HomeMy WebLinkAbout43 Carrie Lane Beams07-09-11 07-09-13
B1 B2 B3
0
3 8 9 11 13 15 17 19 21 23 25 27 29
1 6 10 12 14 16 18 20 22 24 26 28 30
2 7
4
5
Total Horizontal Product Length = 15-07-08
Page 1 of 24
Triple 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP
1st Floor\Dropped Beams\DB1-3(i1673)(Dropped Beam)
BC CALC®Member Report Dry |2 spans |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:1st Floor\Dropped Beams\DB1-3(i1673)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live
B1,2-5/8"5040 /437 1383 /0
B2,3-1/2"6302 /0 1743 /0
B3,4-1/2"2472 /331 590 /0
Load Summary Live Dead Snow Wind Roof
Live
Tributary
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
0 Self-Weight Unf.Lin.(lb/ft)L 00-00-00 15-07-08 Top 18 00-00-00
1 FB1-2(i1574)Conc.Pt.(lbs)L 00-00-04 00-00-04 Top 2775 839 n\a
2 FB1-2(i1574)Conc.Pt.(lbs)L 00-00-04 00-00-04 Top -134 n\a
3 Bk1(i1571)Unf.Lin.(lb/ft)L 00-01-12 00-05-04 Top 8 2 n\a
4 Bk1(i1571)Conc.Pt.(lbs)L 00-01-12 00-01-12 Top 1 0 n\a
5 Bk1(i1571)Conc.Pt.(lbs)L 00-02-00 00-02-00 Top 0 n\a
6 Bk1(i1571)Conc.Pt.(lbs)L 00-05-04 00-05-04 Top 1 0 n\a
7 J18(i1650)Conc.Pt.(lbs)L 00-06-08 00-06-08 Top 384 96 n\a
8 J20(i1653)Conc.Pt.(lbs)L 00-09-00 00-09-00 Top 418 104 n\a
9 J18(i1644)Conc.Pt.(lbs)L 01-10-08 01-10-08 Top 417 104 n\a
10 J20(i1663)Conc.Pt.(lbs)L 02-01-00 02-01-00 Top 473 118 n\a
11 J18(i1612)Conc.Pt.(lbs)L 03-02-08 03-02-08 Top 417 104 n\a
12 J20(i1677)Conc.Pt.(lbs)L 03-05-00 03-05-00 Top 473 118 n\a
13 J18(i1640)Conc.Pt.(lbs)L 04-06-08 04-06-08 Top 417 104 n\a
14 J20(i1672)Conc.Pt.(lbs)L 04-09-00 04-09-00 Top 473 118 n\a
15 J18(i1661)Conc.Pt.(lbs)L 05-10-08 05-10-08 Top 417 104 n\a
16 J20(i1642)Conc.Pt.(lbs)L 06-01-00 06-01-00 Top 473 118 n\a
17 J18(i1674)Conc.Pt.(lbs)L 07-02-08 07-02-08 Top 417 104 n\a
18 J20(i1639)Conc.Pt.(lbs)L 07-05-00 07-05-00 Top 473 118 n\a
19 J18(i1647)Conc.Pt.(lbs)L 08-06-08 08-06-08 Top 417 104 n\a
20 J20(i1655)Conc.Pt.(lbs)L 08-09-00 08-09-00 Top 473 118 n\a
21 J18(i1637)Conc.Pt.(lbs)L 09-10-08 09-10-08 Top 417 104 n\a
22 J20(i1660)Conc.Pt.(lbs)L 10-01-00 10-01-00 Top 473 118 n\a
23 J18(i1652)Conc.Pt.(lbs)L 11-02-08 11-02-08 Top 417 104 n\a
24 J20(i1611)Conc.Pt.(lbs)L 11-05-00 11-05-00 Top 473 118 n\a
25 J18(i1634)Conc.Pt.(lbs)L 12-06-08 12-06-08 Top 417 104 n\a
26 J20(i1649)Conc.Pt.(lbs)L 12-09-00 12-09-00 Top 473 118 n\a
27 J18(i1630)Conc.Pt.(lbs)L 13-10-08 13-10-08 Top 417 104 n\a
28 J20(i1621)Conc.Pt.(lbs)L 14-01-00 14-01-00 Top 473 118 n\a
29 J18(i1627)Conc.Pt.(lbs)L 15-02-08 15-02-08 Top 345 86 n\a
30 J20(i1615)Conc.Pt.(lbs)L 15-05-00 15-05-00 Top 354 88 n\a
DisclosureUseoftheBoiseCascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call (800)232-0788
before installation.
