►, O / i AND WEST PROPERTY LIN: : ' ' ' E ST G A 0 (E)SLOPE 1 1 i O E i <5% D C INS W ° III 24FT X 25FT(600 SOFT) 10' 0" MIN. t4,10 REQ'D OPEN SPACEj z I - / , Z. ' �•' 8 r , r', o I y SITE PLAN NOTES////////////////// e 4 0411 LOT AREA:6,000 SQFT,0.14 AC ' ' ' iL ` ' , E 12"TREE TO BE RETAINED °A) OF SITE AREA LANDSCAPED il UNDERGROUND ELEC., ® , (OUTSIDE WORK AREA) EXISTING:4,400 SQFT w DATA, &WATR LINES ` i .,- RETAINED/PROVIDED:3,300 SQFT PROPOSED:0 \ REQUIRED: 1,200 SQFT(20%) O �\ 1 I COMPLIANCE W/AMC CH 16.50 TREE LL y j PRESERVATION: / NO PROPOSED TREE REMOVAL OR PLANTING, RETAIN EXISTING CONDITIONS PROPOSED GRADING: V +/- 20 CU YRDS CUT +/- 20 CUT YRDS FILL EXISTING NEIGHBORING FOOD BANK IMPORTANT NOTE:PROJECT IS SUBJECT TO THE CITY OF ANACORTES MINIMUM STORMWATER REQUIREMENT#2 AND THE 13 ASSOCIATED ELEMENTS. ALL SITE lb.) WORK SHALL BE CONDUCTED IN N EXISTING ACCORDANCE WITH THE STORMWATER SINGLE-FAMILY REQUIREMENTS.SEE PROJECT SEAL&SIGNATURE: RESIDENCE, SUPPLEMENTAL ATTACHMENTS NO CHANGES 11451 \ REGISTERED EXISTING YARD ARCHITECT 10'-0" (NO NEW LANDSCAPING) 1��1 / I JJ DUSTIN R.STEPHENS STATE OF WASHINGTON / -,,, // FRONT YARD SETBACK 38' 5 5/8" , SIDE YARD SETBACK ©COPYRIGHT MOA Architects PC,2020 SIDE YARD SETBACK _ EXISTING YARD All ideas,designs,and plans indicated or represented (NO NEW LANDSCAPING) by these drawings are owned by and are property of 10-0" Mobile Office Architects PC(MOA)and were created and developed as instruments of service in 1 connection with the specified project. None of such PROPERTY LINE 60.0 ideas,designs,or plans shall be used for any OO purpose whatsoever without the written permission of SIDEWALK MOA. MILLER / GOE N / \ / DETATCHED ADU \ / \ / 508 4TH STREET, ANACORTES,WA 98221 APN P56508 \ / \ / DATE DESCRIPTION 8'X,18' 8' /8, PARKING PAF�ING 07/13/20 ISSUED FOR PERMIT 11/21/20 PERMIT REVISION \ / \ i/ V V 4TH STREET N Al 00 SITE PLAN SITE PLAN oi0 SCALE 1/8" = 1'-0" 0 I DOOR SCHEDULE WALL TYPES SCALE: 1"= 1'-0" FLOOR TYPES SCALE: 1"= 1'-0" ROOF TYPES SCALE: 1"= 1'-0" ARCHITECT NO LOCATION DOOR TYPE DOOR DIM MAT'L FINISH MANUF. REMARKS MARK SECTION DESCRIPTION F.P. RATING MARK SECTION DESCRIPTION F.P. RATING MARK SECTION DESCRIPTION F.P. RATING MOA DESIGN-BUILD THICK- /MODEL DUSTIN STEPHENS,RA LIC.#11451 WIDTH HEIGHT NESS EXTERIOR 2X6 STUD WALL INTERIOR METAL ROOFING 805 722-9083 DSTEPHENS@MO-ARCH.COM 1ST FLOOR EXTERIOR EXTERIOR a EXTERIOR -EXTERIOR WALL FINISH--- a 4 a a EXTERIOR -24GA 7/8"DEEP CORRUGATED ROOFING,METAL 24 GAUGE 7/8"DEEP CORRUGATED METAL, a a 4 SALES OR EQUAL ALTERNATE,WASHER HEAD OWNER SOLID CORE r i a 100 ENTRY EXT.SWING 3'-0" 6'-8" 1 3/4" TBD PER GC CUT AND HANG AS DUTCH DOOR,PROVIDE INTERIOR SHELF AT TOP OF LOWER LEAF METAL SALES OR EQUAL ALTERNATE,W/ a FASTENERS PER ROOFING MANUF'R,PLACE AT WOOD(SCW) WASHER HEAD FASTENERS PER MANUF'R SPECS,PLACE FASTENERS AT VALLEY OF CONCRETE SLAB ON GRADE ,� _�, /I� CROWN OF CORRUGATIONS,TYP.AT ROOFING. -SYNTHETIC UNDERLAYMENT,WATERBLOCK W 1 \ -„- CLARITY MILLER - 508 4TH STREET CORRUGATIONS,TYP.AT WALL INSTALLATION. INTERIOR ADVANTAGE 30 OR EQUAL ALTERNATE 101 ENTRY INT.SWING 2'-2" 6'-8" 1 3/8" SCW TBD PER GC I WATER RESISTANT BUILDING WRAPAPA RATED (D����������� -5/8"APA PLYWOOD ROOF DECK W/CLIPS AT ANACORTES,WA 98221 SHEATHING PER STRUCTURAL STRUCTURAL SPECS,FNISH AND SEALER TBD UNSUPPORTED SEAMS CLARITYMILLERGOE@GMAIL.COM 102 BATH INT.SWING 2'-2" 6'-8" 1 3/8" SCW TBD PER GC INTERIOR -2X6 STUD FRAMING PER STRUCTURAL SPECS W/ F 1 -2"RIGID INSULATION(R-10) R1 -WOOD FRAMING PER STRUCTURAL SPECS W/2" R-21 KRAFT FACED BATT INSULATION INFILL -10 MIL BLACK POLYETHYLENE VAPOR BARRIER (R14)CLOSED CELL SPRAY FOAM INSULATION -INTERIOR WALL FINISH--- -2"LEVELING SAND \ APPLIED IN DIRECT CONTACT W/UNDERSIDE OF 5/8"BALTIC BIRCH PLYWOOD,FASTEN W/1.75" a SUBGRADE PER STRUCTURAL SPECS6"COMPACTED GRAVEL , ROOF SHEATHING AND R-38 FIBERGLASS GRK TRIM-HEAD SCREWS W/REVERSE THREAD INSULATION INFILL BELOW. **DO NOT INCLUDE GENERAL DOOR NOTES ("BRASS COLOR")@ 16"O.C.,ALIGN FASTENER = G DE = INTERIOR VAPOR BARRIER** LAYOUT INTERIOR -INTERIOR CEILING FINISH--- INTERIOR OPTION 1: PAINTED 5/8"GWB 1. REFER TO PLANS FOR SWINGS OF DOORS AND DOOR HANDING. -I I I III III III I I I- OPTION 2: 5/8"BALTIC BIRCH PLYWOOD,FASTEN W/1.75"GRK TRIM-HEAD SCREWS W/REVERSE 2. FIELD VERIFY ALL CONDITIONS FOR PLACEMENT,SIZE,AND DETAILS INTERIOR THREAD("BRASS COLOR")@ 16"O.C.,ALIGN INTERIOR 2X6 STUD WALL///PTD GWB OR FASTENER LAYOUT 3. UNDERCUT ALL INTERIOR DOORS FOR MINIMUM CLEARANCE ABOVE FLOOR FINISH AND ALLOW FOR AIR MOVEMENT,VIF W/ARCHITECT % I PLYWOOD FINISH INTERIOR )SXSSSS3?( TYP WOOD FLOOR 4. PROVIDE ALL SEALS,GASKETS,AND DOOR SWEEPS ON ALL ENTRY DOORS. PROVIDE FIRE/SMOKE RATED SEALS AS REQ'D. INTERIOR INTERIOR W ///WALL CONSTRUCTION IS THE SAME AS WALL INTERIOR 5. ALL ENTRY DOOR HARDWARE SHALL BE EQUIPPED W/DEAD-LOCKING LATCH BOLT WITH AT LEAST A 1/2"THROW THAT PENETRATES THE STRIKER NOT LESS THAN 1/4"AND SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A TYPE"W3",EXCEPT FOR 2X6 FRAMING/// x iiiiiii -FINISHED WOOD FLOORING KEY OR SPECIAL KNOWLEDGE OR EFFORT. I I INTERIOR ` -3/4"DURASTRAND T&G SUBFLOOR SHEATHING (EXPOSURE 1),GLUED W/SUBFLOOR ADHESIVE 4. SHOP DRAWINGS SHALL BE PROVIDED FOR ALL GLAZED SWING DOORS. INTERIOR F2 AND NAILED -WAOOD FRAMITT ION R STRUCTURAL SPECS W/R-19 INTERIOR ILL INTERIOR 2X4 STUD WALL///PTD GWB OR I J ) S(S S(IS( -INTERIOR CEILING FINISH--- WINDOW SCHEDULEI j PLYWOOD FINISH OPTION 1:INTERIOR 5/8"GWB,LEVEL 4 FINISH OPTION 2: 5%D BALTIC BIRCH PLYWOOD,FASTEN _ \ INTERIOR W/1.75"GRK TRIM-HEAD SCREWS W/REVERSE NO LOCATION WINDOW OPERATION WINDOW DIM R.O. SILL FRAME FINISH ENERGY SPECS MANUF. REMARKS W� ) It S S S S ///WALL CONSTRUCTION ,EXCEPTFOR2S THE SAME NG/// WALL THREAD("BRASS COLOR")@16"O.C.,ALIGN TYPE"W3",EXCEPT FOR 2X6 FRAMING/// FASTENER LAYOUT2 TYPE HEIGHT MAT'RL /MODEL L I INTERIOR INTERIOR WIDTH HEIGHT (R.O.) INT EXT U-VALUE SHGC INTERIOR SEE GEN. SEE GEN. MARVIN/ESSENTIAL 101 LIVING A AWNING 4'-0" 2'-0" 2'-11" FIBERGLASS WHITE TBD COUNTERTOP EXTENDS TO BACK OF WINDOW SILL NOTES NOTES COLLECTION GENERAL WALL NOTES GENERAL FLOOR NOTES GENERAL ROOF NOTESCe 102 LIVING,LOFT B CASEMENT 3'0" 3'0" 2'-11"(102) FIBERGLASS WHITE TBD SEE GEN. SEE GEN. MARVIN/ESSENTIAL 203 2'-5"(203) NOTES NOTES COLLECTION 1. REFER TO STRUCTURAL DRAWINGS FOR ALL REBAR AND STRUCTURAL MEMBER SIZING AND CONNECTIONS. 