36-322 (2) Calc Sheet for: SENEY- NEW.L09 Page 6 of 6
All product names are trademarks of their respective owners
Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved.
talc Sheet for: SENEY- NEW.L09 Page 5 of 6
•
KeyBuild Structure 09/3/04
Version 2.127h 01:05 PM
Filename : SENEY- NEW.L09 Member Type: Beam
Description: B9 Application: Floor
Comments:
Lateral Bracing: Continuous Building Code: Other
Deck Connection: Nailed Location:
Live Load: 0 plf Slope:
Dead Load: 0 plf Moisture Condition: Dry
DOL: 100% Member Weight: 9.0 plf
Deflection Criteria: L/360 live, L/240 total
Non - standard Loads (Uniform loads replace Standard Loads):
Live Dead
Type Begin End Start End Start End DOL
Unif.(plf) 0' .00" 0' 8.00" 335. 328. 100%
Unif.(plf) 0' 8.00" 9' .00" 335. 328. 100%
Point(lbs) 0' 8.00" 0. 156. 100%
XXXXvXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
A A
9'.00"
Exact Member Length: 9' .00"
Reactions with all loads applied (lbs):
3167. 3034.
Worst case (alternate load analysis) reactions at each support (lbs):
Used for connector /min. bearing design and as a point load on carrying member.
100% 1508. 1508.
Dead 1660. 1526.
Total 3167. 3034.
Bearing Length:
1.50" 1.50"
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Product: 9 1/2" 2.0E G -P LAM LVL 2 ply
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 6856.'# 12832.'# 53% Span one Total load 100%
Shear 2504.# 6318.# 39% Span one Total load 100%
LL Deflection .10" .30" L/999+ Span one Total load 100%
TL Deflection .20" .45" L/539 Span one Total load 100%
Control: Moment
NOTE: Consult Manufacturer's Installation Guide for multi -ply
connection details and alternatives
"alc Sheet for: SENEY- NEW.L09 Page 4 of 6
All product names are trademarks of their respective owners
Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved.
talc Sheet for: SENEY- NEW.L09 Page 3 of 6
KeyBuild Structure 09/3/04
Version 2.127h 01:05 PM
Filename : SENEY- NEW.L09 Member Type: Beam
Description: B4 Application: Floor
Comments:
Lateral Bracing: Continuous Building Code: Other
Deck Connection: Nailed Location:
Live Load: 0 plf Slope:
Dead Load: 0 plf Moisture Condition: Dry
DOL: 100% Member Weight: 9.0 plf
Deflection Criteria: L/360 live, L/240 total
Non - standard Loads (Uniform loads replace Standard Loads):
Live Dead
Type Begin End Start End Start End DOL
Unif.(plf) 0' .00" 6'10.00" 335. 328. 100%
Unif.(plf) 6'10.00" 9' .00" 335. 328. 100%
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
A A
9'.00"
Exact Member Length: 9' .00"
Reactions with all loads applied (lbs):
3022. 3022.
Worst case (alternate load analysis) reactions at each support (lbs):
Used for connector /min. bearing design and as a point load on carrying member.
100% 1508. 1508.
Dead 1515. 1515.
Total 3022. 3022.
Bearing Length:
1.50" 1.50"
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Product: 9 1/2" 2.0E G -P LAM LVL 2 ply
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 6804.'# 12832.'# 53% Span one Total load 100%
Shear 2492.# 6318.# 39% Span one Total load 100%
LL Deflection .10" .30" L/999+ Span one Total load 100%
TL Deflection .20" .45" L/544 Span one Total load 100%
Control: Moment
NOTE: Consult Manufacturer's Installation Guide for multi -ply
connection details and alternatives
talc Sheet for: SENEY- NEW.L09 Page 1 of 6
•
KeyBuild Structure 09/3/04
Version 2.127h 01:05 PM
Filename : SENEY- NEW.L09 Member Type: Beam
Description: B3 Application: Floor
Comments:
Lateral Bracing: Continuous Building Code: Other
Deck Connection: Nailed Location:
Live Load: 0 plf Slope:
Dead Load: 0 plf Moisture Condition: Dry
DOL: 100% Member Weight: 9.0 plf
Deflection Criteria: L/360 live, L/240 total
Non - standard Loads (Uniform loads replace Standard Loads):
Live Dead
Type Begin End Start End Start End DOL
Unif.(pif) 0' .00" 9' .00" 335. 328. 100%
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
A A
9'.00"
Exact Member Length: 9' .00"
Reactions with all loads applied (lbs):
3022. 3022.