BC CALC®,BC FRAMER®,AJS™,
ALLJOIST®,BC RIM BOARD™,BCI®,
BOISE GLULAM™,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 2 of 24
Triple 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP
1st Floor\Dropped Beams\DB1-3(i1673)(Dropped Beam)
BC CALC®Member Report Dry |2 spans |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:1st Floor\Dropped Beams\DB1-3(i1673)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 4563 ft-lbs 14.3%100%3 03-05-00
Neg.Moment -6128 ft-lbs 73.4%100%1 07-09-11
End Shear 2219 lbs 18.7%100%3 01-02-08
Cont.Shear 3496 lbs 29.5%100%1 08-11-05
Total Load Deflection L/999 (0.029")n\a n\a 3 03-08-06
Live Load Deflection L/999 (0.025")n\a n\a 7 03-08-06
Total Neg.Defl.L/999 (-0.008")n\a n\a 3 10-04-06
Max Defl.0.029"n\a n\a 3 03-08-06
Span /Depth 7.6
Bearing Supports Dim.(LxW)Value
%Allow
Support
%Allow
Member Material
B1 Column 2-5/8"x 5-1/4"6423 lbs 64.3%62.1%Unspecified
B2 Column 3-1/2"x 5-1/4"8045 lbs 60.4%58.4%Unspecified
B3 Wall/Plate 4-1/2"x 5-1/4"3062 lbs 14.8%17.3%Unspecified
Notes
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360)Live load deflection criteria.
Design meets arbitrary (0.75")Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2012.
Calculation based on user input of unbraced length of Top:00-00-00 and Bottom:36-00-00.
Connection Diagram:Full Length of Member
a minimum =2"c =6-7/8"
b minimum =3"d =24"
e minimum =3"
Calculated Side Load =0.0 lb/ft
Nailing applies to both sides of the member
Connectors are:3-1/4 in.Pneumatic Gun Nails
12-00-00
B1 B2
0
3 8 12 16 20 24 28 32 36 401 44
42 6 10 14 18 22 26 30 34 38 42 45
5 7 11 15 19 23 27 31 35 39 43
9 13 17 21 25 29 33 37 41
Total Horizontal Product Length = 12-00-00
Page 3 of 24
Triple 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP
1st Floor\Dropped Beams\DB2-3(i1667)(Dropped Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:1st Floor\Dropped Beams\DB2-3(i1667)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live
B1,2-5/8"4664 /133 1676 /0
B2,2-5/8"6607 /134 2239 /0
Load Summary Live Dead Snow Wind Roof
Live
Tributary
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
0 Self-Weight Unf.Lin.(lb/ft)L 00-00-00 12-00-00 Top 18 00-00-00
1 FB1-2(i1581)Conc.Pt.(lbs)L 00-00-04 00-00-04 Top 578 203 n\a
2 FB1-2(i1581)Conc.Pt.(lbs)L 00-00-04 00-00-04 Top -133 n\a
3 Bk1(i1560)Unf.Lin.(lb/ft)L 00-01-12 00-07-12 Top 854 292 n\a
4 Bk1(i1560)Unf.Lin.(lb/ft)L 00-01-12 00-06-04 Top 1 0 n\a
5 Bk1(i1560)Conc.Pt.(lbs)L 00-02-00 00-02-00 Top 0 n\a
6 Bk1(i1560)Conc.Pt.(lbs)L 00-07-12 00-07-12 Top 1 0 n\a
7 J18(i1659)Conc.Pt.(lbs)L 00-09-00 00-09-00 Top 520 142 n\a
8 Bk1(i1558)Unf.Lin.(lb/ft)L 00-10-04 01-11-12 Top 332 140 n\a
9 Bk1(i1558)Conc.Pt.(lbs)L 00-10-04 00-10-04 Top 1 0 n\a
10 Bk1(i1558)Conc.Pt.(lbs)L 01-11-12 01-11-12 Top 1 0 n\a
11 J18(i1631)Conc.Pt.(lbs)L 02-01-00 02-01-00 Top 486 134 n\a
12 Bk1(i1558)Unf.Lin.(lb/ft)L 02-02-04 03-03-12 Top 332 140 n\a
