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1 <br />FRAME LINES: 1 10 <br />E D G B A <br />-COLUMN LINE <br />H H _ _H H H <br />IV IV IV IV IV <br />RIGID FRAME: <br />BASIC COLUMN REACTIONS (k ) <br />Frame Column -----Dead ------ Collateral - <br />-----Live---- <br />--Wind_Lefti- <br />-Wind_Rightl- <br />--Wind-Left2- <br />Line Line <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />I E <br />0.0 <br />1.0 <br />0.1 <br />0.8 <br />0.1 <br />3.4 <br />-3.0 <br />-11.1 <br />3.7 <br />-2.8 <br />-4.0 <br />-q.l <br />1 A <br />0.0 <br />0.7 <br />-0.1 <br />0.8 <br />-0.1 <br />1.8 <br />-3.1 <br />-2.1 <br />3.5 <br />-7.1 <br />-2.1 <br />-0.1 <br />1 D <br />0.0 <br />1.1 <br />0.0 <br />1.6 <br />0.0 <br />3.6 <br />0.0 <br />-8.q <br />0.0 <br />-8.4 <br />0.0 <br />-5.1 <br />1 C <br />0.0 <br />0.9 <br />0.0 <br />1.2 <br />0.0 <br />2.8 <br />0.0 <br />-6.5 <br />0.0 <br />-6.2 <br />0.0 <br />-4.2 <br />1 B <br />0.0 <br />1.2 <br />0.0 <br />1.6 <br />0.0 <br />3.q <br />0.0 <br />-7.9 <br />0.0 <br />-q.8 <br />0.0 <br />-4.8 <br />Frame Column-Wind_Ri ht2- <br />--Wind-Longl- <br />--Wind_Long2- <br />-Seismic-Left <br />Seismic -Right <br />F1PAT_LL-1- <br />Line Line <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />1 E <br />2.8 <br />-0.7 <br />i.cl <br />-4.3 <br />1.4 <br />-3.6 <br />-0.i <br />-0.1 <br />0.1 <br />0.1 <br />0.1 <br />1.8 <br />i A <br />4.5 <br />-5.0 <br />-1.5 <br />45 <br />-l.q <br />-4.4 <br />-0.1 <br />0.1 <br />0.1 <br />-0.1 <br />-0.1 <br />0.2 <br />1 D <br />0.0 <br />-5.2 <br />0.0 <br />-8.3 <br />0.0 <br />-4.2 <br />0.0 <br />0.1 <br />0.0 <br />-0.1 <br />0.0 <br />4.0 <br />1 C <br />0.0 <br />-3.9 <br />0.0 <br />-4.5 <br />0.0 <br />-4.5 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />1.4 <br />1 B <br />0.0 <br />-6.6 <br />0.0 <br />-4.3 <br />0.0 <br />-8.3 <br />0.0 <br />-0.1 <br />0.0 <br />0.1 <br />0.0 <br />-0.3 <br />F Col F1PAT <br />LLB <br />MOAT <br />LL n <br />FiPAT <br />LL_4 <br />MOAT <br />5 <br />Tame un - - - _LL_ - <br />L' L' H ' ^ Vert Hor' r Vert H ' Vert H . Vert <br />_Lon <br />me ine <br />i E <br />oriz <br />0.0 <br />-0.1 <br />iz <br />0.1 <br />0.2 <br />oriz <br />0.1 <br />Lot <br />LA 1. <br />0.1 <br />0.0 <br />1 A <br />0.0 <br />-0.1 <br />-0.1 <br />1.8 <br />-0.1 <br />0.0 <br />-0.1 <br />i.9 <br />1 D <br />0.0 <br />1.5 <br />0.0 <br />-0.3 <br />0.0 <br />2.1 <br />0.0 <br />1.6 <br />1 C <br />0.0 <br />3.6 <br />0.0 <br />L4 <br />0.0 <br />1.4 <br />0.0 <br />1.4 <br />i B <br />0.0 <br />1.5 <br />0.0 <br />4.0 <br />0.0 <br />1.6 <br />0.0 <br />2.2 <br />Frame Column ----- Dead ------Collateral- <br />-----Live------Wind_Leftl- <br />-Wind_Rightl- <br />--Wind-Left2- <br />Line Line <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz Vert <br />Horiz Vert <br />2 E <br />2.4 <br />4.0 <br />4.2 <br />5.6 <br />10.0 <br />14.8 <br />-20.8 <br />-30.2 <br />-11.9 -20.8 <br />-14.5 -18.1 <br />2 A <br />-2.4 <br />3.8 <br />-4.2 <br />5.6 <br />-10.0 <br />13.4 <br />12.0 <br />-20.1 <br />21.5 -27.5 <br />5.7 -8.0 <br />Frame Column -Wind <br />Ri ht2- <br />--Wind1- <br />--Wind <br />Lon 2- -Seismic Left <br />Seismic Ri ht <br />FRAME LINES: 2 3 4 5 6 18 q <br />E A <br />COLUMN LINE <br />H H <br />IV IV <br />ENDWALL <br />COLUMN: <br />MAXIMUM REACTIONS, ANCHOR BOLTS, ! BASE PLATES <br />Column_Reactions(k ) <br />Frm <br />Col <br />Load <br />Hmax V Load Hmin <br />V Bolt(in) Base-Plate(in) Elev. <br />Line <br />Line Id <br />H Vmax Id H <br />Vmin Qty Dia Width Length Thick (in) <br />I <br />D <br />$ 17 <br />4.6 -9.2 18 -3.8 <br />-5.6 <br />1 <br />-0.2 11.0 17 4.6 <br />-q.2 <br />I <br />C <br />* iq <br />3.8 -3.2 20 -3.5 <br />-3.0 <br />1 <br />0.0 6.0 lq 3.8 <br />-3.2 <br />1 <br />B <br />$ lq <br />4.0 -6.q 20 -3.6 <br />-6.9 <br />1 <br />0.0 9.5 iq 4.0 <br />-6.9 <br />10 <br />B <br />$ 17 <br />4.0 -5.7 21 -3.7 <br />-5.7 <br />1 <br />0.0 8.1 17 4.0 <br />-5.7 <br />10 <br />C <br />* iq <br />3.q -2.6 20 -3.5 <br />-2.5 <br />i <br />0.0 5.1 lq 3.q <br />-2.6 <br />10 <br />D <br />$ iq <br />4.0 -5.7 20 -3.7 <br />-5.7 <br />1 <br />0.0 8.1 iq 4.0 <br />-5.7 <br />$See Rigid Frame interior Column Reactions <br />BUILDING <br />BRACING <br />REACTIONS <br />t Reactions(k ) <br />Panel -Shear <br />Wail - <br />Cot <br />Wind - -Seismic - (lb/ft) <br />Loc Line <br />Line Horz <br />Vert Horn <br />Vert Wind Seis <br />Note <br />L_EW i <br />(h) <br />F_SW A <br />3,4 5.5 <br />4.1 0.5 <br />0.4 <br />R_EW 10 <br />718 5.5 <br />4.0 0.5 <br />0.3 <br />(h) <br />BMW E <br />817 5.6 <br />4.0 0.5 <br />0.3 <br />6,5 5.6 <br />4.0 0.5 <br />0.3 <br />(h )Rigid frame at endwall <br />Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vergt I 1 <br />2 <br />E <br />-5.6 <br />-8.7 <br />-12.6 <br />-26.4 <br />-13.5 <br />-21.3 <br />-0.1 <br />0.0 <br />0.1 <br />0.0 <br />2 <br />A <br />15.2 <br />-15.4 <br />13.5 <br />-21.3 <br />12.6 <br />-26.4 <br />-0.1 <br />0.0 <br />0.1 <br />0.0 <br />Frame Column ----- <br />Dead ------ <br />Collateral - <br />-----Live---- <br />--Wind_.Leftl- <br />-Wind- <br />--wind_Left2- <br />Line <br />Line <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />3s <br />E <br />2.5 <br />3.8 <br />4.4 <br />5.6 <br />10.6 <br />13.5 <br />-22.3 <br />-27.5 <br />-12.q <br />-20.1 <br />-15.6 <br />-15.4 <br />3$ <br />A <br />-2.5 <br />3.8 <br />-4.4 <br />5.6 <br />-10.6 <br />13.5 <br />12.9 <br />-20.1 <br />22.3 <br />-27.5 <br />6.2 <br />-8.0 <br />Frame Column-Wind_Right2- <br />--Wind_Longl- <br />--Wind_Long2- <br />-Seismic-Left <br />Seismic -Right <br />-Seismic-Long <br />Line <br />Line <br />Horiz <br />Vert <br />Horiz - <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Worm <br />Vert_ <br />3$ <br />E <br />-6.2 <br />-8.0 <br />-13.3 <br />-30.4 <br />-14.2 <br />-25.4 <br />-0.1 <br />0.0 <br />0.1 <br />0.0 <br />0.0 <br />-0.3 <br />3s <br />A <br />15.6 <br />-15.4 <br />14.2 <br />-25.4 <br />13.3 <br />-30.5 <br />-0.1 <br />0.0 <br />0.1 <br />0.0 <br />0.0 <br />'-0.4 <br />Frame Column ----- Dead ------ Collateral - -----Live---- --Wind-Lefti--Wind_Rightl- --Wind Left2- <br />Line <br />10 <br />10 <br />Line <br />E <br />A <br />Horiz <br />0.1 <br />-0.1 <br />Vert <br />0.6 <br />0.6 <br />Horiz <br />0.1 <br />-0.1 <br />Vert <br />0.7 <br />0.7 <br />Horiz <br />0.2 <br />-0.2 <br />Vert <br />1.6 <br />1.6 <br />Horiz <br />-3.2 <br />-2.6 <br />Vert <br />-1.7 <br />-1.7 <br />Horiz <br />2.2 <br />3.2 <br />Vert <br />-6. <br />-6.2 <br />Horiz <br />-1.$ <br />-1.8 <br />Vert <br />-0.5 <br />0.0 <br />RIGID FRAME: MAXIMUM REACTIONS ANCHOR BOLTS 4 BASE PLATES <br />i r <br />10 <br />D <br />0.0 <br />1.0 <br />0.0 <br />1.2 <br />0.0 <br />3.0 <br />0.0 <br />-7.8 <br />0.0 <br />-6.6 <br />0.0 <br />-5.2 <br />Column_Reactions(k ) <br />10 <br />10 <br />C <br />B <br />0.0 <br />0.0 <br />0.8 <br />0,0 <br />0.0 <br />O.q <br />1.2 <br />0.0 <br />0.0 <br />2.3 <br />3.3 <br />0.0 <br />0.0 <br />-5.2 <br />-5.2 <br />0.0 <br />0.0 <br />-5.2 <br />-5.2 <br />0.0 <br />0.0 <br />-3.4 <br />-.1 <br />F'rm <br />Cot <br />Load <br />Hmax V Load <br />Hmin <br />V <br />Bolt(in) <br />Base-Plate(in) <br />Elev. <br />Line <br />Line <br />Id <br />H Vmax Id <br />N <br />Vmin <br />Qty Dia <br />Width <br />Length <br />Thick <br />(in) <br />Frame Column-Wind_Right2- <br />--Wind_Longl- <br />--Wind_Long2- <br />-5ei5mic_Left <br />Seismic -Right <br />F4PAT.1L_i- <br />- <br />- <br />Line <br />Line <br />Horiz <br />Vern <br />Horiz <br />Vert <br />Horiz <br />Vert <br />Hortz <br />Vert <br />Horiz <br />Vert <br />Horiz <br />Vert <br />10 <br />E <br />3 <br />1.6 -0.4 6 <br />-2.4 <br />-2.3 <br />4 0.750 <br />8.000 <br />10.00 <br />0.375 <br />0.0 <br />10 <br />E <br />1.8 <br />0.0 <br />1.5 <br />-3.5 <br />1.2 <br />-2.q <br />-0.1 <br />-0.1 <br />0.1 <br />0.1 <br />0.1 <br />1.4 <br />1 <br />0.4 2.q 4 <br />-i.q <br />-3.3 <br />10 <br />A <br />4.0 <br />-4.5 <br />42 <br />-2.9 <br />-1.5 <br />-3.5 <br />-0.1 <br />0.1 <br />0.1 <br />-0.1 <br />-0.1 <br />0.1 <br />10 <br />A <br />7 <br />2.4 -2.3 2 <br />-1.6 <br />-0.4 <br />4 0.750 <br />8.000 <br />10.00 <br />0.375 <br />0.0 <br />10 <br />D <br />0.0 <br />-4.1 <br />0.0 <br />-6.7 <br />0.0 <br />-3.4 <br />0.0 <br />0.1 <br />0.0 <br />-0.1 <br />0.0 <br />3.3 <br />1 <br />-0.4 2.9 5 <br />1.9 <br />-3.3 <br />10 <br />C <br />0.0 <br />-3.4 <br />0.0 <br />-3.7 <br />0.0 <br />-3.7 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />1.1 <br />a 10 <br />B <br />0.0 <br />-5.2 <br />0.0 <br />-3.4 <br />0.0 <br />-6.7 <br />0.0 <br />-0.1 <br />0.0 <br />0.1 <br />0.0 <br />-0.3 <br />10 <br />D <br />4 <br />0.0 -4.1 4 <br />_ _ _ _ <br />0.0 <br />-4.1 <br />4 0.750 <br />8.000 <br />10.00 <br />0.375 <br />0.0 <br />I <br />40 -a <br />.4_ ' <br />d a <br />6. <br />A/AB2 SECTION CONCRETE EDGE <br />(EXCEPT AT OR DOOR FRAMED OPENINGS) <br />Dia=° A -bolts 8' JAMBS <br />4' 4' <br />� STEEL <br />LINE <br />ON DOOR WIDTH 2' <br />(2) 12'-0' x 14 REQUIRED <br />4u <br />2 1/2' PROJ� 8'-0' AFF <br />B/AB2 F.O. FOR OVERHEAD DOOR ANCHOR DETAIL <br />(ON CMU) <br />For Customer Service issues, <br />please contact one of the following <br />TODD FISCHER <br />JEFF RIPPEE <br />BILL BROOKS <br />'HISTORY <br />o <br />©moo® <br />MEND® <br />MEN®® <br />! <br />BEN■® <br />PERMIT <br />PPRVL <br />• <br />ENG BY: <br />SLB <br />CAD BY: <br />DAH <br />DET BY: <br />DAH <br />CKD BY: <br />ALL <br />ENGINEERING SEAL ACI BUILDING SYSTEMS, LLC BLD'G SIZE: <br />10125 HWY. 6 WEST <br />BATESVILLE MS.38606 90'x220'x20'EH <br />This certification covers parts 4�5 cZs9ss h <br />fabricated and delivered by the. t <br /><_/_ 70B NUMBER <br />- <br />manufacturer only and excludes B % - S 3 5 4- <br />parts such as doors, windows; rt1 L L 01 {: <br />9 <br />foundation design and erection of .�,. <br />the building. Sealed drawings do; ` <br />'7 <br />not constitute an agreement that then <br />signed engineer is acting as the <br />engineer of record for the overall <br />project. <br />PROFESSIONAL ENGINEER <br />DWG NUMBER: PLOT <br />D <br />AB2 <br />0 <br />M■ <br />1 <br />