Worst case (alternate load analysis) reactions at each support (lbs):
Used for connector /min. bearing design and as a point load on carrying member.
100% 1508. 1508.
Dead 1515. 1515.
Total 3022. 3022.
Bearing Length:
1.50" 1.50"
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Product: 9 1/2" 2.0E G -P LAM LVL 2 ply
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 6804.'# 12832.'# 53% Span one Total load 100%
Shear 2492.# 6318.# 39% Span one Total load 100%
LL Deflection .10" .30" L/999+ Span one Total load 100%
TL Deflection .20" .45" L/544 Span one Total load 100%
Control: Moment
NOTE: Consult Manufacturer's Installation Guide for multi -ply
connection details and alternatives
All product names are trademarks of their respective owners
Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved.
:alc Sheet for: SENEY- NEW.L09 Page 16 of 16
•
LL Defl., Rt. -.07" .20" 2L/345 Span two Odd Spans 100%
TL Defl., Rt. -.11" .20" 2L/211 Span two Odd Spans 100%
Control: Total Load Defl
NOTE: Consult Manufacturer's Installation Guide for multi -ply
connection details and alternatives
All product names are trademarks of their respective owners
Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved.
talc Sheet for: SENEY- NEW.L09 Page 15 of 16
KeyBuild Structure 09/3/04
Version 2.127h 01:05 PM
Filename : SENEY- NEW.L09 Member Type: Girder
Description: Gil Application: Floor
Comments:
Lateral Bracing: Continuous Building Code: Other
Deck Connection: Nailed Location:
Live Load: 0 plf Slope:
Dead Load: 0 plf Moisture Condition: Dry
DOL: 100% Member Weight: 9.0 plf
Deflection Criteria: L/360 live, L/240 total
Non - standard Loads (Uniform loads replace Standard Loads):
Live Dead
Type Begin End Start End Start End DOL
Unif.(plf) 0' .00" 3' 6.00" 20. 10. 100%
Unif.(plf) 0' .00" 16' 6.00" 20. 10. 100%
Unif.(plf) 3' 6.00" 16' 6.00" 20. 10. 100%
Unif.(plf) 16' 6.00" 17' 6.00" 7. 3. 100%
Unif.(plf) 16' 6.00" 17' 6.00" 20. 10. 100%
Point(lbs) 10' 6.00" 735. 433. 100%
Point(lbs) 16' 3.25" 0. 160. 100%
Point(lbs) 16' 3.25" 330. 325. 100%
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXvXXXXXXXXXXXXXXXXXXvXXXXX
A A
16'6.00" 1'.00"
Exact Member Length: 17' 6.00"
Reactions with all loads applied (lbs):
993. 1364.
Worst case (alternate load analysis) reactions at each support (lbs):
Used for connector /min. bearing design and as a point load on carrying member.
100% 598. 826.
Dead 396. 538.
Total 994. 1364.
Bearing Length:
1.50" 1.50"
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Product: 9 1/2" 2.0E G -P LAM LVL 2 ply
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 6626.'# 12832.'# 51% Span one Odd Spans 100%
Shear 1259.# 6318.# 19% Span one Total load 100%
LL Deflection .35" .55" L/569 Span one Odd Spans 100%
TL Deflection .57" .82" L/347 Span one Odd Spans 100%
talc Sheet for: SENEY- NEW.L09 Page 14 of 16
Shear 1154.# 3159.# 36% Span two Adjacent 1 100%
LL Deflection .19" .43" L/829 Span two Even Spans 100%
TL Deflection .30" .65" L/522 Span two Even Spans 100%
LL Defl., Rt. -.05" .20" 2L/485 Span three Even Spans 100%
TL Defl., Rt. -.08" .20" 2L/305 Span three Even Spans 100%
Control: Moment
All product names are trademarks of their respective owners
Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved.
