2300 MERRILL CREEK PKY GIDDENS INDUSTRIES 2018-02-07

FRAME LINES: 1 2 3 4 BUILDING BRACING REACTIONS WIND BENT REACTIONS O O • room LINE ± Reoctions(k ) Panel_Sheor -Wall - Col -Wind - -Seismic - (Ib/tt) Loc Line Line Horz Vert Harz Vert Wind Seis Note L_EW 1 ihoF_SW 8 2,3i _ y R_EW 4 H H B_SW A 2,3 ` Wind bent in bay f V f V h Rigid frame at endwoll ± Reactions -Wall - Col Wind(k ) Seismic(k ) NOTES FOR REACTIONS Lac Line Line Horz Vert Horz Vert F_SW 6 2 0.5 0.8 0.8 1.3 Building reactions ore based on F_SW B 3 0.5 0.8 0.8 1.3 the following building data: 8_SW A 3 0.5 0.8 0.8 1.2 H H Width (ft) = 11.0 B_SW A 2 0.5 0.8 0.8 1.2 Length ft -yf V ~f Eave Height (ft) = 17.0/17.9 ANCHOR BOLT SUMMARY I Roof Slope rise/12 ) = 1.0 Dead Load(psf ) = 3.0 Collateral Load ( sf ) = 1.0 Dia RIGID FRAME: MAXIMUM REACTIONS. ANCHOR BOLTS, & BASE PLATES Live Load (psf Snow Load ( sf = 20.0 = 30.2 Oty Locate (n) Type Column_Reactians(k ) Wind Speed(P )mph ) = 110.0 O 32 Frame 3/4" A36 Frm Col Load Hmax V Load Hmin V Bolt(in) Base_Plote(in) Grout ExpWindCade = IBC 12 0 16 WindCol 3/4" A36 Line Line Id H Vmax Id H Vmin Oty Dia Width Length Thick (in) Exposure = C Closed/Open = P 1' A 2 1.9 2.4 6 -1.9 -2.5 4 0.750 6.000 8.750 0.375 0.0 Importance Wind = 1.00 4 0.7 4.6 5 -0.9 -3.4 Importance Seismic = 1.00 Seismic Zone = D 1' B 8 2.0 -2.5 1 -1.7 1.5 4 0.750 6.000 8.750 0.375 0.0 Seismic Coeff(Fa•Ss) = 1.45 3 -0.5 5.1 7 0.9 -3.4 1' Frame lines: 1 4 ID Description RIGID FRAME: MAXIMUM REACTIONS, ANCHOR BOLTS, &BASE PLATES 1 Dead+0.6Wmd_Leftl 2 Dead+0.6Wind Right1 Column_Reoctions(k ) 3 Dead+Collateral+0.75Snow+0.45Wind_Left2+0.75Snow_Drift Frm Cal Load Hmax V Load Hmin V Bolt(in) Base_Plate(in) Grout 4 Dead+Collaterol+0.75Snow+0.45Wind_Right2+0.75Snow_Drift Line Line Id H Vmax Id H Vmur- Oty Dia Width Length Thick (in) 5 0.6Dead+0.6Wind_Leftl 6 0.60ead+0.6Wind_Left2 2' A 2 2.8 2.7 6 -3.0 -3.0 4 0.750 6.000 9.000 0.375 0.0 7 O.6Dead+0.6Wnd_Rightl 4 0.6 6.6 5 -0.8 -4.7 8 0,6Dead+0.6Wind_Right2 2' 8 8 2.8 -2.9 1 -2.6 1.8 4 0.750 6.000 8.750 0.375 0.0 3 -0.4 6.9 7 0.8 -4.6 , 2• Frame lines: 2 3 RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column pend-----Collateral- Live Snow-----Snow_Dritt- --Wind_Left1- Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert I• A 0.0 0.4 0.0 0.1 0.0 1.2 0.0 1.7 0.0 0.9 -1.5 -6.1 I• 8 0.0 0.5 0.0 0.1 0.0 1.2 0.0 1.8 0.0 2.3 -2.8 1.7 Frame Column -Wind Rightl- --Wind_Left2- -Wind_Right2- --Wmd_Longl- --WmdJ_ang2- -Seismic_Left Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert I' A 3.1 3.2 -3.3 -4.6 1.3 4.7 1.7 -1.8 1.7 -1.8 -0.4 -1.4 1• B 1.5 -6.2 -1.0 3.2 3.3 -4.7 -1.6 -2.1 -1.6 -2.1 -0.4 1.4 Frame Column Seismic_Right -MIN_SNOW-- Line Line Horiz Vert Horiz Vert 1' A 0.4 1.4 0.0 1.1 1' B 0.4 -1.4 0.0 1.2 Frame Column Dead-----Collateral- Live Snow-----Snow_Drift- --WindJ.eftl- Line Line Hariz Vert Hariz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2' A 0.0 0.6 0.0 0.1 0.0 2.2 0.1 3.3 0.0 0.7 -1.4 -8.5 O YM 2' 8 0.0 0.6 0.0 0.1 0.0 2.3 -0.1 3.4 0.0 1.8 -4.3 2.1 �o� of waso?o Frame Column -Wind_Rightl- --Windleft2- -Wnd_Right2- --Windt angl- --Wmdlong2- -Seismic_Left Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2' A 4.6 3.5 -5.0 -5.5 1.2 6.3 3.1 -3.0 3.1 -3.0 -0.7 -2.4 Sit' '--; �Y 2• B 1.3 -8.2 -0.7 4.8 4.6 -5.4 -3.0 -3.4 -3.0 -3.4 -0.6 2.4 ; Frame Column Seismic Right -MIN_SNOW-- /� .i Line Line Horiz Vert Horiz Vert 1 ; 2' A 0.7 4 0.0 2.2 I �O� 33645 2' B 0.6 -2.4 0.0 2.3 ��F�4b/Jg�,w 1' Frame lines: 1 4 S`�I�IALG 2' Frame lines: 2 3 EXPIRES 7 7 / 7 iop0C9 t Cam TEFL f NO.f REVISIdNS MADE CE'D DATE ENGR 1 DATE NO. REVISIONS _ j 11 � (]{� Gglg tl MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE; NONE DATE CUSTOMER :NORTHLAND CONTRACTORS L��S VI I FOR CONSTRUCTION DRAWNBY: MBS8/30/16FORAPPROVA I !-1 FOR PRELIMINARY CHECKED BY:I Daw 8/30/16 (JOHN C) _. ( I I I I DESIGN APPD BY: JOB 8/30/16 LOCATION : EVERETT WA DRAWING. REv.NO. CAD ar:� NUMBER' W1608082A AB-3 0