10111 9TH AVE W EMERALD COURT APARTMENTS 2025-04-18

• sitts&h.11 Tacoma,Washington Designed: OMA Date: 11/1/2022 Project Number: 19.933 253-474-9449 Checked: CJT Date: 11/4/2022 11 Project: Emerald Court Carports MEMBER CHECKS DECKING:V-LINE 32, 26 GA. V-LINE 32 SECTION PROPERTIES AND GENERAL INFORMATION 32"Coverage SECTION PROPERTIES ALLOWABLE UNIFORM LOADS PSF (3 or More Equal Spans) Width Yield Weight Top In Compression Bottom In Compression Inward Outward Ga. Load Load (In.) KSI PSF lee Sex lxx Sxx In'/ft left In'/ft 5' 6' 7' 8' 9' 10' 5' 7' 8' 19'410' • 26 32" 60 0.91 0.0619 0.0847 0.0619 0.0833 70 52 33 22 16 11 71 53 33 22 16 11 24 32" 50 1.20 �0.0870 0.1217 0.0874 0.1209 102 70 70 4 44 29 21 15 103 70 44 29 21 15 22 32" 50 1.57 0.1163 0.1623 0.1200 0.1683 147 92 58 39 27 20 143 92 58 39 27 20 I. Theoretical section properties have been calculated per AISI 2001'Specification for the Design of Cold-formed Steel Stnietural Members."lxx and Sex arc effective section properties for deflection and bending. 2. Allowable load is calculated in accordance web AISI 2001 specifications constdenng bending.shear.combined bending and shear.deflection.Allocable load considers the worst case of 3 and 4 canal span conditions Allocable load does not address web crippling or fasteners/support connection and panel weight is not considered. 3. Deflection consideration is limited be a maximum deflection ratio of L/l80 of span 4. Allowable loads do not include a I/3 stress increase in uplift. Decking Specifications: 4 /:=0.0619 in ft • 3 in Sneg:=0.0833 ft • 3 Spos:=0.0847 f t F _ 60ksi=35.9ksi allow` 1.67 /main:=10 ft length of main span cant=4 ft length of cantilevers b:=32 in width of one sheet of decking Loading per DESIGN LOADS D:= Wdeck=1.03 psf weight of decking per square Foot S:=25 psf snow load