:alc Sheet for: SENEY- NEW.L09 Page 13 of 16
KeyBuild Structure 09/3/04
Version 2.127h 01:05 PM
Filename : SENEY- NEW.L09 Member Type: Girder
Description: G10 Application: Floor
Comments:
Lateral Bracing: Continuous Building Code: Other
Deck Connection: Nailed Location:
Live Load: 0 plf Slope:
Dead Load: 0 plf Moisture Condition: Dry
DOL: 100% Member Weight: 4.0 plf
Deflection Criteria: L/360 live, L/240 total
Non - standard Loads (Uniform loads replace Standard Loads):
Live Dead
Type Begin End Start End Start End DOL
Unif.(plf) 0' .00" 3' 6.00" 7. 3. 100%
Unif.(plf) 0' .00" 16' 6.00" 20. 10. 100%
Unif.(plf) 3' 6.00" 16' 6.00" 20. 10. 100%
Unif.(plf) 16' 6.00" 17' 6.00" 7. 3. 100%
Unif.(plf) 16' 6.00" 17' 6.00" 20. 10. 100%
Point(lbs) 3' 6.00" 0. 25. 100%
Point(lbs) 3' 6.00" 100. 112. 100%
Point(lbs) 10' 6.00" 735. 433. 100%
Point(lbs) 16' 3.25" 0. 160. 100%
Point(lbs) 16' 3.25" 100. 112. 100%
Point(lbs) 16' 3.25" 203. 200. 100%
XXXXXXXXXXXvXXXXXXXXXXXXXXXXXXXXXXXvXXXXXXXXXXXXXXXXXXvXXXXX
A A A
3'6.00" 13'.00" 1'.00"
Exact Member Length: 17' 6.00"
Reactions with all loads applied (lbs):
-849. 2443. 842.
Worst case (alternate load analysis) reactions at each support (lbs):
Used for connector /min. bearing design and as a point load on carrying member.
100% -581. 1487. 528.
Dead -315. 960. 315.
Total -895. 2446. 843.
Bearing Length:
1.50" 1.68" 1.50"
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Product: 9 1/2" 2.0E G -P LAM LVL 1 ply
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 3618.'# 6416.'# 56% Span two Even Spans 100%
alc Sheet for: SENEY- NEW.L09 Page 12 of 16
All product names are trademarks of their respective owners
Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved.
alc Sheet for: SENEY- NEW.L09 Page 11 of 16
KeyBuild Structure 09/3/04
Version 2.127h 01:05 PM
Filename : SENEY- NEW.L09 Member Type: Girder
Description: G8 Application: Floor
Comments:
Lateral Bracing: Continuous Building Code: Other
Deck Connection: Nailed Location:
Live Load: 0 plf Slope:
Dead Load: 0 plf Moisture Condition: Dry
DOL: 100%
Deflection Criteria: L/360 live, L/240 total
Non - standard Loads (Uniform loads replace Standard Loads):
Live Dead
Type Begin End Start End Start End DOL
Unif.(plf) 0' .00" 11' 2.88" 20. 10. 100%
Unif.(plf) 0' .00" 22' .25" 20. 10. 100%
Unif.(plf) 11' 2.88" 22' .25" 20. 10. 100%
Point(lbs) 0' .00" 20. 90. 100%
Point(lbs) 0' .00" 0. 160. 100%
Point(lbs) 0' 3.63" 0. 160. 100%
Point(lbs) 22' .25" 0. 53. 100%
Point(lbs) 22' .25" 0. 267. 100%
vXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXv
A A
22'.25"
Exact Member Length: 22' .25"
Reactions with all loads applied (lbs):
1089. 983.
Worst case (alternate load analysis) reactions at each support (lbs):
Used for connector /min. bearing design and as a point load on carrying member.
100% 461. 441.
Dead 629. 543.
Total 1089. 983.
