4020 HOYT AVE 2025-10-06 - Laserfiche WebLink

Project Title: LUCAS SITE VISIT Engineer: CHRIS LALONDE Project ID: SDA#10052 Project Descr: SITE VISIT ZD FrameProject File: 10052.ec6 LIC#:KW-06014008,Build:20.23 10.02 Structural Design Associates (c)ENERCALC INC 1983-2023 DESCRIPTION: TYPICAL FRAME Member Distributed Loads.... Note: Loads labeled "Global Y" act downward (in "-Y" direction) Member Load Load Extents Load Magnitude Start Label Direction End ft Dead Roof Live Live Snow Seismic Wind Earth C Global Y 0.0 Start Mag : 0.020 0.040 0 050 k/ft 2.074 End Mag: 0.020 0.040 0.050 k/ft D Global Y I 0.0 Start Mag: 0.020 0.040 0.050 k/ft 2,074 End Mag : 0.020 0.040 0.050 k/ft E Global Y 0.0 Start Mag: 0.020 0 040 0.050 k/ft 3.627 End Mag: 0.020 0.040 0.050 k/ft F Global Y 00 Start Mag: 0.020 0.040 0 050 k/ft 6.731 End Mag. 0.020 0.040 0.050 k/ft Stress/Strength Load Combinations IBC 2021 Load Combination Cd 0.2"Sds" Load Combination Factors Description Dead Seismic Roof Live Live Snow Wind Seismic Rho Earth +D+H 0.9 1.0 1.0 +D+L+H 1 1.0 1.0 1.0 +D+Lr+H 1.25 1.0 1.0 1 0 +D+S+H 1.15 1.0 1.0 1.0 +D+0.750Lr+0.750L+H 1.25 1.0 0.750 0.750 1.0 +D+0.750L+0 750S+H 1.15 1.0 0.750 0 750 1.0 +D+0.60W+H 1.6 1.0 0.60 1.0 +D+O 70E+H 0.9 1.0 0.70 1.0 +D+0.750Lr+0.750L+0.450W+H 1.6 1.0 0.750 0.750 0 450 1.0 +D+O 750L+0.750S+0.450W+H 1.6 1.0 0.750 0.750 0.450 1.0 +D+0.750L+0.750S+0.5250E+H 1.15 1.0 0.750 0.750 0.5250 1.0 +0.60D+0.60W+0.60H 1.6 0.60 0.60 0.60 +0.60D+0.70E+0.601-1 0.9 0.60 0.70 0.60 Reaction Load Combinations IBC 20211 Load Combination Load combination Factors Description Dead Roof Live Live Snow Wind Seismic Earth +D+H 1.0 1.0 +D+L+H 1.0 1.0 1.0 +D+Lr+H 1.0 1.0 1.0 +D+S+H 1.0 1.0 1.0 +D+0.750Lr+0.750L+H 1.0 0.750 0.750 1.0 +D+0.750L+0.750S+H 1.0 0.750 0.750 1.0 +D+0.60W+H 1.0 0.60 1.0 +D+0.70E+H 1.0 0.70 1.0 +D+0.750Lr+0.750L+0.450W+H 1.0 0.750 0 750 0.450 1.0 +D+0.750L+0.750S+0.450W+H 1.0 0 750 0 750 0.450 1,0 +D+0.750L+0.750S+0.5250E+H 1.0 0 750 0.750 05250 1.0 +0.60D+0.60W+0 60H 0.60 0.60 0.60 +0.60D+0.70E+0.60H 0.60 0.70 0.60 D Only 1.0 Lr Only 1 0 L Only 1.0 S Only 1.0 W Only 1.0 E Only 1.0 H Only 1.0 Deflection Load Combinations IBC 2021 Load Combination Load Combination Factors Description Dead Roof Live Live Snow Wind Seismic Earth +D+H 1.0 1.0 +D+L+H 1.0 1 0 1.0 +D+Lr+H 1.0 1.0 1.0 +D+S+H 1.0 1.0 1,0 +D+0.750Lr+0.750L+H 1.0 0.750 0.750 1.0 +D+0.750L+0.750S+H 1.0 0.750 0.750 1.0