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32A-201 2ND FLOOR GIRDER CALCS(5)CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 1 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG1 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.9 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 3' 0.63" 192 48 Live Replacement Uniform (PLF) Top 3' 0.63" 3' 9.50" -63 0 Snow Replacement Uniform (PLF) Top 3' 0.63" 3' 9.50" 147 -12 Live 1 2 3 9 8 3 9 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Girder N/A N/A N/A 392# -- 2 3' 9.500" Girder N/A N/A N/A 352# -16# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 307# -1# 85# 2 290# -25# 62# Design spans 3' 2.500" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 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 312.'# 10637.'# 2% 1.9' Total Load D+L Negative Moment 2.'# 12233.'# 0% 3.18' Total Load D+S Shear 155.# 3948.# 3% 2.54' Total Load D+L TL Deflection 0.0012" 0.1604" L/999+ 1.9' Total Load D+L LL Deflection 0.0010" 0.1069" L/999+ 1.9' Total Load L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 2 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG2 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.9 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 3' 10.63" 47 12 Live Replacement Uniform (PLF) Top 3' 10.63" 3' 11.50" 47 12 Live Replacement Uniform (PLF) Top 3' 10.63" 3' 11.50" 126 13 Live 1 2 3 11 8 3 11 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Girder N/A N/A N/A 105# -- 2 3' 11.500" Wall N/A N/A 1.500" 105# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Dead 1 77# 29# 2 77# 29# Design spans 3' 3.375" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 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 86.'# 10637.'# 0% 1.93' Total Load D+L Shear 42.# 3948.# 1% 2.59' Total Load D+L TL Deflection 0.0010" 0.1641" L/999+ 1.93' Total Load D+L LL Deflection 0.0010" 0.1094" L/999+ 1.93' Total Load L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 3 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG3 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.9 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 0' 10.75" 0 26 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 10.94" -53 -13 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 10.94" 6 1 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 10.94" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 10.94" 40 13 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 10.94" 85 85 Snow Replacement Uniform (PLF) Top 0' 10.75" 7' 0.75" 0 35 Live Replacement Uniform (PLF) Top 7' 0.75" 7' 10.94" 0 27 Live 1 2 7 10 15 7 10 15 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 945# -215# 2 7' 10.938" Wall N/A N/A 1.500" 946# -215# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 260# 303# 523# 2 260# 303# 524# Design spans 7' 1.688" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 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 1695.'# 12233.'# 13% 3.96' Total Load D+0.75(L+S) Negative Moment 386.'# 10637.'# 3% 3.96' Total Load D+L Shear 687.# 4541.# 15% 0.4' Total Load D+0.75(L+S) TL Deflection 0.0318" 0.3571" L/999+ 3.96' Total Load D+0.75(L+S) LL Deflection 0.0142" 0.2380" L/999+ 3.96' Total Load 0.75(L+S) Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 4 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG4 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.7 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 10' 9.75" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 10' 9.75" 27 7 Live Replacement Uniform (PLF) Top 4' 5.75" 6' 7.75" 319 0 Snow Replacement Uniform (PLF) Top 4' 5.75" 9' 5.75" 1 186 Live Replacement Uniform (PLF) Top 6' 7.75" 10' 9.75" 319 45 Snow Replacement Uniform (PLF) Top 9' 5.75" 10' 9.75" 1 262 Live Point (LBS) Top 0' 4.63" 0 5 Live Point (LBS) Top 0' 4.63" 248 80 Snow Point (LBS) Top 4' 8.00" 1 456 Live Point (LBS) Top 4' 8.00" 856 0 Snow 1 2 10 9 12 10 9 12 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 2137# -- 2 10' 9.750" Wall N/A N/A 1.500" 3008# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 270# 1302# 836# 2 272# 1701# 1306# Design spans 10' 0.500" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS NOTE: Pass-thru framing is required at point loads over bearings. 