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Home My WebLink AboutX2018-1424 - Misc12® q Le 4"1 S+ AQX ENGINEERING 1520 Brookhollow, Suite #45, Santa Ana, CA 92705 Tel: (714) 662 0510 Fax: (714) 662 0559 STRUCTURAL CALCULATIONS for 120 46TH STREET NEWPORT BEACH CA ,92665 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DFPA PT^ -'gin IT APPROVAL OF THESE PLANS DOES NOT CO^'S'm-- AUTHORIZATION TO CONSTRUCT INCONSISfENIF WITH THF NEWPORT BEAT'-] T ARE, IN All MK18-020dI I 1 fl I 10 -May -18 SIG( IP I . No. S. 5289 EXP. 6/30/18 (SIGNATURE) APPROVAL TO ISSUE _ DATE: AQX ENGINEERING Tel: 19491281 774n mesioenuai riooriuecK uesign Loads Description Living Spaces Carpet . ___ _. __....�......� ......�..�....w..w nnw. ..n a�iw 3.8 psf JOB NAME: I JOB N0: SHEET NO: ADDRESS: I ENGINEER: Mandi DATE: mesioenuai riooriuecK uesign Loads Description Living Spaces Carpet 1.5 psf Plywood sheathing 3.8 psf Framing 4.0 psf MEP- 1.0 psf 5/8 gyp. Bd ceiling(2) 2.8 psf Insulation & Misc 1.0 psf Total 14.1 psf USE 74.0 psf USE Live load 40 psf USE Deck 40 psf AOXENGINEERING 1520 13rookhollow, Suite #45, Santa Ana DESIGNED BY:Mandi CHECKED BY: JOB NO.. Tel: (714) 662 0510 DAT DATE: Fax: (714) 662 0559 Description: 4T 01 -pr1'7 AQX ENGINEERING 1520 Brookhollow, Suite #45, Santa Ana Tel: (714) 662 0510 Fax: (714)662 0559 I BY: Mandi BY: ET NO.: NO.; Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Multiple SimDie Beam Project Title: Engineer: Project Descr: Project ID: Prima 10 MAY 2010. 1NPM Description Wood Beam Design: BM1 Calculations. per NDS 20115, IBC 2015, CBC 2016, ASCE 7.10 _--3.5-x-1-1—.87-5, _——PSL-,-Fully .. _.. ..... _. .. BEAM Size . - 3.bx11.875-- , Parallam PSL, Fully Unbraced Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species : Trus Joist Wood Grade: Parallam PSL 2.0E Fb - Tension 2,900.0 psi Fc - Prll 2,900.0 psi Fv 290.0 psi Ebend- xx 2,000.0 ksi Density 45.050 pcf Fb - Compr 2,900.0 psi Fc - Perp 625.0 psi Ft 2,025.0 psi Eminbend - xx 1,016.54 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.230, L = 0.280 klft, Tdb=1.0 it Desian Summary Max fb/Fb Ratio = 0.652. 1 __ D(0.2ap) L(o 2so), u fb : Actual : 1,738.12 psi at 6.750 ft in Span # 1 Fb: Allowable: 2,667.64 psi Load Comb; +D+L+H 3.5x11.875 14 Max fv/FvRatio = 0.378: 1 13.50 ft fv : Actual: 109.57 psi at 12.555 it in Span # 1 Fv; Allowable: 290.00 psi Load Comb: +D+L+H - Max Deflections - --- Max Reactions (k) 12 L s E v E it Transient Downward 0.215 in Total Downward 0.402 in Left Support 1.64 1.89 Right Support 1.64 1.89 Ratio 752>360 Ratio 402 >180 LC: L Only LC: +D+L+H Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LQ LC: Wood Beam Design: BM2 Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 BEAM Size : 4x6, Sawn, Fully Unbraced _ Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: Douglas Fir- Larch Wood Grade: NoA Fb - Tension 1350 psi Fe - Prll 925 psi Fv 170 psi Ebend- xx 1600 ksi Density 31.2 pcf Fb - Compr 1350 psi Fc - Perp 625 psi Applied Loads Ft 675 psi Eminbend - xx 580 ksi Beam self weight calculated and added to loads Unif Load: D = 0.160, L = 0.460 k/ft, Tdb=1.0 it Desian Summary Max fb/Fb Ratio = 0.487 1 fb Actual DL 