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Specifications (41) /Ll57-, v/Ls--/D 8-7'1c S It) seAiz.f Voelker Engineering, Inc. 1911 116t Avenue NE, Bellevue, WA 98004 425-451-4946 DR Horton Plan 3726 Heritage Crossing Lot 4 oc` 2 (3 2016 t v F t 7 i t' jai ry'f P� Tigard, Oregon Structural Calculations September 12, 2016 JN 25012.4 Building Code: 2014 OSSC Snow load: 25psf Roof Dead load: 15psf Floor Live load: 40psf Floor Dead load: 10psf Wind: 120mph Exposure B Seismic: Soil class D Spectral Response Coefficients Ss = 1.58, 51 = .55 INDEX PAGES Lateral analysis L1-20 Roof framing R1-3 Upper floor framing UF1-8 Main floor framing MF1 `ti1t i 1'N a ;J, • 0121.(,K1 LEes VO 1?KI't121:S: 61251 17 I Voelker Engineering, Inc. 1911 116t Avenue NE,Bellevue,WA 98004 425-451-4946 Voelker Engineering, Inc. 1911 116t Avenue NE, Bellevue, WA 98004 425-451-4946 DR Horton Plan 3726 Structural Calculations July 24, 2015 JN 25012.4 Building Code: 2014 OSSC Snow load: 25psf Roof Dead load: 15psf Floor Live load: 40psf Floor Dead load: 10psf Wind: 120mph Exposure B Seismic: Soil class D Spectral Response Coefficients Ss = 1.58, S1 = .55 INDEX PAGES Lateral analysis L1-20 Roof framing R1-3 Upper floor framing UF1-8 Main floor framing MF1 7•�'•ii PF?r�r 44, 15 EXPIRES: 6/2:1/6 I Voelker Engineering, Inc. 12/29/15 Job# Simple span beams Sheet Footing at garage door header Allowable bearing 1500 psf Span = 0 ft Load w= 0 plf Load p= 12400 lb 36x36 Square footing Reaction= 12400 lb Allow P= 13500 lb Voelker Engineering, Inc. 11/20/14 Job 25012.4 1911 116th Avenue NE Page L1 Bellevue,WA 98004 DR Horton Plan 3726 Lateral Analysis of Wind forces(ASCE 7-10,2012 IBC) 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 :gh•[(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 '/ • [(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 = 25.00 ft 25012.4 ASCE7-10.xls , Voelker Engineering, Inc. 11/20/14 Job 25012.4 1911 116th Avenue NE Page L2 Bellevue,WA 98004 DR Horton Plan 3726 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)A(2/Alpha)for Z< 15 ft = 0.7 Kzt = Topographic factor obtained from Fig.6-4 = (1 +K1 • K2 • K3)2 Kzt @ h = 1 Kd = Wind directionality factor obtained from Table 6-4 = 0.85 qh = 21.95 (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 External Pressure Coefficient-Load Case A (psf) (psf) (psf) 1 0.55 21.95 0.55 -0.55 -0.01 24.14 2 -0.1 21.95 0.55 -0.55 -14.26 9.89 3 -0.45 21.95 0.55 -0.55 -21.89 2.26 4 -0.39 21.95 0.55 -0.55 -20.65 3.5 1 E 0.73 21.95 0.55 -0.55 3.9 28.05 2E -0.19 21.95 0.55 -0.55 -16.27 7.88 3E -0.59 21.95 0.55 -0.55 -24.92 -0.77 4E -0.54 21.95 0.55 -0.55 -23.82 0.33 p+uses GCpi+ p-uses GCpi- 25012.4 ASCE7-10.xls Voelker Engineering, Inc. 11/20/14 Job 25012.4 1911 116th Avenue NE Page L3 Bellevue,WA 98004 DR Horton Plan 3726 External Pressure Coefficient-Load Case B 1 -0.45 21.95 0.55 -0.55 -21.95 2.2 2 -0.69 21.95 0.55 -0.55 -27.22 -3.07 3 -0.37 21.95 0.55 -0.55 -20.2 3.95 4 -0.45 21.95 0.55 -0.55 -21.95 2.2 5 0.4 21.95 0.55 -0.55 -3.29 20.85 6 -0.29 21.95 0.55 -0.55 -18.44 5.71 1E -0.48 21.95 0.55 -0.55 -22.61 1.54 2E -1.07 21.95 0.55 -0.55 -35.56 -11.42 3E -0.53 21.95 0.55 -0.55 -23.71 0.44 4E -0.48 21.95 0.55 -0.55 -22.61 1.54 5E 0.61 21.95 0.55 -0.55 1.32 25.47 6E -0.43 21.95 0.55 -0.55 -21.51 2.63 