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Report (5) . Genes Deck �5� /6- —�0/ 7 1-26-16 : ey�Be r r / 1/ �l 4 s w // .� /9l g:�2of 1 CS Beam 4.1126.1 lanBeamEngine 4.11.26.1 Materials Database 1516 Member Data Description: RBI Member Type: Girder Application: Roof Ridge Beam Top Lateral Bracing: Continuous Slope: 0.00/ 12 '.41", Bottom Lateral Bracing: Continuous ww 4 ,, y Standard Load: Moisture Condition: Dry Building Code: IBC/IRC a `,, ,,:- Snow Load: 25 PLF Deflection Criteria: L/240 live, L/180 total . PO ,„., Dead Load: 15 PLF Deck Connection: Nailed Member Weight: , . v. Jo Filename: RBI c5( i, t Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PLF) Top 0' 0.00" 16' 0.00" 288 173 Snow 16 0 0 7 1600 ®/ Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 3.500" 1.500" 4000# -- 2 16' 0.000" Wall DFL Plate(625psi) 3.500" 1.500" 4000# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Snow Dead 1 2436# 1565# 2 2436# 1565# Design spans 15' 6.750" Product: 5 1/2 x 10 1/2 Rosboro Glulam Arch 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 15564.# 23244.# 66% 8' Total Load D+S Shear 3551.# 11733.# 30% 0.23' Total Load D+S Max.Reaction 4000.# 12031.# 33% 16' Total Load D+S TL Deflection 0.7104" 1.0375" L/262 8' Total Load D+S LL Deflection 0.4325" 0.7781" L/431 8' Total Load S Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% All product names are trademarks of their respective owners Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. **Passing is defined as when the member,fioorjoist,beam or girderr shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. The design must be reviewed bya qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. i Genes Deck 1-18-16 8:23am loft CS Beam 4.11.26.1 lanBeamEngine 4.1126.1 Materials Database 1516 Member Data Description:RB2 Member Type: Girder Application: Roof Roof Beam Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Snow Load: 25 PLF Deflection Criteria: L/240 live, L/180 total Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 13.1 PLF Filename: RB2 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Additional Uniform(PLF) Top 0' 0.00" 16' 0.00" 144 87 Snow r mss•w' .>.,,:dd,. .. -,�' ,,.�'.,� :. ,s.�, ';,�„ ., 1600 p 16 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 3.500" 1.500" 2211# -- 2 16' 0.000" Wall DFL Plate(625psi) 3.500" 1.500" 2211# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Snow Dead 1 1315# 896# 2 1315# 896# Design spans 15' 6.750" Product: 5 1/2 x 10 1/2 Rosboro Glulam Arch 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 8601.# 23244.# 37% 8' Total Load D+S Shear 1962.# 11733.# 16% 15' Total Load D+S Max.Reaction 2211.# 12031.# 18% 0' Total Load D+S TL Deflection 0.3926" 1.0375" L/475 8' Total Load D+S LL Deflection 0.2335" 0.7781" L/799 8' Total Load S Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% All product names are trademarks of their respective owners Copyright(C)2013 by Simpson Strong-Tie Companylnc.ALL RIGHTS RESERVED. **Passing is defined as when the member,floorjoist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. The design must be reviewed bya qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. Genes Deck 1-18-16 r K@y e l " 8:22am 1of1 CS Beam 4.11.26.1 lanBeamEngine 4.11.26.1 Materials Database 1516 Member Data Description: RB3 Member Type: Girder Application: Roof Ridge Support Beam Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Snow Load: 25 PLF Deflection Criteria: L/240 live, U180 total Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 16.0 PLF Filename: RB3 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Point(LBS) Top 11' 6.00" 2436 1565 Snow 2300 7 2300 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 3.500" 1.500" 2632# -- 2 23' 0.000" Wall DFL Plate(625psi) 3.500" 1.500" 2632# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Snow Dead 1 1500# 1132# 2 1500# 1132# Design spans 22' 6.750" Product: 5 1/2 x 12 Rosboro Glulam Arch 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 26132.# 29931.# 87% 11.5' Total Load D+S Shear 2576.# 13409.# 19% 22.64' Total Load D+S Max.Reaction 2632.# 12031.# 21% 0' Total Load D+S TL Deflection 1.3893" 1.5042" L/194 11.5' Total Load D+S LL Deflection 0.8087" 1.1281" L/334 11.5' Total Load S Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% All product names are trademarks of their respective owners Copyright(C)2013 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined as when the member,floor joist,beam orgirder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturer's specifications. 1 Genes Deck 1-26-16 Keyte 8:58am 1of1 CS Beam 4.11.26.1 kmBeamEngine 4.11.26.1 Materials Database 1516 Member Data Description: RB4 Member Type: Girder Application: Roof Header over Master Slider Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Snow Load: 25 PLF Deflection Criteria: L/240 live, L/180 total Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: RB4 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Point(LBS) Top 4' 0.00" 1375 825 Snow iimmimmimmiimmmimmip / / O 8 0 0 / soo �/ Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall DFL Plate(625psi) 3.500" 1.500" 1287# -- 2 8' 0.000" Wall DFL Plate(625psi) 3.500" 1.500" 1287# -- Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Snow Dead 1 782# 505# 2 782# 505# Design spans 7' 6.750" Product: Douglas Fir-Larch #2 4 x 12 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4513.# 7004.# 64% 4' Total Load D+S Shear 1240.# 5434.# 22% 0.23' Total Load D+S Max.Reaction 1287.# 7656.# 16% 0' Total Load D+S LL Deflection 0.0350" 0.3781" L/999+ 4' Total Load S TL Deflection 0.0570" 0.5042" L/999+ 4' Total Load D+S Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 All product names are trademarks of their respective owners Copyright(C)2013 by Simpson Strong-Tie Companylnc.ALL RIGHTS RESERVED. "Passing is defined as when the member,floorjoist,beam orgirder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. The design must be reviewed bya qualified designer or design professional as required for approval.This design assumes product installation according to the manufacturers specifications.