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Product: 14" NI -60 1 ply
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 3661.'# 5320.'# 68% Span one Total load 100%
Shear 818.# 1710.# 47% Span one Total load 100%
End Reaction 818.# 1550.# 52% Span one Total load 100%
LL Deflection .39" .73" L/670 Span one Total load 100%
TL Deflection .60" 1.10" L/443 Span one Total load 100%
Control: Moment
alc Sheet for: SENEY- NEW.L09 Page 9 of 16
KeyBuild Structure 09/3/04
Version 2.127h 01:05 PM
Filename : SENEY- NEW.L09 Member Type: Girder
Description: G7 Application: Floor
Comments:
Lateral Bracing: Continuous Building Code: Other
Deck Connection: Nailed Location:
Live Load: 0 plf Slope:
Dead Load: 0 plf Moisture Condition: Dry
DOL: 100% Member Weight: 4.0 plf
Deflection Criteria: L/360 live, L/240 total
Non - standard Loads (Uniform loads replace Standard Loads):
Live Dead
Type Begin End Start End Start End DOL
Unif.(plf) 0' .00" 8' 5.00" 158. 79. 100%
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
8'5.00"
Exact Member Length: 8' 5.00"
Reactions with all loads applied (ibs):
1012. 1012.
Worst case (alternate load analysis) reactions at each support (lbs):
Used for connector /min. bearing design and as a point load on carrying member.
100% 663. 663.
Dead 349. 349.
Total 1012. 1012.
Bearing Length:
1.50" 1.50"
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Product: 9 1/2" 2.0E G -P LAM LVL 1 ply
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 2134.'# 6416.'# 33% Span one Total load 100%
Shear 823.# 3159.# 26% Span one Total load 100%
LL Deflection .07" .28" L/999+ Span one Total load 100%
TL Deflection .11" .42" L/928 Span one Total load 100%
Control: Moment
All product names are trademarks of their respective owners
Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved.
alc Sheet for: SENEY- NEW.L09 Page 7 of 16
KeyBuild Structure 09/3/04
Version 2.127h 01:05 PM
Filename : SENEY- NEW.L09 Member Type: Girder
Description: G6 Application: Floor
Comments:
Lateral Bracing: Continuous Building Code: Other
Deck Connection: Nailed Location:
Live Load: 0 plf Slope:
Dead Load: 0 plf Moisture Condition: Dry
DOL: 100% Member Weight: 4.0 plf
Deflection Criteria: L/360 live, L/240 total
Non - standard Loads (Uniform loads replace Standard Loads):
Live Dead
Type Begin End Start End Start End DOL
Unif.(plf) 0' .00" 9' 4.00" 158. 79. 100%
Point(lbs) 9' 4.00" 4321. 2383. 100%
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXv
A A
9'4.00"
Exact Member Length: 9' 4.00"
Reactions with all loads applied (lbs):
1122. 7825.
Worst case (alternate load analysis) reactions at each support (lbs):
Used for connector /min. bearing design and as a point load on carrying member.
100% 735. 5056.
Dead 387. 2769.
Total 1122. 7825.
Bearing Length:
1.50" 1.50"
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Product: 9 1/2" 2.0E G -P LAM LVL 1 ply
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 2624.'# 6416.'# 40% Span one Total load 100%
Shear 934.# 3159.# 29% Span one Total load 100%
LL Deflection .11" .31" L/999+ Span one Total load 100%
TL Deflection .16" .47" L/680 Span one Total load 100%
Control: Moment
All product names are trademarks of their respective owners
Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved.
laic Sheet for: SENEY- NEW.L09 Page 6 of 16
All product names are trademarks of their respective owners
Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved.
alc Sheet for: SENEY- NEW.L09 Page 5 of 16
KeyBuild Structure 09/3/04
Version 2.127h 01:05 PM
Filename : SENEY- NEW.L09 Member Type: Girder
Description: G5 Application: Floor
Comments:
Lateral Bracing: Continuous Building Code: Other
Deck Connection: Nailed Location:
Live Load: 0 plf Slope:
Dead Load: 0 plf Moisture Condition: Dry
DOL: 100% Member Weight: 4.0 plf
Deflection Criteria: L/360 live, L/240 total
Non - standard Loads (Uniform loads replace Standard Loads):
Live Dead
Type Begin End Start End Start End DOL
Unif.(plf) 0' .00" 13' 7.38" 7. 3. 100%
Unif.(plf) 0' .00" 13' 7.38" 20. 10. 100%
Point(lbs) 13' 7.38" -775. -296. 100%
Point(lbs) 13' 7.38" 0. 102. 100%
Point(lbs) 13' 7.38" 47. 50. 100%
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXv
13'7.38"
Exact Member Length: 13' 7.38"
Reactions with all loads applied (lbs):
302. -571.
