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Specifications (36) Wici s ) k 7 / Voelker Engineering, Inc. 1911 116th Avenue NE, Bellevue, WA 98004 425-451-4946 DR Horton Plan 3709 � � Heritage Crossing Lot 15 2016 y,. Tigard, Oregon Structural Calculations October 5, 2016 JN 11066 OF: -CE COPY Building Code: 2014 OSSC Snow load: 25psf Roof Dead load: 1 spsf Floor Live load: 40psf Floor Dead load: IOpsf Wind: 120mph Exposure B Seismic: Soil class D, Ss = 1.58 INDEX PAGES Lateral analysis L1-25 Roof framing R1 Upper floor framing UF1-3 Main floor framing MF1 ik c)OA PR nice nEGoN '5' 4'25 19(16 9,94FS VO 1 EXPIRES. 6/251 Voelker Engineering, Inc. 1911 116th Avenue NE, Bellevue, WA 98004 425-451-4946 DR Horton Plan 3709 Structural Calculations April 7, 2015 JN 11066 Building Code: 2014 OSSC Snow load.• 25psf Roof Dead load: 15psf Floor Live load.• 40psf Floor Dead load.• lOpsf Wind: 120mph Exposure B Seismic: Soil class D, Ss = 1.58 INDEX PAGES Lateral analysis L1-25 Roofframing R1 Upper floor framing UF1-3 Main floor framing MF1 Voelker Engineering, Inc. 04/07/15 Job 11066 1911 116th Avenue NE Page L1 Bellevue,WA 98004 DR Horton Plan 3709 Lateral Analysis of Wind forces(ASCE 7-10) Design wind pressures and forces are determined per equations given in section 28.4-1 System Type Structure Type Equation Main Wind-Force Low-Rise Buildings p : qh-[(GCpf)-(GCpi)] Resisting System Gable Roof qh : at mean roof height h GCpf : Figure 28.4-1 GCpi :Table 26.11-1 Velocity Pressure Calculations, qh Velocity pressure qh is calculated in accordance with section 28.3.2. qh =Velocity pressure @ mean roof height(h) qh =Constant Kh Kzt Kd V 2 qh =Velocity pressure @ height(h) Where : Constant = Numerical constant = '/2 • [(Air density lb/cu ft)/(32.2 ft/s2)] • [(mi/h )( 5280 ft/mi )• (1 hr/3600 s )]2 0.00256 Mean Sea Level = 0.00 ft Air Density @ MSL = 0.0765 lb/cu Category = II Exposure Category = B (Urban areas) Alpha = 7 Zg = 1,200.00 ft Basic Wind Speed = 120.00 mph Mean Roof Height = 33.00 ft 11066 ASCE7-10 Voelker Engineering, Inc. 04/07/15 1911 116th Avenue NE Job 11066 Bellevue, WA 98004 Page L2 DR Horton Plan 3709 Velocity Pressure Calculations, qz(Cont.) Where : Kh = Velocity pressure coefficient @ height z = 2.01•(Z/Zg)A(2/Alpha)for 15 ft<=Z<=Zg = 2.01 • (15/Zg)^(2/Alpha)for Z< 15 ft = 0.7 Kzt = Topographic factor obtained from Fig. 6-4 Kzt@h = (1 + K1 • K2 • K3)2 1 Kd = Wind directionality factor obtained from Table 6-4 = 0.85 qh = 22.56 (psf) Internal Pressure Coefficient, GCpi, TABLE 26.11-1 Enclosure Classification GCpi+ GCPi- Ri GCpi+ GCPi- Partially enclosed buildings 0.55 -0.55 1 0.55 -0.55 Roof Angle 26.4 degrees 1 0.55 -0.55 External Pressure Coefficient-Load Case A (psf) (psf) (psf) 1 0.55 22.56 0.55 -0.55 2 -0.11 22.56 0.55 -0.55 -0.0124.8 0.04 3 -0.45 22.56 0.55 -0.55 -14.785 2.31 4 -0.39 22.56 0.55 -0.55 -21.