HomeMy WebLinkAboutX2019-3525 - Permit ApplicationProject Lille Lane
Address 230 Lille Lane
Newport Beach, CA
-92663-
Roof
92663 -
Roof Load (vertical
Roofing = 5.20 psf
1/2" Sheathing = 1.7
Insulation = 0.3
Framing = 2.6
Gyp brd = 2.6
Misc. = 1.6
Dead Load = 14.00
Live Load = 20.00
Total = 34
at New Pocket Doors
x 7,o[q • 35 25
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Lille Lane
-92663-
NO.-C11,046 92663 -
Floor Load (existine above
5/8" Sheathing = 2.1 psf
Insulation
= 0.5
Framing
= 2.6
Lt Wt Conc
= ##
Flooring
= 3.7
Misc.
= 1.1
Dead Load
= 22.0
Live Load
= 40.00
Total = 62
Beam 1 10.25 ft. span 3.50 x 11.875 bm I for a 3-1/2 x 11-7/8 Versa Lam 2.0, 3100
W = 34 x 6.00 / 1 + 62 x 26.50 / 2 + 50 = 1075.50 bm.(S) ok
M = 1076 x 10.25 ^ 2 x 1.5 = 169492 shear ok
S = M / 3100 = 54.67 deflection ok
S = 82.26 for a 3-1/2 x 11-7/8 Versa Lam 2.0, 3100 ok
Check Shear ( fv = 3v / 2bd )
V = ( 1076 x 10.25 / 2) - ( 1076 x 11.375 / 12 ) + 0 = 4492
fv = 3V / ( 2 x 3.500 x 11.875 ) = 162.13
Allowable Shear = 285 for a 3-1/2 x 11-7/8 Versa Lam 2.0, 3100
A Check Deflection
10.25 x 12 / 360 = 0.342
A = [ 5 x ( 1076 x 10.250 ) x ( 10.250 x 12 )^ 3 ] / ( 384 x 20 x 488.41 ) = 0.273 < 0.342
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NO: C11,046
- RHN�831-21
Beam 1 10.25 ft. span 3.50 x 11.875 bm I for a 3-1/2 x 11-7/8 Versa Lam 2.0, 3100
W = 34 x 6.00 / 1 + 62 x 26.50 / 2 + 50 = 1075.50 bm.(S) ok
M = 1076 x 10.25 ^ 2 x 1.5 = 169492 shear ok
S = M / 3100 = 54.67 deflection ok
S = 82.26 for a 3-1/2 x 11-7/8 Versa Lam 2.0, 3100 ok
Check Shear ( fv = 3v / 2bd )
V = ( 1076 x 10.25 / 2) - ( 1076 x 11.375 / 12 ) + 0 = 4492
fv = 3V / ( 2 x 3.500 x 11.875 ) = 162.13
Allowable Shear = 285 for a 3-1/2 x 11-7/8 Versa Lam 2.0, 3100
A Check Deflection
10.25 x 12 / 360 = 0.342
A = [ 5 x ( 1076 x 10.250 ) x ( 10.250 x 12 )^ 3 ] / ( 384 x 20 x 488.41 ) = 0.273 < 0.342
eUIL011%3 d1ViS10N
dov
�` M.K
Project Lille Lane
Address 230 Lille Lane
Newport Beach, CA
-92663-
Roof
92663 -Roof Load (verticals
Roofing = 5.20 psf
1/2" Sheathing = 1.7
Insulation = 0.3
Framing
= 2.6
Gyp brd
= 2.6
Misc.
= 1.6
Dead Load
= 14.00
Live Load
= 20.00
Total = 34
at New Pocket Doors
Floor Load fexistine above
5/8" Sheathing = 2.1 psf
Insulation
= 0.5
Framing
= 2.6
Lt Wt Conc
= ##
Flooring
= 3.7
Misc.
= 1.1
Dead Load
= 22.0
Live Load
= 40.00
Total = 62
1of1
Lille Lane
- 92663 -
Beam 10.25 fl. span 3.50 x 11.875 bm I for a 3-1/2 x 11-7/8 Versa Lam 2.0,31-0-0--7
W = 34 x 6.00 / 1 + 62 x 26.50 / 2 + 50 = 1075.50 bm.(S) ok
M = 1076 x 10.25 ^ 2 x 1.5 = 169492 shear ok
S = M / 3100 = 54.67 deflection ok
S = 82.26 for a 3-1/2 x 11-7/8 Versa Lam 2.0, 3100 ok
Check Shear ( fv = 3v / 2bd )
V = ( 1076 x 10.25 / 2) - ( 1076 x 11.375 / 12 ) + 0 = 4492
fv = 3V / ( 2 x 3.500 x 11.875 ) = 162.13
Allowable Shear = 285 fora 3-1/2 x 11-7/8 Versa Lam 2.0, 3100
A Check Deflection
10.25 x 12 / 360 = 0.342
4 = [ 5 x ( 1076 x 10.250 ) x ( 10.250 x 12 )^ 3 ] / ( 384 x 20 x 488.41 ) = 0.273 < 0.342