Worst case (alternate load analysis) reactions at each support (lbs):
Used for connector /min. bearing design and as a point load on carrying member.
100% 183. -546.
Dead 119. -26.
Total 302. -571.
Bearing Length:
1.50" 1.50"
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Product: 9 1/2" 2.0E G -P LAM LVL 1 ply
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 1019.'# 6416.'# 15% Span one Total load 100%
Shear 265.# 3159.# 8% Span one Total load 100%
LL Deflection .08" .45" L/999+ Span one Total load 100%
TL Deflection .14" .68" L/999+ Span one Total load 100%
Control: Total Load Defl
alc Sheet for: SENEY- NEW.L09 Page 4 of 16
•
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 8425.'# 13347.'# 63% Span two Even Spans 100%
Shear 2204.# 4655.# 47% Span two Even Spans 100%
LL Deflection .20" .42" L/768 Span two Even Spans 100%
TL Deflection .30" .63" L/505 Span two Even Spans 100%
LL Defl., Lt. -.02" .20" 2L/484 Span one Even Spans 100%
TL Defl., Lt. -.03" .20" 2L/318 Span one Even Spans 100%
Control: Moment
All product names are trademarks of their respective owners
Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved.
alc Sheet for: SENEY- NEW.L09 Page 3 of 16
KeyBuild Structure 09/3/04
Version 2.127h 01:05 PM
Filename : SENEY- NEW.L09 Member Type: Girder
Description: G2 Application: Floor
Comments:
Lateral Bracing: Continuous Building Code: Other
Deck Connection: Nailed Location:
Live Load: 0 plf Slope:
Dead Load: 0 plf Moisture Condition: Dry
DOL: 100% Member Weight: 6.0 plf
Deflection Criteria: L/360 live, L/240 total
Non - standard Loads (Uniform loads replace Standard Loads):
Live Dead
Type Begin End Start End Start End DOL
Unif.(plf) 0' .00" 0' 4.75" 210. 218. 100%
Unif.(plf) 0' 2.81" 0' 4.75" 6. 3. 100%
Unif.(plf) 0' 4.75" 1' 4.75" 14. 7. 100%
Unif.(plf) 0' 4.75" 12'11.75" 210. 105. 100%
Unif.(plf) 1' 4.75" 2' 4.75" 27. 14. 100%
Unif.(plf) 2' 4.75" 3' 4.75" 42. 21. 100%
Unif.(plf) 3' 4.75" 4' 4.75" 57. 29. 100%
Unif.(plf) 4' 4.75" 5' 2.88" 71. 36. 100%
Unif.(plf) 5' 2.88" 12'11.75" 77. 39. 100%
Point(lbs) 0' .00" 0. 92. 100%
Point(lbs) 0' 4.75" -1023. -387. 100%
Point(lbs) 0' 4.75" 0. 131. 100%
Point(lbs) 0' 4.75" 4956. 2589. 100%
Point(lbs) 12'11.75" 20. 10. 100%
Point(lbs) 12'11.75" 0. 80. 100%
Point(lbs) 12'11.75" 0. 160. 100%
Point(lbs) 12'11.75" 3745. 2047. 100%
vvXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXv
A A
0'4.75" 12'7.00"
Exact Member Length: 12'11.75"
Reactions with all loads applied (lbs):
8968. 8776.
Worst case (alternate load analysis) reactions at each support (lbs):
Used for connector /min. bearing design and as a point load on carrying member.
100% 5677. 5551.
Dead 3291. 3227.
Total 8968. 8777.
Bearing Length:
2.06" 2.07"
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Product: 14" 2.0E G -P LAM LVL 1 ply
alc Sheet for: SENEY- NEW.L09 Page 2 of 16
Control: Total Load Defl
NOTE: Consult Manufacturer's Installation Guide for multi -ply
connection details and alternatives
All product names are trademarks of their respective owners
Copyright (C)1989 -2000 by Keymark Enterprises, Inc. All Rights Reserved.