-22.5 1 E 0.73 22.56 0.55 -0.55 4.03 3.59 28.84 2E -0.2 22.56 0.55 -0.55 -16.963 .92 3E -0.59 22.56 0.55 -0.55 2 7..8 4E -25.63 -0.81 -0.54 22.56 0.55 -0.55 -24.5 p+ uses GCpi+ p-uses GCpi- 11066 11066 ASCE7-10 066 ' Voelker Engineering, Inc. 04/07/15 Job Page 11 11 1911 116th Avenue NE Bellevue,WA 98004 DR Horton Plan 3709 External Pressure Coefficient-Load Case B _0 55 -22.56 2.26 1 -0.45 22.56 0.55 -0.55 -27.97 -3.16 2 -0.69 22.56 0.55 -20.75 4.06 3 -0.37 22.56 0.55 -0.55 2.26 4 -0.45 22.56 0.55 -0.55 -22.56_3.38 21.43 5 0.4 22.56 0.55 -0.55 6 -0.29 22.56 0.55 -0.55 -18.95 5.87 1 E -0.48 22.56 0.55 -0.55 -23.24 1.58 2E -1.07 22.56 0.55 -0.55 -36.54 -11.73 3E -0.53 22.56 0.55 -0.55 -24.36 0.45 4E -0.48 22.56 0.55 -0.55 -23.24 1.58 5E 0.61 22.56 0.55 -0.55 1.35 26.17_0.55 -22.11 2.71 6E -0.43 22.56 0.55 Wind Pressure Zones-Sums of positive and negative pressures Transverse Direction Load Horizontal Pressures D Case A B C 1 17.12 3.25 12.73 2.06 Longitudinal Direction Load Horizontal Pressures D Case A B C 1 17.12 3.25 12.73 2.06 11066 ASCE7-10 BellevueVoelker Engineering, Inc. 04/07/15 1911 116th WAvenueA98004 NE JobPage L4 11066 , DR Horton Plan 3709 Light Wood Frame Construction? y Mean Roof Height 29 ft Maximum Height 31 ft Building Width 22 ft Building Length 52 ft Roof Plate Ht 27 ft Upper Fl Plate Ht 18 ft Main Fl Plate Ht 9 ft End Zone Calculations -Front to Rear Direction .1xWidth 2.2 .4xHeight 11.6 .04xWidth 0.9 2.2 3.0 3.0 3.0 <--- End Zone Length = 3.0 ft End Zone Calculations-Left to right Direction .1xWidth 5.2 .4xHeight 11.6 .04xWidth 2.1 5.2 3.0 3.0 5.2 <--- End Zone Length= 5.2 ft 11066 ASCE7-10 Job 11066 Voelker Engineering, Inc. 04/07/15Page L5 1911 116th Avenue NE Bellevue,WA 98004 DR Horton Plan 3709 Wind Analysis FRONT TO REAR DIRECTION Building Width 22 ft Zone 4 Zone 1 Zone 2 Zone 3 Type 1 1 2 1 End Zone y y ny Height Width Height Width Height Width Height Width ft ft ft ft t ft t ft 31.0 12 31.0 12 31.0 0 31.0 0 27.0 11 27.0 11 27.0 0 27.0 0 18.0 11 18.0 11 18.0 0 18.0 0 9.0 11 9.0 11 9.0 0 9.0 0 Type 1 =Transverse Type 2= Longitudinal or Gable End Wind Pressures Zone 3 Zone 4 Zone 1 Zone 2 End Zone End Zone End Zone End Zone 2.06 3.25 2.06 3.25 12.73 0.00 2.06 3.25 12.73 17.12 12.73 17.12 12.73 0.00 12.73 17.12 12.73 17.12 12.73 17.12 12.73 17.12 12.73 17.12 12.73 17.12 12.73 17.12 12.73 0.00 12.73 17.12 Load to roof plate Vw= 1606 lb Load to upper floor plate Vw= 2758 lb Load to main floor plate Vw= 2758 