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FRAME LINES: 2 3 4 5 <br />D A <br />COLUMN LINE <br />N <br />IV IV <br />RIGID <br />FRAME: <br />MAXIMUM REACTIONS, ANCHOR BOLTS, <br />t BASE PLATES <br />Column_Reactions(k ) <br />Frm <br />Col Load <br />Hmax V Load Hmin <br />V <br />Bolt(in) <br />Base-Plate(in) <br />Elev. <br />Line <br />Line Id <br />H Vmax Id H <br />Vmin <br />Qty Dia <br />Width Length Thick <br />(in) <br />2$ <br />D 1 <br />8.2 13.0 2 -8.1 <br />-10.4 <br />4 0.750 <br />8.000 10.50 0.375 <br />0.0 <br />4 -4.3 <br />-11.7 <br />2s <br />A 3 <br />6.0 -6.6 1 -8.2 <br />13.1 <br />4 0.750 <br />8.000 10.75 0.375 <br />0.0 <br />1 <br />-8.2 13.1 4 4.5 <br />-12.3 <br />2$ <br />Frame lines: <br />2 3 4 5 <br />RIGID FRAME: <br />BASIC COLUMN REACTIONS (k ) <br />FrameColumn ----- Dead ----Collateral- ----- Live- --Wind_Leftl--Wind_Rightl---Wind_Left2- <br />Line Line Horiz <br />Vert Horiz Vert Horiz Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />2$ D 1.2 <br />2.2 1.4 2.2 5.5 8.6 <br />-14.8 <br />-19.5 <br />-2.3 <br />-10.4 <br />-11.8 <br />-11.8 <br />2$ A -1.2 <br />2.3 -1.4 2.2 -5.5 8.7 <br />7.9 <br />-17.9 <br />11.3 <br />-13.3 <br />4.8 <br />-10.1 <br />FrameCol umn-Wind_Right2--Wind_Longl--Wind_Long2-Seismic-LeftSeismic_Right-Seismic_Long <br />Line Line Horiz <br />Vert Horiz Vert Horiz Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />2$ D 0.8 <br />-2.7 -8.4 -21.7 -4.3 -15.0 <br />-0.1 <br />-0.1 <br />0.1 <br />0.1 <br />0.0 <br />-0.4 <br />2$ A 8.3 <br />-5.5 8.8 -22.8 4.2 -15.7 <br />-0.1 <br />0.1 <br />0.1 <br />-0.1 <br />0.0 <br />-0.5 <br />2$ Frame lines: <br />2 3 4 5 <br />ENDNALL COLUMN: <br />MAXIMUM REACTIONS, ANCHOR BOLTS, <br />4 BASE PLATES <br />Column_Reactions(k <br />) <br />Frm <br />Col <br />Load <br />Hmax <br />V <br />Load <br />Hmin <br />V <br />Bolt(in) <br />Base-Plate(in) <br />Elev. <br />Line <br />Line <br />Id <br />H <br />Vmax <br />Id <br />H <br />Vmin <br />Qty <br />Dia <br />Width <br />Length <br />Thick <br />(in) <br />I <br />D <br />5 <br />1.3 <br />-1.8 <br />6 <br />-1.1 <br />-1.8 <br />4 <br />0.625 <br />8.000 <br />8.000 <br />0.375 <br />0.0 <br />7 <br />0.0 <br />2.9 <br />5 <br />1.3 <br />-1.8 <br />1 <br />C <br />8 <br />2.5 <br />-5.8 <br />6 <br />-2.3 <br />-4.4 <br />4 <br />0.625 <br />8.000 <br />8.000 <br />0.375 <br />0.0 <br />q <br />0.0 <br />7.2 <br />8 <br />2.5 <br />-5.8 <br />1 <br />B <br />5 <br />2.7 <br />-5.4 <br />6 <br />-2.4 <br />-5.4 <br />4 <br />0.625 <br />8.000 <br />8.000 <br />0.375 <br />0.0 <br />10 <br />0.0 <br />7.2 <br />5 <br />2.7 <br />-5.4 <br />1 <br />A <br />5 <br />1.5 <br />-1.8 <br />6 <br />-1.3 <br />-1.8 <br />4 <br />0.625 <br />8.000 <br />8.000 <br />0.375 <br />0.0 <br />7 <br />0.0 <br />3.0 <br />5 <br />1.5 <br />-1.8 <br />6 <br />A <br />5 <br />1.5 <br />-1.8 <br />6 <br />-1.3 <br />-1.8 <br />4 <br />0.625 <br />8.000 <br />8.000 <br />0.375 <br />0.0 <br />11 <br />0.0 <br />3.0 <br />5 <br />1.5 <br />-1.8 <br />6 <br />B <br />5 <br />2.7 <br />-5.4 <br />6 <br />-2.4 <br />-5.4 <br />4 <br />0.625 <br />8.000 <br />8.000 <br />0.375 <br />0.0 <br />12 <br />0.0 <br />7.2 <br />5 <br />2.7 <br />-5.4 <br />6 <br />C <br />13 <br />2.5 <br />-5.8 <br />6 <br />-2.3 <br />-4.4 <br />4 <br />0.625 <br />8.000 <br />8.000 <br />0.375 <br />0.0 <br />14 <br />0.0 <br />7.2 <br />13 <br />2.5 <br />-5.8 <br />6 <br />D <br />5 <br />1.3 <br />-1.8 <br />6 <br />-1.1 <br />-1.8 <br />4 <br />0.625 <br />8.000 <br />8.000 <br />0.375 <br />0.0 <br />II <br />0.0 <br />2.q <br />5 <br />1.3 <br />-1.8 <br />BUILDING <br />BRACING <br />REACTIONS <br />t Reactions(k) <br />Panel -Shear <br />Wall <br />- Col <br />Wind - <br />-Seismic - (lb/ft) <br />Loc Line <br />Line <br />Horz <br />Vert <br />Horz <br />Vert Wind Sens Note <br />L_EW I <br />C, B <br />3.5 <br />2.7 <br />0.2 <br />0.1 <br />F_SW A <br />4,5 <br />2A <br />4.0 <br />0.3 <br />0.5 (b) <br />R_EW 6 <br />B,C <br />3.5 <br />2.7 <br />0.2 <br />0.1 <br />B-SW D <br />413 <br />5.5 <br />3.1 <br />0.7 <br />0.4 <br />(b)Wind bent in bay, base above finish floor <br />a <br />a <br />O -VL 1vo -V V _V <br />6' <br />COMPONENTS AND CWDING a'rd <br />Manber <br />Panel <br />O Id <br />Pr ew ne suction <br />Rvw ne suction <br />I <br />q.600 <br />-19.344 <br />9.600 <br />-21.138 <br />2 <br />q.600 <br />-22.824 <br />9.600 <br />-35.514 <br />3 <br />9.600 <br />-22.824 <br />9.600 <br />-53.475 <br />4 <br />15.660 <br />-17.280 <br />15.660 <br />-20.940 <br />5 <br />15.660 <br />-18.4g2 <br />15.660 <br />-25.758 <br />T-61/4' <br />0 <br />Q <br />Q <br />7'-61/4' <br />® <br />o <br />® <br />1 <br />_� <br />1-6 1/4' <br />Q <br />2O <br />Q3 <br />7'-6 1/4' <br />WIND PRE55URE ZONES <br />(Wind Pressures, Factored (psf)) <br />NOTES FOR REACTIONS <br />1. All loading conditions are examined and only maximum/minimum <br />H or V and the corresponding H or V are reported. <br />2. Positive reactions are as shown in the sketch. Foundation loads <br />are in opposite directions. <br />3. Bracing reactions are in the plane of the brace with the H pointing <br />away from the braced bay. The vertical reaction is downward. <br />4. Reaction values shown are unfactored. <br />5. Loading conditions are: <br />I Dead+Collateral +Live <br />2 0.6Dead+0.6Wind_Leftl <br />3 0.6Dead+0.6Wind_Rightl <br />4 0.6Dead+0.6Wind_Long1L <br />5 0.6Dead+0.6Wind_Suction+0.6Wind_LonglL <br />6 0.6Dead+0.6Wind_Pressure+0.6Wind_LonglL <br />7 Dead+Collateral +EIPAT_LL3 <br />8 0.6De4d+0.6Wind_Leftl+0.6Wind_Suction <br />q Dead+Collateral+EIPAT_LL_1 <br />10 Dead+Collateral+EIPAT_LL 2 <br />II Dead+Collateral +E2PAT_LL3 <br />12 Dead+Collateral +E2PAT_LL_1 <br />13 0.6Dead+0.6Wind_Rightl+0.6Wind_Suction <br />14 Dead+Collateral+E2PAT_LL_2 <br />ENGINEERING SEAL <br />This certification covers parts <br />fabricated and delivered by the <br />manufacturer only and excludes <br />parts such as doors, windows, <br />foundation design, and erection of <br />the building. Sealed drawings do <br />not constitute an agreement that <br />the signed engineer is acting as <br />the engineer of record for the <br />overall project. <br />O <br />� o <br />A <br />Building reactions are based on the following building data: <br />Width (Ft) . <br />60 <br />Snow Load (psf) - <br />0.0 <br />Length (ft) - <br />120 <br />Wind Speed (mph) - <br />140 <br />Eave Height (ft) - <br />15.5 <br />Wind Code - <br />IBC 15 <br />Roof Slope = <br />0.5:12 <br />Exposure = <br />B <br />Dead Load (psf) - <br />2.000 <br />Closed/Open = <br />Closed <br />Collateral Load (psf) - <br />3 <br />Importance - Wind - <br />1.00 <br />Roof Live Load (psf) - <br />20.00 <br />Importance - Seismic - <br />1.00 <br />Frame Live Load (psf) - <br />12 <br />Seismic Coeff (An) - <br />0.109 <br />BUELDING "A" <br />KUM SHWD <br />459 WOODLAND RD <br />BATBSVEULE, MS. 38606 <br />PBO 480 4 <br />P S/./ <br />�.•�\G•E•NS•.. This item has been elechonicallN <br />NO 48014 signcd and sealed hN Keith P Shedd - <br />No using a DisMal Siunatme and <br />* * date Printed cohies uC this document <br />* are not considcrcd smncil :uul scaled <br />and the ignaturc nwst he verified on <br />-33 STATE OF 44/� <br />O ••. <U . am ciccUuu,c ccgilcs <br />S`S/� N A 1- E �;6-18-20 <br />000©o©©ate <br />r• <br />■■■■■■■■ <br />• <br />- - <br />.... <br />' <br />■■■■■■■0 <br />■■■■■■■■ <br />■■■■■■■■ <br />11111111 <br />• <br />■0■■■■■■� <br />■■■■■■■■� <br />U <br />U <br />c1� <br />CUSTOMER <br />PROJECT <br />O <br />M� <br />W <br />all <br />con <br />1 � <br />Q <br />W W <br />r <br />E~ <br />w <br />1 cv <br />1 <br />co <br />I�� <br />Cti <br />M�1 <br />1� <br />M <br />ENG BY: <br />MNF <br />CAD <br />BY: <br />JDE <br />DET <br />BY: <br />JDE <br />CKD <br />BY: <br />s s <br />JOB NUMBER : <br />820-1231-01 <br />DWG NUMBER : P <br />C <br />AE33 of 3 <br />