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HomeMy WebLinkAboutPermit File BLD-2021-0702 4502 Kingsway Place 1 v�� =r Cityof Anacortes Invoice/Permit #: BLD-2021-0702 904 6th Street Applied date: 08/18/2021 P.O.Box 547 I ,}� Issue date: 08/18/2021 < V Anacortes, WA 98221-0547 1891 Expire date: 02/14/2023 (360) 293-1901 Job Address: 4502 KINGSWAY PL Permit Type: Single Family Interior Only Alteration Permit ANACORTES WA 98221 Project: APN: Remarks: ADD A 4'X4' SLIDING WINDOW TO BASEMENT WALL WITH NEW HEADER, FOLLOWING STAMPED ENGINEERING DESIGN. Owner: MICHAEL & GLORIANNE WALKER Contractor: SYCAMORE WOODWORKS & BUILIDNG Address: 4502 KINGSWAY PL Address: 10954 PETER ANDERSON RD ANACORTES WA 98221 BURLINGTON WA 98233-9713 Phone: (253) 862-1389 Phone: (360) 631-7495 License #: General Information: Fees: Building Valuation 3500 Building Permit Fee 97.25 Plan Review Fee 63.21 State Building Code Fee Resi 6.50 Total Calculated: 166.96 Deposits/Receipts: 0.00 Total Due: 166.96 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 mine this application and know the same to be true and correct. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSU ) ICOMFAM 1 PRWECT f 1 `San Juan KO Lane dWork Anacortesf WA . 360-29 2511 S© ARE FORWOOD t EWOO IGN Mar.8,2021 10:38 Header 4-0 Design Check Calculation Sheet j l VrAks •11 ;illy Loads: LoadType D1:;tr}:i)Yi L':`alt°: t- Location Ofl .r r' is ait't d e -Unit tern Start End Start End Load1 Dead Full UDL 220.0 pif Load2 Live Full UDL 480.0 plf Load3 Snow Full UDL 75.0 ;;lf Self-weight. Dead Full UDL 6.0 `plf Maximum Reactions ibs), Bearing Capacities (ibs) and Bearing Lengths (in) £s � fs I ' s CITY .-* ANACORT t. Li PLANNING fit sunDING DEPT' '1 0E 4E - .74f1 Unfactored: APPROVEDDead 516 PLANS 516 /�, Live 110072 • 7 676 1172100 172 172Factored: &V - oi /' - Total 1616ii [--- 1616 I Bearing: ,- jc., [4\ fl. 1 cavacitv ADONt5S: /ic- (.../ i4t, s g I Beam I 76561 I f 6 56 Support 8416 4 f r Des ratio APPROVED BY: 7721i..Beam 0.21 _. 0.21 Support 0. 19 0. 19 Load comb 42 SUBJECT TO FIELD INSPECTION. APPROVED PLANS 42 .3 Length . 50 : .50 Min req'd 1. 0Q. 0.74 Cb I0 HAIL NOT BE ALTERED WITHOUT AUTHORIZATION. d 1 .00 Cb min 1.00 • 1.00 I Cl; eio-aeLV - x'G i Sllti fit J ,_44p✓ �9''h� f `,t %, 3 ?. 1/4 is WA '. � Lumber-soft, D.Fir-L, No.2, 4x8 (3-112"x7-114") it-NV I , 're,1. Supports: All - Lumber Stud Wall, D.Fir-L Stud e ..' � ,`�` c; Total length: 4'-7.0"; Clear span: 4';Volume = 0.8 cu.ft. PI t`= Lateral support:top = at supports, bottom= at supports; This section PASSES the design code check. ,-i j.,"'' - '4 j ,. Analysis vs. Allowable Stress and Deflection using NDS 2018 : t (z, �fi , '--..... Criterion Analysis Value Design Value Unit Analysis/Design (= EI(-) i. Shear fv = 58 Fv' = 180 psi fv/Fv ' = 32 .4 ' Bending (+) fb = 570 Fb; = 1164 . psi fb/Fb' = 49.0 Dead Defl'n 0. 01 = < L/999 Live Defl'n 0. 02 = < L/999 0.14 = L/360 in 12.2 2021-3-8 Total Defl'n 0. 03 = < L/999 0.20 = L/240 in 13. 9 Additional Data: FACTORS: F/E (psi) CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# 4x8 � '#2 header, 4-fit wide rough Fv ' 180 1. 00 1.00 1.00 - - - - 1.00 1. 00 1.00 2 Fb'+ 900 1.00 1.00 1.00 0. 995 1.300 - 1. 00 1.00 1. 00 - 2 opening window, single stud support Fcp ' 625 -- 1 .00 1 .00 - - - - 1 .00 1 .00 - - E' 1. 6 million 1.00 1 .00 - - - - 1 .00 1. 00 - 2 each end with king studs . Ervin' 0.58 million 1.00 1 .00 - - -- - 1 .00 1.00 - 2 Place window a minimum 3-ft from the CRITICAL LOAD COMBINATIONS:Shear : LC #2 = D+L Crest corner of the building. Nail Bending (+) : LC #2 = D+L existing sheathing to king studs Deflection: LC #2 = D+L (live)LC #2 = D+L (total) with 8d commons @ 6"o/c . Bearing : Support 1 - LC #2 = D+L Support 2 - LC #2 = D+L D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated. E=earthquake All LC' s are listed in the Analysis output Load combinations: ASD Basic from ASCE 7-16 2.4 / IBC 2018 1605. 