lb Total= 7121 lb Minimum Design Wind Loads ASCE 7-10 Total Wind Load= 5213 lb OK 11066 ASCE7-10 . Voelker Engineering, Inc. 04/07/15 Job 11066 1911 116th Avenue NE Page L6 Bellevue, WA 98004 DR Horton Plan 3709 Wind Analysis LEFT TO RIGHT DIRECTION Building Width 52 ft Zone A Zone B Zone C Type 1 2 Zone D 1 1 End Zone y n y Height Width Height Width Height Width Height y Width ft ft ft ft ft ft ft ft 31.0 17 31.0 8.5 31.0 16 31.0 0 27.0 17 27.0 17 27.0 16 27.0 0 18.0 17 18.0 17 18.0 16 18.0 0 9.0 17 9.0 17 9.0 16 9.0 0 Type 1 =Transverse Type 2 = Longitudinal Wind Pressures Zone A Zone B Zone C Zone D End Zone End Zone End Zone End Zone 2.06 3.25 12.73 0.00 2.06 3.25 2.06 3.25 12.73 17.12 12.73 0.00 12.73 17.12 12.73 17.12 12.73 17.12 12.73 0.00 12.73 17.12 12.73 17.12 12.73 17.12 12.73 0.00 12.73 17.12 12.73 17.12 Load to roof plate Vw= 3825 lb Load to upper floor plate Vw= 6140 lb Load to main floor plate Vw= 6140 lb Total= 16105 lb Minimum Design Wind Loads ASCE 7-10 Total Wind Load= 11760 lb OK 11066 ASCE7-10 Voelker Engineering, Inc. 04/07/15 Job 11066 • 1911 116th Avenue NE Page L7 Bellevue,WA 98004 DR Horton Plan 3709 Lateral Analysis of Seismic forces (2012 IBC) Distribution of Building Weight Roof Area Weight Ave. height ft^2 psf ft 456 12.8 27 Interior walls Wall Wt Wall Ht Wall L psf ft ft 6.5 8 0 Exterior walls Wall Wt Wall Ht Wall L psf ft ft 8 8 78 Upper Floor Area Weight Ave. height ft^2 psf ft 1110 10 18 Interior walls Wall Wt Wall Ht Wall L psf ft ft 6.5 8 150 Exterior walls Wall Wt Wall Ht Wall L psf ft ft 8 8 136 Main Floor Area Weight Ave. height ft^2 psf ft 1126 10 9 Interior walls Wall Wt Wall Ht Wall L psf ft ft 6.5 9 60 Exterior walls Wall Wt Wall Ht Wall L psf ft ft 8 9 148 11066 ASCE7-10 V1911oelker116th EngineeringAvenueNE, Inc. 04/07/15 JobPage L811066 Bellevue, WA 98004 DR Horton Plan 3709 Lateral Analysis of Seismic forces (2012 IBC) Soil Class= D le = 1.00 R = 6.50 Structure Height= 29 ft Spectral Response Acceleration Coefficients Site Coefficients Ss= 1.58 Fa = 1.00 S1 = 0.55 Fv= 1.50 Sms= 1.58 Sds= 1.05 Sm1 = 0.825 Sdl = 0.55 Sesimic Design Category= D Structure Fundamental Period = 0.25 Seconds Cs Determination (ASCE 7) Sds/(R/le) 0.162 Sd1/(R/le)/T 0.339 Cs= 0.162 Ultimate Vs = 0.116 xWt Working Stress Distribution of Shear to Stories Level Vs wx % Vs Roof 967 26109.6 0.263 1728 <___ Upper floor 2530 45543.4 0.458 3014 <___ Main floor 3080 27719.4 0.279 1835 <_._ Total 6577 99372 6577 lbs Redundancy Check rho max= 1.00 Front/Rear rho max= 1.30 Left/Right 11066 ASCE7-10 • Voelker Engineering, Inc. 04/07/15 Job 11066 1911 116th Avenue NE Page L9 Bellevue,WA 98004 DR Horton Plan 3709 Allowable