Wind Pressure Zones-Sums of positive and negative pressures Transverse Direction Load Horizontal Pressures Case A B C D 1 16.63 3.17 12.38 2.04 Longitudinal Direction Load Horizontal Pressures Case A B C D 1 16.63 3.17 12.38 2.04 25012.4 ASCE7-10.xls , Voelker Engineering, Inc. 11/20/14 1911 116th Avenue NE Job 25012.4 Bellevue,WA 98004 Page L4 DR Horton Plan 3726 Light Wood Frame Construction? Y Mean Roof Height 23 ft Maximum Height 28 ft Building Width 35 ft Building Length 50 ft Roof Plate Ht 18 ft Upper Fl Plate Ht 9 ft End Zone Calculations-Front to Rear Direction .1xWidth 3.5 .4xHeight 9.2 .04xWidth 1.4 3.5 3.0 3.0 3.5 <--- End Zone Length= 3.5 ft End Zone Calculations-Left to right Direction .1 xWidth 5.0 .4xHeight 9.2 .04xWidth 2.0 5.0 3.0 3.0 5.0 <--- End Zone Length= 5.0 ft 25012.4 ASCE7-10.xls Voelker Engineering, Inc. 11/20/14 Job 25012.4 1911 116th Avenue NE Page L5 Bellevue,WA 98004 DR Horton Plan 3726 Wind Analysis FRONT TO REAR DIRECTION Building Width 35 ft Zone 1 Zone 2 Zone 3 Zone 4 Type 1 1 1 1 End Zone y n y y Height Width Height Width Height Width Height Width ft ft ft ft ft ft ft ft 28.0 12 28.0 11.5 28.0 12 28.0 0 18.0 12 18.0 11.5 18.0 12 18.0 0 9.0 12 9.0 11.5 9.0 12 9.0 0 Type 1 =Transverse Type 2= Longitudinal or Gable End Wind Pressures Zone 1 Zone 2 Zone 3 Zone 4 End Zone End Zone End Zone End Zone 2.04 3.17 2.04 0.00 2.04 3.17 2.04 3.17 12.38 16.63 12.38 0.00 12.38 16.63 12.38 16.63 12.38 16.63 12.38 0.00 12.38 16.63 12.38 16.63 Load to roof plate Vw= 2915 lb Load to upper floor plate Vw= 4224 lb Load to main floor plate Vw= 0 lb Total= 7139 lb Minimum Design Wind Loads ASCE 7-10 Total Wind Load= 6304.8 lb OK 25012.4 ASCE7-10.xls • Voelker Engineering, Inc. 11/20/14 Job 25012.4 1911 116th Avenue NE Page L6 Bellevue,WA 98004 DR Horton Plan 3726 Wind Analysis LEFT TO RIGHT DIRECTION Building Width 50 ft Zone A Zone B Zone C Zone D Type 2 2 1 1 End Zone y n y y Height Width Height Width Height Width Height Width ft ft ft ft ft ft ft ft 28.0 11 28.0 20 22.0 9 28.0 0 18.0 22 18.0 20 18.0 9 18.0 0 9.0 22 9.0 20 9.0 9 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 12.38 16.63 12.38 0.00 2.04 3.17 2.04 3.17 12.38 16.63 12.38 0.00 12.38 16.63 12.38 16.63 12.38 16.63 12.38 0.00 12.38 16.63 12.38 16.63 Load to roof plate Vw= 7181 lb Load to upper floor plate Vw= 6067 lb Load to main floor plate Vw= 0 lb Total= 13247 lb Minimum Design Wind Loads ASCE 7-10 Total Wind Load= 9758 lb OK 25012.4 ASCE7-10.xls Voelker Engineering, Inc. 11/20/14 Job 25012.4 1911 116th Avenue NE Page L7 Bellevue,WA 98004 DR Horton Plan 3726 Lateral Analysis of Seismic forces(2012 IBC) Distribution of Building Weight Roof Area Weight Ave. height ft^2 psf ft 1770 12.8 18 Interior walls Wall Wt Wall Ht Wall L psf ft ft 6.5 8 201 Exterior walls Wall Wt Wall Ht Wall L psf ft ft 8 8 170 Upper Floor Area Weight Ave. height ft^2 psf ft 1700 10 9 Interior walls Wall Wt Wall Ht Wall L psf ft ft 6.5 9 100 Exterior walls Wall Wt Wall Ht Wall L psf ft ft 8 9 170 25012.4 ASCE7-10.xls Voelker Engineering, Inc. 11/20/14 Job 25012.4 1911 116th Avenue NE Page L8 Bellevue,WA 98004 DR Horton Plan 3726 Lateral Analysis of Seismic forces(2012 IBC) Soil Class= D le = 1.00 R = 6.50 Structure Height= 23 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 Sd1 = 0.55 