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ARCHITECT JOB CASTILLO ENGINEERING, INC. <br />ENGR. DATE: JOB NO. SHEET NO. <br />DOUBLE TOP PLATE SPLICE <br />2x4 TA= 450 X 1.60 X 1.5 X 3.5 = 3.78 kips I <br />2x6 TA= 575 X 1.60 X 1.5 X 5.5 = 7.59 kips I <br />3x4 TA= 575 X 1.60 X 2.5 X 3.5 = 8.05 kips I <br />3x6 TA= 575 X 1.60 X 2.5 X 5.5 = 12.65 kips I <br />TYPE SPLICE LENGTH <br />2x OJ TA= 141 X 1.60 X 0.93 X 6 = 1.25 kips I 1.5FT <br />2x []J TA= 141 X 1.60 X 0.93 X 8 = 1.67 kips I 2FT <br />2x [El TA= 141 X 1.60 X 0.93 X 10 = 2 09 kips I 2.5FT <br />2x [!TI TA= 141 X 1.60 X 0.93 X 12 = 2.51 kips I 3FT <br />2x [El TA= 141 X 1.60 X 0.93 X 14 = 2.92 kips I 3.5FT <br />2x [El TA= 141 X 1.60 X 0.93 X 16 = 3.34 kips I 4FT <br />2x [El TA= 141 X 1.60 X 0.93 X 18 = 3.76 kips I 4.5FT <br />2x [][] TA= 141 X 1.60 X 0.93 X 20 = 4.18 kips I 5FT <br />2x [El TA= 141 X 1.60 X 0.93 X 22 = 4.60 kips I 5.5FT <br />2x [El TA= 141 X 1.60 X 0.93 X 24 = 5 01 kips I 6FT <br />2x []I] TA= 604 X 1.60 X 1.00 X 6 = 5.80 kips I 0.99 <br />2x [El TA= 604 X 1.60 X 1.00 X 8 = 7.73 kips I 1.09 <br />2x [El TA= 725 X 1.60 X 1.00 X 8 = 9.28 kips I 1 09 <br />3x [E] TA= 1208 X 1.60 X 1.00 X 6 = 11.60 kips I 1.19 <br />3x IE TA= 1208 X 1.60 X 1.00 X 8 = 15.5 kips I 1.31 <br />10