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project Zap Energy by BAH sheet no. <br /> location <br /> Everett,WA date 2/17/23 <br /> client J PC job no. <br /> 16015fhAvenue,Suite 1600 2300091 <br /> Seattle,WA98101 206622-5822 Operable Partition Support <br /> (EXISTING) Wide-Flange Beam: W21x50 <br /> Beam Length= 24 feet <br /> Partition Length= 16 feet <br /> Story Height= 14 feet <br /> Loading <br /> Maximum Assumed Partition Weight= 12 psf [Modernfold56STC] <br /> Misc Framing Weight= 10 plf <br /> Max Partition Height= 9 feet [Per Arch] <br /> Total Dead Load= 118 plf <br /> qu,w= 5 psf [Interior pressure,"wind"load] <br /> 45 plf <br /> aP= 1.0 [ASCE 7-1613.3] <br /> RP= IS <br /> Ip= 1.0 <br /> SoS= 1.097 <br /> Q= 2.5 <br /> z= 14 feet <br /> h= 30 feet <br /> F = 40 plf [Seismic Demands on Non-Structural Components] <br /> Fp,max= 207 plf <br /> Fp,min= 39 plf <br /> Header (2) Unistrut P1001 supported by threaded rods <br /> Spacing= 6 feet <br /> Max Load= 1600 Ibs OK [Per manufacturer] <br /> A= 0.06 inches <br /> L/1126 OK <br /> Threaded Rod <br /> Rod Diameter= 0.50 inches <br /> Fy,rod= 36 ksi <br /> Rmax= 354 Ibs <br /> P,,= 496 Ibs [ASCE7-162.3,1.4D] <br /> 4Pn= 6362 Ibs OK <br /> Lateral Brace P1000 brace, located at each threaded rod. <br /> 8= 60' <br /> Vmax= 270 Ibs <br /> P„= 540 Ibs <br /> Lmax= 72 inches <br /> Pa= 2080 Ibs OK [Per manufacturer] <br /> Stored Partition Entire partition is supported by(3)supports at the end <br /> Fp,total= 720 Ibs <br /> Wtotal= 1888 Ibs <br /> Page 22 <br /> 2023.02.13 Operable Partition Support.xlsx <br />