1. REFER TO FINISH SCHEDULE FOR MORE INFORMATION ON FINISHES 1. REFER TO FINISH SCHEDULE FOR MORE INFORMATION ON FINISHES IMU SEE GEN. SEE GEN. MARVIN/ESSENTIAL 103 BATH C AWNING 1'-9" 1'-9" 4'-3" FIBERGLASS WHITE TBD AWNING PAIR,MULLED NOTES NOTES COLLECTION 2. FASTEN ALL TYPE-X DRYWALL W/1"TYPE-S DRYWALL SCREWS 8"O.C.AT VERTICAL JOINTS AND 12"O.C.AT FLOOR AND CEILING RUNNERS AND 2. USE GOLD BOND XP PURPLE BOARD GWB OR EQ.ALT.IN LIEU OF STANDARD GWB AT ALL DAMP OR WET LOCATIONS. 2. USE GOLD BOND XP PURPLE BOARD GWB OR EQ.ALT.IN LIEU OF STANDARD GWB AT ALL DAMP OR WET LOCATIONS. 201 LIVING D FIXED 3'-0" 6 0" 7'-7.25" FIBERGLASS WHITE TBD SEE GEN. SEE GEN. MARVIN/ESSENTIAL WINDOW HEAD SLOPED AT 3:12 PITCH INTERMEDIATE STUDS. STAGGER JOINTS 24"ON OPPOSITE SIDES. KEY NOTES 202 (HIGH SIDE) NOTES NOTES COLLECTION 3. USE CEMENT BOARD BEHIND ALL TILE AND IN ALL DIRECT WET LOCATIONS. 3. USE CEMENT BOARD BEHIND ALL TILE AND IN ALL DIRECT WET LOCATIONS. 3. WALL"FINISH"NEED NOT BE APPLIED WHERE PERMANENT CASEWORK IS COVERING THE APPLICABLE WALL AREA. TYPICAL GWB MAY BE USED IN 1❑ RECESSED MEDICINE CABINET/MIRROR, THESE AREAS W/ALL JOINTS TAPED AND SANDED SMOOTH(UNO). 4. WATERPROOFING MEMBRANE AT TILE FLOORS TO RUN UP WALLS A MIN.OF 6" 4. BATT INSULATION TO BE:KNAUF EDOBATT INSULATION OR EQ.ALT. CENTER ON SINK 4 REFER TO FINISH SCHEDULE FOR MORE INFORMATION ON FINISHES 5. INTERIOR BATT INSULATION TO BE: KNAUF ECOBATT INSULATION OR EQ.ALT. 5. CLOSED CELL SPRAY FOAM INSULATION TO BE:TIGER FOAM TF-600FR(ICC REPORT ESR# BUILT-IN DESK 5. REFER TO ELEVATIONS FOR FINISH LOCATIONS 6. BELOW GRADE INSULATION TO BE:OWENS CORNING FOAMULAR 250(XPS)OR EQ.ALT.UNDER SLAB&THERMASHEATH RMAX POLYISO AT 6. SELF-ADHERED WATERPROOFING MEMBRANE UNDERLAYMENT TO BE:WATERBLOCK ADVANTAGE 30 OR EQ.ALT E ALL-IN-ONE ELECTRIC WASHER&DRYER VERTICAL SLAB EDGES 6. USE GOLD BOND XP PURPLE BOARD GWB OR EQ.ALT.IN LIEU OF STANDARD GWB AT ALL DAMP OR WET LOCATIONS(BATHS&LAUNDRY AREAS). (220V),6"DRYER VENT DRYER THRU WALL GENERAL WINDOW NOTES 7. FLOOR WATERPROOFING MEMBRANE TO BE:LATICRETE 9235 OR EQ.ALT. TO EXTERIOR 7. USE CEMENT BOARD BEHIND ALL TILE AND IN ALL DIRECT WET LOCATIONS. ® HIGH STORAGE SHELF 1. FIELD VERIFY ALL ROUGH OPENINGS PRIOR TO ORDERING 4. SHOP DRAWINGS SHALL BE PROVIDED FOR ALL WINDOWS AND GLAZED SWING DOORS. 8. INTERIOR BATT INSULATION TO BE: KNAUF ECOBATT INSULATION OR EQ.ALT. 2. ALL WINDOWS SHALL BE INSULATED WITH A MINIMUM U-VALUE OF 0.30 OR AN AVERAGED TOTAL ❑5 BUILT-IN TABLE PROJECT VALUE OF U-0.30 OR LESS. SEE ENERGY ANALYSIS. 5. WINDOW GLAZING TO BE: 9. ABOVE GRADE WATER RESISTANT BUILDING WRAP TO BE: WATERBLOCK ADVANTAGE 30 SYNTHETIC WATER RESISTANT BUILDING WRAP OR EQ.ALT. E 12K BTU LOW WALL HEAT PUMP,DAIKIN -MARVIN DOUBLE PANE,"LOW-El",ARGON FILL PANEL FXVS12NVJU OR EQUAL ALTERNATE, 3. REFER TO PLANS AND EXTERIOR ELEVATIONS TO VERIFY WINDOW OPERATIONS OR SWINGS. 10. BELOW GRADE FOUNDATION WALL WATERPROOFING TO BE: DAMP PROOFING PER GC. PROVIDE CONDENSATE DRAIN PER MANUF'R INSTRUCTIONS W WATER HEATER/ELEC.50G TANK E 24"DEEP BUILT-IN DESK(29"A.F.F.) ❑9 24"WIDE COUNTER-DEPTH REFRIGERATOR/ FREEZER 10 TALL PANTRY CABINET 11 CADET RMC162W RECESSED ELECTRIC WALL HEATER,CENTER ABOVE TOILET AT 72" ABOVE FINISHED FLOOR 12 24"RANGE,W/OVERHEAD VENT 13 12"DEEP OVERHEAD OPEN SHELF 14 SHIP LADDER TO LOFT 15 SPLIT HEAT PUMP OUTDOOR UNIT,LG 24K BTU,MOUNT 2"ABOVE SURROUNDING GRADE ON CONCRETE PAD 16 PERMEABLE CONCRETE PAVER SURFACE, SET 7.5"BELOW DOOR THRESHOLD 17 150 AMP ELEC.PANEL 18 14.5"X 24"MEDICINE CABINET W/MIRROR FRONT,CENTER ON CABINET/SINK 19 RECESSED CEILING LIGHT&VENT FAN © 01 © 01 © 01 COMBO(80CFM),SET ON TIMER FOR WHOLE HOUSE VENTILATION,SEE SHEET TO.02 FOR SPECS.&REQUIREMENTS A201 A301 A201 A301 A201 A301 ®0 COAT HANG BAR&OPEN SHOE SHELVING �� LOW A B A B A D ®1 4EBOX GUTTER W/3"ROUND DOWNSPOUT, �� MATCH ROOF COLOR 13'-0" 13'-0" 13'-0" / / / / , ©2 36"HIGH LOW WALL/GUARD RAIL,SEE DETAIL XX/XX 4'-3 1/2" (103\ 15 ®3 EXTERIOR FROST FREE HOSE BIB w1 / Jr '-6" C k �11I ® COMBO SMOKE/CARBON MONOXIDE el I , 411 , co _ _ DETECTOR,CEILING MOUNTED,HARDWIRED \\\\\� \ � w`\\\`\ &INTERCONNECTED W/BATTERY BACKUP \ r 3'4.- 1'11., (21303) IL CLOSETSEAL&SIGNATURE: \ \ Washing machine BATH 25sfthooku s shall be 11451 LOFft O8 accessble, and ® \\\� `\\ 42sgft 18 1 REGISTERED NEn 70 q { ARCHITECT 7 drains shall be 411111: - • Moo�� 244'31/2" ® readily accessible 03 1 under UPC 606.6, NI I DUSTIN R. STEPHENS Ni. • III LI 804.1. r �������������������� �������w��06������ n STATE OF WASH I N GTON 14 \ 2'-6" / 14 7'-4 7/8" o rr 0 01 Ni, \ / (202) o ©COPYRIGHT MOA Architects PC,2020 0 0 o N ' w N / `" ♦ All ideas,designs,and plans indicated or represented OPEN TO A . by these drawings are owned by and are property of © © © BELOW ® © © LIVING 5 © Mobile Office Architects PC(MOA)and were created and developed as instruments of service in A201 A201 A201 / \ ® A201 A201 156 sgft ❑/ A201 connection with the specified project. None of such ideas,designs,or plans shall be used for any - / \ purpose whatsoever without the written permission of K1B02) MOA. 02 02 02 W \ \ 02 02 } o - 02 A301 A301 A301 / A301 A301 A301 MILLER / G O E \/ Y N DETATCHED ADU c? 9 508 4TH STREET, v ANACORTES,WA 98221 Q7 04 10 09 13 APN P56508 ID , • o CO © EQ. EQ. DATE DESCRIPTION 21 (101) ® 07/13/20 ISSUED FOR PERMIT W1 11/21/20 PERMIT REVISION I © 01 © 01 © 01 A201 A301 A201 A301 A201 A301 CONSTRUCTION PLANS ROOF PLAN LOFT LEVEL CONSTRUCTION PLAN 2ArUND FLOOR CONSTRUCTION PLAN 3 .._ . " 2 ( j) A101 SCALE: 1/4 -1 -0 SCALE: 1/4"=1'-0" 1/4"=1'-0" EXTERIOR MATERIALS INDEX ARCHITECT MOA DESIGN-BUILD C --- ) ITEM CSI # MFG./MODEL NO. DIMENSIONS COLOR FINISH REMARKS DUSTIN STEPHENS,RA LIC.