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HomeMy WebLinkAboutBLD2024-00053 DEMO and Garage - BLD Application - 1/12/2024 Permit No: updl C)c63 MASON COUNTY RECEIVED .� COMMUNITY DEVELOPMENT f� (�`��j NC Permit Assistance Center,Building,Planning 'AN 12 2024 BUILDING PERMIT APPLICATION 6'15 W. Mar Stvd C PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: ri NAME:b�V 1x.-�. W A O- 1- k NAME: SELr- MAILING ADDRESS: Pb MAILING ADDRESS: CITY:SHEL"Y'©•N STATE:%iA ZIP:00-52t} CITY: STATE: ZIP: PHONE#1: PHONE: CELL: PHONE#2: EMAIL: Z EMAIL:dVA Ikee-() N W-bIM A. ZZM L&I REG# EXP._/ / G) PRIMARY CONTACT: OWNER CONTRACTOR❑ OTHER❑ NAME -IMWII-, NNI&Ly-iu EMAIL dwAlk�-_r- LAj MAILING ADDRESS-:M CITYSAV-r LrT ON STATE W ZIP 9t-SW PHONE--.1611-St--I 1 CELL S NINLE' PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number).J5,WS SO lr ZONING ,5 LEGAL DESCRIPTION(Abbreviated) FIRE DISTRICT SITE ADDRESS j I D V , tk,& t�D W S 4-4,,M t CITY SA4 CLzt d N DIRECTIONS TO SITE ADDRESS IS THE PROJECT WrrHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO�E( SNOW LOAD•3�sf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Checkal/dmtapply): SALTWATER❑ LAKE RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITIONV ALTERATION❑ REPAIR❑ OTHER A.tQA CX>F-L USE OF STRUCTURE(Residence,Gamge,Conmmndal Bldg,FAa) IS USE: PRIMARY❑ SEASONALIK NUMBER OF BEDROOMS O NUMBER OF BATHROOMS_ HEATED STRUCTURE? YES(ff%oleBW❑ YES(Panfs)ofBldg)('I NO DESCRIBE WORK e-A.'2 DD1N1N C i�eP C--r Is'1't IP-A 6: PLAG Wc-r4� E.A A�� SQUARE FOOTAGE:(propos4 1 ST FLOOR sq.& 2ND FLOOR sq.ft. 3RD FLOOR sq.ft BASEMENT sq.ft DECK sq.ft COVERED DECK sq.ft. STORAGE sq.ft OTHER sq.ft. GARAGE 10 4t(s sq.ft. Attached❑ Detached❑ CARPORT sq.ft Attached❑ Detached MANUFACTURED RMATIQN: *4 COPIES OF THE FLOOR P QUIRED* MAKE MODEL LENGTH WID BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC` SEWER❑ / NEW❑ EXISTINGA PLUMBING IN STRUCTURE? YES'( NO❑ I,ryes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YESX NO[] EXISTING SQ.FT. 01 S4 EXISTING BEDROOMS -.� — PROPOSED BEDROOMS TOTAL BEDROOMS OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the worts as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMI APPLICATION QF180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X ) - $- ZLO3y Signature of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MASON BOUNTY Permit No: 53 COMMUNITY DEVELOPMENT RECEIVI=� Permit Assistance Center, Building,Planning JAN 12 2024 PLUMBING & MECHANICAL PERMIT APPLICATION 615 W. Alder Street OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: ) Q> ,N L-�j2 NAME: L'F MAILING ADDRESS:Pp $DX MAILING ADDRESS: CITYS►},(--LLToN STATE:W_ZIP:915sg CITY: STATE: ZIP: 1 S`PHONE: O 6� PHONE: CELL: 2111 PHONE: EMAIL : 1w1-X)kE.R NW - �K • CrDM EMAIL: d w X)jC.ag�� WW— dfk}A,Lpy\N L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number): 5.2L^O$ SO Cppe-,(n Zoning: f�,S LEGAL DESCRIPTION(Abbreviated): SITEADDRESS: ))p Q, (,DQ¢pWs LAND CITY:SN�L'TL�1J DIRECTIONS TO SITE ADDRESS: TYPE OF JOB: NEW=ADD=AL1EN::]REPAIR=OTHER=USE OF BUILDING G0,P—+-6-C-- LOCATION OF FIXTURES/UN1 S-1 ST FLOOR=2ND FLOOR=BASEMENT=GARAG OTHERO PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric[ L PC=Natural Gas=Ductless= Toilets Type of Unit No.of Units Fees Bathroom Sink I Furnace Bath Tubs Heat Pump Showers Spot Vent Fan Water Heater 1 Propane Tank Clothes Washer I Gas Outlets Kitchen