13 Bk1(i1558)Conc.Pt.(lbs)L 02-02-04 02-02-04 Top 1 0 n\a
14 Bk1(i1558)Conc.Pt.(lbs)L 03-03-12 03-03-12 Top 1 0 n\a
15 J18(i1635)Conc.Pt.(lbs)L 03-05-00 03-05-00 Top 486 134 n\a
16 Bk1(i1558)Unf.Lin.(lb/ft)L 03-06-04 04-07-12 Top 332 140 n\a
17 Bk1(i1558)Conc.Pt.(lbs)L 03-06-04 03-06-04 Top 1 0 n\a
18 Bk1(i1558)Conc.Pt.(lbs)L 04-07-12 04-07-12 Top 1 0 n\a
19 J18(i1619)Conc.Pt.(lbs)L 04-09-00 04-09-00 Top 486 134 n\a
20 Bk1(i1558)Unf.Lin.(lb/ft)L 04-10-04 05-11-12 Top 332 140 n\a
21 Bk1(i1558)Conc.Pt.(lbs)L 04-10-04 04-10-04 Top 1 0 n\a
22 Bk1(i1558)Conc.Pt.(lbs)L 05-11-12 05-11-12 Top 1 0 n\a
23 J18(i1645)Conc.Pt.(lbs)L 06-01-00 06-01-00 Top 486 134 n\a
24 Bk1(i1558)Unf.Lin.(lb/ft)L 06-02-04 07-03-12 Top 332 140 n\a
25 Bk1(i1558)Conc.Pt.(lbs)L 06-02-04 06-02-04 Top 1 0 n\a
26 Bk1(i1558)Conc.Pt.(lbs)L 07-03-12 07-03-12 Top 1 0 n\a
27 J18(i1664)Conc.Pt.(lbs)L 07-05-00 07-05-00 Top 486 134 n\a
28 Bk1(i1558)Unf.Lin.(lb/ft)L 07-06-04 08-07-12 Top 332 140 n\a
29 Bk1(i1558)Conc.Pt.(lbs)L 07-06-04 07-06-04 Top 1 0 n\a
30 Bk1(i1558)Conc.Pt.(lbs)L 08-07-12 08-07-12 Top 1 0 n\a
31 J18(i1675)Conc.Pt.(lbs)L 08-09-00 08-09-00 Top 486 134 n\a
32 Bk1(i1558)Unf.Lin.(lb/ft)L 08-10-04 09-11-12 Top 332 140 n\a
33 Bk1(i1558)Conc.Pt.(lbs)L 08-10-04 08-10-04 Top 1 0 n\a
Page 4 of 24
Triple 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP
1st Floor\Dropped Beams\DB2-3(i1667)(Dropped Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:1st Floor\Dropped Beams\DB2-3(i1667)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Load Summary Live Dead Snow Wind Roof
Live
Tributary
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
34 Bk1(i1558)Conc.Pt.(lbs)L 09-11-12 09-11-12 Top 1 0 n\a
35 J18(i1669)Conc.Pt.(lbs)L 10-01-00 10-01-00 Top 486 134 n\a
36 Bk1(i1558)Unf.Lin.(lb/ft)L 10-02-04 11-03-12 Top 332 140 n\a
37 Bk1(i1558)Conc.Pt.(lbs)L 10-02-04 10-02-04 Top 1 0 n\a
38 Bk1(i1558)Conc.Pt.(lbs)L 11-03-12 11-03-12 Top 1 0 n\a
39 J18(i1618)Conc.Pt.(lbs)L 11-05-00 11-05-00 Top 455 126 n\a
40 Bk1(i1563)Unf.Lin.(lb/ft)L 11-06-04 11-10-04 Top 6 2 n\a
41 Bk1(i1563)Conc.Pt.(lbs)L 11-06-04 11-06-04 Top 1 0 n\a
42 Bk1(i1563)Conc.Pt.(lbs)L 11-08-04 11-08-04 Top 111 47 n\a
43 Bk1(i1563)Conc.Pt.(lbs)L 11-10-00 11-10-00 Top 0 n\a
44 FB1-2(i1574)Conc.Pt.(lbs)L 11-11-12 11-11-12 Top 2775 839 n\a
45 FB1-2(i1574)Conc.Pt.(lbs)L 11-11-12 11-11-12 Top -134 n\a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 15188 ft-lbs 47.6%100%1 06-01-00
End Shear 5146 lbs 43.4%100%1 01-02-08
Total Load Deflection L/552 (0.254")43.5%n\a 1 05-11-12
Live Load Deflection L/754 (0.186")47.8%n\a 3 05-11-12
Max Defl.0.254"33.9%n\a 1 05-11-12
Span /Depth 11.8
Bearing Supports Dim.(LxW)Value
%Allow
Support
%Allow
Member Material
B1 Column 2-5/8"x 5-1/4"6340 lbs 63.5%61.3%Unspecified
B2 Column 2-5/8"x 5-1/4"8846 lbs 88.5%85.6%Unspecified
Notes
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360)Live load deflection criteria.