Sesimic Design Category= D Structure Fundamental Period= 0.21 Seconds Cs Determination(ASCE 7) Sds/(R/Ie) 0.162 Sd1/(R/le)/T 0.403 Cs= 0.162 Ultimate Vs= 0.116 x Wt Working Stress Distribution of Shear to Stories Level Vs wx % Vs Roof 3867 69602.01 0.645 5238 Upper floor 4251 38263.11 0.355 2880 <--- Main floor 0 0 0.000 0 <--_ Total 8118 107865 8118 lbs Redundancy Check rho max= 1.00 Front/Rear rho max= 1.00 Left/Right 25012.4 ASCE7-10.xls Voelker Engineering, Inc. Job 25012.4 11/20/14 Page L9 1911 116th Avenue NE Bellevue,WA 98004 DR Horton Plan 3726 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 (518" bolts,HF plates,Allow Vw=1.6 x 860=13761b,Vs=1.4 x 860=12041b) Allow Vw(plf) Vs(plf) 344 301 o.c. P6 2x sill plates 48" 452 P4 2x sill plates 32"o.c. 516 9032 P3 2x sill plates 16"o.c. 1032 P2 2x sill plates 16"o.c. 1032 903 Simpson MASAP Standard Installation,Allow Vw llow Vw(plf305lb,VVs 10601b f) 326 265 o.c. P6 2x sill plates 48" P4 2x sill plates 32"o.c. 489 8 39798 P3 2x sill plates 16"o.c. 979 5 P2 2x sill plates 16"o.c. 979 795 25012.4 ASCE7-10.xls Voelker Engineering, Inc. 1911 116th Avenue NE 11/20/14 Job 25012.4 Bellevue,WA 98004 Page L10 DR Horton Plan 3726 Sub-diaphragms-Front/Rear Zone 1 Zone 2 Roofft Zone 3 Zone 4 35 0 ft Upper 35 ft 0 ft 00 ft 0 ft 0 ft Force Distribution to Walls-Front/Rear Roof Plate Level Sum of Walls Grid 1 21 18 Total Grid 2 14 5.5 17 39 Grid 3 36.5 Grid 4 0 Grid 5 0 0 Trib. Vs Vw Wall Sum Grid 1 17.5 2619 Uplift 1457 39 67 plf OK Grid 2 17.5 2619 1457 36.5 72 plf OK Grid 3 0.0 0 0 0 Grid 4 0.0 0 0 0 Grid 5 0.0 0 0 Totals 35 5238 2915 0 Redundancy Check Longest wall with H/L> 1.0 L vs %Vs Grid 1 0 0 0.00 rho 1.00 Grid 2 5.5 395 0.08 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 25012.4 ASCE7-10.xIs • • Voelker Engineering, Inc. 11/20/14 Job 25012.4 1911 116th Avenue NE Page L11 Bellevue,WA 98004 DR Horton Plan 3726 Force Distribution to Walls-Front/Rear Upper Floor Plate Level Sum of Walls Total Grid 1 18 18 Grid 2 20 20 Grid 3 0 Grid 4 0 Grid 5 0 Trib. Vs Vw Wall Sum v Uplift Grid 1 17.5 4059 3569 18 226 plf P6 2030 Grid 2 17.5 4059 3569 20 203 plf P6 1827 Grid 3 0.0 0 0 0 Grid 4 0.0 0 0 0 Grid 5 0.0 0 0 0 Totals 35 8118 7139 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 25012.4 ASCE7-10.xls Voelker Engineering, Inc. 11/20/14 Job 25012.4 1911 116th Avenue NE Page L12 Bellevue,WA 98004 DR Horton Plan 3726 Sub-diaphragms-Left/Right Zone A Zone B Zone C Zone D Roof 26 ft 25 ft 0 ft 0 ft Upper 26 ft 25 ft 0 ft 0 ft Force Distribution to Walls-Left/Right Roof Plate Level Sum of Walls Total Grid A 8 11 3 22 Grid B 8 11 19 Grid C 4.6 4.6 2.8 2.8 14.8 Grid D 0 Grid E 0 Trib. Vs Vw Wall Sum v Uplift Grid A 13.0 1335 1830 22 83 plf OK NDS 4.3 Ok Grid B 25.5 2619 3590 19 189 plf P6 1512 Grid C 12.5 1284 1760 14.8 119 plf P6 951 NDS 4.3 P6 Grid D 0.0 0 0 0 Grid E 0.0 0 0 0 Totals 51 5238 7181 Redundancy Check Longest wall with H/L> 1.0 L vs %Vs rho Grid A 3 182 0.03 1.00 Grid B 0 0 0.00 1.00 Grid C 4.6 399 0.08 1.00 Grid D 0 0 0.00 1.00 Grid E 0 0 0.00 1.00 25012.4 ASCE7-10.xls Voelker Engineering, Inc. 11/20/14 Job 25012.4Page L13 1911 116th Avenue NE Bellevue,WA 98004 DR Horton Plan 3726 Force Distribution to Walls-Left/Right Upper Floor Plate Level Total Sum of Walls 12.79otl Grid A 3.17 