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 7554.'# 24466.'# 30% 5.41' Total Load D+S Shear 2366.# 9081.# 26% 9.47' Total Load D+S TL Deflection 0.1333" 0.5021" L/903 5.41' Total Load D+S LL Deflection 0.0792" 0.3347" L/999+ 5.41' Total Load S Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 5 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG5 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 17.6 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 1' 5.00" 1 72 Live Replacement Uniform (PLF) Top 0' 0.00" 1' 5.00" 200 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 15' 0.00" -53 -13 Live Replacement Uniform (PLF) Top 0' 0.00" 15' 0.00" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 15' 0.00" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 15' 0.00" 40 13 Live Replacement Uniform (PLF) Top 0' 0.00" 15' 0.00" 0 81 Live Replacement Uniform (PLF) Top 1' 5.00" 10' 5.75" 1 84 Live Replacement Uniform (PLF) Top 1' 5.00" 10' 5.75" 231 0 Snow Replacement Uniform (PLF) Top 1' 9.75" 15' 0.00" -21 -7 Snow Replacement Uniform (PLF) Top 10' 5.75" 13' 9.25" 0 30 Live Replacement Uniform (PLF) Top 10' 5.75" 15' 0.00" 78 6 Snow Point (LBS) Top 0' 4.63" -587 0 Snow Point (LBS) Top 0' 4.63" -2 -120 Live Point (LBS) Top 10' 5.00" 1 250 Live Point (LBS) Top 10' 5.00" 330 0 Snow Point (LBS) Top 14' 7.38" 0 6 Live Point (LBS) Top 14' 7.38" 1 70 Live Point (LBS) Top 14' 7.38" 91 10 Snow Point (LBS) Top 14' 7.38" 0 109 Live Point (LBS) Top 14' 7.38" 191 0 Snow 1 2 15 0 0 15 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 3240# -385# 2 15' 0.000" Wall N/A N/A 1.500" 3380# -198# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 667# 1032# 1403# 2 669# 1616# 1667# Design spans 14' 2.750" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS NOTE: Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 386lbs at bearing 1 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 11811.'# 38167.'# 30% 7.5' Total Load D+0.75(L+S) Negative Moment 1402.'# 33189.'# 4% 7.5' Total Load D+L CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 6 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Actual Allowable Capacity Location Loading Shear 2826.# 13622.# 20% 0.4' Total Load D+0.75(L+S) TL Deflection 0.2930" 0.7115" L/582 7.5' Total Load D+0.75(L+S) LL Deflection 0.1532" 0.4743" L/999+ 7.5' Total Load 0.75(L+S) Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4 % Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 7 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG6 Member Type: Girder Application: Roof Comments:Top Lateral Bracing: Continuous Slope: 0.00 / 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.9 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 4' 5.75" 1 105 Live Replacement Uniform (PLF) Top 0' 0.00" 4' 5.75" 292 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 8' 0.25" 0 1 Live Replacement Uniform (PLF) Top 0' 0.00" 8' 0.25" 6 1 Live Replacement Uniform (PLF) Top 0' 0.00" 8' 0.25" 27 7 Live Replacement Uniform (PLF) Top 4' 5.75" 8' 0.25" 0 25 Live Replacement Uniform (PLF) Top 4' 5.75" 8' 0.25" 70 0 Snow Point (LBS) Top 0' 4.63" 0 3 Live Point (LBS) Top 0' 4.63" 142 46 Snow 1 2 8 0 4 8 0 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 1477# -- 2 8' 0.250" Wall N/A N/A 1.500" 749# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 121# 1047# 430# 2 119# 509# 239# Design spans 7' 3.000" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS NOTE: Pass-thru framing is required at point loads over bearings. 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 2004.'# 12233.'# 16% 3.65' Total Load D+S Shear 879.# 4541.