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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 118 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> 41 - 0.6Dead+0.6Wind_Long2 <br /> 42 - Dead+Collateral+0.75Live+0.45Wind_Left1 <br /> 43 - Dead+Collateral+0.75Live+0.45Wind_Right1 <br /> 44 - Dead+Collateral+0.75Live+0.45Wind_Left2 <br /> 45 - Dead+Collateral+0.75Live+0.45Wind_Right2 <br /> 46 - Dead+Collateral+0.75Live+0.45Wind_Long1 <br /> 47 - Dead+Collateral+0.75Live+0.45Wind_Long2 <br /> 48 - Dead+Collateral+0.45Wind_Left1 <br /> 49 - Dead+Collateral+0.45Wind_Right1 <br /> 50 - Dead+Collateral+0.45Wind_Left2 <br /> 51 - Dead+Collateral+0.45Wind_Right2 <br /> 52 - Dead+Collateral+0.45Wind_Long1 <br /> 53 - Dead+Collateral+0.45Wind_Long2 <br /> Deflection Combinations <br /> 54 - Dead+Collateral+Live <br /> 55 - Dead+Collateral+0.75Live <br /> 56 - Live <br /> 57 - Dead+Collateral <br /> 58 - Dead+0.49Wind_Left1 <br /> 59 - Dead+0.49Wind_Right1 <br /> 60 - Dead+0.49Wind_Left2 <br /> 61 - Dead+0.49Wind_Right2 <br /> 62 - Dead+0.49Wind_Long1 <br /> 63 - Dead+0.49Wind_Long2 <br /> 64 - Dead+0.49Wind_Pressure <br /> 65 - Dead+0.49Wind_Suction <br /> 66 - Dead+Seismic_L <br /> 67 - Dead+Seismic_R <br /> 68 - Dead <br /> <br />================================================================================ <br /> 186565FS Wall 3 - Rafter Splice Design 12/ 1/23 1:52pm <br />================================================================================ <br /> <br /> DESIGN CONSTANTS: <br /> ----------------- <br /> Plate Yield = 55.00(ksi ) <br /> Bolt Type = A325 <br /> Bolt Shear Stress = 27.00(ksi ) <br /> Bolt Tension Stress = 45.00(ksi ) <br /> <br /> <br />1202 W Edinger <br />Ave10/3/2024