Shearwall Forces Typ.Walls -7/16 OSB, 8d Common Nails, 1 3/8"minimum penetration into framing. Wind Resistance(Includes 40% increase per 2306.3.1) Allow v P6 266 plf P4 490 plf P3 637 plf P2 833 plf Seismic Resistance(based on 2:1 height/width ratio) Allow v P6 242 plf P4 350 plf P3 455 plf P2 595 plf Anchor Bolts (5/8"bolts, HF plates,Allow Vw= 1.6 x 860= 13761b,Vs= 1.4 x 860 = 12041b) Allow Vw(plf) Vs(plf) P6 2x sill plates 48"o.c. 344 301 P4 2x sill plates 32"o.c. 516 452 P3 2x sill plates 16"o.c. 1032 903 P2 2x sill plates 16"o.c. 1032 903 Simpson MA_SAP Standard Installation,Allow Vw= 13051b,Vs= 10601b Allow Vw(plf) Vs(plf) P6 2x sill plates 48"o.c. 326 265 P4 2x sill plates 32"o.c. 489 398 P3 2x sill plates 16"o.c. 979 795 P2 2x sill plates 16"o.c. 979 795 11066 ASCE7-10 Voelker Engineering, Inc. 04/07/15 1911 116th Avenue NE Job 11066 Bellevue, WA 98004 Page L10 DR Horton Plan 3709 Sub-diaphragms-Front/Rear Zone 1 Zone 2 Zone 3 Roof 22 ft 0 ft Zone 4 Upper 22 ft 0 ft 0 ft Main 22 ft 0 ft 0 ft 0 ft 0 ft 0 ft Force Distribution to Walls-Front/Rear Roof Plate Level Sum of Walls Grid 1 5 5 Total Grid 2 6.5 6.5 13 Grid 3 0 Grid 4 0 Grid 5 0 0 Trib. Vs Vw Wall Sum v Grid 1 11.0 864 803 Uplift 10 86 plf OK Grid 2 11.0 864 803 1366 plf OK Grid 3 0.0 0 0 0 Grid 4 0.0 0 0 0 Grid 5 0.0 0 0 0 Totals 22 1728 1606 Redundancy Check Longest wall with H/L> 1.0 L vs %Vs rho Grid 1 5 432 0.25 1.00 Grid 2 6.5 432 0.25 1.00 Grid 3 0 0 0.00 1.00 Grid 4 0 0 0.00 1.00 Grid 5 0 0 0.00 1.00 11066 ASCE7-10 7/15 Job 11066 Voelker Engineering, Inc. 04/0Page L11 1911 116th Avenue NE Bellevue,WA 98004 DR Horton Plan 3709 Force Distribution to Walls-FrontlRear Upper Floor Plate Level Total Sum of Walls Total Grid 1 18.5 22 40.5 .5 Grid 2 11.5 30 0 Grid 3 0 Grid 4 0 Grid 5 � Uplift Trib. Vs Vw Wall Sum 59 plf OK Grid 1 11.0 2371 2182 40.5 Grid 2 11.0 2371 2182 41.5 57 plf OK Grid 3 0.0 0 0 0 Grid 4 0.0 0 0 0 Grid 5 0.0 0 0 0 Totals 22 4742 4363 Redundancy Check Longest wall with H/L> 1.0 L vs %Vs rho 1.00 Grid 1 0 0 0.00 Grid 2 0 0 0.00 1.00 Grid 3 0 0 0.00 1.00 Grid 4 0 0 0.00 1.00 Grid 5 0 0 0.00 1.00 11066 ASCE7-10 V1911oelker116th EngineeringAvenue NE, Inc. 04/07/15 JobPage L1112066 Bellevue, WA 98004 DR Horton Plan 3709 Force Distribution to Walls-Front/Rear Main Floor Plate Level Sum of Walls Total Grid 1 12 33 45 Grid 2 18 19 37 Grid 3 Grid 4 0 Grid 5 0 0 Trib. Vs Vw Wall Sum v Uplift Grid 1 11 3289 3561 45 79 plf OK Grid 2 11 3289 3561 37 96 plf OK Grid 3 0 0 0 0 Grid 4 0 0 0 0 Grid 5 0 0 0 0 Totals 22 6577 7121 Redundancy Check Longest wall with H/L> 1.0 L vs %Vs rho Grid 1 0 0 0.00 1.00 Grid 2 0 0 0.00 1.00 Grid 3 0 0 0.00 1.00 Grid 4 0 0 