#11451 805 722-9083 (EX-01) CORRUGATED METAL METAL SALES 7/8" DEEP TBD BY OWNER PAINTED DSTEPHENS@MO-ARCH.COM OWNER FIBER CEMENT (Ex-02) PROTECTION BOARD 1/2" THICK TBD BY OWNER PAINTED CLARITY MILLER 508 4TH STREET (EX-03) PANELIZED SIDING TBD BY OWNER PAINTED ANACORTES,WA 98221 CLARITYMILLERGOE@GMAIL.COM NOTES: Y uJ w Y U Z z U Q J J Q W r1 r1 W m W W ( a 0_ 0_ p cC 0 0 0_ Q CC Q >- 0_ D_ >- B A o o A\ B ( 4'-1 3/8" 10'-0" 10'-0" 4'-1 3/8" i i / 1I / 20-FOOT HEIGHT LIMIT 20-FOOT HEIGHT LIMIT \O'cc OCQG�/ \/6 OFF ��G���/ T.O. ROOF _ \9,.A<% �`����/ } T.O. ROOF +/-16' 10.5" �sFrT� 4G*0/ - Y +/-16'-10.5" \ / • • C EX-01 • - B.O. ROOF T.O.F7-11.625. - T - • (EX-01) (EX-01 ) • - \ 4 7'--111.625"L( T.O. TOP PLATE _/ / T.O. TOP Pl 7'-0.625" o o 7' 0.625" 1 co co (EX-02) (EX-02) \ T.O. FINISHED SLAB \ T.O. FINISH 0'-0" $ — ./ ti — o'-o" eNORTH ELEVATION SOUTH ELEVATION i) .._ . " 3 .._ . SCALE: 1/4 -1 -0 SCALE: 1/4 -1 -0" SEAL&SIGNATURE: 11451 REGISTERED ARCHITECT DUSTIN R. STEPHENS STATE OF WASHINGTON 1 2 2 1 ©COPYRIGHT MOA Architects PC,2020 I All ideas,designs,and plans indicated or represented by these drawings are owned by and are property of Mobile Office Architects PC(MOA)and were created T.O. ROOF T.O. ROOF and developed as instruments of service in +/-16' 10.5" +/-16' 10.5" connection with the specified project. None of such ideas,designs,or plans shall be used for any 12 12 purpose whatsoever without the written permission of MOA. 1 3 31 \ (Ex03) j (EX03) MILLER / GOE 111 DETATCHED ADU . - LOF 508 4TH STREET, ANACORTES,WA 98221 APN P56508 DATE DESCRIPTION 07/13/20 ISSUED FOR PERMIT T.O.F7-11.625T ' • (EX-01 )IIIT.O.F7-11.625" • EX-01 11/21/20 PERMIT REVISION T.O. TOP PLATE T.O. TOP PLATE / 7'-0.625" \ 7'-0.625" IAHOSE BIB& DRYER VENT \ • \ \ (EX-02) (EX-02) o / EXTERIOR T.O. FINISHED SLAB N / T.O. FINISHED SLAB 0'-0" $ I 0'-0" - 1 ELEVATIONS WEST ELEVATION EAST ELEVATION A201 2 .._ . SCALE: 1/4 —1 -0 SCALE: 1/4 -1 -0" WALL TYPES SCALE: 1"= 1'-0" FLOOR TYPES SCALE: 1"= 1'-0" ROOF TYPES SCALE: 1"= 1'-0" ARCHITECT MARK SECTION DESCRIPTION F.P. RATING MARK SECTION DESCRIPTION F.P. RATING MARK SECTION DESCRIPTION F.P.RATING MOA DESIGN-BUILD DUSTIN STEPHENS,RA LIC.#11451 EXTERIOR 2X6 STUD WALL METAL ROOFING 805 722-9083 INTERIOR DSTEPHENS@MO-ARCH.COM EXTERIOR EXTERIOR a EXTERIOR -EXTERIOR WALL FINISH--- ° a . a EXTERIOR -24GA 7/8"DEEP CORRUGATED ROOFING,METAL 24 GAUGE 7/8"DEEP CORRUGATED METAL, ° ° ''X2727(‘)( METAL SALES OR EQUAL ALTERNATE,W/ a ° /F FASTENERS PER ROOFING MANUF'R,PLACE AT W 1 WASHER HEAD FASTENERS PER MANUF'R SPECS,PLACE FASTENERS AT VALLEY OF __ __ __ CONCRETE SLAB ON GRADE .1. _ALANL '*. CROWN OF CORRUGATIONS,TYP.AT ROOFING. -SYNTHETIC UNDERLAYMENT,WATERBLOCK CLARITY MILLER CORRUGATIONS,TYP.AT WALL INSTALLATION. INTERIOR EL ADVANTAGE 30 OR EQUAL ALTERNATE 508 4TH STREET -WATER RESISTANT BUILDING WRAPAPA RATED D�O�O�O�O�O�O�O�O�O�O�O� 4"REINFORCED CONCRETE SLAB PER -5/8"APA PLYWOOD ROOF DECK W/CLIPS AT ANACORTES,WA 98221 SHEATHING PER STRUCTURAL C 1 STRUCTURAL SPECS,FINISH AND SEALER TBD ) UNSUPPORTED SEAMS CLARITYMILLERGOE@GMAIL.COM INTERIOR -2X6 STUD FRAMING PER STRUCTURAL SPECS W/ r 2"RIGID INSULATION(R-10) -WOOD FRAMING PER STRUCTURAL SPECS W/2" R-21 KRAFT FACED BATT INSULATION INFILL -10 MIL BLACK POLYETHYLENE VAPOR BARRIER R1 / gui (R14)CLOSED CELL SPRAY FOAM INSULATION INTERIOR WALL FINISH--- 2"LEVELING SAND AVELr/ APPLIED IN DIRECT CONTACT W/UNDERSIDE OF 5/8"BALTIC BIRCH PLYWOOD,FASTEN W/1.75" SUBOMPACTED GRADE PER STRUCTURAL SPECS �, ) ROOF SHEATHING AND R-38 FIBERGLASS GRK TRIM-HEAD SCREWS W/REVERSE THREAD I INSULATION INFILL BELOW. **DO NOT INCLUDE ("BRASS COLOR")@ 16"O.C.,ALIGN FASTENER (,kGD INTERIOR PAVAPOR BARRIER** LAYOUT INTERIOR -INTERIOR CEILING FINISH--- INTERIOR OPTION 1: PAINTED 5/8"GWB —I I I III III III I I I- OPTION 2: 5/8"BALTIC BIRCH PLYWOOD,FASTEN W/1.75"GRK TRIM-HEAD SCREWS W/REVERSE INTERIOR THREAD("BRASS COLOR")@ 16"O.C.,ALIGN I f INTERIOR 2X6 STUD WALL///PTD GWB OR FASTENER LAYOUT INTERIOR ) )QSSSS (‘) C PLYWOOD FINISH TYP WOOD FLOOR INTERIOR INTERIOR INTERIOR WALL CONSTRUCTION IS THE SAME AS WALL -FINISHED WOOD FLOORING I TYPE"W3",EXCEPT FOR 2X6 FRAMING/// INTERIOR —I -3/4"DURASTRAND T&G SUBFLOOR SHEATHING ANDNAILED E 1),GLUED W/SUBFLOOR ADHESIVE INTERIOR F2 WOOD FRAMING NGN R L STRUCTURAL SPECS W/R-19 INTERIOR I �� . _ I BATTINSULATION-INTERIOR CEILING FINISH--- INTERIOR 2X4 STUD WALL I//PTD GWB OR I I OPTION 1: PTD 5/8"GWB,LEVEL 4 FINISH C PLYWOOD FINISH SXSSSS ( INTERIOR OPTION 2: 5/8"BALTIC BIRCH PLYWOOD,FASTEN W3 INTERIOR W/1.75"GRK TRIM-HEAD SCREWS W/REVERSE J\ -///WALL CONSTRUCTION IS THE SAME AS WALL THREAD("BRASS COLOR")@ 16"O.C.,ALIGN I TYPE"W3",EXCEPT FOR 2X6 FRAMING/// FASTEN INTERIOR ER LAYOUT INTERIOR INTERIOR GENERAL WALL NOTES GENERAL FLOOR NOTES GENERAL ROOF NOTES 1. REFER TO STRUCTURAL DRAWINGS FOR ALL REBAR AND STRUCTURAL MEMBER SIZING AND CONNECTIONS. 1. REFER TO FINISH SCHEDULE FOR MORE INFORMATION ON FINISHES 1. REFER TO FINISH SCHEDULE FOR MORE INFORMATION ON FINISHES 2. FASTEN ALL TYPE-X DRYWALL W/1"TYPE-S DRYWALL SCREWS 8"O.C.AT VERTICAL JOINTS AND 12"O.C.AT FLOOR AND CEILING RUNNERS AND 2. USE GOLD BOND XP PURPLE BOARD GWB OR EQ.ALT.IN LIEU OF STANDARD GWB AT ALL DAMP OR WET LOCATIONS. 2. USE GOLD BOND XP PURPLE BOARD GWB OR EQ.ALT.IN LIEU OF STANDARD GWB AT ALL DAMP OR WET LOCATIONS. INTERMEDIATE STUDS. STAGGER JOINTS 24"ON OPPOSITE SIDES. 3. USE CEMENT BOARD BEHIND ALL TILE AND IN ALL DIRECT WET LOCATIONS. 3. USE CEMENT BOARD BEHIND ALL TILE AND IN ALL DIRECT WET LOCATIONS. 3. WALL"FINISH"NEED NOT BE APPLIED WHERE PERMANENT CASEWORK IS COVERING THE APPLICABLE WALL AREA. TYPICAL GWB MAY BE USED IN THESE AREAS W/ALL JOINTS TAPED AND SANDED SMOOTH(UNO). 4. WATERPROOFING MEMBRANE AT TILE FLOORS TO RUN UP WALLS A MIN.OF 6" 4. BAIT INSULATION TO BE:KNAUF EDOBATT INSULATION OR EQ.ALT. 4. REFER TO FINISH SCHEDULE FOR MORE INFORMATION ON FINISHES 5. INTERIOR BATT INSULATION TO BE: KNAUF ECOBATT INSULATION OR EQ.ALT. 5. CLOSED CELL SPRAY FOAM INSULATION TO BE:TIGER FOAM TF-600FR(ICC REPORT ESR# 5. REFER TO ELEVATIONS FOR FINISH LOCATIONS 6. BELOW GRADE INSULATION TO BE:OWENS CORNING FOAMULAR 250(XPS)OR EQ.ALT.UNDER SLAB&THERMASHEATH RMAX POLYISO AT 6. SELF-ADHERED WATERPROOFING MEMBRANE UNDERLAYMENT TO BE:WATERBLOCK ADVANTAGE 30 OR EQ.ALT VERTICAL SLAB EDGES 6. USE GOLD BOND XP PURPLE BOARD GWB OR EQ.ALT.IN LIEU OF STANDARD GWB AT ALL DAMP OR WET LOCATIONS(BATHS&LAUNDRY AREAS). 