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16 High Meadow Rd - Load Calc sheets for beamsCS l3= 2021.5.0.8 Kelley IdnBea %JwXI8.9.0.1 Northampton Materials Database 1587 f L� P� (!J' 3-25-22 8:23am 1 Of 1 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 9.6 PLF Filename: Beaml Other Loads Type Trib. (Description) Side Begin End Width Replacement Uniform (PSF) Top Cr 0.001, 8' 0.00" 15 6.00" Point(LBS) Top 2 2.00" Additional Uniform (PLF) Top 0 0.001, 8' 0.00" Additional Uniform (PSF) TOP 0 OXI 2 2.00" T 4W Other Dead start End Start End 30 10 3206 1374 0 56 35 15 Category Live Snow Live Snow T 8 0 0 8 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0'0.000" Wall SPF#3/Siud2xor4xEnd-Gratin (650psi) WA 2 8'0.000" Wall SPF#3rSiud2xor4xEnd-Grain i N/A 2AW' 5643# - 1.51T' 3451# - laximum Load Case Reactions od for applying port bads (or ine bads) to carryiig members Lim Snow Dead 1 1894# 2820# 2107# 2 1894# 960# 1310# Design spans 8' 1.750" Product: 1-3/4x9-1/2 VERSA -LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0" oc Minimum 2A8" bearing required at bearing # 1 Minimum 1 S2" bearing required at bearing # 2 Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of 0.00' along the bottom chord. Allowable Stress Design Actual Abwable Capacity Positive Moment 10451.W 160519# 65% Shear 4953# 7265.# 68° o TL Deflection 0=1 0.4073" 1-420 LL Deflection 0.1453' 02715' L/672 Location Loading 2.17 Total LoadD+0.75(L+S) -0.06' Total Load D+0.75(L+S) 3.59 Total Load D+0.75(L+S) 3.59 Total Load 0.7 L+S Control: Shear DOLs: Live=100% Snov. 115% Ibo1=1250/o Wind=160% Ar product names are trademarls of their respective owners Copyright (C) 2018 by Sripson Strong -To Company he ALL RGHTS RESERVED. "Passrg is defined as When the men ber, floor lost, team gnier, sxrnn on this drawing meets appicable desgn criteria for Loads, Loading Conditions, and Spans listed on this sheet. The mu5 be revewed b a uall ed ner or d or essonal as requied for approval. This desqn assures product rsalation acoofong to the manufacturer s spediflUftims CS Beam MI.5.0.8 Kelley krrNbteri lsDatnew18.V NOtthatttptm Materials Database 1587 �j `1r' �G` }P am, } 91' �`;� t \ �- V" 3-25-22 8: 1 Of 1 of I Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 7.3 PLF Filename: 8 ft Beam 1 X Other Loads Type Trb. Other Dead (Description) Side Begin End width start End start End Category Replacement Uniform (PSF) Top 0 0.00' 4'10.00' T 4.00' 30 10 Live Point(LBS) Top 2 7.00" 3206 1374 Snow Additional Uniform (PLF) Top 0 0.00" 4' 10.00' 0 100 Live Additional Uniform (PSF) TOP 0 0.00" 2 7.00' 7 4.00' 35 15 Snow T T 410 0 O O 410 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 00.000' Wall SPF#3/StA2xor4xEnd-Grain(650psi) N/A 1.500' 3301# — 2 4'10.009' Wall SPF#3/Shd2xor4xErcl-Grain N/A 1.500' 3153# — 'laximum Load Case Reactions ,ed for appWV poet bads (or ine bads) to can og members Live Snow Dead 1 548# 1996# 1305# 2 548# 1892# 1261# Design spans 4' 11.750" Product: 1-3/4x7-1/4 VERSA -LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Connect memberswith 2 rows of 16d common nails at 12.0" oc Minimum 1.50" bearing required at bearing # 1 Minimum 1.50" bearing required at bearing # 2 Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of 0.00' along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 6836N 9634.Y# 70% 2.59 Total Load D+S Shear 3044.# 5544.# 54% 4.41' Total Load D+S TL Deflection 0.1148" 02490' U520 2.42 Total Load D+S LL Deflection 0.0726' 0.166(Y' L/824 2.42 Total Load S Control. Po&b\,e lvbment DOLs: bve=100% Snov,F115% Roof=125% Wind=160% Al product names are Vadernaft of their mq)ecWe a ws Copyright (C) 2018 by Sirpson Strong-Te Company he ALL R1GHTS RESERVED. "Pangs defined as Men the member, floor joN, beam or girds S �o+ar on the drawrrg meets appkaUle desgn criteria for Loads, Loafing ConditvrS and Spans iSetl on the 5reet. The mwst be ravened b a uaified er or es9onal as uied far approval. Ths d assumes ud t�aiatbn aoxxdh to the manufacturer's