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a <br /> ,„, Client: New West Development Date: 10/24/2018 Page 1 of 1 ' <br /> • <br /> ISC}eSICI M Project: Kennedy Residence Designer: Mark McLain <br /> 1/4,,,,,..j'' ' Address: 3815 Shore Ave.Everett,WA. Job Name: CCB899-New west Development•Kennedy Residence <br /> Project#: CC8889 <br /> U13 24F V4-1.8E DF 5.125" X 18.000" Level:Level <br /> Hole check, no repair required: <br /> i#lit til tr, . <br /> 1" dia'holes okay b <br /> t;r��' 5 iMMfflhiIMI Y Y insp. i <br /> 1 <br /> / <br /> Pi Tr <br /> ,. 0)„110' 0 X , <br /> 1,6„ <br /> ,, <br /> 1 SPF L SPF <br /> Check 3" <br /> dia. hole <br /> / <br /> see Sh. 2 f H51'8" <br /> 21'1/2" <br /> Member Information Reactions UNPATTERNED lb(Uplift) <br /> Type: Girder Application: Floor Brg Live Dead Snow Wind Const <br /> Moisture Condition: Dry Design Method: ASD 1 4645 2070 0 0 0 <br /> Deflection LL: 480 Building Code: IBC/IRC 2015 2 4613 2056 0 0 0 <br /> Deflection TL: 240 Load Sharing: No <br /> Importance: Normal Wet Use: No <br /> Temperature: Temp<=100°F Deck: Not Checked <br /> General Load <br /> Floor Live: 40 PSF Bearings <br /> Dead: 10 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. <br /> 1-SPF 6.000" 51% 2070/4645 6715 L D+L <br /> 2-SPF 5.125" 60% 2056/4613 6669 L D+L <br /> Analysis Results <br /> Hole Analysis <br /> Analysis Actual Location Allowed Capacity Comb. Case <br /> HMoment 32637 ft-lb 10'6 11/16" 53342 ft-lb 0.612(61%)D+L L ou <br /> RType Location Diameter <br /> Round H9-4-0 C 0-3-0 <br /> Unbraced 32637 ft-lb 10'6 11/16" 52830 ft-lb 0.618(62%)D+L L Round H10-8-0 C 0-1-0 <br /> Shear 6409 lb 1'11 1/8" 16298 lb 0.393(39%)D+L L Round H11-10-0 C 0-1-0 <br /> LL Defl inch 0.372(L/653) 10'6 3/4" 0.507(U480) 0.730(73%)L L Horizontal location H=Horiz to center <br /> TL Defl inch 0.538(U452) 10'6 3/4" 1.013(U240) 0.530(53%)D+L L <br /> Design Notes <br /> Design Notes <br /> 1 Holes in Glulam are in accordance with APA Form No,EWS G535,Figure 2. <br /> 2 Girders are designed to be supported on the bottom edge only. <br /> 3 Top braced at bearings. <br /> 4 Bottom braced at bearings. <br /> ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments <br /> 1 Uniform Near Face 173 PLF 440 PLF 0 PLF 0 PLF 0 PLF <br /> Self Weight 23 PLF <br /> 3, ,,, <br /> g <br /> M, .. <br /> 0.';'''''<:..''';‘ \'"517:1,4i''..:-�' :, <br /> 1c) U13 -SI9 t oft <br /> s Manufacturer Info Cscade Capital <br /> .'' 41. ' r„ � 4, 230 East F Street.WA. <br /> ,� �- �•.. er Common USA <br /> Certification is to verify the joist/beam/truss to carry the loads 1), g s, /'5 '"' 98421 <br /> shown and/or for repair design.The applid loads, '.,,,. I i , t, "'T Digitally sealed (253)503-8097 <br /> dimensions,and field conditions info was provided byothers. Oct.25,2018 <br /> The loads and dimensions must be verified and approved for <br /> 61 - <br /> • <br /> the specific application by the project design professional. <br /> This design is valid until 7/10/2021 <br /> Version 18.40.162 Powered by iStrucO' <br />