Sinks Wood/Gas/Pellet Stove Dishwasher Kitchen Exhaust Hood Hose bibs Dryer Vent Other )—v-I ) — Solar Panel Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER acknowledge submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or contractor.I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS I�INIDATE THE AP TION. x 0--X Signature of Owner Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 JBN Nameb ay'-d WoU kw Parcel BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 1 of 2) Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface2. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 2Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area *All dimensions in feet Buildings X = �� X = Measurements for buildings are taken at the X _ perimeter of the farthest projections(example: eaves/gutters) X = Driveways X = X = Length of drive begins at the right of way X = Parking Areas X X = Any paved, gravel or packed area per definition above table X = Patios/Walks X = X = Any paved, gravel or packed area per definition above table X = Others X = X If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area (sum of all areas) 626 b If the Total Impervious Surface Area is LESS THAN 2000 Square Feet, please read,acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity. OwnerBuilder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described property for review and inspection as may be required. X �� ��`\ C wner gent/Contractor(circle one)Date: If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet, please read, acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 Name__ Parcel# BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: httn//www.co.mason.wa—us/code/commissioners/index.htm Please follow the links to"Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document entitled"Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan".This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system(see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples.(Section 14.48.130)contact Public works at: Phone:(360)-427-9670 EXT.450 Mail:P 0 Box 1850, Shelton WA 98584 Physical:415 N 6th St, Shelton WA 98584 If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or any other,parcel.You may also wish to consult with the septic design professional involved with the project.Mason County Division of Environmental Health can be reached at: Phone: (360)-427-9670 EXT.352 Mail:P 0 Box 1666,Shelton WA 98584 Physical:426 W Cedar St, Shelton WA 98584 A condition will be added to the building permit that states,in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- described roperty for review,and inspection as may be required. , X Owner/Agent/Contractor(circle one)Date: Page 2 of 2 PASS _,M -�age 1 DATE: 12/21/2023 COMPANY: Anglesey Design STRUCALC BUILD: StruCalc Pro DESIGNED BY: Matthew Anglesey CUSTOMER: Dave Walker REVIEWED BY: -- PROJ. ADDRESS: 110 W. Morrows Ln PROJECT NAME: Dave Walker Shelton WA 98584 LEVEL: Main Floor LOADING: ASD MEMBER NAME: Left Side Window Headers CODE: 2021 International Building Code MEMBER TYPE: ROOF BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir-Larch No.2 (1)3.5 X 5.5 DRY • •• .�- .. !