# 19% 0.4' Total Load D+S TL Deflection 0.0372" 0.3624" L/999+ 4.01' Total Load D+S LL Deflection 0.0259" 0.2416" L/999+ 4.01' Total Load S Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 8 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG9 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.9 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 0' 8.88" -63 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 0' 8.88" 148 -12 Live Replacement Uniform (PLF) Top 0' 8.88" 3' 9.50" 192 48 Live 1 2 3 9 8 3 9 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Girder N/A N/A N/A 352# -16# 2 3' 9.500" Girder N/A N/A N/A 392# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 290# -25# 62# 2 307# -1# 85# Design spans 3' 2.500" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 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 312.'# 10637.'# 2% 1.9' Total Load D+L Negative Moment 2.'# 12233.'# 0% 0.61' Total Load D+S Shear 155.# 3948.# 3% 0.3' Total Load D+L TL Deflection 0.0012" 0.1604" L/999+ 1.9' Total Load D+L LL Deflection 0.0010" 0.1069" L/999+ 1.9' Total Load L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 9 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG10 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.9 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 0' 5.50" 47 12 Live Replacement Uniform (PLF) Top 0' 0.00" 0' 5.50" 126 13 Live Replacement Uniform (PLF) Top 0' 5.50" 3' 11.50" 47 12 Live 1 2 3 11 8 3 11 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 115# -- 2 3' 11.500" Girder N/A N/A N/A 105# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Dead 1 86# 30# 2 77# 29# Design spans 3' 3.375" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 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 87.'# 10637.'# 0% 2.03' Total Load D+L Shear 42.# 3948.# 1% 2.68' Total Load D+L TL Deflection 0.0010" 0.1641" L/999+ 2.03' Total Load D+L LL Deflection 0.0010" 0.1094" L/999+ 2.03' Total Load L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 10 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG11 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.9 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 0' 10.25" 0 27 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 10.94" -53 -13 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 10.94" 6 1 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 10.94" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 10.94" 40 13 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 10.94" 85 85 Snow Replacement Uniform (PLF) Top 0' 10.25" 7' 0.25" 0 35 Live Replacement Uniform (PLF) Top 7' 0.25" 7' 10.94" 0 26 Live 1 2 7 10 15 7 10 15 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 946# -215# 2 7' 10.938" Wall N/A N/A 1.500" 945# -215# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 260# 303# 524# 2 260# 303# 523# Design spans 7' 1.688" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 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 1695.'# 12233.'# 13% 3.96' Total Load D+0.75(L+S) Negative Moment 386.'# 10637.'# 3% 3.96' Total Load D+L Shear 687.# 4541.# 15% 6.81' Total Load D+0.75(L+S) TL Deflection 0.0318" 0.3571" L/999+ 3.96' Total Load D+0.75(L+S) LL Deflection 0.0142" 0.2380" L/999+ 3.96' Total Load 0.75(L+S) Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 11 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG12 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.7 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 1' 4.00" 1 262 Live Replacement Uniform (PLF) Top 0' 0.00" 4' 2.00" 321 46 Snow Replacement Uniform (PLF) Top 0' 0.00" 10' 9.75" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 10' 9.75" 27 7 Live Replacement Uniform (PLF) Top 1' 4.00" 6' 4.00" 1 186 Live Replacement Uniform (PLF) Top 4' 2.00" 6' 4.00" 321 0 Snow Point (LBS) Top 6' 1.75" 1 456 Live Point (LBS) Top 6' 1.75" 856 0 Snow Point (LBS) Top 10' 5.13" 0 5 Live Point (LBS) Top 10' 5.13" 248 80 Snow 1 2 10 9 12 10 9 12 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 3017# -- 2 10' 9.750" Wall N/A N/A 1.500" 2140# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 272# 1708# 1309# 2 270# 1304# 836# Design spans 10' 0.500" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS NOTE: Pass-thru framing is required at point loads over bearings. 