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Specifications (10) REVISION M KITCHEN NOOK LIVING ROOM FILL IN DOOR WITH 3 1/2"xII I/4" GLU LAM .� H 0P°5 Ill/ 4x4 POSTS EACH END WI MIUI.81/11 SIMPSON HANGERS FOR EXISTING FLOOR JOISTA Jr� •'Vsa lin \ , -liiiilli _ , ,f1'No I _., 1 ,, , , , , ,.,:. ' I E TRY 4, ,AF-r,5+sr ,. 5'- ° ,1 y -y /' _ (dvc,t 7E tM'f-S Y 47 `._— , €641,,Ai+, ITO St04.1-w { 2 CAR GARAGE I - ____ U A,'.0• iREMODEL PLAN KSD / SCALE: N.T.S. WLKER 286 TEL2863 541.3 30.6830.68 64 NW CROSSING Reed Remodel JOB#: 18145 RSSHTNO: DRIVE,SUITE 201 9740 SW Riverwood Ln REV.# SD 1 BEND,OR. 97703 Tigard, OR 97224 DATE: 6/1/18 STRUCTURAL ENGINEERING LLC. Walker Structural Engineering LLC Project Title: W4 L KE R2863 NW Crossings Dr,Suite 201 Engineer: Project ID: Bend Bend,OR 97701 Project Descr: _ (541)3306869 STRUCTURAL ENGINEERING LLC. Printed.1 JUN 2018,8:01AM Wood Beam File=s:tWSEJOB-112018118145--11WSEENG-1\CALCUL-1\1$145--1.EC6 ENERCALC,INC.1983-2018,Build:10.1&1.31,Ver.10.18.1.31 Lic.#:KW-06007107 Licensee:WALKER STRUCTURAL ENGINEERING LLC Description: BTHRM Door HDR CODE REFERENCES Calculations per NDS 2015, IBC 2015,CBC 2016,ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Stress Design Fb+ 2,400.0 psi E:Modulus of Elasticity Load Combination 1 BC 2015 Fb- 1,850.0 psi Ebend-xx 1,800.0 ksi Fc-Prll 1,650.0 psi Eminbend-xx 950.0 ksi Wood Species : DF/DF Fc-Perp 650.0 psi Ebend-yy 1,600.0 ksi Wood Grade :24F-V4 Fv 265.0 psi Eminbend yy 850.0 ksi Ft 1,100.0 psi Density 31.20 pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(0 15)L(0.4) U 0 S a 3.5x11.25 Span=4.50 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0150, L=0.040 ksf, Tributary Width=10.0 ft,(Floor) DESIGN SUMMARY - Design OK Maximum Bending Stress Ratio = 0.094 1 Maximum Shear Stress Ratio = 0.104: 1 Section used for this span 3.5x11.25 Section used for this span 3.5x11.25 fb:Actual = 226.29 psi fv:Actual = 27.53 psi FB:Allowable = 2,400.00 psi Fv:Allowable = 265.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 2.250ft Location of maximum on span = 3.564 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.005 in Ratio= 10873>=240 Max Upward Transient Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 0.007 in Ratio= 7908>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN Ci Cr Cm C t CL M tb Pb V fv F'v +D+H 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.029 0.031 0.90 1.000 1.00 1.00 1.00 1.00 1.00 0.38 61.71 2160.00 0.20 7.51 238.50 +D+L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.094 0.104 1.00 1.000 1.00 1.00 1.00 1.00 1.00 1.39 226.29 2400.00 0.72 27.53 265.00 +D+Lr+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.021 0.023 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.38 61.71 3000.00 0.20 7.51 331.25 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.022 0.025 1.15 1.000 1.00 1.00 1.00 1.00 1.00 0.38 61.71 2760.00 0.20 7.51 304.75 +D+0.750Lr+0.750L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.062 0.068 1.25 1.000 1.00 1.00 1.00 1.00 1.00 1.14 185.14 3000.00 0.59 22.52 331.25 Walker Structural Engineering LLC Project Title: V1/�LKER 2863 NW Crossings Dr,Suite 201 Engineer. Project ID: Bend,OR 97701 Project Descr: (541)3306869 STRUCTURAL ENGINEERING LIC. Printed.1 JUN 2018.8:01 AM Wood BeamFile=S:\WSEJOB-112018\18145--1\WSEENG-1\CALCUL-1\18145--1.EC6 ENERCALC,INC.1983-2018,BuiId:10.18.1.31,Ver:10.18.1.31 Lic.