3.17 3.5 2.95 Grid 9 9 18 186 Grid C 2.88 2.88 0 Grid D 0 Grid E Uplift Trib. Vs Vw Wall Sum v 2376 Grid A 13.0 2069 3377 12.79 264 plf NDS 4.3 P6 P4 Grid B 25.5 4059 6624 18 368 plf P4 3312 Grid C 12.5 1990 3247 5.76 564 plf NDS 4.3 P3 5073 P2 Grid D 0.0 0 0 0 Grid E 0.0 0 0 0 Totals 51 8118 13247 Redundancy Check Longest wall with H/L> 1.0 L vs %Vs rho Grid A 3.5 566 0.07 1.00 Grid B 0 0 0.00 1.00 Grid C 2.88 995 0.12 1.00 Grid D 0 0 0.00 1.00 Grid E 0 0 0.00 1.00 25012.4 ASCE7-10.xls VOELKER ENGINEERING, INC. J0B 1 O 3'•� L!!1 608 STATE STREET PEET NO. of KIRKLAND,WASHINGTON 98033 CALCULATED eycy DA.c. _49,•)V FAX827-0197 (425 ) 828-3019 arEaCEo DT aim SCALE ar Let ......_._.._.!.. . e ° i ;.....�j.�.. • i i ! ! • tt i • .._�.. _.. _... _ _. ._. ._ iI i-........._.' i........1 1 F i S ..._.............. �.._......i.............:....___i : • j - t � 1 t i1 ........_..............,..._..._... ..._.._I .....,........._.. .. _ifi r......_.._....ii t...............r1t....._._...._......_7;....._........_ .._....tiZr....... ..F................_.5.i.._._._1....i...__1 t ._. ____ i ...f k • • ti ; T" r • 11 1 • 11 1 .... 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SHEET NO. teG, OF 1911 116th Avenue NE Bellevue,Washington 98004 CALCULATED BY DATE 425-451-4946 CHECKED BY DATE SCALE . . „ . . •• . . : • , . . ; • • ; • • . . • . : : • . : i . ! • , Alfr.! ioyxAt.i •,` • 1 I ; • . , • • ; • , , f , . : : ! ; • 1 : ; : f • •4 • 7 ! ! ! • ; • ; .1! / 1 i ! . . . .• • • „ : , . • , • • : • • , • 4 ! • • , 4 • . . • t t 4 . ; tfr ; • , . • .• t't • 4 4 • • - . . . • . .c• : •: .4%. • et 1 ?6 : 1 • i . . . .. . . . .. . . . . • , ; • Pit etS/*Pc . • • • • . . . . • . . • +. 4 I ! I • • ; . • .• • , • : : • t , , . . . • ,,••-•••••• -•; ••, •t 4 : ; tt ; • . . . . . . . . .. . . . . .. . ... • . • . . • , . .. .• ; . . . MICOUCIPA4 ram • _ , • - JOB VOELKER ENGINEERING,INC. Li 7 1911 116th Avenue NE Bellevue, sKEET 14° .4 Washington 98004 CALCULATED BY DATE 425-451-4946 CHECKED BY DATE /d.i t.) -tifie,4, ' etot‘, , , • , ' , , ; , , , , -: , , . 1 t ., ! 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I, (425) 827-0197 CALCULATED BY DATE FAX (425) 828-3019 CHECKED BY DATE SCALE ad",' .1 ... !• 4 . .......,.' . . 67.4#4'.?‘41i./ 4-01/44t .„. ; , ,. ... . ' 5(eep„4 iedfr 1 /4 ..-7 <et) 1 i 1 i 1 1! 1 : . . 6.• FL zi I fs 91 - --, —I . • 1. , : : , ; , • . : ! 4 ; . I 1 -IV i 7 . . re2g. 51 4,-: .• le.... mrz . ir ai. livieti .. . : . . I , , . . . . . , . , . •/•• 1, . lit 1...t. , r i lil i : ... 1 i • 1 i 1 . 1 , C- *...e?....4..r9.. .A,.../..tei4-.. .1 , •,. I .! t1i1)11 1 ,547RiAr ! . ". i ! • f . . ! , • i : 4 i : : . ;. 1 (.4. , /: .8.d K/3/ . . . .. , , t .. . 1' • : .,.. ... 5(. : '• 1$?el) : 4. .:?' e 6 7(0 67' ,. . , , ,•, 0, 1 Alosi .<.... 1 ... .F1 . 0 . ; 1-61°' c• i . St..4.4111''14 . , .. 1 ..... ......... .„... „ I i , : , : -, - , • ; ! ! i . , ... ...... • , , • : • . , • •:, : :, , ., , •.. .._ ..... . ., , : .•• ••••- . , . . . • , . • • . . . • 73-1.0. 2-t)/7• # JOB VOELKER ENGINEERING, INC. L/9 SHEET NO. OF 1911 116th Avenue NE Bellevue, Washington 98004 CALCULATED BY DATE " i ) 's- 425-451-4946 CHECKED BY DATE SCALE ..... Ii4 ejV. 4 d! �J spy, _ rt-G • S C. .. _'!c /0/-.r 1 .ir 0 7o s ... 6 'q'. z • f • r r_.. 