alc Sheet for: SENEY- NEW.L09 Page 1 of 16
KeyBuild Structure 09/3/04
Version 2.127h 01:05 PM
Filename : SENEY- NEW.L09 Member Type: Girder
Description: G1 Application: Floor
Comments:
Lateral Bracing: Continuous Building Code: Other
Deck Connection: Nailed Location:
Live Load: 0 plf Slope:
Dead Load: 0 plf Moisture Condition: Dry
DOL: 100% Member Weight: 13.0 plf
Deflection Criteria: L/360 live, L/240 total
Non - standard Loads (Uniform loads replace Standard Loads):
Live Dead
Type Begin End Start End Start End DOL
Unif.(plf) 0' .00" 12' 7.00" 210. 105. 100%
Unif.(plf) 0' .00" 13' .88" 248. 124. 100%
Unif.(plf) 12' 7.00" 12'10.94" 210. 105. 100%
Unif.(plf) 12'10.94" 13' .88" 210. 105. 100%
Point(lbs) 0' .00" 20. 10. 100%
Point(lbs) 0' .00" G 80. 100%
Point(lbs) 0' .00" ( (� 2 . 90. 100%
Point(lbs) 0' .00" tin ` b. , i 320. 100%
Point(lbs) 0' .00" IL .7.X. 2554. i i 1361. 100%
Point(lbs) 13' .88" ''` qp tff40. 1 2143. 100%
vXXXXXXXXXXXXXXXXXXXXXXXXXXX , XXXXXXXXXXXXXXXXXv
1
-
A A
13'.88"
Exact Member Length: 13' .88"
Reactions with all loads applied (lbs):
9026. 11064.
Worst case (alternate load analysis) reactions at each support (lbs):
Used for connector /min. bearing design and as a point load on carrying member.
100% 5585. 7341.
Dead 3441. 3724.
Total 9026. 11064.
Bearing Length:
1.50" 1.50"
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Product: 9 1/2" 2.0E G -P LAM LVL 3 ply
******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Allowable Stress Design
Actual Allowable Capacity Location Loading
Moment 14954.'# 19248.'# 77% Span one Odd Spans 100%
Shear 4021.# 9476.# 42% Span one Total load 100%
LL Deflection .40" .44" L/391 Span one Odd Spans 100%
TL Deflection .61" .65" L/255 Span one Odd Spans 100%
I NON- CTRCIJLATTNG I CIRCULATING MAINS & RUNOUTS
1 HEATED WATER TEMP (F): RUNOUTS 0 -1" I 0- 1.25" 1.5 -2.0" 2.0 +"
{ 170 -180 0.5 1 1.0 1.5 2.0
140 -160 0.5 1 0.5 1.0 1.5
( 100 -130 0.5 1 0.5 0.5 1:0
- - -- NOTES TO FIELD (Building Department Use Only)
D
•
•
ceilings, walls, and floors.
MATERIALS IDENTIFICATION:
[ ] { Materials and equipment must be identified so that compliance can
( be determined. Manufacturer manuals for all installed heating
( and cooling equipment and service water heating equipment must be
{. provided. Insulation R- values, glazing U- values, and heating
( equipment efficiency must be clearly marked on the building plans
( or specifications.
( DUCT INSULATION:
[ ] { Ducts shall be insulated per Table J4.4.7.1.
• DUCT CONSTRUCTION:
( ] All accessible joints, seams, and connections of supply and return
. ductwork located outside conditioned space, including stud bays or
joist cavities /spaces used to transport air, shall be sealed
( using mastic and fibrous backing tape installed according to the
manufacturer's installation instructions. Mesh tape may he
omitted where gaps are less than 1/8 inch. Duct tape is not
( permitted. The HVAC system nl58t provide a means for balancing
air and water systems.
TEMPERATURE CONTROLS:
[ ] (- Thermostats are required for each separate HVAC system. A manual
or automatic means to partially restrict or shut off the heating
( and /or cooling input to each zone or floor shall be provided.
HVAC EQUIPMENT SIZING:
] ( Rated output capacity of the heating/cooling system is
( not greater than 125% of the design load as specified
• in Sections 780CMR 1310 and J4.4.
] { SWIMMING POOLS:
All heated swimming pools must have an nn /off heater switch and
( require a cover unless over 20% of the heating energy is from
non- depletable sources. Pool pumps require a time clock.
L ] I HVAC PIPING INSULATION:
HVAC piping conveying fluids above 120 F or chilled fluids
( below 55 F must be insulated to the following levels (in.):
PIPE SIZES (in.)