0.00 1.00 Grid 5 0 0 0.00 1.00 11066 ASCE7-10 Voelker Engineering, Inc. 04/07/15 Job 11066 1911 116th Avenue NE Page L13 Bellevue,WA 98004 DR Horton Plan 3709 Sub-diaphragms-Left/Right Zone A Zone B Zone C Zone D Roof 14 ft 17 ft 12 ft 0 ft Upper 14 ft 17 ft 12 ft 0 ft Main 0 ft 0 ft 0 ft 0 ft Force Distribution to Walls-Left/Right Roof Plate Level Sum of Walls Total 2 Grid A 22 2 22 Grid B 16 115 Grid C 15 22 Grid D 22 0 Grid E Trib. Vs Vw Wall Sum v Uplift Grid A 7.0 366 623 22 28 plf OK Grid B 15.5 810 1379 16 86 plf OK Grid C 14.5 758 1290 15 86 plf OK Grid D 6.0 313 534 22 24 plf OK Grid E 0.0 0 0 0 Totals 43 2247 3825 Redundancy Check Longest wall with H/L> 1.0 L vs %Vs rho Grid A 0 0 0.00 1.00 Grid B 0 0 0.00 1.00 Grid C 0 0 0.00 1.00 Grid D 0 0 0.00 1.00 Grid E 0 0 0.00 1.00 11066 ASCE7-10 Voelker Engineering, Inc. 04/07/15 Job 11066 1911 116th Avenue NE Page L14 Bellevue, WA 98004 DR Horton Plan 3709 Force Distribution to Walls-Left/Right Upper Floor Plate Level Sum of Walls Total Grid A 5 5 Grid B 8.5 8.5 Grid C 7 7 Grid D 6 6 Grid E 0 Trib, Vs Vw Wall Sum v Uplift Grid A 7.0 1004 1622 5 324 plf P4 2595 Grid B 15.5 2222 3592 8.5 423 plf P4 3381 Grid C 14.5 2079 3360 7 480 plf P4 3840 Grid D 6.0 860 1390 6 232 plf P6 1854 Grid E 0.0 0 0 0 Totals 43 6165 9965 Redundancy Check Longest wall with H/L> 1.0 L vs %Vs rho Grid A 5 1004 0.16 1.00 Grid B 0 0 0.00 1.00 Grid C 7 2079 0.34 1.30 Grid D 6 860 0.14 1.00 Grid E 0 0 0.00 1.00 11066 ASCE7-10 Voelker Engineering, Inc. 04/07/15 Job 11066 , 608 State Street Page L15 Kirkland,Washington 98033 DR Horton Plan 3709 Force Distribution to Walls-Left/Right Main Floor Plate Level Sum of Walls Total Grid A 3.5 3.5 7 Grid B 5.83 5.83 Grid C 6.7 7.5 14.2 Grid D 00 Grid E Trib. Vs Vw Wall Sum v Uplift Grid A 8.0 1286 2567 7 367 plf P4 3300 NDS 4.3 P6 Grid B 16.0 2787 5481 5.83 940 plf 2P2 8461 Grid C 28.0 3927 8056 14.2 567 plf P3 5106 Grid D 0.0 0 0 0 Grid E 0.0 0 0 0 Totals 52 8000 16104 Redundancy Check Longest wall with H/L> 1.0 L vs %Vs rho Grid A 3.5 643 0.10 1.00 Grid B 5.83 2787 0.45 1.30 Grid C 7.5 2074 0.34 1.30 Grid D 0 0 0.00 1.00 Grid E 0 0 0.00 1.00 11066 ASCE7-10 JOB i i a 61 VOELKER ENGINEERING, INC. SHEET NO. OF 1911 116th Avenue NE CHECKED BY DATE , Bellevue, Washington , CALCULATED BY SCALE -01),Iii r plit .1,1frd. . , r 640 ( 4 , , I N. . y 4 V 4 0 T .s a P(......e.....) ' r.... .:....... •a a 1 / i i a i. • 1 t 10 II.? 4 / ' ' I• • . • / / se, 1 i ,. . ., 1 . , ,- „ , • - ., . 4 0 I 4 9 4 4 < 1 4 4 4 i 5 4 < 5 4 4 4 4 4 4 9 0 • ! 4 4 9 4 4 9 : • 4 4 1 4 4 4 5 4 3 4 5 4 - 4 t 4 4 1/06(4 JOB VOELKER ENGINEERING, INC. SHEET NO. L!7 OF 116Avenue NE DATE 9•'2- 4Bellevue1911 , Washington th 98004 CALCULATED BY 425-451-4946 CHECKED BY DATE SCALE • 4JJ « . . (9. « ti • qts acs I „ >1 1 . U ! 