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HomeMy WebLinkAboutSPECS - 04-00213 - 636 Autumn Ct - New SFRReaction LL =1643.3 lbs DL =616.2 lbs TL =2259.6 lbs Min Bearing =1.5 in Based on top edge having continuous lateral support. Increase in allowable for duration of load = 15 % BENDING = 66.9% of the allowed ALLOWED = 48962. inch/lbs ACTUAL = 32764. inch/lbs Bending OK SHEAR - No increase ALLOWED = 2376.2 pounds ACTUAL = 1694.7 pounds Shear OK Reaction LL =1643.3 lbs DL =616.2 lbs TL =2259.6 lbs Min Bearing =1.5 in DEFLECTION L/180 =.3222 inches L/240 = .2417 inches L/360 = .1611 inches L/480 = .1208 inches TL Deflection = .0502" - L/1155 LL Deflection = .0365" - L/1588 Deflection OK (floor or roof) Plan Analyst Software HDC ENTERPRISES LLC B-1 FRONT PORCH ROOF by Ben Weese and Assoc. 5298 WEST 3800 SOUTH www.plananalyst.com REXBURG, IDAHO 83440 208-359-1719 Reaction LL =3200. lbs DL =1200. lbs TL =4400. lbs 0 Min Bearing =2.3 in Based on top edge having continuous lateral support. Increase in allowable for duration of load = 15 % BENDING = 61.2% of the allowed ALLOWED = 172500. inch/lbs ACTUAL = 105600. inch/lbs Bending OK SHEAR - No increase ALLOWED = 5462.5 pounds ACTUAL = 3300. pounds Shear OK Reaction LL =3200. lbs DL =1200. lbs ,TL =4400. lbs Min Bearing =2.3 in DEFLECTION L/180 = .5333 inches L/240 = .4 inches L/360 = .2667 inches L/480 = .2 inches TL Deflection = .1408" - L/682 LL Deflection = .1024" - L/938 Deflection OK (floor or roof) Plan Analyst Software LL= 800 plf HDC ENTERPRISES LLC DL= 300 plf by Ben Weese and Assoc. 1 - 3 1/8 x 12 Glu -Lam —y 8'-00" www.planonalyst.com u REXBURG, IDAHO 83440 Min Bearing =2.3 in Based on top edge having continuous lateral support. Increase in allowable for duration of load = 15 % BENDING = 61.2% of the allowed ALLOWED = 172500. inch/lbs ACTUAL = 105600. inch/lbs Bending OK SHEAR - No increase ALLOWED = 5462.5 pounds ACTUAL = 3300. pounds Shear OK Reaction LL =3200. lbs DL =1200. lbs ,TL =4400. lbs Min Bearing =2.3 in DEFLECTION L/180 = .5333 inches L/240 = .4 inches L/360 = .2667 inches L/480 = .2 inches TL Deflection = .1408" - L/682 LL Deflection = .1024" - L/938 Deflection OK (floor or roof) Plan Analyst Software HDC ENTERPRISES LLC B-2 REAR PORCH ROOF by Ben Weese and Assoc. 5298 WEST 3800 SOUTH www.planonalyst.com REXBURG, IDAHO 83440 208-359-1719 Reaction LL =4170. lbs DL =1563.8 lbs TL =5733.8 lbs Min Bearing =2.6 in Based on top edge having continuous lateral support. Increase in allowable for duration of load = 0 % BENDING = 93.% of the allowed ALLOWED = 214178.5 inch/lbs ACTUAL = 199247.8 inch/lbs Bending OK SHEAR - No increase ALLOWED = 7896.9 pounds ACTUAL = 4754.1 pounds Shear OK Reaction LL =4170. lbs DL =1563.8 lbs TL =5733.8 lbs Min Bearing =2.6 in DEFLECTION L/180 = .7722 inches L/240 =.5792 inches L/360 = .3861 inches L/480 =.2896 inches TL Deflection = .4321" - L/322 LL Deflection = .3143" - L/442 Deflection OK (floor or roof) Plan Analyst Software HDC ENTERPRISES LLC B-3 FLOOR BEAM @ STAIR by Ben Weese and Assoc. 5298 WEST 3800 SOUTH www.planonalyst.com REXBURG, IDAHO 83440 208-359-1719 Reaction LL =1890. lbs DL =708.8 lbs TL =2598.8 lbs Min Bearing =1.5 in Based on top edge having continuous lateral support. Increase in allowable for duration of load = 0 % BENDING = 71.9% of the allowed ALLOWED = 56953.1 inch/lbs ACTUAL = 40930.3 inch/lbs Bending OK SHEAR - No increase ALLOWED = 2137.5 pounds ACTUAL = 1670.6 pounds Shear OK Reaction LL =1890. lbs DL =708.8 lbs TL =2598.8 lbs Min Bearing =1.5 in DEFLECTION L/180 = .35 inches L/240 = .2625 inches L/360 = .175 inches L/480 = .1312 inches TL Deflection = .0297" - L/2120 LL Deflection = .0216" - L/2915 Deflection OK (floor or roof) Plan Analyst Software HDC ENTERPRISES LLC B-4 FLOOR BEAM @ STAIR by Ben Weese and Assoc. 5298 WEST 3800 SOUTH www.plananalyst.com REXBURG, IDAHO 83440 208-359-1719