� Ln r Sin BL (A) BL(B) 3in I I 5, Start(ft):0 End(ft):5 Member Slope:0112 Actual Length(ft):5 Area Ix ly BSW Lams G Kcr (in Z) (in') (in°) (Ibf/ft) Creep Factor 19.25 48.53 19.65 4.39 1 0.5 1 Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)003 Base Values 900 575 180 1350 625 1600 580 Adjusted Values 1170 748 180 1485 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CIF 1.3 1.3 1 1.1 1 1 1 Bending Adjustment Factors Cfu =1 Cr =1 Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 5 0 5 0 PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(28.2%) 161.6 225.0 0 D+Lr 1.25 Bending Stress Y(psi) PASS(19.2%) 1175.1 1455.1 0 D+Lr 1.25 Deflection Y(in) PASS(91.0%) 0.030(=L/1998) 0.333(=L/180) 2.5 D+Lr 1.25 Bearing Stress(psi) PASS(68.4%) 197.5 625.0 0 D+Lr 1.25 11�R LIMW Units for V:Ibf Units for M:Ibf-ft Y axis DEAD LIVE ROOF TOTAL A 630 1444 2074 B 630 1444 2074 M@x A 525 1203 1728 B -525 -1203 -1728 Reaction Location A B PROIFC'T• Davy Walker 2021 Internatinnal Ruildinn C'nrfp AM Member Name: Left Side Window Headers Page 2 Type Name Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) Uniform 577.5 577.5 0 5 RoofLive Y Uniform(Ibf/ft) Uniform 247.5 247.5 0 5 Dead Y Self Weight(Ibf/ft) 4.39 4.39 0 5 Dead Y PROJECT- Davy Walker 2021 International Ruildinn Coda ASD C PASS A Page 3 DATE: 12/21/2023 COMPANY: Anglesey Design STRUCALC BUILD: StruCalc Pro DESIGNED BY: Matthew Anglesey CUSTOMER: Dave Walker REVIEWED BY: -- PROJ.ADDRESS: 110 W. Morrows Ln PROJECT NAME: Dave Walker Shelton WA 98584 LEVEL: Main Floor LOADING: ASD MEMBER NAME: 7 Ft Garage Door Header CODE: 2021 International Building Code MEMBER TYPE: ROOF BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir-Larch No.2 (1)3.5 X 7.25 DRY J y Sin BL (A) BL(B) 3in 7' I Start(ft):0 End(ft):7 Member Slope:0/12 Actual Length(ft):7 Area Ix ly BSw Lams G Kcr (in2) (in') (in') (Ibf/ft) Creep Factor 25.38 111.15 25.9 5.79 1 0.5 1 TS . Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x10' Emin(psi)x10' Base Values 900 575 180 1350 625 1600 580 Adjusted Values 1170 690 180 1418 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CF 1.3 1.2 1 1.05 1 1 1 Bending Adjustment Factors Cfu =1 Cr =1 . Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 7 0 7 0 . . . PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS (23.6%) 171.9 225.0 0 D+Lr 1.25 Bending Stress Y(psi) PASS(8.3%) 1327.7 1447.8 0 D+Lr 1.25 Deflection Y(in) PASS(89.2%) 0.050(=L/1681) 0.467(=L/180) 3.5 D+Lr 1.25 Bearing Stress(psi) PASS(55.7%) 276.9 625.0 0 D+Lr 1.25 ` Units for V:Ibf Units for M:Ibf-ft Y axis DEAD LIVE ROOF TOTAL A 887 2021 2908 B 887 2021 2908 M@x A 1034 2358 3392 B -1034 -2358 -3392 Reaction Location A B PRn1FCT• Dave Walker 2021 IntPrnatinnal Ruilrfinn CnrlP AM Member Name:7 Ft Garage Door Header Page 4 Type Name Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) Uniform 577.5 577.5 0 7 RoofLive Y Uniform(Ibf/ft) Uniform 247.5 247.5 0 7 Dead y Self Weight(Ibf/ft) 5.79 5.79 0 7 Dead Y PRn1FCT• Dave Walkar 2021 Intarnatinnal Ruildinn CnrfP ASD ff PASSI __J Page 5 DATE: 12/21/2023 COMPANY: Anglesey Design STRUCALC BUILD: StruCalc Pro DESIGNED BY: Matthew Anglesey CUSTOMER: Dave Walker REVIEWED BY: -- PROJ. ADDRESS: 110 W. Morrows Ln PROJECT NAME: Dave Walker Shelton WA 98584 LEVEL: Main Floor LOADING: ASD MEMBER NAME: Right Side Window Header CODE: 2021 International Building Code MEMBER TYPE: ROOF BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir-Larch T No.2 (1)3.5 X 5.5 DRY • R.I ST27 R.R.F.NMI .