HFATTNG SYSTEMS: TFMP (F) 2" RUNOUTS 0 - 1" 1.25 - 2" 2.5 - 4"
Low pressure /temp. 201 -250 1.0 1.5 1.5 2.0
Low temperature 120 -200 0.5 1.0 1.0 1.5
Steam condensate any 1.0 1.0 1.5 2.0
{ COOLING SYSTEMS:
Chilled water or 40 -55 0.5 0.5 0.75 1.0
{ refrigerant below 40 1.0 1.0 1.5 1.5
[ ] I CIRCULATING HOT WATER SYSTEMS:
insulate circulating hot water pipes to the following levels (in.):
PIPE SIZES (in.)
MA,Scheck, TNSPFCTTON CHFCKLTST
Massachusetts Energy Code
MAScheck Software Version 2.01
DATE: 5 - 10 -2004
}31dg. I
Dept.
Use
{- CEILINGS:
[ ] I 1. R -0 + R -38
{ Comments /Location
] I 2. R -30
Comments /Location
{ WALLS:
[ j i 1. Wood Frame, 16" O.C., R -19
I Comments /Location
[
WINDOWS AND GLASS DOORS:
G l ! 1. U- value: 0.32
For windows without labeled U- values, describe features;
I # Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments /Location
{ DOORS:
[ ] { 1. U- value: 0.33
Comments /Location
[ FLOORS:
[ 1 I 1. Over Unconditioned Space, R -19
{ Comments /Location
[ ] i 2. Over Unconditioned space, R - 30
{ Comments /Location
{ HVAC EQUIPMENT:
[ ; { 1. Furnace, 90.0 AFUE or higher
I Make and Model Number
[ ] I 2. Air Conditioner, 10.0 SEER
{ AIR LEAKAGE:
[ ] I Joints, penetrations, and all other such openings in the building
{ envelope that are sources of air leakage must be sealed. When
• installed in the building envelope, recessed lighting fixtures
shall meet one of the following requirements:
I 1. Type IC rated, manufactured with no penetrations between the
inside of the recessed fixture and ceiling cavity and sealed or
gasketed to prevent air leakage into the unconditioned space.
2 Type IC rated, in accordance with Standard ASTM F. 283, with no
{ more than 2.0 cfm (0.944 L /s) air movement from the the
conditioned space to the ceiling cavity. The lighting fixtur
{ shall have been tested at 75 PA or 1.57 lbs /ft2 pressure
difference and shall be labeled.
VAPOR RETARDER:
[ ) i Required on the warm -in- winter side of all non - vented framed
•
1
MAScheck COMPLIANCE REPORT 1
Massachusetts Energy Code 1 Permit #
MAScheck Software Version 2.01
[ Checked by/Date
CITY: Northampton
STATE: Massachusetts
HIM: 6404
CONSTRUCTION TYPE: 1 or 2 Family, Detached
HEATING SYSTEM TYPE: Other (NOh-EleCtriC ReSigtanCe)
DATE: 5-10-2004
COMPLIANCE: PASSES
Required UA = 752
Your Some = 544
Area or Cavity Cont. Glazing/Door
Perimeter R-Value R-Value U-Value UA
CEILINGS 1174 0.0 38.0 29
CEILINGS 1034 30.0 0.0 36
WALLS: Wood Frame, 16" O.C. 3497 19.0 0.0 211
GLAZING: WI 1�w dl D00Eg 491 0.320 157
DOORS 56 0.330 18
FLOORS: Over Unconditioned Space 1728 1 9.0 0.0 82
FLOORS: Over Unconditioned Space 300 30.0 0.0 10
HVAC EQUIPMENT: Furnace, 90.0 AFUE
HVAC EQUIPMENT: Air Conditioner, 10.0 SEER
COMPLIANCE STATEMENT: The proposed building design described here is
consistent with the building plans, specifications, and other calculations
sUbktitted With the permit application. The proposed building has been
designed to meet the requirements of the Massachusetts Energy Code.
The heating load for this building, and the cooling load if appropriate,
has been determined using the applicable Standard Design Conditions found
in the Code, The HVAC equipment selected to heat or cool the building
shall be no greater than 125% of the design load as specified in
Sections 780CMR 1310 and J4.4.
Rililrig.r/npqignpr ta /V' Date ,_)///0i4G1