1,4, _ :,_... _ + + 4 .... . • Gil x �. 7 :4� . « N . . . . G� 1/06 JOB VOELKER ENGINEERING, INC. Li fe, SHEET-NO OF 1911 116th Avenue NE e„.iz. h Bellevue, Washington 98004 CALCULATED BY DATE 425-451-4946 CHECKED BY DATE SCALE , . . . . . . . , . . . :....k. t'lk.0.6-. c.J,..lde L 1.1. .g- w . . . . „. . , ,. ... . „. . . . 0. . e-c9 . . , . . , .0 iI --1‘45----- " • • .... . . . ".... L_________ , 1 • ..-.:14-ff 6 .' .... __ - .. ....., - + + — ..............,.. ,.... • , I I+yip/1 + 1-*/ . ç4 lo , • "Peeig,-...,.. -s..1................... . . , .. . I........ti?. ,. . ,- ..... ..... . . I . • . , ... . . . . . . + 1 m 6- 7 . . •_ I, /..yort‘.............u.1.........1,fi.. A • 0.... / ....... . ... . 4.?...A. . . . .4. . 0. • 1. .L,.'1, , ,. ,. ,..,.. . _.........., 4.-4. . . . k...4:---- • . , . .......................................... ..__ -- .....: - ..... ..............................,............., . / . . ° . , . ,• • .. . . , . . . • . . . . .. . . . , • oGa et_ V 177 SuNa/Zv;r,d Voelker Engineering SHEET 411 OF DATE: Bala/20102, (C)2003 BY SALMONS TECHNOLOGIES, INC. PAGE: 1 BY: INPUT DATA E= 1800 ksi No. of Jts.= 3 No. of Elements= 2 Element Data Joint Data Element I Joint X Joint (in^4) # (ft) Restraint 1 1050 1 0.00 PINNED 2 1050 2 6.00 PINNED 3 22.00 PINNED Load Case Description Load Case Description 1 1 2 2 Distributed Loads Load W1 W2 Xl X2 Case (k/ft) (k/ft) (ft) (ft) 1 0.750 0.750 6.00 16.00 Concentrated Loads, Py Load Py Xp Case (k) (ft) 2 4.20 8.00 • /eD&6 Voelker Engineering SHEET 4:20 DATE: B43124201m2, (C)2003 BY SALMONS TECHNOLOGIES, INC. PAGE: 2 BY: LOAD COMBINATION 1 Combined Loads = 1.000 * LC 1 + 1.000 * LC 2 Joint Reactions and Displacements Joint X Rx Ry Mz Y-disp. Rotat. # (ft) (k) (k) (k-in) (in) (rad) 1 0.00 0.00 2.98 0 0.0000 -0.001364 2 6.00 0.00 -12.93 0 0.0000 0.002728 3 22.00 0.00 -1.75 0 0.0000 -0.004174 Element Forces and Displacements Ele. X Axial # (ft) Force Shear Force Moment Y-displ. (k) (k) (k-in) (in) 1 0.00 0.00 2.980.0000 1 6.00 0.00 2.98 21515 J 0.0000 2 6.00 0.00 -9.95 215 0.0000 / .A1...2 8.00 0.00 -8.45/ -4.25 -6 0.0865 f 2 13.67 0.00 -0.00 -150 0.2639 2 22.00 0.00 1.75 0 0.0000 Shi' ii6,' I PO/ * 111) t0 V �, 1410 L 'Xf"<iY\-43'..' -3 D ; 0` A III MEI Fr Yip f '241 - > 1 ,.. it. , i i ., 6, 1 i/4 i 7? 41 4 ) 4' I, T 7.r i/ r e J Z 1 b t A&P) LI, / Voelker Engineering SHEET OF DATE: BgAfi/2810)2, (C)2003 BY SALMONS TECHNOLOGIES, INC. PAGE: 1 BY: INPUT DATA E= 1800 ksi No. of Jts.