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FRAME LINES: 1 2 3 4 5 6 7 8 9 <br />MN LINE <br />RIGID FRAME: ANCHOR <br />BOLTS & <br />BASE <br />PLATES <br />Frm <br />Col <br />Anc.-Bolt <br />Base <br />-Plate (in) <br />Grout <br />Line <br />Line <br />Qty Dia <br />Width <br />Length <br />Thick <br />(in) <br />1 <br />E <br />4 1.000 <br />10.00 <br />10.50 <br />1.000 <br />0.0 <br />1 <br />A <br />4 1.000 <br />10.00 <br />10.50 <br />1.000 <br />0.0 <br />RIGID FRAME: ANCHOR. <br />BOLTS & <br />BASE <br />PLATES <br />Frm <br />Col <br />Anc.-Bolt <br />Base <br />-Plate (in) <br />Grout <br />Line <br />Line <br />Qty Dia <br />Width <br />Length <br />Thick <br />(in) <br />2 <br />E <br />4 1.000 <br />10.00 <br />10.00 <br />1.000 <br />0.0 <br />2 <br />A <br />4 1.000 <br />10.00 <br />10.00 <br />1.000 <br />0.0 <br />RIGID FRAME: ANCHOR <br />BOLTS & <br />BASE <br />PLATES <br />Frm <br />Co! <br />Anc.-Bolt <br />Base <br />-Plate (in) <br />Grout <br />Line <br />Line <br />Qty Dia <br />Width <br />Length <br />Thick <br />(in) <br />3 <br />E <br />4 1.000 <br />10.00 <br />10.00 <br />1.000 <br />0.0 <br />3 <br />A <br />4 1.000 <br />10.00 <br />10.00 <br />1.000 <br />0.0 <br />RIGID <br />FRAME: <br />BASIC COLUMN REACTIONS <br />(k } <br />Frame <br />Column <br />--Dead------Collateral- <br />-----Live------Wind-Left1- <br />-Wind,Rightl <br />- <br />-- ind-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 />1 <br />E <br />0.6 <br />1.8 <br />0.2 <br />0.5 <br />2.9 <br />8.7 <br />-5.2 <br />-9.9 <br />-4.3 <br />-15.4 <br />--4�4 <br />---14.7 <br />1 <br />A <br />---0.6 <br />1.8 <br />-0.2 <br />0.5 <br />-2.9 <br />8.7 <br />4.3 <br />---15.4 <br />5.2 <br />-9.9 <br />5.0 <br />-10.7 <br />2 <br />E <br />0.6 <br />1.8 <br />0.2 <br />0.5 <br />2.6 <br />8.0 <br />-5.1 <br />-9.9 <br />-4.2 <br />-15.5 <br />-4.3 <br />-14.7 <br />2 <br />A <br />-0.6 <br />1.8 <br />-0.2 <br />0.5 <br />-2.6 <br />8.0 <br />4.2 <br />-15.5 <br />5.1 <br />-9.9 <br />5.0 <br />-10.7 <br />3 <br />E <br />0.6 <br />1.8 <br />0.2 <br />0.5 <br />2.6 <br />8.0 <br />-5.0 <br />-9.9 <br />-4.2 <br />-15.4 <br />-4.3 <br />-14.7 <br />3 <br />A <br />---0.6 <br />1.8 <br />--0.2 <br />0.5 <br />-2.6 <br />8.0 <br />4.2 <br />-15.4 <br />5.0 <br />-9.9 <br />4.9 <br />-10.7 <br />4 <br />E <br />0.6 <br />1.8 <br />0.2 <br />0.5 <br />2.5 <br />8.0 <br />-5.0 <br />--9.9 <br />-4.1 <br />-15.4 <br />-4.3 <br />-14.7 <br />4 <br />A <br />-0.6 <br />1.8 <br />-0.2 <br />0.5 <br />-2.5 <br />8.0 <br />4.1 <br />-15.4 <br />5.0 <br />-9.9 <br />4.9 <br />-10.7 <br />5 <br />E <br />0.6 <br />1.8 <br />0.2 <br />0.5 <br />2.5 <br />8.0 <br />-5.0 <br />-9.9 <br />-4.1 <br />-15.4 <br />-4.2 <br />-14.7 <br />5 <br />A <br />-0.6 <br />1.8 <br />-0.2 <br />0.5 <br />-2.5 <br />8.0 <br />4.1 <br />-15.4 <br />5.0 <br />-9.9 <br />4.8 <br />--10.7 <br />6 <br />E <br />0.6 <br />1.8 <br />0.2 <br />0.5 <br />2.5 <br />8.0 <br />-4.9 <br />-9.9 <br />-4.1 <br />-15.4 <br />-4.2 <br />-14.7 <br />6 <br />A <br />-0.6 <br />1.8 <br />-0.2 <br />0.5 <br />--2.5 <br />8.0 <br />4.1 <br />-15.4 <br />4.9 <br />-9.9 <br />4.8 <br />--10.7 <br />7 <br />E <br />0.5 <br />1.8 <br />0.2 <br />0.5 <br />2.5 <br />8.0 <br />-4.9 <br />-9.9 <br />-4.0 <br />-15.4 <br />-4.1 <br />-14.7 <br />7 <br />A <br />-0.5 <br />1.8 <br />-0.2 <br />0.5 <br />-2.5 <br />8.0 <br />4.0 <br />-15.4 <br />4.9 <br />-9.9 <br />4.8 <br />-10.7 <br />8 <br />E <br />0.5 <br />1.8 <br />0.2 <br />0.5 <br />2.4 <br />8.0 <br />-4.8 <br />-9.9 <br />-4.0 <br />-15.5 <br />-4.1 <br />-14.7 <br />8 <br />A <br />-0.5 <br />1.8 <br />--0.2 <br />0.5 <br />-2.4 <br />8.0 <br />4.0 <br />--15.5 <br />4.8 <br />--9.9 <br />4.7 <br />-10.7 <br />9 <br />E <br />0.3 <br />1.3 <br />0.1 <br />0.3 <br />1.5 <br />4.7 <br />-2.6 <br />-5.4 <br />-2.1 <br />-8.3 <br />-2.2 <br />-7.9 <br />9 <br />A <br />-0.3 <br />1.3 <br />--0.1 <br />0.3 <br />-1.5 <br />4.7 <br />2.1 <br />-8.3 <br />2.6 <br />-5.4 <br />2.5 <br />-5.8 <br />Frame <br />Column <br />-Wind-Right2- <br />--Wind-Long <br />1- <br />--Wind-Long2- <br />-Seismic-Left <br />Seismic -Right <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 />1 <br />E <br />-5.0 <br />-10.7 <br />-7.0 <br />-15.1 <br />3.0 <br />6.4 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />1 <br />A <br />4.4 <br />-14.7 <br />7.0 <br />-15.1 <br />-3.0 <br />6.4 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />2 <br />E <br />-5.0 <br />-10.7 <br />-5.3 <br />-11.7 <br />2.8 <br />6.1 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />2 <br />A <br />4.3 <br />-14.7 <br />5.3 <br />--11.7 <br />-2.8 <br />6.1 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />3 <br />E <br />-4.9 <br />-10.7 <br />-3.4 <br />-7.6 <br />1.7 <br />3.7 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />3 <br />A <br />4.3 <br />-14.7 <br />3.4 <br />-7.6 <br />-1.7 <br />3.7 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />4 <br />E <br />-4.9 <br />--10.7 <br />-3.4 <br />-7.6 <br />1.7 <br />3.7 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />4 <br />A <br />4.3 <br />--14.7 <br />3.4 <br />-7.6 <br />-1.7 <br />3.7 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />5 <br />E <br />-4.8 <br />-10.7 <br />-3.4 <br />-7.6 <br />1.6 <br />3.7 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />5 <br />A <br />4.2 <br />-14.7 <br />3.4 <br />-7.6 <br />-1.6 <br />3.7 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />6 <br />E <br />-4.8 <br />-10.7 <br />-3.3 <br />-7.6 <br />1.6 <br />3.7 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />6 <br />A <br />4.2 <br />-14.7 <br />3.3 <br />-7.6 <br />-1.6 <br />3.7 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />7 <br />E <br />-4.8 <br />-10.7 <br />-3.3 <br />-7.6 <br />1.6 <br />3.7 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />7 <br />A <br />4.1 <br />-14.6 <br />3.3 <br />-7.6 <br />-1.6 <br />3.7 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />8 <br />E <br />--4.7 <br />-10.7 <br />-5.1 <br />-11.7 <br />2.6 <br />6.1 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />8 <br />A <br />4.1 <br />-14.7 <br />5.1 <br />-11.7 <br />-2.6 <br />6.1 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />9 <br />E <br />-2.5 <br />-5.8 <br />-3.5 <br />-8.2 <br />1.5 <br />3.5 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />9 <br />A <br />2.2 <br />--7.9 <br />3.5 <br />-8.2 <br />-1.5 <br />3.5 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />1 <br />0 <br />Frm <br />Col <br />Anc.-Bolt <br />Base -Plate (in) <br />Grout <br />Line <br />Line <br />QtyDia <br />Width <br />Length <br />9 <br />Thick <br />in <br />'( ) <br />6 <br />E <br />4 <br />1.000 <br />10.00 <br />10.00 <br />1.000 <br />0.0 <br />6 <br />A <br />4 <br />1.000 <br />10.00 <br />10.00 <br />1.000 <br />0.0 <br />RIGID FRAME: <br />ANCHOR <br />BOLTS & <br />BASE <br />PLATES <br />Frm <br />Line <br />Col <br />Line <br />Anc.-Bolt <br />Qty <br />Dia <br />Base -Plate (in) <br />Width Length Thick <br />Grout <br />(in) <br />7 <br />E <br />4 <br />1.000 <br />10.00 <br />10.00 <br />1.000 <br />0.0 <br />7 <br />A <br />4 <br />1.000 <br />10.00 <br />10.00 <br />1.000 <br />0.0 <br />ANCHOR BOLT SUMMARY <br />Dia Pro ection <br />' <br />Qty Locate (in) Type �in) <br />72 Frame 1" CR36 3.00 <br />GENERAL NOTE <br />1. FOUNDATION DESIGN AND CONSTRUCTION ARE <br />NOT THE RESPONSIBILITY OF METAL BUILDING <br />MANUFACTURER. <br />2. ALL REACTIONS ARE UNFACTORED. <br />3 ULTIMATE WIND LOADS ARE USED TO DERIVE <br />THE WIND REACTION. <br />4. ANCHOR BOLTS SHALL BE ACCURATELY SET TO <br />A TOLLERANCE OF +/- 1 /8" IN BOTH <br />ELEVATION AND LOCATTION. <br />5. COLUMN BASE PLATES ARE DESIGNED NOT TO <br />EXCEED A BEARING PRESSURE OF 1050 <br />POUNDS PER SQUARE INCH. <br />RIGID FRAME: <br />ANCHOR <br />BOLTS <br />& BASE <br />PLATES <br />Frm Col <br />Anc.