7. FLOOR WATERPROOFING MEMBRANE TO BE:LATICRETE 9235 OR EQ.ALT. 7. USE CEMENT BOARD BEHIND ALL TILE AND IN ALL DIRECT WET LOCATIONS. 8. INTERIOR BATT INSULATION TO BE: KNAUF ECOBATT INSULATION OR EQ.ALT. 9. ABOVE GRADE WATER RESISTANT BUILDING WRAP TO BE: WATERBLOCK ADVANTAGE 30 SYNTHETIC WATER RESISTANT BUILDING WRAP OR EQ.ALT. 10. BELOW GRADE FOUNDATION WALL WATERPROOFING TO BE: DAMP PROOFING PER GC. B CAD 2 1 i I I ail T.O. ROOF T.O.ROOF I +/-16'-10.5" �i jiT.O. PLATE(HIGH END) jiT.O.PLATE(HIGH END) I :) •s;:.;.;a;,.. +15'-5.75" +15'-5.75" = i R1 R1 X k.- 80180 80 6iL I 'c:;.:;.•. SPRAY FOAM INSULATION WRAPS DOWN TO TOP PLATE g 4"BOX GUTTER TO MATCH SIDING COLOR ....04:1„,..,, ....44.0._ 1,41:41*,. ..v3v.:,_. r1 r1 r1 11 11 U PROVIDE WEB STIFFENERS TO BOTH SIDES OF TJI ROOF w I RAFTERS FLUSH TO EDGES OF FLANGES, PROVIDE TOP T.O. PLATE(LOW ENS T.O.PLATE(LOW END)_ * PLATE TO RAFTER CONNECTION: (1)SIMPSON H8 TIE AT +10'5.75" +10'-5.75" *; EACH END OF RAFTERS FASTENED TO WEB STIFFENER i I I (DO NOT FASTEN TO TJI FLANGE) i P P RIM BOARD, PER STRUCTURAL DOUBLE TOP PLATE,TYP.AT ROOF,ALIGN ROOF SEAL&SIGNATURE: O i I RAFTERS OVER STUD LAYOUT i �,r� 11451 F2 _, REGISTERED � ARCHITECT It 17L1?}j Atli F.F. LOFT F.F. LOFT 1 ) — +7' 7.25" +7' 7.25" > >S1111111111111111111111111�15111111111111�11S111' TOP PLATE(a�LOFT FRAMING TOP PLATE(a LOFT FRAMING DUSTIN R. STEPHENS 7' 5/8" Y+7'5/8"NM STATE OF WASHINGTON f ----:, 2X6 SILL PLATE OVER LOFT SUBFLOOR 2x6 RIM BOARD,TYP. a11 11 ©COPYRIGHT MOA Architects PC,2020 2X6 TOP PLATE,ALIGN FLOOR JOISTS OVER STUDS ..., I'I I All ideas,designs,and plans indicated or represented al --- I by these drawings are owned by and are property of \ Mobile Office Architects PC(MOA)and were created and developed as instruments of service in connection with the specified project. None of such ideas,designs,or plans shall be used for any purpose whatsoever without the written permission of WALL ASSEMBLY PER PLAN L MOA. X ANCHOR BOLTS PER SHEAR WALL SCHEDULE 2X6 PT LOWER SILL PLATE W/2X6 UPPER PLATE, \ = MILLER / GOE PROVIDE CONT. FOAM SILL SEAL BETWEEN \ DETATCHED ADU LOWER PLATE&CONCRETE 24GA Z-FLASHING OVER PROTECTION BOARD \ 508 4TH STREET, 1/2"CONCRETE PROTECTION BOARD / ANACORTES,WA 98221 �- �, APN P56508 F1 R10 CONT. RIGID SLAB PERIMETER INSULATION F1I / l BITUMINOUS DAMP-PROOFING AT SLAB EDGE / Aik 01 FLOOR S� -� a ° 1 ° - _ \ 01 FLOOR ° e - - -� DATE DESCRIPTION +0 0"(EL. +0' 0") ° a ° �/. +0 0"(EL.+0' 0") 4 ° a °� ° a- - ° 07/13/20 ISSUED FOR PERMIT v oa oa oa o ....o ov.❖..o v oa °o.o o v .%/Vi..•\\®�..V.V.V.V:ems.V.V.V.V.V.V/� ...V.V.V..V..V.V®/�3.V.V.V...V.V.VV.V.V.V.V.V...................._\V.V.V..V.V .......:ate.V.V.V.V.V.V.V 3.V.V.V...V.V.V®/� V.V.V.......V..V ..••...V.V.V®®/Vi.••.V..V.V.�..V.V.V.V... a f �, a 4 —IIII —ii 1, v • °0 11/21/20 PERMIT REVISION 1= =III=1 1= ° =1 =1 =1 =1 =1 — _.. ._.. ._.'._.._ ._..'._..'._..'._..'._..'._..' _..'._..'._..'._..' _..'._..' . ' ..'._..'._. ' .. _.. ._..'._..'._..' _..' ..'._..'._ ._..'._.. ° I =I =I I=I I ° a $ 3 G r� � ,- G G G G .. % �i •si •si �i si •�i si •si �i �i �i �i �i ,, II I —I I— a —III-11-1 I II •i•,.........„.....•;a, - ,__ -f• - - . - - . - - - - - - - ,. . - . - - - - - - - a —III—I — I -1 =1 1= l a° a I— 1 III 1 1— — — = I I I1 II1 I 11 I 1 a �1,1 1I 1 1 1 1=1 —I I— —I °° —III—I = — ���11RE REINFORCEMENT PER STRUCTURAL PLANS II I I I I • ° IIII I I I 1 I I I _#4HOOKS @ MAX.48"O.C. I-11 II11 _ 11 I I - = 1I I I I1I 1 R_1 11I (, ONO.#4 HORIZ. REINFORCEMENT BARS II I1I I I- _ I1I I I1 -I I I I I I I I I I I 11- I I I I I I Iill I I II I " 1-1 1 I I —I —I I— I � I I -11 1 1 I I I� I I 1=I =I =I I I I I—I I=I I =I I I1II=11 1= =1 - I— I I I I I— I I =I I11 =I11 1=I =1=1 u M 1 1/2" MIN. COVERAGE, TYP. CONSTRUCTION z SECTIONS 2 N BUILDING CROSS SECTION BUILDING CROSS SECTION A300 SCALE: 114 -1 -0 SCALE: 114 -1 -0 SHEARWALL SCHEDULE GENERAL STRUCTURAL NOTES ARCHITECT MOA DESIGN-BUILD APPLICABLE CODES: DUSTIN STEPHENS,RA LIC.#11451 2012 INTERNATIONAL BUILDING CODE 805 722-9083 MARK SHEATHING NAILING TOP PL BOTTOM PL NOTES BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-CURRENT EDITION) DSTEPHENS@MO-ARCH.COM CONNECTION CONNECTION DESIGN LOADS: OWNER ROOF 25 PSF (SNOW) 7 LPT5@16"0.C. TO RAKE BETWEEN RAFTERS CLARITY MILLER 5/16"CD-X OR OSB OR 8D@ 6" O.C. PNL EDGES BOARD & BLOCKING (2) 16D@12"O.C. 1,2,5,9 BASIC DESIGN WIND SPEED 110 MPH (ULTIMATE) 5/8"T1-11 (1) FACE 8D@ 12"O.C. FIELD EXPOSURE B 5084TH STREET IMPORTANCE FACTOR 1.0 ANACORTES,WA 98221 CLARITYMILLERGOE@GMAIL.COM SEISMIC ZONE D SDs 0.772 SD1 0.451 IMPORTANCE FACTOR (le) 1.00 SHEARWALL NOTES: SEISMIC USE GROUP II 1. ALL EXTERIOR WALLS TO BE TYPE 1 U.N.O. SITE CLASS D 2. BLOCK ALL PANEL EDGES COMPONENTS AND CLADDING: 3. PROVIDE 3X SILL PLATE ALL BUILDING COMPONENTS AND CLADDING ENGINEEREID BY THE COMPONENT 4. OFFSET PANEL EDGES MANUFACTURER ARE TO BE DESIGNED BY THE MANUFACTURER'S ENGINEER FOR WIND LOADS DETERMINED PER THE 2012 INTERNATIONAL BUILDING CODE FOR THE BASIC 5. PROVIDE 1/2"A.B. @ 48" O.C.W/ 1/4"X 3"X 3" PLATE WASHERS DESIGN WIND VELOCITY, IMPORTANCE FACTOR, AND EXPOSURE LISTED ABOVE. 