'l 1 � f � , • • i d' '4--al'' ( t tis' : , . 7 1 . • qr r .7 .4 _ �, _41... 13 = r3... 4 • HTT5 OK r• im • PRODUCT201.1(We Slbek)20S11Pedhdl • JOB ASV?Z• 7 , VOELKER ENGINEERING, INC. j,2 v SHEET NO. OF 1911 116th Avenue NE Gv •10 • Bellevue, Washington 98004 CALCULATED BY DATE 425-451-4946 CHECKED BY DATE SCALE ! , 41;•f.i X- A : • . : i eeiAermi. : . • . . , : . . , , . . . , , . . : . . : . : . , : : : : . ! , . , , • , , , , , „ . . : , , . , , , , , , . , . , .. : : . : „ . : : • : . . : , , , , . . . , : , , , , : ` . : , , ; , , , . . , ; , lacit !Z.tvf,, ! : : e. 1,7 1: f 4K .. `- �tt� . , i 1 i . : • l425 . : . , , : , , . ,, , . : i : , . . . : . �t l : . , , , : PRODUCT 204-1(Segle5lp0 MI Need) • • • X06 42 5e'D/Z, 2- VOELKER ENGINEERING, INC. 72' t 1911 116th Avenue NE SHEET. OF Bellevue, Washington 98004 CALCULATED BY DATE I- F"7 -/t] 425-451-4946 CHECKED BY DATE SCALE 2u • -�r.,rrs • • • • • • • •3 • 1 :1_ • • _. ... _ ..._ • I �� •`__ • •• aQ • 1 w sreatewrw ..4.0. • d�stt<rtamrrmra IE �: r. .. ... _..... .. ._.._.. • • Y • • • - Id V3' -y; I IN II,UY 41 1/S•.... tt TAIIY" O• ...... ...... .... • O. • µ T imeaug • • : . : : 0 142glx4 ,, , . ! °C)..1 : . . , : ; : • • • lisl • a L. ....... Ell g... II 1 •41-... • • ,,� • .. _4 . • ..d 14 14,11* ,ms* b R I • • ■ c'. 0: • • • • �' /m . .._ IIP,+� __, ..... _. • -27',:i.' _. ...... • ..... .... ....r . • � O!. I .... • PRODUCT ET 2 (SiKle SINN Mg(Padded) . .OB_ 574e 2'0/l. z VOELKER ENGINEERING,INC. SHEET NO. lZ�- of 1911 116th Avenue NE DATE Q• / "AfCJ Bellevue,Washington 98004 CALCULATED BY 425-451-4946 CHECKED BY DATE 7�JJ SCALE 1 . l 7.��L�)S. ' 'zi)eb, )L. i'i 7y', iit - ! 'i! ! i I 1 1 S G • s D s !, ti's l f .1 r�r. rK • �Z c U ............... • ,� � • 1' • ,�_, .) 7 P • r Ge. . t_ w s z� • ,� �j ... L.... .. • / ,r. . s r. r„t• l • • : . Y j • • • i . . . . . • . , .... .. ... .. . ... . . . . � °`' . . , : . •••• .. •• • • . . . . . .. . . . . . . . . . . . . . . . „ . . . . . , , , , 4,..„ g i, t L1 4 10 ti t .4i 1 1 , : . :, , ., . . r . ......... ... . .._.. . >d 13_ :7� '` . • PRODUCT 204-1(Sinpe sheets)206-11M1 . • JOB 2.vol4 2 VOELICERZ ENGINEERING,INC.INC• SHEET NO. OF 1911 116th Avenue NE DATE 47:' 1� ie.)Bellevue,Washington 98004 CALCULATED BY 425-451-4946 CHECKED BY DATE SCALE "--.: ''... 1"" i I i i ''' . E i iiii.-/ : rti.1/"..0.- i 1 , / 44i. .: i 1 1: i . . . . . . . . . . . . , „ , „ „ , , , . , ; i . . e : , ,; i .... ....... d_ Y.....:. .o...f :... c€) AI ray, 1-.a. t .. ...__ 1•r_6. . ._-- .t.. c 3WD lt% •... .... _ _ • r �'7L e ? fit,, ��.. . `l.>T• 1 1`... • D..... •--. L ,Z+ 4, ' t6 D�?'4_t x _ Y.lo..„.0. 7 .p ✓ s PRODUCT 204-I s*SAnR)2054(Podded) JOB /1aU1t• - , VOELKER ENGINEERING, INC. SHEET NO. r 1911 116th Avenue NE r- tc-/U iilz.1.:1:::.,,/ ,ii Bellevue, Washington 98004 CALCULATED BY DATE 425-451-4946 CHECKED BY DATE SCALE tite4 ], /d: : ,, :,' '.' ,,,,,.....': ...,,'. .,:':; ; __ ) 'I 0 IIx' :..__ a � — - - _ r7 4 ° f O C •I11I SAT ROOP7.. .... ..q .. .... ._,.. ..... - G�•r: i ......_. •1 ......::.: p .... ........., k ....... 00.o rtl y.}• 91,05144,�. bi ,u� Oa VW rQ, ... .. ..._.._. _alt9l : �114'' jr> # — N!,A1111 DIC.:d . IILI.I II II ,..., OrGt` 0 0 n EMENIM C..e. • .......... N'. �w i 1- -i- '' 1 J.,.. 