#: KW-06007107 icensee: n. "I I . Description: BTHRM Door HDR Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFA/ C i Cr Cm C t CL M fb F'b V iv F'v +D+0.750L+0.7505+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.067 0.074 1.15 1.000 1.00 1.00 1.00 1.00 1.00 1.14 185.14 2760.00 0.59 22.52 304.75 +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.016 0.018 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.38 61.71 3840.00 0.20 7.51 424.00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.016 0.018 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.38 61.71 3840.00 0.20 7.51 424.00 +D+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.048 0.053 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.14 185.14 3840.00 0.59 22.52 424.00 +D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.048 0.053 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.14 185.14 3840.00 0.59 22.52 424.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.048 0.053 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.14 185.14 3840.00 0.59 22.52 424.00 +0.600+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.010 0.011 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.23 37.03 3840.00 0.12 4.50 424.00 +0.600+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.010 0.011 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.23 37.03 3840.00 0.12 4.50 424.00 Overall Maximum Deflections Load Combination Span Max.""Dell Location in Span Load Combination Max."+"Dell Location in Span +D+L+H 1 0.0068 2.266 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.238 1.238 Overall MINimum 0.900 0.900 +D+H 0.338 0.338 +D+L+H 1.238 1.238 +D+Lr+H 0.338 0.338 +D+S+H 0.338 0.338 +D+0.750Lr+0.750L+H 1.013 1.013 +D+0.750L+0.750S+H 1.013 1.013 +D+0.60W+H 0.338 0.338 +D+0.70E+H 0.338 0.338 +D+0.750Lr+0.750L+0.450W+H 1.013 1.013 +D+0.750L+0.7505+0.450W+H 1.013 1.013 +D+0.750L+0.7505+0.5250E+H 1.013 1.013 +0.600+0.60W+0.60H 0.203 0.203 +0.60D+0.70E+0.60H 0.203 0.203 D Only 0.338 0.338 Lr Only L Only 0.900 0.900 S Only W Only E Only H Only FOR OFFICE USE ONLY-SITE ADDRESS: 74170 SA2 II L/r7 a,tTc2o( This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT III i r Transmittal Letter i i G A R n 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: ./-te-ys© A/ /n2itiso/1/6DATE RECEIVED: , DEPT: BUILDING DIVISION 11-1),Ct ? . . FROM: , ; OPL., = COMPANY: T,x ,.yam -- ',\ , -e nv\ I��ciri ,� I isi oN1 PHONE: - �j-C D 0C-5 g�' By.�f��% RE: ¶Lflo �� we,✓is ,� . . _ - lige Address) (Permit Number) CO e-CA ��' /`1s7;20/P—(20/A3(Project name or su}�divisi name and lot number) ATTACHED ARE THE FOLLOWING ITEMS I Copies: Description: Le, opies: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Nk Floor/roof framing. Basement and retaining walls. Beam calculations. K Engineer's calculations. Other(explain): REMARKS: al-. - a vA...& - ILA = r_ FOR OFFICE USE ONLY Routed to PC� e, cian: Date: (i-Li-i t j Initials: /a' -' Fees Due: es ❑No Fee Description: Amount Due: $ 1.12 lai,�. (-it.{,J $ L1C°1l/ P $ $ Speci. Ins f'.ctions: / ' - 'rint Permit(per PE): ❑ Yes 2 No �/ ❑ Done fr___ Applicant Notified: 76.--___ Date: 7,(c-7(k Initials: I:\Building\Forms\TransmittalLetter-Revisions_061316.doc