6. PROVIDE 1/2"A.B. @ 24" O.C.W/ 1/4"X 3"X 3" PLATE WASHERS FOUNDAT7. PROVIDE 1/2"A.B. 24" O.C.W/ 1/4"X 3"X 3" PLATE WASHERS 10NS: @ ALLOWABLE SOIL BEARING PRESSURE IS 1,500 PSF. 8. STUDS SHALL BE SPACED NOT MORE THAN 16"O.C. MINIMUM SUBGRADE PREPARATION REQUIREMENTS ARE AS FOLLOWS: COMPACT ALL FILL UNDER BUILDING TO 98% MAXIMUM DENSITY AS DETERMINED BY ASTM D698. PLACE IN LAYERS OF 8" MAXIMUM LOOSE THICKNESS. CONCRETEL CONCRETE COMPRESSIVE: STRENGTH IN 28 DAYS: SLAB ON GRADE, FOOTINGS, GRADE BEAMS - 6 SACK, 2,500 PSI, NORMAL WEIGHT REINFORCING STEEL: ASTM A615 - GRADE 60. ALL REINFORCING TO BE WELDED - ASTM A706. WELDED WIRE FABRIC - ASTM A185 (FLAT SHEETS ONLY) REFER TO THE DRAWINGS FOR REINFORCING LAP REQUIREMENTS, WHERE LAP SPLICES ARE NOT SHOWN, LAP PER ACI 318 OR CRSI STANDARDS. LAP WELDED WIRE FABRIC SHEETS 8" MINIMUM. CLEAR COVER FROM FACE OF CONCRETE: CAST IN PLACE CONCRETE(meosure to outermost reinforcing): FOOTINGS 3" SLABS EXPOSED TO EARTH AND WEATHER 1-1/2" PROVIDE REINFORCING IN SLABS ON GRADE 1-1/2" FROM TOP OF SLAB: FOR SLABS ON GRADE, SLAB AND GRADE BEAM REINFORCING SHALL BE HELD IN PLACE BY BAR SUPPORTS WITH SAND PLATES, OR PRECAST CONCRETE BAR SUPPORTS AS DESCRIBED IN CHAPTER 3 OF THE CRSI MANUAL OF STANDARD PRACTICE. BAR SUPPORTS SHALL BE SPACED AT A MAXIMUM OF 4'-0" OC BOTH WAYS. ROCKS, CMU, OR CLAY BRICK WILL NOT BE USED AS SUPPORTS. STRUCTURAL STEEL: WIDE FLANGE SHAPES (W SECTIONS) - ASTM A992, GRADE 50 F'Y= 50 KSI CHANNELS, ANGLES, PLATES, RODS, AND BARS - A36 FY = 36 (KSI SQUARE AND RECTANGULAR TUBES ASTM A500 - GRADE B FY= 46 KSI PIPES ASTM A53- GRADE B FY= 36 KSI ANCHOR BOLTS AND THIREADED RODS SHALL CONFORM TO ASTM A36 OR A307. BEAM SIMPLE, SHEAR CONNECTIONS NOT DETAILED ON STRUCTURAL DRAWINGS SHALL BE DESIGNED BY STEEL SUPPLIER FOR LOADS SHOWN ON DRAWINGS OR FOR REACTIONS DETERMINED BY USING THE ALLOWABLE UNIFORM LOAD AS TABULATED IN PART 2 OF THE AISC MANUAL OF STEEL CONSTRUCTION FOR THE SECTION, SPAN AND STRENGTH OF STEEL SPECIFIED. CONNECTIONS: 3/4" DIAMETER BOLTS, ASTM A325 TIGHTENED TO A SNUGTIGHT CONDITION PER AISC REQUIREMENTS. WHERE STEEL MEMBERS ARE WELDED AND NO SIZE IS SPECIFIED, PROVIDE FULL LENGTH FILLET WELDS BOTH SIDES OF MEMBER. WELD SIZES SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: MEMBER THICKNESS (INCHES) WELD SIZE (INCHES) 3/16 3/16 1/4 3/16 5/16 3/16 3/8 1/4 7/16 1/4 1/2 5/16 9/16 3/8 5/8 7/16 SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. ANY MEMBER HAVING A SPLICE NOT SHOWN AND DETAILED ON SHOP DRAWINGS WILL BE REJECTED. ( \ ALL WELDING SHALL CONFORM TO THE AMERICAN WEU)ING SOCIETY CODE. A) B USE E70 SERIES ELECTRODES FOR ALL STRUCTURAL STEEL WELDS. 13'-0" SEE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL ITEMS REQUIRED TO BE HOT-DIP GALVANIZED AFTER FABRICATION. O O STRUCTURAL STEEL SHALL BE PUNCHEI) FOR WOOD BLOCKING, NAILERS, CLIPS AND TIES IN ACCORDANCE WITH ARCHITECTURAL/STRUCTURAL DETAILS. SEAL& SIGNATURE: O - - D1 = 3'-6" — D2 = 7'-9" I — Pr A ULTRASONIC INSPECTION BY THE TESTING LABORATORY SHALL BE PROVIDED FOR ALL 11451 WELDS CALLED FOR ON THE STRUCTURAL DRAWINGS OR SHOP DRAWINGS AS PARTIAL OR S. REGISTERED ALL FULLSTEEL EXPOSED TOETRATION IVIEW SHALL BE CLASSIFIED AS ARCHITECTURALLY ARCHITECT EXPOSED STRUCTURAL STEEL (AESS) AS DEFINED BY THE AISC CODE OF ARCHITECT NOTES: O STANDARD PRACTICE AND SHALL BE TREATED AS SUCH. DUSTIN R. STEPHENS 0 1) ALL FACTORED BRACED WALLS Ej% FRAMING LUMBER: STATE OF WASHINGTON LABELED MEET THE MINIMUM FRAMING LUMBER TO BE DF#2 U.N.O. DWIDTH REQUIRED BY FACTORS EXTERIOR HEADERS TO BE 4X10 DF#2 U.N.O. 4 SHOWN IN IRC TABLE 602,10,5 INTERIOR HEADRES TO BE 4X1O DF#2 U.N.O. © UNLESS N❑TED, © POSTS TO BE DF#2 U.N.O. EXTERIOR STUDS TO BE 2X6 DF STUDS OR BETTER GLULAM SEAMS: G ©COPYRIGHT MOA Architects PC,2020 2) ALL EXTERIOR WALLS SHALL BE SHEATHED, NAILED, FASTENED All ideas,designs,and plans indicated or represented AND ANCHORED T❑ MATCH SHEAR by these drawings are owned by and are property of c WALL TYPE 1 U.N.O. Mobile Office Architects PC(MOA)and were created c LULILAM BEAMS TO BE MANUFACTURED BY BOISE CASCADE, OR EQUAL, AND TO HAVE and developed as instruments of service in w THE FOLLOWING MINIMUM BENDING PROPERTIES: connection with the specified project. None of such 2) ALL WALL STUDS SHALL BE Fb = 2,�400 PSI ideas,designs,or plans shall be used for any N❑ 2 GRADE ❑R BETTER. Fv = 26:5 PSI E = 1,800,000 PSI purpose whatsoever without the written permission of MOA. 3) RUN WALL SHEATHING PANELS VERTICALLY W/ 4' STAGGERED NOTES ON BUILDING ERECTION: VERTICAL ALIGNMENT, RUN THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY MILLER / GOE SHEATHING PATTERN C❑NTINU❑US RESPONSIBLE FOR ALL CONSTRUCTION (MEANS, METHODS, PROCEDURES, TECHNIQUES, AND FROM GROUND TO ROOF PR❑VIDE SEQUENCE. DETATCHED ADU 2X6 BL❑CKING BACKING AT ALL 5084TH STREET, H❑RIZ❑NTAL SHEATHING SEAMS ALL APPIUCABLE SAFETY REGULATIONS TO BE FOLLOWED STRICTLY. ANACORTES,WA 98221 APN P56508 i 7o THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS A NS OF NSTRUCTION LOADS THE 0 c� j PARTIALLY DCOMPLETED ESTRUCTURE OSHALL BEOCONSIDERED BY THE CONTRACTOR AND SO DATE DESCRIPTION INCLUDED IN THE DESIGN OF SHORING, BRACING, FORMWORK, AND ANY OTHER SUPPORTING ELEMENTS PROVIDED FOR CONSTRUCTION OF THE STRUCTURE. DURING 07/13/20 ISSUED FOR PERMIT 41) C1JPq j///////////////4'-6//////� N ERECTION AND UNTIL ALL PERMANENT CONNECTIONS ARE MADE, THE CONTRACTOR MUST PROVIDE TEMPORARY BRACING FOR THE STRUCTURE IN ALL DIRECTIONS. 11/21/20 PERMIT REVISION Al = 4'-6" A2 = 4'-6" 0 O THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND GRADE CONDITIONS, (BOTH NEW AND EXISTING) REPORTING ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH ANY PHASE OF THE WORK. THE CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATION OR INSTALLATION OF STRUCTURAL MEMBERS. DO NOT SCALE DIMENSIONS FROM DRAWINGS. THE CONTRACTOR SHALL REQUEST, FROM THE ARCHITECT, NECESSARY DIMENSIONS NOT SHOWN ON THE DRAWINGS. PRINCIPAL OPENINGS IN THE STRUCTURE ARE SHOWN ON THESE DRAWINGS. THE GENERAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR REQUIRED OPENINGS AS THEY SHALL BE S 1 0 0 PROVIDED FOR WHETHER SHOWN ON THIESE DRAWINGS OR NOT. GENERAL CONTRACTOR N SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ALL SUB-CONTRACTORS PRIOR SHEARWALL PLANED SEE ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, FLOOR SLOPES, AND THE STRUCTURAL C ) 1 LOCATIONOF DEPRESSEID FLOOR AREAS. PLANS HEADER / BEAM SCHEDULE ARCHITECT MOA DESIGN-BUILD DUSTIN STEPHENS,RA LIC.#11451 MARK HEADER / BEAM BEARING # OF KING NOTES 805722-9083 STUDS DSTEPHENS@MO-ARCH.COM H6, H7 RIM BOARD ABOVE ACTS AS 2 TRIMMER STUDS FRAME DOWN FOR ROUGH OPENING AS REQUIRED OWNER A B HEADER (1.25 X 14" LVL) EACH SIDE USE 4X JOIST HANGER FOR ROOF JOIST CONNECTION CLARITY MILLER TO HEADER AREA 508 4TH STREET 13'-0" ANACORTES,WA 98221 1 TRIMMER STUD CLARITYMILLERGOE@GMAIL.COM H1 THRU H5 (2)2X6#2 OR BETTER HEM FIR EACH SIDE 1 EACH SIDE SEE IRC TABLE 602.7(1) B1 NA WALL TOP PLATE CO 4X8#2 OR BETTER HEM/FIR (4" EA SIDE) SEE IRC TABLE 602.7(1) — 11111 \\\\\\O\\\\\\\\\\\\\\\\\�.'