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 7571.'# 24466.'# 30% 5.41' Total Load D+S Shear 2373.# 9081.# 26% 0.4' Total Load D+S TL Deflection 0.1336" 0.5021" L/901 5.41' Total Load D+S LL Deflection 0.0794" 0.3347" L/999+ 5.41' Total Load S Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 12 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG13 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 17.6 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 4' 6.25" 78 6 Snow Replacement Uniform (PLF) Top 0' 0.00" 13' 2.25" -21 -7 Snow Replacement Uniform (PLF) Top 0' 0.00" 15' 0.00" -53 -13 Live Replacement Uniform (PLF) Top 0' 0.00" 15' 0.00" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 15' 0.00" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 15' 0.00" 40 13 Live Replacement Uniform (PLF) Top 0' 0.00" 15' 0.00" 0 81 Live Replacement Uniform (PLF) Top 1' 2.75" 4' 6.25" 0 30 Live Replacement Uniform (PLF) Top 4' 6.25" 13' 7.00" 1 84 Live Replacement Uniform (PLF) Top 4' 6.25" 13' 7.00" 231 0 Snow Replacement Uniform (PLF) Top 13' 7.00" 15' 0.00" 1 72 Live Replacement Uniform (PLF) Top 13' 7.00" 15' 0.00" 200 0 Snow Point (LBS) Top 0' 4.63" 0 6 Live Point (LBS) Top 0' 4.63" 1 70 Live Point (LBS) Top 0' 4.63" 91 10 Snow Point (LBS) Top 0' 4.63" 0 109 Live Point (LBS) Top 0' 4.63" 191 0 Snow Point (LBS) Top 4' 7.00" 1 250 Live Point (LBS) Top 4' 7.00" 330 0 Snow Point (LBS) Top 14' 7.38" -587 0 Snow Point (LBS) Top 14' 7.38" -2 -120 Live 1 2 15 0 0 15 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 3380# -198# 2 15' 0.000" Wall N/A N/A 1.500" 3240# -385# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 669# 1616# 1667# 2 667# 1032# 1403# Design spans 14' 2.750" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS NOTE: Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 386lbs at bearing 2 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 11811.'# 38167.'# 30% 7.5' Total Load D+0.75(L+S) Negative Moment 1402.'# 33189.'# 4% 7.5' Total Load D+L CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 13 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Actual Allowable Capacity Location Loading Shear 2826.# 13622.# 20% 13.9' Total Load D+0.75(L+S) TL Deflection 0.2930" 0.7115" L/582 7.5' Total Load D+0.75(L+S) LL Deflection 0.1532" 0.4743" L/999+ 7.5' Total Load 0.75(L+S) Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4 % Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 14 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG14 Member Type: Girder Application: Roof Comments:Top Lateral Bracing: Continuous Slope: 0.00 / 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.9 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 3' 6.50" 0 25 Live Replacement Uniform (PLF) Top 0' 0.00" 3' 6.50" 70 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 8' 0.25" 0 1 Live Replacement Uniform (PLF) Top 0' 0.00" 8' 0.25" 6 1 Live Replacement Uniform (PLF) Top 0' 0.00" 8' 0.25" 27 7 Live Replacement Uniform (PLF) Top 3' 6.50" 8' 0.25" 1 105 Live Replacement Uniform (PLF) Top 3' 6.50" 8' 0.25" 292 0 Snow Point (LBS) Top 7' 7.63" 0 3 Live Point (LBS) Top 7' 7.63" 142 46 Snow 1 2 8 0 4 8 0 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 749# -- 2 8' 0.250" Wall N/A N/A 1.500" 1477# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 119# 509# 239# 2 121# 1047# 430# Design spans 7' 3.000" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS NOTE: Pass-thru framing is required at point loads over bearings. 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 2004.'# 12233.'# 16% 4.37' Total Load D+S Shear 879.# 4541.