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2001-P04186 - accessory structure
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740 Orchard Park Road - 32-118-23-22-0007
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2001-P04186 - accessory structure
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Last modified
8/22/2023 4:39:34 PM
Creation date
5/1/2018 1:04:53 PM
Metadata
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Template:
x Address Old
House Number
740
Street Name
Orchard Park
Street Type
Road
Address
740 Orchard Park Road
Document Type
Permits/Inspections
PIN
3211823220007
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Updated
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Section Type LI2 <br /> Load Case No. 9 <br /> Member No. 69 <br /> Design Strength Joint No. 79 <br /> Axial Tension 84.36 kip Axial Force 51.81 kip (comp) <br /> Axial Comp 73.04 kip Shear Force -0.13 kip <br /> Moment 22.23 kip-in Moment -2.77 kip-in <br /> Ratio 0.82 <br /> Section Type LD1 <br /> Load Case No. 17 <br /> Member No. 26 <br /> Design Strength Joint No. 24 <br /> Axial Tension 19.89 kip Axial Force 3. 66 kip (comp) <br /> Axial Comp 5.76 kip Shear Force 0.01 kip <br /> Moment 3.16 kip-in Moment -0.09 kip-in <br /> Ratio 0. 66 <br /> Section Type LD2 <br /> Load Case No. 9 <br /> Member No. 87 <br /> Design Strength Joint No. 64 <br /> Axial Tension 19.89 kip Axial Force 3.71 kip (comp) <br /> Axial Comp 6.85 kip Shear Force 0.00 kip <br /> Moment 3.16 kip-in Moment -0.08 kip-in <br /> Ratio 0.56 <br /> Section Type LD3 <br /> Load Case No. 9 <br /> Member No. 85 <br /> Design Strength Joint No. 62 <br /> Axial Tension 19.89 kip Axial Force 5.37 kip (comp) <br /> Axial Comp 8.87 kip Shear Force -0.01 kip <br /> Moment 3.16 kip-in Moment -0.09 kip-in <br /> Ratio 0.63 <br /> Section Type LD4 <br /> Load Case No. 9 <br /> Member No. 84 <br /> Design Strength Joint No. 61 <br /> Axial Tension 19.89 kip Axial Force 6.58 kip (comp) <br /> Axial Comp 9.58 kip Shear Force -0.01 kip <br /> Moment 3.16 kip-in Moment -0.11 kip-in <br /> Ratio 0.72 <br /> Section Type LD5 <br /> 16 <br />
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