-Bolt <br />Base -Plate <br />(in) <br />Grout <br />Line Line <br />Qty <br />Dia Width <br />Length Thick <br />(in) <br />9 E <br />4 <br />1.000 10.00 <br />10.00 <br />1.000 <br />0.0 <br />9 A <br />4 <br />1.000 10.00 <br />10.00 <br />1.000 <br />0.0 <br />NOTES FOR REACTIONS <br />Building reactions are based on <br />the following building data: <br />Width QVII 42.7 <br />I <br />r H, . P(t)63 16.3 <br />1 �,2 Rol1 0 1,0 <br />4f <br />i I 1.0 <br />a Lire .. 20.0 <br />Fie 114 LOB <br />ion } 12.0 <br />Wiry;. d (mph } 138.0 <br />Wig, FBC 20 7TH EDITION <br />Exposure = B <br />Closure Open <br />Importance Wind 1.00 <br />Importance Seismic 1.00 <br />Seismic Zone A <br />BUILDING <br />BRACING <br />REACTIONS <br />f <br />Reactions(k <br />) <br />Panel -Shear <br />Wald <br />Col Wind -Seismic- <br />(lb/ft) <br />Loc Line <br />Line Horz <br />Vert Horz <br />Vert <br />Wind Seis <br />Note <br />L-EW 1 <br />h} <br />F-SW A <br />'} <br />R-EW 9 <br />h} <br />B-SW E <br />Mi4i'd <br />frame at endwall <br />oil <br />axis <br />bending is used <br />RIND <br />FRAME REACTIONS* <br />WEAK <br />AXIS BENDING <br />Frame <br />Cal <br />----Reactions(k ,f-k <br />}----- <br />Load <br />Line <br />Line <br />Horiz AB Vert Moment <br />ID <br />1 <br />A <br />1.2 <br />29.5 <br />19.7 <br />Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />2 <br />A <br />1.2 <br />29.5 <br />19.7 <br />Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />3 <br />A <br />1.2 <br />29.5 <br />19.7 <br />Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />4 <br />A <br />1.2 <br />29.5 <br />19.7 <br />'Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />5 <br />A <br />1.2 <br />29.5 <br />19.7 <br />Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />6 <br />A <br />1.2 <br />29.5 <br />19.7 <br />Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />7 <br />A <br />1.2 <br />29.5 <br />19.7 <br />Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />8 <br />A <br />1.2 <br />29.5 <br />19.7 <br />Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />9 <br />A <br />1.2 <br />29.5 <br />19.7 <br />Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />1 <br />E <br />1.2 <br />29.5 <br />19.7 <br />Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />2 <br />E <br />1.2 <br />29.5 <br />19.7 <br />Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />3 <br />E <br />1.2 <br />29.5 <br />19.7 <br />Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />4 <br />E <br />1.2 <br />29.5 <br />19.7 <br />Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />5 <br />E <br />1.2 <br />29.5 <br />19.7 <br />Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />6 <br />E <br />1.2 <br />29.5 <br />19.7 <br />Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />7 <br />E <br />1.2 <br />29.5 <br />19.7 <br />Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />8 <br />E <br />1.2 <br />29.5 <br />19.7 <br />Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />9 <br />E <br />1.2 <br />29.5 <br />19.7 <br />Wind <br />0.0 <br />0.5 <br />0.3 <br />Seismic <br />Reactions for seismic represent shear <br />force, <br />Eh <br />ISSUE DET CHK DATE <br />RCE INVESTMENT GROUP, LLC <br />TRUMP PLACE BOAT & RV STORAGE <br />8142R3 <br />E I. _ . �, FL 33542 <br />ANCHOR _BOLT REACTIONS <br />PAGE: 1 2 I '`: <br />