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VALID FOR 1 PERMIT ONLY U.N.O.REMARKS DRWN CHKD DATESCALE:
COPYRIGHT ENGINEERING EXPRESSC:\Users\colby\Engineering Express\Production - Documents\Projects\20-25436 Aluminum Louvered Roof\WP\Drawings & CAD\20-25436n Louvered Roof MPS.dwg07/23/2021 - 1:44pm colby INIT ISSUE (18-5654) RWN TSB 8/24/182018 IBC EPR RWN 5/11/20DETAIL UPDATES EPR RWN 7/22/202021 UPDATE CCB AEM 7/13/21- - - -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)
VALID ONLY FOR ZIP CODE: 46033
VALID ONLY FOR: Cutting Edge
Hardscapes
FOR PERMIT USE WITHIN 14 DAYS
OF DIGITAL SEAL
PE10606888
09/13/21