11A-093 2nd floor girder Calcs(3)CS Structure™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
JazabEd40ChestnutAveLeeds11251 12- 5-14
1:04pm
1 of 8
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: 9.4 PLF
Filename: Q:\JazabEd40
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 7' 0.00" 329 82 Live
Replacement Uniform (PLF) Top 0' 0.00" 0' 4.75" 8 2 Live
Replacement Uniform (PLF) Top 0' 4.75" 1' 4.75" 19 5 Live
Replacement Uniform (PLF) Top 1' 4.75" 1' 5.50" 29 7 Live
Replacement Uniform (PLF) Top 1' 5.50" 6' 5.50" 30 8 Live
Replacement Uniform (PLF) Top 6' 5.50" 6' 6.50" 29 7 Live
Replacement Uniform (PLF) Top 6' 6.50" 7' 0.00" 24 6 Live
Replacement Uniform (PLF) Top 7' 0.00" 7' 10.94" 13 3 Live
Replacement Uniform (PLF) Top 7' 0.00" 7' 10.94" 271 67 Live
Point (LBS) Top 0' 4.63" 1800 930 Snow
Point (LBS) Top 0' 4.63" 0 116 Live
Point (LBS) Top 7' 6.31" 0 116 Live
Point (LBS) Top 7' 6.31" 1555 811 Snow
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" 3700# --
2 7' 10.938" Wall N/A N/A 1.500" 3368# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1270# 1800# 1398#
2 1241# 1555# 1271#
Design spans
7' 1.688"
Product: 1-3/4x9-1/2 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 2910.'# 13958.'# 20% 3.96' Total Load D+L
Shear 1273.# 6317.# 20% 6.81' Total Load D+L
TL Deflection 0.0534" 0.3571" L/999+ 3.96' Total Load D+L
LL Deflection 0.0418" 0.2380" L/999+ 3.96' Total Load L
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
JazabEd40ChestnutAveLeeds11251 12- 5-14
1:04pm
2 of 8
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: CalcG7 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: 9.4 PLF
Filename: Q:\JazabEd40
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 2' 6.50" 513 251 Snow
Replacement Uniform (PLF) Top 2' 6.50" 9' 4.63" 526 327 Snow
Replacement Uniform (PLF) Top 9' 4.63" 9' 5.50" -76 -6 Live
Replacement Uniform (PLF) Top 9' 4.63" 9' 5.50" 97 21 Live
Point (LBS) Top 2' 6.50" -23 -7 Snow
Point (LBS) Top 2' 7.75" 1111 731 Snow
Point (LBS) Top 9' 0.00" 21 32 Live
Point (LBS) Top 9' 0.00" 119 0 Snow
1 2
9 5 8
9 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 1.882" 4941# --
2 9' 5.500" Wall N/A N/A 1.601" 4353# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 0# 3083# 1857#
2 21# 2690# 1663#
Design spans
8' 8.250"
Product: 1-3/4x9-1/2 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 10231.'# 16051.'# 63% 4.29' Total Load D+S
Shear 4329.# 7265.# 59% 0.4' Total Load D+S
TL Deflection 0.2795" 0.4344" L/373 4.73' Total Load D+S
LL Deflection 0.1716" 0.2896" L/607 4.73' Total Load S
Control: TL Deflection
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
JazabEd40ChestnutAveLeeds11251 12- 5-14
1:04pm
3 of 8
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: CalcG8 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: 4.7 PLF
Filename: Q:\JazabEd40
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 1' 10.50" 238 60 Live
1 2
1 10 8
1 10 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 181# --
2 1' 10.500" Wall N/A N/A 1.500" 181# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 143# 39#
2 143# 39#
Design spans
1' 2.375"
Product: 1-3/4x9-1/2 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 54.'# 6979.'# 0% 0.89' Total Load D+L
TL Deflection 0.0010" 0.0599" L/999+ 0.89' Total Load D+L
LL Deflection 0.0010" 0.0399" L/999+ 0.89' Total Load L
Control: Positive Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Shear cannot be calculated because member`s length is less then 2d.
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
JazabEd40ChestnutAveLeeds11251 12- 5-14
1:04pm
4 of 8
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: 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: 26.6 PLF
Filename: Q:\JazabEd40
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" 43 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 0' 5.50" 124 132 Live
Replacement Uniform (PLF) Top 0' 5.50" 2' 4.06" 43 0 Snow
Replacement Uniform (PLF) Top 0' 5.50" 2' 4.06" 258 166 Live
Replacement Uniform (PLF) Top 2' 4.06" 3' 0.50" 188 0 Snow
Replacement Uniform (PLF) Top 2' 4.06" 3' 0.50" 259 252 Live
Replacement Uniform (PLF) Top 3' 0.50" 3' 8.13" 188 0 Snow
Replacement Uniform (PLF) Top 3' 0.50" 3' 8.13" 266 254 Live
Replacement Uniform (PLF) Top 3' 8.13" 4' 6.00" 188 0 Snow
Replacement Uniform (PLF) Top 3' 8.13" 4' 6.00" 266 254 Live
Replacement Uniform (PLF) Top 4' 6.00" 10' 1.00" 188 0 Snow
Replacement Uniform (PLF) Top 4' 6.00" 10' 1.00" 266 254 Live
Replacement Uniform (PLF) Top 10' 1.00" 10' 6.00" 43 0 Snow
Replacement Uniform (PLF) Top 10' 1.00" 10' 6.00" 266 168 Live
Replacement Uniform (PLF) Top 10' 6.00" 13' 4.00" 87 0 Snow
Replacement Uniform (PLF) Top 10' 6.00" 13' 4.00" 266 189 Live
Replacement Uniform (PLF) Top 13' 4.00" 21' 0.00" 87 0 Snow
Replacement Uniform (PLF) Top 13' 4.00" 21' 0.00" 313 201 Live
Point (LBS) Top 0' 4.63" 118 41 Snow
Point (LBS) Top 20' 7.38" 70 27 Snow
1 2
21 0 0
21 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" 5685# --
2 21' 0.000" Wall N/A N/A 1.500" 5519# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 2725# 1465# 2542#
2 2972# 1161# 2419#
Design spans
20' 2.750"
Product: 1-3/4x18 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.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 26806.'# 72812.'# 36% 10.49' Total Load D+L
Shear 4563.# 17955.# 25% 0.4' Total Load D+L
TL Deflection 0.4084" 1.0115" L/594 10.49' Total Load D+0.75(L+S)
LL Deflection 0.2263" 0.6743" L/999+ 10.49' Total Load 0.75(L+S)
CS Structure™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
JazabEd40ChestnutAveLeeds11251 12- 5-14
1:04pm
5 of 8
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.
