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215 SHUKSAN WAY 2023 Plans 2024-07-08
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215 SHUKSAN WAY 2023 Plans 2024-07-08
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Last modified
7/8/2024 1:11:09 PM
Creation date
6/28/2024 1:43:01 PM
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Address Document
Street Name
SHUKSAN WAY
Street Number
215
Permit
B2309-037
Year
2023
Notes
INSTALL 77 BAYS OF PALLET RACKING IN WAREHOUSE
Address Document Type
Plans
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P <br /> EC t I PS E Seattle Genetics 8/4/2023 <br /> ENGINEERING Everett,WA98203 RVC <br /> PALLET RACK ANALYSIS <br /> MFG: Nucor <br /> CODES: Current Editions of the 2018 IBC,ASCE 7-16,and RMI—MH16.1 (2012) <br /> Design Inputs: Elevation "D" - Pushback (Interior Upright) <br /> Rack Geometry <br /> Rack Depth = 54 in. <br /> Rack Width (Beam Length)= 106 in. <br /> Upright Height= 264 in. <br /> Primary Post Selection= IC3013 <br /> Double Post Selection= N/A <br /> Double Post Height= N/A in. <br /> Rack Loading <br /> Ht. Space DL PL LL Unit Impact <br /> Lvl. Post Beam Conn. <br /> (in.) (in.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) <br /> 1 8 8 IC3013 50160 4-Pin 110 4000 2000 500 <br /> 2 74 66 IC3013 50160 4-Pin 140 4000 2000 500 <br /> 3 140 66 IC3013 50160 4-Pin 140 4000 2000 500 <br /> 4 206 66 IC3013 50160 4-Pin 140 4000 2000 500 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> 11 <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> 16 <br /> TOTALS 530 16000 0 <br /> Avg. PL= 4000 lbs. <br /> RMI Load Combinations for the LRFD Design Method <br /> 1) 1.4D+ 1.2P Dead Load <br /> 2) 1.2D+1.4P+1.6L Gravity Load <br /> 5) (1.2+0.2Sds)D+(1.2+0.2Sds)(3P+0.5L+pE Seismic <br /> 7) (0.9-0.2Sds)D+(0.9-0.2Sds)Papp+(p or 00)E Seismic Uplift <br /> 8) 1.2D+ 1.4P+1.6L+1.41 Product Impact <br /> 37/49 <br />
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