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4020 HOYT AVE 2025-10-06
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4020 HOYT AVE 2025-10-06
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10/6/2025 8:05:06 AM
Creation date
9/15/2025 1:22:15 PM
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HOYT AVE
Street Number
4020
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Project Title: LUCAS SITE VISIT <br /> Engineer: CHRIS LALONDE <br /> Project ID: SDA#10052 <br /> Project Descr: SITE VISIT <br /> 2D Frame Project File: 10052.ec6 <br /> LIC# KW-06014008,Build:20.23 10 02 Structural Design Associates (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: DORMER FRAME <br /> Member Distributed Loads.... Note: Loads labeled "Global Y" act downward (in "-Y" direction) <br /> Member Load Load Extents <br /> Load Magnitude <br /> Start <br /> Label Direction End ft Dead Roof Live Live Snow Seismic Wind Earth <br /> E Global Y 0.0 Start Mag: 0.020 0.040 0.050 k/ft <br /> 3.627 End Mag: 0.020 0.040 0.050 k/ft <br /> F Global Y 0.0 Start Mag: 0.020 0.040 0.050 k/ft <br /> 6.731 End Mag: 0.020 0.040 0.050 k/ft <br /> D Global Y 0.0 Start Mag: 0.020 0.040 0.050 k/ft <br /> 2.074 End Mag: 0.020 0.040 0.050 k/ft <br /> Stress/Strength Load Combinations IBC 2021 <br /> Load Combination Cd 0.2*Sds* Load Combination actors <br /> Description Dead Seismic Roof Live Live Snow Wind Seismic Rho Earth <br /> +D+H 09 1 0 1.0 <br /> +D+L+H 1 1.0 1.0 1.0 <br /> +D+Lr+H 1.25 1.0 1.0 1.0 <br /> +D+S+H 1.15 1.0 1.0 1.0 <br /> +D+0.750Lr+0.750L+H 125 1.0 0.750 0.750 1.0 <br /> +D+0.750L+0.750S+H 1.15 1.0 0.750 0.750 1.0 <br /> +D+0.60W+H 1.6 1.0 0.60 1.0 <br /> +D+0.70E+H 0.9 1.0 0.70 1.0 <br /> +D+0.750Lr+0.750L+0.450W+H 1.6 1.0 0.750 0.750 0.450 1.0 <br /> +D+0.750L+0.750S+0.450W+H 1.6 1.0 0.750 0.750 0.450 1.0 <br /> +D+0.750L+0.750S+0.5250E+H 1.15 1 0 0 750 0.750 0.5250 1.0 <br /> +0.60D+0.60W+0.60H 1.6 0.60 060 0.60 <br /> +0.60D+0.70E+0.60H 09 060 0.70 0.60 <br /> Reaction Load Combinations IBC 2021 <br /> Load Combination Load Combination Factors <br /> Description Dead Roof Live Live Snow Wind Seismic Earth <br /> +D+H 1.0 1.0 <br /> +D+L+H 1.0 1.0 1.0 <br /> +D+Lr+H 1.0 1.0 1.0 <br /> +D+S+H 1.0 1.0 1.0 <br /> +D+0.750Lr+0.750L+H 1.0 0.750 0.750 1.0 <br /> +D+0.750L+0 750S+H 1.0 0.750 0.750 1.0 <br /> +D+0.60W+H 1.0 0.60 1.0 <br /> +D+0.70E+H 1.0 0.70 1.0 <br /> +D+0.750Lr+0 750L+0.450W+H 1.0 0.750 0 750 0.450 1.0 <br /> +D+O 750L+0.750S+0.450W+H 1.0 0.750 0 750 0.450 1.0 <br /> +D+0.750L+0.750S+0.5250E+H 1.0 0.750 0 750 0.5250 1.0 <br /> +0.60D+0.60W+0.60H 0.60 0.60 0.60 <br /> +0.60D+0.70E+0.60H 1 0.60 0.70 0.60 <br /> D Only 1.0 <br /> Lr Only 1.0 <br /> L Only 1.0 <br /> S Only 1.0 <br /> W Only 1.0 <br /> E Only 1.0 <br /> H Only 1.0 <br /> Deflection Load Combinations IBC 2021 <br /> Load Combination Load Combination Factors <br /> Description Dead Roof Live Live Snow Wind Seismic Earth <br /> +D+Fi 1.0 1.0 <br /> +D+L+H 1 0 1.0 1.0 <br /> +D+Lr+H 1.0 1.0 1.0 <br /> +D+S+H 1.0 1.0 1.0 <br /> +D+0.750Lr+0.750L+H 1.0 0.750 0.750 1.0 <br /> +D+0.750L+0.750S+H 1.0 0 750 0.750 1.0 <br /> +D+0.60W+H 1.0 060 1.0 <br /> +D+0.70E+H 1.0 0.70 1.0 <br />
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