\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\tea\\\\ H5 \ B2 4X6#2 OR BETTER HEM/FIR SIMPSON HUC46TF NA SEE IRC TABLE 602.7(1) HEADER/BEAM NOTES: 1. REFER BLOCKING AND TO ATTACHMENT.CALCULATIONS PACKAGE FOR ADDITIONAL DETAILS ON ADDITIONAL REQUIREMENTS FOR BEARING AREA, LU 2. REFER TO IRC TABLE 602.7(1) FOR STANDARD MEMBER SIZING. Ce u L� L, RIM BOARD ACTS AS WINDOW HEADER I _ o \, 5/8" APA PLYWOOD ROOFDECK W/ 2 b SIMPS❑N PSCL EDGE CLIPS AT ALL`` _ OVER 14" WEYERHAEUSER ❑TJI 230 ' J❑ISTS @ 24" ❑,C,, FILL END 4" TJI Qyp \ WITH FLUSH WEB STIFFENER (GLUED AND SCREWED) AT EACH END, BOTH N SIDES. USE (1) SIMPS❑N H8 TIE AT N EACH RAFTER TO WALL TOP PLATE CONNECTION IN ADDITION TO NAILING. STRUCTURAL KEYNOTES N 1-1/4" X 14" LVL RIM BOARD, TYP. \� 1 6"THICK CONC. EQUIPMENT PAD, SET 2" VE INISHED GRADE, REINFORCE W/F6X6 WELDED WIRE L MESH, HARD TROWEL SMOOTH © O��\�\��\\��\\�\��V\\�X X 2 TYP. THICKENED SLAB FOOTING: 1'-4"WIDE W/2-#4 BARS TOP AND BOTTOM. SEE SECTION DETAILS. FOUNDATION GENERAL NOTES 3 SAW CUT CONTROL JOINT IN SLAB, 7/8"DEEP I 1. Concrete shall have a minimum specified compressive strength of 3,000 psi at 28 days. The maximum weight of fly ash,other pozzolans,silica fume,slag or blended cements that is included in concrete mixtures for garage floor slabs and for exterior porches,carport slabs and steps that will be exposed to deicing chemicals shall not exceed the percentages of the total weight of cementitious materials specified in Section 19.3.3.4 of ACI 318. Materials used to produce concrete and testing thereof shall comply with the applicable standards listed in Chapters 19 and 20 of ACI 318 or ACI 332. Concrete shall be air-entrained.Total air content(percent by volume of concrete) shall be not less than 5 percent or more than 7 percent. *For garage floors with a steel-troweled finish, reduction of the total air content(percent by volume of concrete)to not less than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,000 psi. 2. Where a construction joint is created between a footing and a stem wall,a minimum of one vertical No.4 bar must be provided at not more than 4 feet on center.The vertical bar must extend to 3 inches clear of the bottom of N the footing, have a standard hook and extend a minimum of 14 inches into the stem wall.Skagit County policy requires that these vertical bars be placed in the forms prior to the footing inspection and that concrete be cast with ROOF FRAMING PLAN ED bars in place. Rebar with hooks may not be wet-set under Skagit County policy. 3. Foundation plates 3 �� = �� concrete and spaced otsmore t be bthan 4'apart.There must beolted to foundation with not l at least twess than o bolts eper piece with embeddedl bolts e b ltllo at dinto / SCALE 1/4 1 -0 between 3''/z"and 12"from each end of each piece. 3'-6" i i A11-\\CP_O B y 13'-0" , 13'-0"T 2X6 RIM BOARD, TYP. (O <V SEAL & SIGNATURE: CO • — 0 \ REGISTERED /01 1 23/32" T&G DURASTRAND ARCHITECT SUBFLOOR OVER 2X6 JOISTS @ l A301 0 24" O �C��.C. � z— -7 TYP SIMPS❑N LUS26 HANGER C❑NNECTI❑N El DUSTIN R. STEPHENS FOR LOFT JOISTS TO BEAM, TYP, 0 STATE OF WASHINGTON b 4" SLAB ON GRADE W/ 6X6 W2,1X2,1 WELDED WIRE MESH — REINFORCEMENT, HARD TROWEL \ll�lll\112.A1�i.`llllllllllllti B� l\\1\til'1\tiltill\ll\\L\l\Zll\\l\\\l\Z '� SMOOTH, SEE FINISH SPECS. ©COPYRIGHT MOA Architects PC,2020 C. All ideas,designs,and plans indicated or represented © by these drawings are owned by and are property of o \ 0 -- (BEARINGNOTE SEE WALL STUD ANALYSIS o Mobile Office Architects PC(MOA)and were created \ AND LATERAL) IN b \ b and developed as instruments of service in `" CALCULATIONS PACKAGE FOR TALL `" connection with the specified project. None of such WALL AREAS (TALL WALL AREA ideas,designs,or plans shall be used for any NOT COUNTED IN SHEAR WALL purpose whatsoever without the written permission of CALCULATIONS) MOA. 5/8" APA 6 1. CEIILING FRAMING GO OVERD D.C.24 ❑, XUSE 01 SIMPSON LUS26 HANGERS OFF A301 MILLER / GOE BEAM B2 AND BACK WALL LEDGER co .1- TYP I 1 I 2 508 4TH STREET, ANACORTES,WA 98221 _ _ B2 — — El P56508 IlkEACH SIMPS❑END ❑FN 46TF BEAM B2 HANGER AT DATE DESCRIPTION � 07/13/20 ISSUED FOR PERMIT • ����������V�� H2 — III — — — 11/21/20 PERMIT REVISION 2X6 LEDGER FASTEN TO EACH STUD W/ (2) 4" SDS SCREWS AT WALL PERIMETER I OF CEILING FRAMING S200 N N 2 UPPE"R 'FLOOR" FRAMING PLAN FOUNDATION PLAN FRAMING & FOUNDATION 0 EDI C-1) 1ED PLANS SCALE 1/4 = 1 -0 SCALE 1/4" = 1'-0" MILLER / GOE DETACHED ADU STRUCTURAL CALCULATIONS PREPARED BY MOA, DUSTIN STEPHENS, ARCHITECT ISSUED FOR PERMIT REVISION 11/21/2020 STRUCTURAL DESIGN CRITERIA: Snow Load: 25 psf Seismic Zone: D1 Wind Speed: Ultimate 110mph,Wind Exposure B Assumed Soil Bearing Capacity: 1500 psf Frost Depth: 12" NOTE: REFER AND REVIEW ALL ATTACHMENTS W/MANUFACTURER DATA AND STRUCTRUAL MEMBER CALCS. pg. 1 of 5 ROOF DEAD LOADS Type R1: Metal Roofing=2.0 psf Synthetic Underlayment=0.1 psf 5/8" Roof Deck=2.0 psf TJI Roof Framing=2.8 psf 2"Closed Cell Spray Foam Insulation= 1 psf R-38 Mineral Wool Batt Insulation=2 psf 5/8" Finish Ply=2.0 psf TOTAL= 11.9 psf, round to 15 psf FLOOR DEAD LOADS Type F1: Hardwood or Tile Finish :4.0 psf 23/32" Plywood Subfloor=2.4 psf 2x6 Framing=2.0 psf Insulation=2.0 psf 5/8" Plywood Finish=2.0 psf TOTAL= 12.4 psf, round to 15 psf BRACED WALLS-Per Requirements of IRC TABLE 602.10.3(3)—Wall Bracing General Notes: 1. All shear walls factored meet the minimum length requirement by factors shown in IRC Table 602.10.5. 