# 19% 6.91' Total Load D+S TL Deflection 0.0372" 0.3624" L/999+ 4.01' Total Load D+S LL Deflection 0.0259" 0.2416" L/999+ 4.01' Total Load S Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 15 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG17 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.9 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 3' 3.50" 13 3 Live Replacement Uniform (PLF) Top 0' 0.00" 12' 11.00" -53 -13 Live Replacement Uniform (PLF) Top 0' 0.00" 12' 11.00" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 12' 11.00" 40 13 Live Replacement Uniform (PLF) Top 3' 3.50" 12' 11.00" 27 7 Live Point (LBS) Top 0' 4.63" 12 1669 Live Point (LBS) Top 0' 4.63" 3841 0 Snow Point (LBS) Top 3' 5.25" -2 0 Snow Point (LBS) Top 3' 5.25" 307 98 Live Point (LBS) Top 12' 6.38" 0 162 Live Point (LBS) Top 12' 6.38" 2 168 Live Point (LBS) Top 12' 6.38" 463 0 Snow 1 2 12 11 0 12 11 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 5774# -- 2 12' 11.000" Wall N/A N/A 1.500" 1380# -36# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 774# 3840# 1932# 2 641# 462# 552# Design spans 12' 1.750" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS NOTE: Pass-thru framing is required at point loads over bearings. 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 2940.'# 10637.'# 27% 5.85' Total Load D+L Negative Moment 1119.'# 10637.'# 10% 6.46' Total Load D+L Shear 917.# 3948.# 23% 0.4' Total Load D+L TL Deflection 0.1610" 0.6073" L/905 6.46' Total Load D+L LL Deflection 0.1198" 0.4049" L/999+ 6.46' Total Load L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 16 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG18 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.7 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 7' 4.50" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 20' 0.00" 27 7 Live Replacement Uniform (PLF) Top 7' 4.50" 17' 4.50" 13 3 Live Replacement Uniform (PLF) Top 17' 4.50" 20' 0.00" 27 7 Live Point (LBS) Top 7' 2.75" -26 0 Snow Point (LBS) Top 7' 2.75" 290 75 Live Point (LBS) Top 17' 6.25" 89 47 Live 1 2 3 15 8 12 4 3 4 20 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 608# -- 2 15' 8.750" Wall N/A N/A 1.500" 1633# -- 3 20' 0.000" Girder N/A N/A N/A 24# -529# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 429# -10# 179# 2 1131# -29# 502# 3 -420# 14# -108# Design spans 15' 4.125" 3' 11.750" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 530lbs at bearing 3 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2327.'# 21275.'# 10% 7.23' Odd Spans D+L Negative Moment 2421.'# 21275.'# 11% 15.73' Total Load D+L Shear 756.# 7897.# 9% 15.74' Total Load D+L TL Deflection 0.0746" 0.7672" L/999+ 7.22' Odd Spans D+L LL Deflection 0.0535" 0.5115" L/999+ 7.22' Odd Spans L Control: Negative Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 17 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG19 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 5.9 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 12' 11.00" -53 -13 Live Replacement Uniform (PLF) Top 0' 0.00" 12' 11.00" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 12' 11.00" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 12' 11.00" 40 13 Live Point (LBS) Top 0' 4.63" 0 162 Live Point (LBS) Top 0' 4.63" 2 168 Live Point (LBS) Top 0' 4.63" 463 0 Snow Point (LBS) Top 9' 5.75" -2 0 Snow Point (LBS) Top 9' 5.75" 307 98 Live Point (LBS) Top 12' 6.38" 12 1669 Live Point (LBS) Top 12' 6.38" 3841 0 Snow 1 2 12 11 0 12 11 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 1384# -36# 2 12' 11.000" Wall N/A N/A 1.500" 5782# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 646# 462# 553# 2 809# 3840# 1941# Design spans 12' 1.750" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS NOTE: Pass-thru framing is required at point loads over bearings. 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 2981.'# 10637.'# 28% 7.07' Total Load D+L Negative Moment 1119.'# 10637.'# 10% 6.46' Total Load D+L Shear 944.# 3948.