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14-14831
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14-14831
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Last modified
11/11/2014 1:24:32 PM
Creation date
11/11/2014 1:24:28 PM
Metadata
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Building Department
Company Name
MCDONALDS USA, LLC
Building Department - Doc Type
Permit
Permit #
14-14831
Building Department - Name
MCDONALDS USA, LLC
Address
6042 GALL BLVD
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Project: 203723 Caspers CompanyMcDonalds <br /> Ernesto De Oliveira, Solar Dynamics Corp. November 08, 2013 <br /> 203723 Caspers CompanyMcDonalds <br /> C:1Users\ernesto\Desktop\203723 Caspers CompanyMcDonalds\ <br /> Combined Check <br /> Member Result Offset Code Unity Details <br /> Name Case ft Ref. Check <br /> M5 0.6D+0.6W»+X 8.86 H1-1b 0.48 OK Cb=1.00, <br /> Lb=8.86 ft <br /> M6 0.6D+0.6W»+X 8.86 H1-1b 0.48 OK Cb=1.00, <br /> Lb=8.86 ft <br /> M8 0.6D+0.6W»+X 8.86 H1-1b 0.47 OK Cb=1.00, <br /> Lb=8.86 ft <br /> M9 0.6D+0.6W»+X 0.00 H1-1b 0.47 OK Cb=1.00, <br /> Lb=8.86 ft <br /> Axial Check <br /> Member Result Offset Demand Fx Capacity Fx Code Unity Details <br /> Name Case ft Ib Ib Ref. Check <br /> M5 16-10Lr 8.86 349.02 20744.07 E3-2F6 0.02 OK Lu=8.86 ft, <br /> KL=8.86 ft <br /> M6 16-10Lr 8.86 349.04 20744.07 E3-2FB 0.02 OK Lu=8.86 ft, <br /> KL=8.86 ft <br /> M8 16-10Lr 8.86 349.04 20744.07 E3-2FB 0.02 OK Lu=8.86 ft, <br /> KL=8.86 ft <br /> M9 16-10Lr 0.00 349.03 2D744.07 E3-2FB 0.02 OK Lu=8.86 ft, <br /> KL=8.86 ft <br /> Stron Flexure Check <br /> Member Result Offset Demand Mz Capacity Mz Code Unity Details <br /> Name Case ft Ib-ft Ib-ft Ref. Check <br /> M5 0.6D+0.6W»+X 8.86 1223.27 3318.36 F8-1 0.37 OK Lb=8.86 ft, <br /> Cb=1.00 <br /> M6 0.6D+0.6W»+X 8.86 1223.33 3318.36 F8-1 0.37 OK Lb=8.86 ft, <br /> Cb= 1.00 <br /> M8 0_6D+0.6W»+X 8.86 1191.99 3318.36 F8-1 0.36 OK Lb=8.86 ft, <br /> Cb= 1.00 <br /> M9 0.6D+d.6W»+X 0.00 1192.03 3318.36 F8-1 0.36 OK Lb=8.86 ft, <br /> Cb= 1.00 <br /> Weak Flexure Check <br /> Member Result Offset Demand My Capacity My Code Unity Details <br /> Name Case ft Ib-ft Ib-ft Ref. Check <br /> M5 0.6D+0.6W»+X 8.86 -354.19 3318.36 F8-1 0.11 OK <br /> M6 0.6D+0.6W»+X 8.86 354.71 3318.36 F8-1 0.11 OK <br /> M8 0.6D+0.6W»+X 8.86 -368.11 3318.36 F8-1 0.11 OK <br /> M9 0.6D+0.6W»+X 0.00 -368.20 3318.36 F8-1 0.11 OK <br /> Stron Shear Check <br /> Member Result Offset Demand Vy Capacity Vy Code Unity Details <br /> Name Case ft Ib ib Ref. Check <br /> M5 0.6D+0.6W»+X 8.86 538.92 11047.90 G6-1,2b 0.05 OK <br /> M6 0.6D+0.6W»+X 8.86 538.94 11047.90 G6-1,2b 0.05 OK <br /> M8 0.6D+0.6W»+X 8.86 486.14 11047.90 G6-1,2b 0.04 OK <br /> M9 0.6D+0.6W»+X 0.00 -486.16 11047.90 G6-1,2b 0.04 OK <br /> Weak Shear Check <br /> Member Result Offset Demand Vz Capacity Vz Code Unity Details <br /> Name Case ft Ib Ib Ref. Check <br /> M5 0.6D+0.6W»+X 8.86 -147.39 11047.90 G6-1,2b 0.01 OK <br /> M6 0.6D+0.6W»+X 8.86 147.64 11047.90 G6-1,2b 0.01 OK <br /> M8 0.6D+0.6W v+X 8.86 -161.92 11047.90 G6-1,2b 0.01 OK <br /> M9 0.6D+0.6W»+X 0.00 161.94 11047.90 G6-1,2b 0.01 OK <br /> Page 5 <br /> VisuafAnalysis i�.00.0009(www.iesweb.com) <br />
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