2. Average wall height used in wall height factor for sloping walls. LEVEL ONE: Wall Line A: Provided Braced Wall Lengths=4'-6"+4'-6"=9'-0" Total Wall Length= 13'-0" Use Bracing"CS-WSP" per IRC 602.10 pg.2 of 5 Seismic is greater requirement per R602.10.3(1)and R602.10.3(3)=2.0ft, per IRC R602.10.3(3)All scaling factors 1.0 or not applicable=2.0ft required Provided CS-WSP shear wall length exceeds minimum required. Wall Lines B&C: Provided Braced Wall Lengths=3'-0"+6'-7.5"= Total Wall Length =20'-0" Use Bracing"CS-WSP" per IRC 602.10 Seismic is greater requirement per R602.10.3(1)and R602.10.3(3)=6.4ft(per IRC R602.10.3(3))x 1.1 (story height,partial 11' high wall),all scaling factors 1.0 or not applicable)=7.0ft required Note:See tall stud lateral analysis in structural member calcs. Refer to RXXX Exception#2 for acceptable wall height up to 18ft,actual average wall height= 15'-8". Wall height areas over 12ft tall not counted toward provided braced wall length. Provided CS-WSP shear wall length exceeds minimum required. Wall Line D: Provided Shear Wall Lengths=7'-9"+3'-6"= 11'-3" Total Braced Wall Length= 13'-0" Use Bracing"CS-WSP" per IRC 602.10 Seismic is greater requirement per R602.10.3(1) and R602.10.3(3)=4.0ft(per IRC R602.10.3(3),all adjustment factor items 1.0 or not applicable)=4.0ft required Provided CS-WSP shear wall length exceeds minimum required. pg.3 of 5 ROOF RAFTER DESIGN: Refer to attached calculations. UPLIFT RAFTER CONNECTIONS: Per Table R802.11—125 lbs per connection required Use (1)Simpson H8 at each rafter to top plate connection (7801b allowable uplift) FLOOR JOIST DESIGN: Refer to Framing Plans,attached manufacturer span table, and individual member calculation. Use 14" Weyerheauser TrusJoist TJI 230 U.N.O. BEAM AND HEADER DESIGN: Refer to framing plans and attached individual member calculations. FOOTING DESIGN—Per Requirements of IRC Table R403.1(1) Refer to Foundation Plan and Details for more information. Soil bearing capacity= 15001bs/sqft pg.4 of 5 • WEB JOB SUMMARY REPORT Cap Sante ADU V2 LOFT Member Name Results Current Solution Comments Floor:Joist Typical Passed 1 piece(s)2 x 6 Hem-Fir No.2 @ 16"OC Floor:Flush Beam B1 Passed 1 piece(s)4 x 8 Hem-Fir No.2 CEILING:FLUSH BEAM B2 Passed 1 piece(s)4 x 6 Hem-Fir No.2 ROOF Member Name Results Current Solution Comments Roof:Joist Typical @ Roof Type Passed 1 piece(s)2 x 10 Hem-Fir No.2 @ 24"OC R1 Copy of Roof:Joist Typical @ Passed 1 piece(s)14"TJI®230 @ 24"OC Roof Type R1 GROUND Member Name Results Current Solution Comments Wall:Tallest Stud Passed 1 piece(s)2 x 6 Hem-Fir No.2 @ 24"OC ForteWEB Software Operator Job Notes 12/3/2020 12:56:18 AM UTC Dustin R Stephens Mobile Office Architects,PC ForteWEB v3.1 (805)722-9083 dstephens@mo-arch.com Weyerhaeuser File Name: Cap Sante ADU V2 Page 1/7 RTECZECI a " O MEMBER REPORT PASSED LOFT, Floor:Joist Typical 1 piece(s)2 x 6 Hem-Fir No. 2@ 16"OC Overall Length:6' 1 1/2' + + 0 0 5'8'' 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 211 @ 6' 911(1.50") Passed(23%) -- 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 177 @ 5'6 1/2" 825 Passed(21%) 1.00 1.0 D+1.0 L(All Spans) Building Use::IBC 2015l Building Code:IBC Moment(Ft-Ibs) 303 @ 3'1 1/2" 801 Passed(38%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.049 @ 3'1 1/2" 0.144 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.067 @ 3'1 1/2" 0.287 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) TJ-Pro'"Rating N/A N/A N/A -- N/A • Deflection criteria:LL(L/480)and TL(L/240). •A 15°/u increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Total Accessories 1-Stud wall-SPF 4.00" 2.50" 1.50" 63 167 230 1 1/2"Rim Board 2-Hanger on 5 1/2"SPF beam 1.50" Hanger, 1.50" 60 160 220 See note 1 •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •1 See Connector grid below for additional information and/or requirements. Lateral Bracing ' Bracing Intervals Comments Top Edge(Lu) Continuous Bottom Edge(Lu) Continuous Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2-Face Mount Hanger Connector not found N/A N/A N/A N/A •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Load Location(Side) Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 6'1 1/2" 16" 15.0 40.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Dustin Stephens,RA ForteWEB Software Operator Job Notes 12/3/2020 12:56:18 AM UTC Dustin R Stephens Mobile Office Architects,PC ForteWEB v3.1, Engine:V8.1.5.1,Data:V8.0.1.0 (805)722-9083 dstephens@mo-arch.com Weyerhaeuser File Name: Cap Sante ADU V2 Page 2/7 RTECZECI a " O MEMBER REPORT PASSED LOFT, Floor: Flush Beam B1 1 piece(s)4 x 8 Hem-Fir No.2 Overall Length: 12'9" + + 0 0 12 1' 0 ❑2 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 565 @ 2 1/2" 3544(2.50") Passed(16%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 492 @ 11 1/4" 2538 Passed(19%) 1.00 1.0 D+1.0 L(All Spans) Building Use::IBC 2015l Building Code:IBC Moment(Ft-Ibs) 1719 @ 6'4 1/2" 2823 Passed(61%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.216 @ 6'4 1/2" 0.308 Passed(L/685) -- 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.326 @ 6'4 1/2" 0.617 Passed(L/454) -- 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/480)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Total Accessories 1-Stud wall-SPF 4.00" 2.50" 1.50" 193 383 576 1 1/2"Rim Board 2-Stud wall-SPF 4.00" 2.50" 1.50" 193 383 576 1 1/2"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 12'6"o/c Bottom Edge(Lu) 12'6"o/c •Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 1 1/2"to 12'7 1/2" N/A 6.4 -- 1-Uniform(PSF) 0 to 12'9"(Back) 2' 12.0 30.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Dustin Stephens,RA ForteWEB Software Operator Job Notes 12/3/2020 12:56:18 AM UTC Dustin R Stephens Mobile Office Architects,PC ForteWEB v3.1, Engine:V8.1.5.1,Data:V8.0.1.0 (805)722-9083 dstephens@mo-arch.com Weyerhaeuser File Name: Cap Sante ADU V2 Page 3/7 RTECZECI a " O MEMBER REPORT PASSED LOFT,CEILING: FLUSH BEAM B2 1 piece(s)4 x 6 Hem-Fir No.2 Overall Length: 12'4' + + 0 0 I 12 1' f 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 315 @ 1 1/2" 2126(1.50") Passed(15%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(Ibs) 291 @ 7" 1925 Passed(15%) 1.00 1.0 D+1.0 L(All Spans) Building Use::IBC 2015l Building Code:IBC Moment(Ft-Ibs) 951 @ 6'2" 1625 Passed(59%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.257 @ 6'2" 0.302 Passed(L/565) -- 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.396 @ 6'2" 0.604 Passed(L/366) -- 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/480)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Total Accessories 1-Hanger on 5 1/2"SPF beam 1.50" Hanger, 1.50" 113 208 321 See note 1 2-Hanger on 5 1/2"SPF beam 1.50" Hanger, 1.50" 113 208 321 See note 1 •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •1 See Connector grid below for additional information and/or requirements. Lateral Bracing ' Bracing Intervals Comments Top Edge(Lu) 12'1"o/c Bottom Edge(Lu) 12'1"o/c •Maximum allowable bracing intervals based on applied load. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1-Face Mount Hanger LUS46 2.00" N/A 4-10dx1.5 4-10d 2-Face Mount Hanger LUS46 2.00" N/A 4-10dx1.5 4-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 1 1/2"to 12'2 1/2" N/A 4.9 -- 1-Uniform(PSF) 0 to 12'4"(Back) 1'1 1/2" 12.0 30.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Dustin Stephens,RA ForteWEB Software Operator Job Notes 12/3/2020 12:56:18 AM UTC Dustin R Stephens Mobile Office Architects,PC ForteWEB v3.1, Engine:V8.1.5.1,Data:V8.0.1.0 (805)722-9083 dstephens@mo-arch.com Weyerhaeuser File Name: Cap Sante ADU V2 Page 4/7 CZECI a " O R T E MEMBER REPORT PASSED ROOF, Roof:Joist Typical @ Roof Type R1 1 piece(s) 2 x 10 Hem-Fir No. 2 @ 24"OC dveral I Length: 12'9 1/2' 0 0 1 i 12 1' 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 564 @ 3 1/4" 1671(2.75") Passed(34%) -- 1.0 D+1.0 S(All Spans) Member Type:Joist Shear(Ibs) 474 @ 1'1 1/2" 1596 Passed(30%) 1.15 1.0 D+1.0 S(All Spans) Building Use::IBC 2015l Building Code:IBC Moment(Ft-Ibs) 1688 @ 6'4 3/4" 2204 Passed(77%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.197 @ 6'4 3/4" 0.408 Passed(L/746) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Total Load Defl.(in) 0.355 @ 6'4 3/4" 0.613 Passed(L/415) -- 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •A 15°/0 increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports a Total Available Required Dead Snow Total Accessories 1-Stud wall-SPF 4.25" 2.75" 1.50" 256 320 576 1 1/2"Rim Board 2-Stud wall-SPF 4.25" 2.75" 1.50" 256 320 576 1 1/2"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Lateral Bracing Bracing Intervals Comments - Top Edge(Lu) Continuous Bottom Edge(Lu) Continuous Dead Snow Vertical Load Location(Side) Spacing (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 12'9 1/2" 24" 20.0 25.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Dustin Stephens,RA ForteWEB Software Operator Job Notes 12/3/2020 12:56:18 AM UTC Dustin R Stephens Mobile Office Architects,PC ForteWEB v3.1, Engine:V8.1.5.1,Data:V8.0.1.0 (805)722-9083 dstephens@mo-arch.com Weyerhaeuser File Name: Cap Sante ADU V2 Page 5/7 CZECI a " O R T E MEMBER REPORT PASSED ROOF,Copy of Roof:Joist Typical @ Roof Type R1 1 piece(s)14"T31®230 @ 24"OC Sloped Length:20'4 13/16' + + 0 0 12 31- 19 1' 11 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:20'8 5/16" Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 801 @ 3 1/4" 1708(3.50") Passed(47%) 1.15 1.0 D+1.0 S(All Spans) Member Type:Joist Shear(Ibs) 772 @ 4 1/4" 2237 Passed(35%) 1.15 1.0 D+1.0 S(All Spans) Building Use::IBC 2015l Building Code:IBC Moment(Ft-Ibs) 3748 @ 9'10 3/4" 5739 Passed(65%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.358 @ 9'10 3/4" 0.661 Passed(L/666) -- 1.0 D+1.0 S(All Spans) Member Pitch:3/12 Total Load Defl.(in) 0.579 @ 9'10 3/4" 0.992 Passed(L/411) -- 1.0 D+1.0 S(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Beveled Plate-SPF 4.25" 4.25" 1.75" 306 495 801 Blocking 2-Beveled Plate-SPF 4.25" 4.25" 1.75" 306 495 801 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments ' Top Edge(Lu) 4'9"o/c Bottom Edge(Lu) 20'5"o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. Dead Snow Vertical Load Location(Side) Spacing (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 19'9 1/2" 24" 15.0 25.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Dustin Stephens,RA ForteWEB Software Operator Job Notes 12/3/2020 12:56:18 AM UTC Dustin R Stephens Mobile Office Architects,PC ForteWEB v3.1, Engine:V8.1.5.1,Data:V8.0.1.0 (805)722-9083 dstephens@mo-arch.com Weyerhaeuser File Name: Cap Sante ADU V2 Page 6/7 CZECI a " O R T E MEMBER REPORT PASSED GROUND,Wall: Tallest Stud 1 piece(s)2 x 6 Hem-Fir No. 2@ 24"OC Wall Height: 13'9 3/8" Member Height: 13'3 3/8" 0. C. Spacing: 24.00" 4 ___ Design Results Actual Allowed Result LDF Load:Combination Slenderness 29 50 Passed(58%) -- -- Compression(Ibs) 585 3545 Passed(17%) 1.15 1.0 D+1.0 S Plate Bearing(Ibs) 585 4383 Passed(13%) 1.0 D+1.0 S Lateral Reaction(Ibs) 168 -- -- 1.60 1.0 D+0.6 W Lateral Shear(Ibs) 157 _ 1320 Passed(12%) 1.60 1.0 D+0.6 W Lateral Moment(ft Ibs) 558 @ mid span 1264 Passed(44%) 1.60 1.0 D+0.6 W _Total Deflection(in) 0.47 @ mid-span _ 1.33 Passed(L/337) -- 1.0 D+0.6 W _Bending/Compression 0.50 1 Passed(50%) 1.60 1.0 D+0.6 W • Lateral deflection criteria:Wind(L/120) •Input axial load eccentricity for this design is 16.67%of applicable member side dimension. •Applicable calculations are based on NDS. •A bearing area factor of 1.25 has been applied to base plate bearing capacity. •A 150/0 increase in the moment capacity has been added to account for repetitive member usage. Supports Type Material System:Wall Top Dbl 2X 7_ Spruce-Pine-Fir Member Type:Stud Base Dbl 2X Spruce-Pine-Fir Building Code:IBC 2015 Design Methodology:ASD Drawing is Conceptual Max Unbraced Length Comments 1' Lateral Connections Supports Connector Type/Model Mr Quantity Connector Nailing Top Nails 10d x 3"Box(End) 2 N/A Base Nails 10d x 3"Box(End) 2 N/A •Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Dead Snow Vertical Load Spacing (0.90) (1.15) Comments 1-Point(lb) N/A 260 325 Default Load Wind Lateral Load Location Spacing (1.60) Comments 1-Uniform(PSF) Full Length 24.00" 21.1 •ASCE/SEI 7 Sec.30.4:Exposure Category(B),Mean Roof Height(17'),Topographic Factor(1.0),Wind Directionality Factor(0.85),Basic Wind Speed(110),Risk Category(II),Effective Wind Area determined using full member span and trib.width. •IBC Table 1604.3,footnote f:Deflection checks are performed using 42%of this lateral wind load. Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Dustin Stephens,RA ForteWEB Software operator Job Notes 12/3/2020 12:56:18 AM UTC Dustin R Stephens Mobile Office Architects,PC A ForteWEBv3.1, Engine: V8.1.5.1, Data: V8.0.1.0 (805)722-9083 dstephens@mo-arch.com Weyerhaeuser File Name: Cap Sante ADU V2 Page 7/7