# 23% 11.92' Total Load D+L TL Deflection 0.1633" 0.6073" L/892 6.46' Total Load D+L LL Deflection 0.1216" 0.4049" L/999+ 6.46' Total Load L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 18 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG20 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.7 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 20' 0.00" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 20' 0.00" 27 7 Live Point (LBS) Top 2' 5.75" 89 47 Live Point (LBS) Top 12' 9.25" -26 0 Snow Point (LBS) Top 12' 9.25" 290 75 Live 1 2 3 4 3 4 15 8 12 20 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Girder N/A N/A N/A 16# -592# 2 4' 3.250" Wall N/A N/A 1.500" 1843# -- 3 20' 0.000" Wall N/A N/A 1.500" 631# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 -471# 14# -120# 2 1299# -29# 544# 3 447# -10# 184# Design spans 3' 11.750" 15' 4.125" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 593lbs at bearing 1 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2484.'# 21275.'# 11% 12.77' Even Spans D+L Negative Moment 2679.'# 21275.'# 12% 4.27' Total Load D+L Shear 861.# 7897.# 10% 4.28' Total Load D+L TL Deflection 0.0806" 0.7672" L/999+ 12.78' Even Spans D+L LL Deflection 0.0583" 0.5115" L/999+ 12.78' Even Spans L Control: Negative Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 19 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG21 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.7 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 3' 9.50" -248 -7 Live Replacement Uniform (PLF) Top 0' 0.00" 3' 9.50" 47 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 4' 2.88" 212 53 Live Replacement Uniform (PLF) Top 3' 9.50" 7' 4.63" 47 12 Live Replacement Uniform (PLF) Top 4' 2.88" 7' 5.50" 212 53 Live Replacement Uniform (PLF) Top 7' 4.63" 7' 5.50" 47 12 Live Point (LBS) Top 3' 7.75" -166 -84 Live Point (LBS) Top 3' 7.75" 15 0 Snow 1 2 7 5 8 7 5 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 971# -735# 2 7' 5.500" Wall N/A N/A 1.500" 1068# -302# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 745# 127# 226# 2 823# 48# 245# Design spans 6' 8.250" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 736lbs at bearing 1 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 303lbs at bearing 2 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1705.'# 21275.'# 8% 3.8' Total Load D+L Negative Moment 1113.'# 21275.'# 5% 3.39' Total Load D+L Shear 737.# 7897.# 9% 6.4' Total Load D+L TL Deflection 0.0140" 0.3344" L/999+ 3.78' Total Load D+L LL Deflection 0.0108" 0.2229" L/999+ 3.78' Total Load L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 DennoRich51PhillipsPlace - Lev 12-11-14 11:02am 20 of 20 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 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 by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG22 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.7 PLF Filename: Q:\DennoRich Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 0' 5.50" 47 12 Live Replacement Uniform (PLF) Top 0' 0.00" 3' 2.63" 212 53 Live Replacement Uniform (PLF) Top 0' 5.50" 3' 8.00" 47 12 Live Replacement Uniform (PLF) Top 3' 2.63" 7' 5.50" 212 53 Live Replacement Uniform (PLF) Top 3' 8.00" 7' 5.50" -248 -7 Live Replacement Uniform (PLF) Top 3' 8.00" 7' 5.50" 47 0 Snow Point (LBS) Top 3' 9.75" -166 -84 Live Point (LBS) Top 3' 9.75" 15 0 Snow 1 2 7 5 8 7 5 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 1068# -302# 2 7' 5.500" Wall N/A N/A 1.500" 971# -735# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 823# 48# 245# 2 745# 127# 226# Design spans 6' 8.250" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 303lbs at bearing 1 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 736lbs at bearing 2 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1705.'# 21275.'# 8% 3.66' Total Load D+L Negative Moment 1113.'# 21275.'# 5% 4.06' Total Load D+L Shear 737.# 7897.# 9% 0.4' Total Load D+L TL Deflection 0.0140" 0.3344" L/999+ 3.68' Total Load D+L LL Deflection 0.0108" 0.2229" L/999+ 3.68' Total Load L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives