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Home My WebLink AboutS012 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- - - -DESIGN PRESSURE LOUVER SPAN ALLOWABLE BEAM SPAN 36) 96'' 288.00'' 108'' 288.00'' 120'' 288.00'' 132'' 288.00'' 144'' 288.00'' 156'' 288.00'' 168'' 288.00'' 180'' 288.00'' 192'' 288.00'' 36) 96'' 288.00'' 108'' 288.00'' 120'' 288.00'' 132'' 288.00'' 144'' 288.00'' 156'' 288.00'' 168'' 282.48'' 180'' 272.90'' 192'' 264.24'' 36) 96'' 288.00'' 108'' 288.00'' 120'' 288.00'' 132'' 288.00'' 144'' 278.53'' 156'' 267.60'' 168'' 257.87'' 180'' 249.13'' 192'' 241.22'' DESIGN PRESSURE LOUVER SPAN ALLOWABLE BEAM SPAN 36) 96'' 288.00'' 108'' 288.00'' 120'' 282.48'' 132'' 269.34'' 144'' 257.87'' 156'' 247.75'' 168'' 238.74'' 180'' 230.65'' 192'' 223.32'' 36) 96'' 288.00'' 108'' 278.53'' 120'' 264.24'' 132'' 251.94'' 144'' 241.22'' 156'' 231.75'' 168'' 223.32'' 180'' 215.75'' 192'' 208.90'' 36) 96'' 278.53'' 108'' 262.60'' 120'' 249.13'' 132'' 237.53'' 144'' 227.42'' 156'' 218.50'' 168'' 210.55'' 180'' 203.41'' 192'' 196.95'' DESIGN PRESSURE LOUVER SPAN ALLOWABLE BEAM SPAN 36) 96'' 264.24'' 108'' 249.13'' 120'' 236.34'' 132'' 225.34'' 144'' 215.75'' 156'' 207.29'' 168'' 199.75'' 180'' 192.97'' 192'' 186.84'' 36) 96'' 251.94'' 108'' 237.53'' 120'' 225.34'' 132'' 214.86'' 144'' 205.71'' 156'' 197.64'' 168'' 190.45'' 180'' 183.99'' 192'' 178.15'' 36) 96'' 241.22'' 108'' 227.42'' 120'' 215.75'' 132'' 205.71'' 144'' 196.95'' 156'' 189.23'' 168'' 182.34'' 180'' 176.16'' 192'' 170.57'' MAIN BEAM SPAN SCHEDULE (DOUBLE) END BEAM MAIN BEAM SPAN SCHEDULE (DOUBLE) NOTES: 1. A MAIN BEAM SHALL BE CONSIDERED AN INTERIOR BEAM IF THERE ARE LOUVERS ON BOTH SIDES OF THE BEAM (BEYOND THE ALLOWED OVERHANG ON SHEET 8). OTHERWISE, THE BEAM IS CONSIDERED AN END BEAM. 2. DEFLECTION LIMIT OF L/90 USED FOR DETERMINATION OF ALLOWABLE BEAM SPANS PER THE INTERNATIONAL BUILDING CODE. MAIN BEAM SPAN SCHEDULE (DOUBLE) INTERIOR BEAM DESIGN PRESSURE LOUVER SPAN ALLOWABLE BEAM SPAN 36) 96'' 288.00'' 108'' 278.53'' 120'' 264.24'' 132'' 251.94'' 144'' 241.22'' 156'' 231.75'' 168'' 223.32'' 180'' 215.75'' 192'' 208.90'' 36) 96'' 264.24'' 108'' 249.13'' 120'' 236.34'' 132'' 225.34'' 144'' 215.75'' 156'' 207.29'' 168'' 199.75'' 180'' 192.97'' 192'' 186.84'' 36) 96'' 241.22'' 108'' 227.42'' 120'' 215.75'' 132'' 205.71'' 144'' 196.95'' 156'' 189.23'' 168'' 182.34'' 180'' 176.16'' 192'' 170.57'' DESIGN PRESSURE LOUVER SPAN ALLOWABLE BEAM SPAN 36) 96'' 223.32'' 108'' 210.55'' 120'' 199.75'' 132'' 190.45'' 144'' 182.34'' 156'' 175.19'' 168'' 168.82'' 180'' 163.09'' 192'' 157.91'' 36) 96'' 208.90'' 108'' 196.95'' 120'' 186.84'' 132'' 178.15'' 144'' 170.57'' 156'' 163.87'' 168'' 157.91'' 180'' 152.56'' 192'' 147.71'' 36) 96'' 196.95'' 108'' 185.69'' 120'' 176.16'' 132'' 167.96'' 144'' 160.81'' 156'' 154.50'' 168'' 148.88'' 180'' 143.83'' 192'' 139.27'' DESIGN PRESSURE LOUVER SPAN ALLOWABLE BEAM SPAN 36) 96'' 186.84'' 108'' 176.16'' 120'' 167.12'' 132'' 159.34'' 144'' 152.56'' 156'' 146.57'' 168'' 141.24'' 180'' 136.45'' 192'' 132.12'' 36) 96'' 178.15'' 108'' 167.96'' 120'' 159.34'' 132'' 151.93'' 144'' 145.46'' 156'' 139.75'' 168'' 134.67'' 180'' 130.10'' 192'' 125.97'' 36) 96'' 170.57'' 108'' 160.81'' 120'' 152.56'' 132'' 145.46'' 144'' 139.27'' 156'' 133.80'' 168'' 128.94'' 180'' 124.56'' 192'' 120.61'' PHOTOCOPIES NOT TO BE USED 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