• EL 3in BL(A) BL(B) Sin I _ r 51 Start(ft):0 End(ft):5 Member Slope:0/12 Actual Length(ft):5 Area Ix ly BSW Lams G Kcr (in Z) (in') (in') (Ibf/ft) Creep Factor 19.25 48.53 19.65 4.39 1 0.5 1 • • • Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc_L(psi) E(psi)x103 Emin(psi)x10' Base Values 900 575 180 1350 625 1600 580 Adjusted Values 1170 748 180 1485 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CF 1.3 1.3 1 1.1 1 1 1 Bending Adjustment Factors Cfu =1 Cr =1 Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 5 0 5 0 . . PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(34.7%) 147.0 225.0 0 D+Lr 1.25 Bending Stress Y(psi) PASS(26.6%) 1068.8 1455.1 0 D+Lr 1.25 Deflection Y(in) PASS(91.8%) 0.027(=L/2220) 0.333(=L/180) 2.5 D+Lr 1.25 Bearing Stress(psi) PASS(71.3%) 179.6 625.0 0 D+Lr 1.25 • Units for V:Ibf Units for M:Ibf-ft Y axis DEAD LIVE ROOF TOTAL A 573 1312 1885 B 573 1312 1885 M@x A 478 1094 1572 B -478 -1094 -1572 Reaction Location A B PRCIIFCT• Davy Walker 2021 International Ruilrfinn Cor1P ASD Member Name: Right Side Window Header Page 6 Type Name Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) Uniform 525 525 0 5 RoofLive y Uniform(Ibf/ft) Uniform 225 225 0 5 Dead y Self Weight(Ibf/ft) 4.39 4.39 0 5 Dead y PROIFCT• Davy Walker 2021 Intarnatinnal Riiildinn Cnrla ASD ff___PAss A Page 7 DATE: 12/21/2023 COMPANY: Anglesey Design STRUCALC BUILD: StruCalc Pro DESIGNED BY: Matthew Anglesey CUSTOMER: Dave Walker REVIEWED BY: -- PROJ.ADDRESS: 110 W. Morrows Ln PROJECT NAME: Dave Walker Shelton WA 98584 LEVEL: Main Floor LOADING: ASD MEMBER NAME: 9 Ft Garage Door Header CODE: 2021 International Building Code MEMBER TYPE: ROOF BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir-Larch No.2 (1)3.5 X 7.25 DRY til >a. 31n BL (A) BL(B) 31n I I f g' Start(ft):0 End(ft):9 Member Slope:0/12 Actual Length(ft):9 Area Ix ly BSW Lams G Kcr (in2) (in') (in') (Ibf/ft) Creep Factor 25.38 111.15 25.9 5.79 1 0.5 1 IMETTYRREMSE Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc1(psi) E(psi)X103 Emin(psi)x103 Base Values 900 575 180 1350 625 1600 580 Adjusted Values 1170 690 180 1418 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CF 1.3 12 1 1.05 1 1 1 Bending Adjustment Factors C{u =1 Cr =1 Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 9 0 9 0 • . PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS (81.6°i) 41.4 225.0 9 D+Lr 1.25 Bending Stress Y(psi) PASS(71.4%) 411.6 1439.4 9 D+Lr 1.25 Deflection Y(in) PASS (95.7%) 0.026(=L/4154) 0.600(=L/180) 4.5 D+Lr 1.25 Bearing Stress(psi) PASS(89.3%) 66.8 625.0 0 D+Lr 1.25 • Units for V:Ibf Units for M:Ibf-ft Y axis DEAD LIVE ROOF TOTAL A 229 472 701 B 229 472 701 M@x A 343 709 1052 B -343 -709 -1052 Reaction Location A B PROJFt-T• Dave Walker 2021 Internatinnal Ruilrlinn CnrlP ASD Member Name:9 Ft Garage Door Header Page 8 • •M Type Name Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) Uniform 105 105 0 9 RoofLive Y Uniform(Ibf/ft) Uniform 45 45 0 9 Dead Y Self Weight(Ibf/ft) 5.79 5.79 0 9 Dead Y PRn1FCT• Davy Walkpr 2n21 Intprnatinnal Ruilrlinn Cnrlp ASD Page 9 DATE: 12/21/2023 COMPANY: Anglesey Design STRUCALC BUILD: StruCalc Pro DESIGNED BY: Matthew Anglesey CUSTOMER: Dave Walker REVIEWED BY: -- PROJ. ADDRESS: 110 W. Morrows Ln PROJECT NAME: Dave Walker Shelton WA 98584 LEVEL: Main Floor LOADING: ASD MEMBER NAME: Left Side Man Door Header CODE: 2021 International Building Code MEMBER TYPE: ROOF BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir-Larch No.2 (1)3.5 X 5.5 DRY r.1111111 LIA I M. O.a Mr.. cn c 3in BL (A) BL(B) 3in I I 3' • • • • Start(ft):0 End(ft):3 Member Slope:0112 Actual Length(ft):3 Area Ix ly BSw Lams G Kcr (in') (in°) (in') (Ibf/ft) Creep Factor 19.25 48.53 19.65 4.39 1 0.5 1 Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(psi) E(psi)x103 Emin(psi)x103 Base Values 900 575 180 1350 625 1600 580 Adjusted Values 1170 748 180 1485 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CF 1.3 1.3 1 1.1 1 1 1 Bending Adjustment Factors Cfu =1 Cr =1 Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 3 0 3 0 • • PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(56.9%) 96.9 225.0 3 D+Lr 1.25 Bending Stress Y(psi) PASS(71.0%) 423.0 1457.0 3 D+Lr 1.25 Deflection Y(in) PASS(98.1%) 0.004(=L/9000) 0.200(=L/180) 1.5 D+Lr 1.25 Bearing Stress(psi) PASS(81.0%) 118.5 625.0 0 D+Lr 1.25 MIML Units for V:Ibf Units for M:Ibf-ft Y axis DEAD LIVE ROOF TOTAL A 378 866 1244 B 378 866 1244 M@x A 189 433 622 B -189 -433 -622 Reaction Location A B PROIFCT• Davy Walkpr 2021 International Ruilrlinn Cndp ASD Member Name: Left Side Man Door Header Page 10 Type Name Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) Uniform 577.5 577.5 0 3 RoofLive Y Uniform(Ibf/ft) Uniform 247.5 247.5 0 3 Dead Y Self Weight(Ibf/ft) 4.39 4.39 0 3 Dead y PRn1FCT• Davy Walker 2021 International Ruilrfinn Cnr)a AM Page 11 DATE: 12/21/2023 COMPANY: Anglesey Design STRUCALC BUILD: StruCalc Pro DESIGNED BY: Matthew Anglesey CUSTOMER: Dave Walker REVIEWED BY: -- PROD.ADDRESS: 110 W. Morrows Ln PROJECT NAME: Dave Walker Shelton WA 98584 LEVEL: Main Floor LOADING: ASD MEMBER NAME: Rear Man Door Header CODE: 2021 International Building Code MEMBER TYPE: ROOF BEAM NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir-Larch T No.2 (1)3.5 X 5.5 DRY v1 r�. c y z _ -mot .-��.�„s-•____ _e.,,+.,' _' 3in BL (A) BL(B) 3in I 1 Start(ft):0 End(ft):3 Member Slope:0/12 Actual Length(ft):3 Area Ix ly BSW Lams G Kcr (in Z) (in°) (in') (Ibf/ft) Creep Factor 19.25 48.53 19.65 4.39 1 0.5 1 • • • Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc_L(psi) E(psi)x103 Emin(psi)x103 Base Values 900 575 180 1350 625 1600 580 Adjusted Values 1170 748 180 1485 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 1 1 1 1 1 Ci 1 1 1 1 1 1 1 CIF 1.3 1.3 1 1.1 1 1 1 Bending Adjustment Factors C fu =1 Cr =1 Unbraced Length(ft) Beam End Span Length(ft) Top Bottom Elev.Diff(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 3 0 3 0 Tow— ?—,Tow-PASS/FAIL MAGNITUDE STRENGTH LOCATION(ft) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(94.6%) 12.2 225.0 3 D+Lr 1.25 Bending Stress Y(psi) PASS(96.3%) 53.2 1457.0 3 D+Lr 1.25 Deflection Y(in) PASS(99.8%) 0.000(=L/-) 0.200(=L/180) 1.5 D+Lr 1.25 Bearing Stress(psi) PASS(97.6%) 14.9 625.0 0 D+Lr 1.25 • Units for V:Ibf Units for M:Ibf-ft Y axis DEAD LIVE ROOF TOTAL A 52 105 157 B 52 105 157 M@x A 26 52 78 B -26 -52 -78 Reaction Location A B PRO]FCT: Davy Walker 2021 International Ruile inn CnrfP ASD Member Name: Rear Man Door Header Page 12 Type Name Left Magnitude Right Magnitude Load Start(ft) Load End(ft) Load Type Direction Uniform(Ibf/ft) Uniform 70 70 0 3 RoofLive y Uniform(Ibf/ft) Uniform 30 30 0 3 Dead y Self Weight(Ibf/ft) 4.39 4.39 0 3 Dead y PROJFCT• Davy Walkar 2021 IntPrnatinnal Ruildinn Cnrfa ASD SCALE f°= `�Dr 6WHOx AAVB + 5AMa wgL-YAP, Atkb 5s IJo W- M&,eOWS LJOIC NOT AN APPROVED SEPTIC DESIGN EH Setbacks NM1t_ Po UM 39 A. 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