3.2 CALCULATIONS: V max = 1434, V design = 986 lbs; M(+) = 1456 lbs-ft EI = 177.83e06 lb-in' 2 "Live" deflection is due to all non-dead loads (live, wind, snow...) Total deflection = 1 . 5 dead + "live" Lateral stability(+) : Lu = 4 '-0 . 75" Le = 8 '-4. 38" RB = 7. 7 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2018), the National Design Specification (NDS 2018), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547,Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 t74101, 0Phone: (360)293-1901 FORM BP-1: RESIDENTIAL BUILDING PERMIT APPLICATION 1. PROPERTY INFORMATI•ill Project Address(Street,Suite#): Assessor Parcel Number: 4t c i y-f 0,65 )A / P fr 'P S`i 2 9 5 Subdivision/Lot#: Zoning Designation: Lot area(size): OAS sq.ft. Z. TYPE OF PROJECT ❑ New SFR ❑ New Accessory Dwelling Unit: ❑ Deck/porch (new/repair) ❑ New Duplex 0 Attached to Primary Unit ❑ Interior remodel ❑ Detached from Primary Unit ❑ New Addition to SFR ❑ Garage,carport or accessory building ❑ Fence or retaining wall or duplex (new/repair) ll'Other: Project Summary: ADDit,46 V,r ,mpo •— SP,S WAw. I J LA r e N . Project Valuation: $ 3 5-0 3. PROPERTY OWNER INFORMATION Name: Phone: I - le-e_ � CrLo WAu - -253 86Z-13b//7,53 - 31.8- Address(Street,City,State,Zip): Email Address: q-SoL- Ito v/Pil f•&fr( elm"6.. ,- 1 u91ti,c:k.cc.".1 /q[or;wa lir.e.4-.� 4. CONTRACTOR INF:•RMATION `d v.p;'•ta N e:* Phone: C,P-PA 'Vo00owow�s � 6• vtoo --63t--7 41 S Contractor's Business Licenses State License#: City License#: *All Contractors&Subcontractors must have a valid City 6(7q - 1'66_06pn TYLArskm382085 of Anacortes business license prior to doing work in the Expiration Date: Expiration Date: City. ilRvi /zi Address(Street,City,State,Zip): E ail Ad+�dress: �y(� roii'����\al JS(ra.;`•caw. 5. CONTACT PERSON Select one person the city will contact for anything ❑ Applicant ❑ Property Owner lr Contractor related to this project: ❑ Other(list below) Name:` 4m .s 13u Phone:360 --(a 3 t __14 `G 5 Address(Street,City,State,Zip): Email Address: 0 2 LA NG'Fori) W h °j`a,Z 3,3 � C t vvk re._ Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 5 of 18 s; PLANNING, COMMUNITY,& ECONOMIC DEVELOPMENT DEPARTMENT A, Mailing Address:P.O. Box 547, Anacortes, WA 98221 Office Location:904 6th Street,Anacortes WA 98821 `r` " ' °" Phone: (360)293-1901 6. LENDER INFORMATION RCW 19.27.095 requires the City to obtain information with regard to lenders. If there are no lenders involved with your project, write"no lenders"on the Name Line below. Name: 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 ,` j the application has been deemed technically complete and sufficient for staff review. I understand that if I submit incomplete, inaccurate,and/or erroneous information it will take the -' City longer to process my permits. I understand and acknowledge that I could be responsible for providing as-built drawings (on paper or electronically)as part of the project's certificate of occupancy process. I understand and acknowledge that Special Inspections could be required as part of my project, and J- 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 3.0> 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 3 , 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. � - 0/IN z Signature Date Printed Name Res.Building Permit Application Submittal Checklist Updated October 10,2019 Page 6 of 18 ! . At 4. tz,. c, ,k,,, —ii 4, L.,,,A it ' , 94* li, ---,r. .. • P\-3(31". gr,.. , li4J %wit E t‘xa 1 ‘41c4n:SILO* .1tOit.-. . CO9 • _, . .. .12, toivi ‘ 0 _ 4.,...„,* , i .....›,..„ .... . k ..,. f'• o, Y a• ' . . .-- _-_-- _.......,,,,..,...„,...,,,....,...,,,,..,„,..,..,....._....,....„...................„,..........._,,,........,„.„.„_,_................,.„.,- . ...,' ."4". • .N..... • *.s.N.1. ,...... d -..t. 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