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
JazabEd40ChestnutAveLeeds11251 12- 5-14
1:04pm
6 of 8
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: 9.4 PLF
Filename: Q:\JazabEd40
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 8' 1.50" -168 -15 Live
Replacement Uniform (PLF) Top 0' 0.00" 8' 1.50" 313 78 Live
Point (LBS) Top 7' 8.88" 3363 1770 Snow
1 2
8 1 8
8 1 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" 1475# -639#
2 8' 1.500" Wall N/A N/A 1.500" 5480# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1152# 0# 323#
2 1152# 3363# 2093#
Design spans
7' 4.250"
Product: 1-3/4x9-1/2 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.
Review gravity uplift reaction force of 639lbs at bearing 1 and ensure that the structure can resist appropriately.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 2712.'# 13958.'# 19% 4.06' Total Load D+L
Negative Moment 1176.'# 13958.'# 8% 4.06' Total Load D+L
Shear 1158.# 6317.# 18% 7' Total Load D+L
TL Deflection 0.0528" 0.3677" L/999+ 4.06' Total Load D+L
LL Deflection 0.0412" 0.2451" L/999+ 4.06' Total Load L
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
JazabEd40ChestnutAveLeeds11251 12- 5-14
1:04pm
7 of 8
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: 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: 9.4 PLF
Filename: Q:\JazabEd40
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 4' 6.50" 6 1 Live
Replacement Uniform (PLF) Top 0' 0.00" 16' 5.50" 27 7 Live
Replacement Uniform (PLF) Top 4' 6.50" 16' 5.50" 27 7 Live
Point (LBS) Top 4' 8.25" 189 58 Live
Point (LBS) Top 15' 4.88" 0 12 Live
Point (LBS) Top 16' 0.88" 889 572 Snow
1 2
16 5 8
16 5 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 683# --
2 16' 5.500" Wall N/A N/A 1.500" 1789# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 480# 0# 203#
2 461# 889# 776#
Design spans
15' 9.375"
Product: 1-3/4x9-1/2 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 2816.'# 13958.'# 20% 7.39' Total Load D+L
Shear 644.# 6317.# 10% 0.3' Total Load D+L
TL Deflection 0.2530" 0.7891" L/748 8.18' Total Load D+L
LL Deflection 0.1792" 0.5260" L/999+ 8.18' Total Load L
Control: LL Deflection
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
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
JazabEd40ChestnutAveLeeds11251 12- 5-14
1:04pm
8 of 8
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: 9.4 PLF
Filename: Q:\JazabEd40
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 0' 11.44" -178 -20 Live
Replacement Uniform (PLF) Top 0' 0.00" 7' 3.50" 329 82 Live
Replacement Uniform (PLF) Top 0' 11.44" 2' 10.00" -178 -20 Live
Replacement Uniform (PLF) Top 2' 10.00" 3' 3.50" 93 20 Live
Replacement Uniform (PLF) Top 7' 3.50" 8' 2.00" 329 82 Live
Point (LBS) Top 8' 0.25" 135 157 Live
1 2 3
3 3 8 3 3 0 1 8 8
8 3 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" 639# -254#
2 3' 3.500" Wall N/A N/A 1.500" 1560# -260#
3 6' 6.500" Wall N/A N/A 1.500" 1941# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 504# 135#
2 1352# 208#
3 1381# 560#
Design spans
3' 1.375" 3' 3.000" 1' 8.500" (right cant)
Product: 1-3/4x9-1/2 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 254lbs at bearing 1 and ensure that the structure can resist appropriately.
Review gravity uplift reaction force of 261lbs at bearing 2 and ensure that the structure can resist appropriately.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 484.'# 13958.'# 3% 1.73' Odd Spans D+L
Negative Moment 989.'# 13958.'# 7% 6.54' Total Load D+L
Shear 643.# 6317.# 10% 6.55' Total Load D+L
TL Deflection -0.0020" 0.1625" L/999+ 5.24' Odd Spans D+L
LL Deflection -0.0016" 0.1083" L/999+ 5.08' Odd Spans L
TL Defl., Rt. 0.0085" 0.2000" 2L/999+ 8.25' Odd Spans D+L
LL Defl., Rt. 0.0059" 0.2000" 2L/999+ 8.25' Odd Spans 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