1,. i L • i1 1 I 11 : II 1 hI Li , 11 n noun 200(siv,s xto 205-1(Padded) 2;elZZ Le 2 VOELKER ENGINEERING fZ BeamChek v2007 licensed to:Voelker Engineering Reg#8111-1879 Plan 3726 Upper Floor 25012.2 Prepared by:CV Date:9/15/10 Selection 2x12 HF#2@12inoc Lu=0.0Ft Lu©OH=0.0Ft Conditions NDS 2005,Overhang,Repetitive Use Min Bearing Area R1=0.8 in2 R2=4.0 in2 (1.5)DL Defl= 0.29 in. Data Beam Span 18.0 ft Beam Wt per ft 0# Reaction 1 TL 338# Reaction 2 TL 1622# Bm Wt Included 0# Maximum V 1060# Overhang Length 2.0 ft Max Moment 2020'# Max V(Reduced) 1013# Total Beam Length 20.0 ft TL Max Defl L/240 TL Actual Defl L/734 OH TL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) OH TL Defl Actual 31.64 16.88 0.29 0.02 Critical 24.80 10.13 0.90 0.20 Status OK OK OK OK Ratio 78% 60% 33% 9% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 978 150 1.3 405 ,4diustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 T CI Stability 1.0000 Rb=0.00 Le=0.00 Ft CI Stability©OH 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 50 =A (Uniform Ld on Backspan) Point TL Distance Par Unif TL Start End 1 F=960 (OH) 2.0 K=50 (OH) 0 2.0 Uniform Load A I K Pt loads: I=1 0 R1 =338 R2=1622 BACKSPAN=18 FT OH=2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. JOB VOELKER ENGINEERING, INC. SHEET NO. u/ 3 OF 1911 116th Avenue NE P-13'IU Bellevue, Washington 98004 CALCULATED BY DATE 425-451-4946 CHECKED BY DATE SCALE • r . ...... 17. . S ... ..54/011. .... • w .. zy . . ___ Z, A. _ ; 12." M.. .._._ 161 ,e : ! i ! , or-4.110, ! .11-It 170:0! to,' . . . • • • N ._. ! 4r .u3 r ii `s 9 � 3 3 titA- PRODUCT 2011 We Shah)205.1(Wed)ed) ?p01Z. 7 JOB VOELKER ENGINEERING,INC. SHEET NO. �•/,1r/1 OF 1911 116th Avenue NE 1. /5)/c) Bellevue, Washington 98004 CALCULATED BY DATE 425-451-4946 CHECKED BY DATE SCALE 5i4l./ei„ C 41$ ! 1 ! Y•✓ s /d I 4,- IEy; S • kx . ."__.. . .... f✓4 . 7 Jo{ i.. . .... ... :... 41 z g Es t / t , ! 1 i rte, < k : lt . , rIi: .mac >'Q •L 1 t r � . PRODUCT 2044(Slack Sheet)2051( ) VOELKER ENGINEERING ar5" BeamChek v2007 licensed to:Voelker Engineering Reg#8111-1879 Plan 3726 Upper Floor 25012.2 Prepared by:CV Date:9/15/10 Selection 5-1/8x 18 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=19.0 in2R2=10.0 in2 (1.5)DL Defl= 0.58 in Recom Camber=0.87 in Data Beam Span 16.0 ft Beam Wt per ft 22.42# Reaction 1 TL 12374# Reaction 2 TL 6524# Bm Wt Included 359# Maximum V 12374# Max Moment 37994 W Max V(Reduced) 10181# TL Max Defl L/240 TL Actual Defl L/331 Attributes Section(in') Shear(int) TL Dell(in) Actual 276.75 92.25 0.58 Critical 167.41 55.33 0.80 Status OK OK OK Ratio 60% 60% 72% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2723 276 1.8 650 Adjustments Cv Volume 0.987 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft _Loads Uniform TL: 540 =A Point TL Distance Par Unif TL Start End B=6300 4.0 H=900 0 4.0 H Uniform Load A Pt loads: /\ D 2f12. R1 =12374 R2=6524 SPAN=16 FT -CIL Uniform and partial uniform loads are lbs per lineal ft. . . . . • JOB 25.10/t. / VOELKER ENGINEERING, INC. a r b SHEET NO. OF 1911 116th Avenue NE Bellevue,Washington 98004 CALCULATED BY DATE 7'. 70'/C) 425-451-4946 CHECKED BY DATE SCALE . . .• . . , : : I : :• . .•• . : : . ! : : : • ! : . . . i i..; i . : : . . ! .• : . • . . : ! • • : . :• : : ! t.•;, .• . : ! ! i ; F • ..... ,.t : - : . * S i ....._......174r' .iii............ 1 L... 1 Ce.. . C : . , ; • , , . .• , : E .• . ! • • . , . . .•; : i . : ; t• ; 4 : : : 4 . i . . : -- I 41 ,1 , . . . .••• ..• : • , . . . . : . . : ; . i :. ,.• 1 1 t ' . ,. : A . ! . : . .••' . . . • ! i : ? . i • 1 • . i • li • .2. A It. . . . 101. 'ir' .. • , .. ,... r : • i 4-1--.......+. ! .•• ; . . . . • . :• • . . • ! . i •• ,• • : . • • 1 it4 fi? r rat . . .••• .••• : . • . %I r I 4 • : .• : ' ' : • . !. : : „ .•• ..•• , , ? .1 , • „ . : , : .•• . . . , .„; • . , • , , .• . . T .. , • ! ., . • , • , 1,2 i , ; : : .• „ . i 0 it , .•• : : . : . . . • . 1 . • : . 1 ; I . I : ; I . • . . . i . : p ' : ' « 1Z•64 4-#7.1' ; , , ; : ; • : : . .••• , . • , . ; . . : . . . . . • i, : • . 4 ! . . . : $ . . 4 1 : 7 ti.r.0.A.: I.s.1 • . : . . . . . i . i ...• , . . ? -, !. e ! : , 6..E• : , , , .•• • . , . . : „ • , . 1 -, • 32, 1• : . . , .• . 4./.t,... 1' . i 1 • . . , . ! : w ! . • .. . . . , i• : ! . ... i I ! . ; i , ' ! . :• : . . . , .••• „ , . , • . , . • , : : . : • : 4 , i I ! t • ! 4 . 4.1 1 • . : : . ! : , • . . : . : . . : . • . , • . : , ..; . • : . • , , : 4,„r• : . • • .• . . : • • . .- .. 3 ci . , . . , , l• i i i t . „ ] 1, : , . •„ . . • . , , . , i ; 0;.. Ai • : . :•:•: : . . : . . : . . • • . . . . i ., .• ,. , . : 1 4.0 / b ! : . : . .•; i ) • : ! . . , . . . ! : ! . . I : ! . ! .•• ' . . . . . r : 1 i . • . : . • • i . . . : . • . : i ..1 . ! i i ••i . : .•• . . ! . . . . • . . : . . . i . : . , . . . • : , i 1 ..• 4, ; • : . 4 , . • . . . . . t :• : .77 't 4 • ! : E • ! . i 7 : . ! 4 . : ! • . . : : • . . . : . . . . t ; • : . ; . . i i f i i • : ! . : . . . . . . . : • i : . . . . i • t i ! : • . . .•• t . . I • : * : I . . : ! , , ,. .. . ; i • . . . . : . . t . .•, r , 1 : .•' 1 ' T . • ! i ! • , • • i : I . : . .••• . : . . . .• ' . : : : ; : • i . mow 2041 0011S10)26-1 fail. , , 1 g4.14-6,41 ,4J� VOELKER ENGINEERING Cl F 7 ( BeamChek v2007 licensed to:Voelker Engineering Reg#8111-1879 Plan 3726 Upper Floor 25012.2Prepared by:CV Date:9/15/10 Selection 5-118x 22-112 GLB 24F V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=19.9 int R2=14.4 int (1.5)DL Defl= 0.67 in Recom Camber=1.00 in Data Beam Span 19.75 ft Beam Wt per ft28.02# Reaction 1 TL 12962# Reaction 2 TL 9392# Bm Wt Included 553# Maximum V 12962# Max Moment53295'# Max V(Reduced) 11409# TL Max Dell L/240 TL Actual De fl L/355 Attributes Section(in') Shear(in2) TL Defl(in) Actual 432.42 115.31 0.67 Critical 245.2462.01 0.99 Status OK OK OK Ratio 57% 54% 68% Fb(psi) Fv(psi) E(psi x mil) Fc1(psi) ValuesReference Values 2400 240 1.8 650 Adjusted Values 2608 276 1.8 650 Adjustments CvVolume 0.945 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 800 =A Point TL Distance B=6000 4.0 Uniform Load A Pt loads: R1 =12962 R2=9392 j SPAN=19.75 FT T igir Uniform and partial uniform loads are lbs per lineal ft. VOELKER ENGINEERING,INC. Zfilf 6 SHEET NO. OF 1911 116th Avenue NE v i 5'• b Bellevue, Washington 98004 CALCULATED BY DATE • 425-451-4946 CHECKED BY DATE SCALE sr' . ffed444 41 : c : :,... A-,,,, .. „pe. : i .....I... .. ... .1 „. ,. i' ' .3 - ,-• i....- .1. a H.,..1. . ...-1 ° i ; : 1 I : i • , . . ! i- • 44.-?- -a; ..., , I i 1 + 4. . 'I'Sit••••pi .i 1 fI (1! b)iI.e a- a . s n• 1 ! i 1 i , I 1 4 i i : . I i I i• ; t I 4otg 1 flO . : ? i 1 i . i • : : r4,, e ., ir 4 i : .1.--- -..4., ; .4-- I- : ! f• ' . •- r- : 1 i . I :*• : : / 4 .1 1 il •14 f ,s i i . 4 i • t • • i'7.- 1 , . 4 i,71 i I i I : 4- : '"''" .....4 12..' .t.. Xelikt, 1 .4. I i 1 ; . -.....................................4............• .4 4.- ,. 4 ' ' 7. t -t i i i i i ! I i i ! • i I I 1.• ' 4 4 ---+ : 4 ; ; I ; '''' r t 4 I i I I I • t• ..4 1,, I 1.. i 1 il r 1-- '''''. ,. I'' ..t . 4 t I • 1 i... 4,- 01,0. 1;IA 4 • Li e v 7 .4.cod •4, spr-r- i. , i.,4. I i t..... .'...1... ...,.. .. •-• I 1.• n cioi11 i r i , . ...... ,.. 4 .1. • i i i I t i 4 t 4 t t 4 i r,..,...,, ,•••!. I I 1 • I i • ; i I 1 ! i I • i ! -044.. , •i"-,„ ' — ir. 1- i t -1:. .• r .4 ... • „. ! I . fli! t 1 14*9 I i 3 i . . . I • I ' 4 t I i 1- V I • , '. : • t i ? 4. i i i 1 1 1 I i 1 oil i ..4 : i..... ! ..«. .I. .4.... .0 « 1 i i I : ! : t i .4 I' i 3 r 4 • r I I i 4 4 ; 4 , ; 1 I IS_/A.• ' I : i ., ! i i 1 I i 1 i I : i .• 1 I . ! i i r4 . /, , 6 4 J , i 4 ; . 4 -- 2 ! 4 i I I 4' I :• 2 . f 4 I i ! I .• I : ! ; I ; . : . t f ; r . t I 4 1 f I i , , i ., ,. ! 4 « • 1 1 , r . ' : ' .•-1. r ; 4. e. : 4. ..i?i i I i I i! i I . I r ; i i • ! i I i I i .; ;; 4 , i , . I • , ! 4 4 . i 4 i i t i • ! t• ' i f i i i : I i I i I! I i ! I i I • i i i • , ...4.-- .4-- ! 4. 4.. .1.- 4 .I.• 1 1: i i• ! 1 1 ! ! •i i I' 1 : • I 1 .: t : f 1 i ; 4 i. 4- + i I • ! i I • : : : : ! i i i ! 4 : : t i• i !i 1 i i 1 1 I : ; I 4: ! ' • 4 i- 1 ; . 4 ; I I 4 -4 4.. I : 1 ! . i FROMM.tt44 Pirqle Sheat)205.1 Padded) JOB VOELKER ENGINEERING,INC. t/i% ? SHEET NO. OF 1911 116th Avenue NE Bellevue,Washington 98004 CALCULATED BY DATE 7 . 7.°)ID 425-451-4946 CHECKED BY DATE SCALE . . • . ! . . , : , : • • . •- 1 :, . ! .•-' : .• .• . : • . . ... , ' .• ; ,;,. . gedeael---;:4-I 1 I /7.41.441..;,•• . , . 4 4 ., .0..54 : . : • . ] . ''• i. 7 i .1". ; 1A4 •C; . . . . . . ! • . • . ; • t •., . . • . , , . , • 0#1. , . . . . . , . , , .• , , • . , ! . • . , . , .. . • . , • , , - t it; dr_iII 1 . : • 4- 4 • . : . . .• . , : . • , • , . • . • . . . . .• . ; • . : . . . • : . r4e li 6 6 • . : i i .• • , 1 44 4) ! k: 1 i.,•(.4yri; ci .... veil , 6 ; to ,i,c-f. : 1-,. , : , : . , 13 ecr i-iP.. . . . i . • . . . ; I a • 0 ; -I., i .e• , , , ; + . , t4 ci 'It Y-4.1 ti • .; ; : . . ; 4 .• i . : 1 : . . . . : . : • ; - s i 13 i . , .• : . , , 7 II, • . . ; . • . : . •!: ' i : 1 i i i t : t• . : . . .• ! , ". 2..,1.7.7. .'? . ; • . : , , , 4A . . .• ; : . . . 4 • . ! ;.? t rt r 1 . : 1 ! : ! : . . . . • . . . t i ! 1 : 1 : • • , #: : : i ,--ier .• , vs!. , .• . . , , . Irt 'A, • .• .• • ,,,,- ,- . 74 . . , e! f...), .• . t : •: f . i : ; . : 4 i • 4 :, ! • ! . • ; 4 ! 4 : ! i ; .; ••-i• • : . . : . • • i . . ; 4 . • : : I . . .• . , 7 . . . . . ....... . • . I . . • .• . . ; ! t : : 4 • •..4• ;• •• : i I ! i , ; • 1 1 . • ; . . 1 ! 1 4 i T : . i .• ! . i . . , . . . . . : . • 4 ! ! ! . • .• ! . : : 7 t 7 : ••• ! ; 7 ; f I • : : • . . , i t ; : ;• . . t ; t • : : ! -.1 ; : . . . . . : • 14 4- ..TiT i : i ti-• ; : - . : FROOLLT341(70,sib)1614(141114 ^ • Voelker Engineering, Inc. 12/29/15 Job# Simple span beams Sheet Footing at garage door header Allowable bearing 1500 psf Span = 0 ft Load w= 0 plf Load p= 12400 lb 36x36 Square footing Reaction= 12400 lb Allow P= 13500 lb