= 3 No. of Elements= 2 Element Data Joint Data Element I Joint X Joint # (inA4) # (ft) Restraint 1 1050 1 0.00 PINNED 2 1050 2 6.00 PINNED 3 22.00 PINNED Load Case Description Load Case Description 1 1 2 2 3 3 Distributed Loads Load W1 W2 X1 X2 Case (k/ft) (k/ft) (ft) (ft) 1 0.750 0.750 0.00 16.00 Ail 6,1&,,,,./j 3 0.850 0.850 0.00 10.00 Concentrated Loads, Py G v reil ra Load Py Xp 4]t L Case (k) (ft) 2 4.20 8.00 3 5.10 12.00 C:\Documents and Settings\Charles\Desktop\11066 beam.bcn ! a0b e L22 • Voelker Engineering SHEET OF DATE: W1fi/20102, (C)2003 BY SALMONS TECHNOLOGIES, INC. PAGE: 2 BY: LOAD COMBINATION 1 Combined Loads = 1.000 * LC 1 + 1.000 * LC 3 Joint Reactions and Displacements Joint X Rx Ry Mz Y-disp. Rotat. # (ft) (k) (k) (k-in) (in) (rad) 1 0.00 0.00 0.19 0 0.0000 -0.001184 2 6.00 0.00 -22.98 0 0.0000 0.003465 3 22.00 0.00 -2.81 0 0.0000 -0.006729 Element Forces and Displacements Ele. X Axial # (ft) Force Shear Force Moment Y-displ. (k) (k) (k-in) (in) 1 0.00 0.00 0.19 -0 0.0000 1 6.00 0.00 9.79 359 0.0000 2 6.00 0.00 -13.19 0.0000 2 12.00 0.00 -5.29/ -0.19 -265 0.3866 2 12.25 0.00 0.00 -265 0.3962 2 22.00 0.00 2.81 0 0.0000 v',72 40 x//,), .p3t , i.iTt4. 0), C:\Documents and Settings\Charles\Desktop\11066 beam.bcn GZS Voelker Engineering SHEET OF DATE: 30 5/2812, (C)2003 BY SALMONS TECHNOLOGIES, INC. PAGE: 3 BY: LOAD COMBINATION 2 Combined Loads = 1.000 * LC 1 + 1.000 * LC 2 + 1.000 * LC 3 Joint Reactions and Displacements Joint X Rx Ry Mz Y-disp. Rotat. # (ft) (k) (k) (k-in) (in) (rad) 1 0.00 0.00 1.03 0 0.0000 -0.001566 2 6.00 0.00 -27.80 0 0.0000 0.004229 3 22.00 0.00 -3.02 0 0.0000 -0.007391 Element Forces and Displacements Ele. X Axial # (ft) Force Shear Force Moment Y-displ. (k) (k) (k-in) (in) 1 0.00 0.00 1.030.0000 1 6.00 0.00 10.63 419 0.0000 2 6.00 0.00 -17.18 419 0.0000 2 8.00 0.00 -13.98/ -9.78 46 0.1454 2 12.00 0.00 -5.08/ 0.02 -291 0.4337 2 22.00 0.00 3.02 0 0.0000 rievY ,0/ ZI )vim, /4 1i t°PS L C:\Documents and Settings\Charles\Desktop\11066 beam.bcn JOB1000 VOELKER ENGINEERING, INC. SHEET NO. 1.24 OF • 1911 116th Avenue NE -` Bellevue, Washington 98004 CALCULATED BY DATE N 425-451-4946 CHECKED BY DATE SCALE lt} 4•• r tl 11- (,ti. 15 • 1 , , la G . .................. .. • '1 � : r#.e '-- ....: IL 1 1-4L 4.. x -� ` � • 1 Y` - t-5 ....4 , -..` ,, — 9- _ LI x• • ,. 3 -c1� 32, 1,ig." g le?I, • T A r PRODUCT 2041(Single Sheets)205-1(Padded) Voelker Engineering, Inc. 08/15/11 Job # 11066 Sheet L25 Lateral Analysis of Wood Diaphragm in Rotation. (IBC 2305.2) Diaphragm Blocked? Y/N N End Wall Length 14 (ft) Max Shear 3.790 (kips) Side Wall 1 Length 45 (ft) G= 90000 (psi) Side Wall 2 Length 19 (ft) E= 1400000 (psi) Wall Height 9 (ft) Diaphragm Width 22 (ft) -- Parallel to open