HomeMy WebLinkAboutS011VALID FOR 1 PERMIT ONLY U.N.O.REMARKS DRWNCHKD DATESCALE:
COPYRIGHT ENGINEERING EXPRESS®C:\Users\eric\Engineering Express\Production - Documents\Projects\20-25436 Aluminum Louvered Roof\WP\20-25436j Louvered Roof MPS (IBC).dwg07/30/2020 - 9:01am eric -- - - -- - - 7/22/20RWN EPR 05/11/20RWN EPR 2018 IBC UPDATE 08/24/18TSB RWN INIT ISSUE (AS 18-5654) PHOTOCOPIES NOT
TO BE USED
LOUVER SPAN SCHEDULE
LOUVER SPAN SCHEDULE NOTES:
1.DEFLECTION REQUIREMENT SHALL BE DETERMINED BASED ON THE
INTERNATIONAL BUILDING CODE ALONG WITH ANY LOCAL JURISDICTION
REQUIREMENTS.
DESIGN
PRESSURE
ALLOWABLE LOUVER SPAN
L/60
DEFLECTION
LIMIT
L/80
DEFLECTION
LIMIT
L/180
DEFLECTION
LIMIT
20 PSF 192.0'' 192.0'' 155.1''
25 PSF 192.0'' 188.7'' 144.0''
30 PSF 192.0'' 177.6'' 135.5''
35 PSF 185.7'' 168.7'' 128.7''
40 PSF 177.6'' 161.3'' 123.1''
45 PSF 170.7'' 155.1'' 118.4''
50 PSF 163.3'' 149.8'' 114.3''
55 PSF 155.7'' 145.1'' 110.7''
60 PSF 149.0'' 141.0'' 107.6''
3' MAX FOR
SINGLE BEAM
4' MAX FOR
DOUBLE BEAM
N.T.S.
FREESTANDING
PLAN
N.T.S.
HOST ATTACHED
PLAN
3'
MAX
N.T.S.
FREESTANDING
PLAN
N.T.S.
HOST ATTACHED
PLAN
3'
MAX
3' MAX FOR
SINGLE BEAM
4' MAX FOR
DOUBLE BEAM
OVERHANG OPTIONS
(SEE SHEETS 4 AND 5 FOR BEAM TO POST
ATTACHMENT DETAILS)
05/04/2021
06/29/21