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Project: <br />Location: <br />Client: <br />Job No: <br />Date: <br />Engineer: <br />P1.66 <br />LR <br />CHECKING (E)Wx BEAMS <br />ROOF KEY PLAN: <br />B1 <br />Checking B1: <br />Existing Loading Criteria: <br />DL=40psf <br />LL= 65psf <br />Span,L= 28ft <br />Trib width= 7ft/2 +7ft/2 = 7ft <br />DL=40psf x 7ft = 280plf <br />LL=65psf x 7ft = 455plf <br />New Loading: [When the Nanawall is folded the entire load will act at a single location] <br />Newly added beam span= 28ft <br />Height= 8ft <br />Distributed weight= 10.5psf x 8ft= 84plf <br />Pnana=84plf x 28ft =2352 lbs =2.352kips <br />P applied at B1= 2.352 kips at 7.7 ft. <br />(See next page for Enercalc Report) <br />(E) W14x22 <br />(E) W14x22 <br />(E) W14x22 <br />(E) W14x22 <br />(E) W14x22 <br />23-12434Saint Andrew <br />2-16-2024 <br />LR <br />P1.66 <br />1700 E St Andrew Pl - 101118387, <br />20182190, 30146952 & 40138878 <br />6/5/2024