16� L(o.460) -_ — I : : 848.93 psi at 2.000 it in Span # 1 Fb: Allowable: 1,744.59 psi Load Comb: +D+L+H -- _---$xn -- _ Max fv/FvRatio = 0.442: 1 41 fv : Actual: 75.22 psi at 0.000 ft in Span # 1 I.. a o n46 Fv: Allowable: 170.00 psi Load Comb: +D+L+H _ Max Deflections _ Max Reactions (k) 4 1= Lr S NL E If Transient Downward 0.034 in Total Downward 0.047 In Left Support 0.33 0.92 Right Support 0.33 0.92 Ratio 1399>360 Ratio 1031 >180 LC: L Only LC: +D+L+H Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: r•, J Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Multiple Simple Be. Project Title: Engineer. Project ID: Project Descr: Pllnled: _._ :it FIe�21CY40FN-A12018iMNJ05ZnIYA87550.81Engkum ENERCALC, INC. 1983.2017,. B011d:10.17.12.10; Wood Beam Design : BM3 _ Calculations per NDS 2016, IBC 2015, CBC 2016, ASCE 7.10 BEAM Size : 5.28x7.0, Parallam PSL, Fully Unbraced Using Allowable Stress Design Win ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: Trus Joist Wood Grade: Parallam PSL 2.0E Fb- Tension 2,900.0 psi Fc -Prll 2,900.0 psi Fv 290.0 psi Ebend-xx 2,000.0 ksi Density 45.050 pcf Fb - Compr 2,900.0 psi Fc - Perp 625.0 psi Ft 2,025.0 psi Eminbend - xx 1,016.54 ksi Applied Loads Total Downward 0.189 in Beam self weight calculated and added to loads - Unif Load: D = 0.160, L = 0.440 k/ft, Trib=1.0 ft Desian Summary LC: L Only Max fb/Fb Ratio = 0.476.1 fb : Actual: Fb: Allowable: 1,369.18 psi at 4.000 ft in Span # I 2,882.82 psi Load Comb: +D+L+H Max fv/FvRatio = 0.296: 1 fv : Actual: Fv All bl 85.86 psi at 0.000 It in Span # 1 owe e: 290.00 psi Load Comb: +D+L+H Max Reactions (k) P L Lr a Left Support 0.69 1.76 Right Support 0.69 1.76 Wood Beam Design : BM4 D(0.16p) L(0.440) 5.25x7.0 ------'�-�* 8.0 ft Max Deflections _--- - - _ - - T constant Downward 0.136 in Total Downward 0.189 in Ratio 706>360 Ratio 508 >180 LC: L Only Ft LC: +D+L+H Transient Upward 0.000 in Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: - _-_ _ _ Calculations per NDS 2015, IBC 2016, CBC 2016, ASCE 7-10 BEAM -Size : 3.6x7.0 Parallam PSL Full Unbr d -- - - - -- _ y race Using AI{owable Stress Design with ASCE 7-10 Load Combinations, Major Axis Wood Species : Trus Joist Fb -Tension 2,900.0 psi Fc - Prll 2,900.0 Fv Bending Wood Grade: Parallam PSL 2.0E psi Fb - Compr 2,900.0 psi Fc - Perp 625.0 psi Ft 290.0 psi Ebend- xx 2,000.0 ksi Density 2,025.0 psi Eminbend - xx 1,016.54 ksi 45.050 pcf Applied Beam self weight calculated and added to loads Unif Load: D = 0.030, L = 0.080 kift, Tdb=1.0 ft Point: D = 0.70, L = 1.80 k @ 9.0 ft Design Summary - - Max fb/Fb Ratio = 0.376.1 fb D( o.oaoi( o.ceo)- : Actual : 1,074.17 psi at 8.000 ft in Span # 1 Fb: Allowable: 2,855.55 -'- '- - -- -- x ----� psi Load Comb: +D+L+H Max fv/FvRatio = 0.638: 1 tv : Actual : 156.09 psi at 8.000 It in Span # 1 Fv: Allowable: 290.00 _ _ 6.0 ft " - _ -- _ - - 1.0 ft 1 + psi Load Comb: +D+L+H Max Deflections -- Max Reactions (k) D 6 Lr a W E Left Support 0.06 0.09 ti Transient Downward 0.033 in Total Downward 0.045 In Right Support 0.98 2.43 Ratio 728>360 Ratio 538 >180 LC: LOnly LC:+D+L+H Transient Upward -0.031 in Total Upward -0.040 in Ratio 3109 Ratio 2377 LC: L Only LC: +D+L+H