side Diaphragm Length 19 (ft) Horz. Plywood 0.75 (in) Wall plywood 0.50 (in) Edge Nail Spacing 6 "oc Anchorage Slip 0.05 (in) Seasoned Lumber 0.5 (.5=Yes, 1=No) End Wall v= 271 (plf) Deflection D= 0.13 (in) Wall 1 v= 36 (plf) Deflection D= 0.08 (in) Wall 2 v= 86 (plf) Deflection D= 0.10 (in) Diaphragm v= 172 (plf) Deflection D= 0.25 (in) Total Deflection at open end D= 0.46 (in) JOB //a6 6. VOELKER ENGINEERING, INC. SHEET NO. t 1911 116th Avenue NE OF Bellevue, Washington 98004 CALCULATED BY DATE s. /Z• 6 425-451-4946 CHECKED BY DATE SCALE v 'f 5` x • .•a fes._ 6_ rS�S _, • T✓. T eC. • • ! /. / : ... ,.,. . • „r .i. 4.X ./eh-_. ri, , 9i I'v t 0-- dn. % l a /i 46 'tb r sus • IS ...:....... .............. ............. �Lr y ,,/ ... PRODUCT 2041)Sive Sheets)205-1(Padded) JOB ` CO 64' VOELKER ENGINEERING, INC. SHEET NO. /I OF 1911 116th Avenue NE s;�� aBellevue, Washington 98004 CALCULATED BY DATE 425-451-4946 CHECKED BY DATE SCALE tf L t..... 7,? ...__ ..tu.it f›ie)iitir Ire t /Zit- /S • _ / • zZ 2 .._ 1., 2 7 CAA 4 f v fl fi A v't 7 ) OW Pi 11/41-11 4 L_ _.4.J. . .__.. U 1 ....ES....r)1,LJt.. .7-4./L.. 110 e. ° ? f C - -..- .1`V r 4#.,Saes l' _..._. 4 , = , vv 3 ...... . .. .._...... . .............. PRODUCT 204-1(Sigle s)205-1(Padded) JOB /i 06e VOELKER ENGINEERING, INC. 7z__ 1911 116th Avenue NE SHEET NO. OF Bellevue, Washington 98004 CALCULATED BY DATE 0'iZ• L' 425-451-4946 CHECKED BY DATE SCALE L �,• : 10--- = G ' / ' ........... ... �� G�fs : ...,......../E 6 r4-.6 ,,, t ' i ,� �,� L. .e... . .. ..til .......... .. ....: .......... ............... Y 4 ',Ii i/S, .. al // i..-FJ-° L :'63 ti✓{. "l x ea, v 21 Si k rit)i",t/LS_. PRODUCT 204-1(Single Sheets)M,(Padded) JOB l/01/04.C.� VOELKER ENGINEERING, INC. SHEET NO. `�`j�f' OF 1911 116th Avenue NE S,(z.!i Bellevue, Washington 98004 CALCULATED BY DATE 425-451-4946 CHECKED BY DATE SCALE ..... • �.� ....... . ...G. s.... .0,.11 _.._ 1•.J_.• 7�P cis... ... _ _P _......... .. ._._ .. _____. . .... ....... ................ ce,s .10 4(.0 p$,- t, r 021117 101) 4‘e, �s ._._.. .. .... 4q CoL� I:1_ e '14 f c.., .. 34 12„ ......._...... ...�...... < (ol . .._..._...... ... ......_..... _................. ..... ....... ..... ....... ............ _. ............. . ............. .........._.... .. .... PRODUCT 2041(Si1g0 Sheets)205-1(Pe0ded) //0‘L• . ,. VOELKER ENGINEERING, INC. SHEET NO. /`vs' 1 OF 1911 116th Avenue NE /Z- t> Bellevue, Washington 98004 CALCULATED BY DATE 425-451-4946 CHECKED BY DATE SCALE • ry p"• /.;-/i.v41_, 15,eeilti - Z .i / , ,.. 41X6 ................ s) l'✓ r a 6 ,' A r, , ,/ " J L-4 , .................. ............_ k fit i PRODUCT 204-1(Single Sheds)205-1(Padded)