Design meets arbitrary (0.75")Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2012.
Calculation based on user input of unbraced length of Top:00-00-00 and Bottom:36-00-00.
Connection Diagram:Full Length of Member
a minimum =2"c =6-7/8"
b minimum =3"d =24"
e minimum =3"
DisclosureUseoftheBoiseCascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call (800)232-0788
before installation.
BC CALC®,BC FRAMER®,AJS™,
ALLJOIST®,BC RIM BOARD™,BCI®,
BOISE GLULAM™,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 5 of 24
Triple 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP
1st Floor\Dropped Beams\DB2-3(i1667)(Dropped Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:1st Floor\Dropped Beams\DB2-3(i1667)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Connection Diagram:Full Length of Member
Calculated Side Load =0.0 lb/ft
Nailing applies to both sides of the member
Connectors are:3-1/4 in.Pneumatic Gun Nails
09-05-08
B1 B2
0
1 20 23 275811141734679101213151618192526 32
212 28 30
2422 29 33
31
Total Horizontal Product Length = 09-05-08
Page 6 of 24
Triple 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP
1st Floor\Dropped Beams\DB3-3(i1656)(Dropped Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:1st Floor\Dropped Beams\DB3-3(i1656)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live
B1,4-1/2"5663 /0 1779 /0
B2,2-5/8"6310 /133 1989 /0
Load Summary Live Dead Snow Wind Roof
Live
Tributary
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
0 Self-Weight Unf.Lin.(lb/ft)L 00-00-00 09-05-08 Top 18 00-00-00
1 Bk1(i1559)Unf.Lin.(lb/ft)L 00-00-00 00-06-12 Top 57 n\a
2 Bk1(i1559)Trapezoidal (lb/ft)L 00-02-08
00-06-12
Top 686
686
171
171
n\a
3 J18(i1628)Conc.Pt.(lbs)L 00-08-00 00-08-00 Top 530 145 n\a
4 J12(i1588)Conc.Pt.(lbs)L 00-10-08 00-10-08 Top 439 122 n\a
5 Bk1(i1547)Trapezoidal (lb/ft)L 00-11-12
01-10-12
Top 686
686
228
228
n\a
6 J18(i1625)Conc.Pt.(lbs)L 02-00-00 02-00-00 Top 562 153 n\a
7 J12(i1588)Conc.Pt.(lbs)L 02-02-08 02-02-08 Top 439 122 n\a
8 Bk1(i1547)Trapezoidal (lb/ft)L 02-03-12
03-02-12
Top 687
687
228
228
n\a
9 J18(i1620)Conc.Pt.(lbs)L 03-04-00 03-04-00 Top 562 153 n\a
10 J12(i1588)Conc.Pt.(lbs)L 03-06-08 03-06-08 Top 439 122 n\a
11 Bk1(i1547)Trapezoidal (lb/ft)L 03-07-12
04-06-12
Top 687
687
229
228
n\a
12 J18(i1654)Conc.Pt.(lbs)L 04-08-00 04-08-00 Top 562 153 n\a
13 J12(i1593)Conc.Pt.(lbs)L 04-10-08 04-10-08 Top 439 122 n\a
14 Bk1(i1547)Trapezoidal (lb/ft)L 04-11-12
05-10-12
Top 687
687
229
229
n\a
15 J18(i1617)Conc.Pt.(lbs)L 06-00-00 06-00-00 Top 562 153 n\a
16 J12(i1593)Conc.Pt.(lbs)L 06-02-08 06-02-08 Top 439 122 n\a
17 Bk1(i1549)Trapezoidal (lb/ft)L 06-03-12
07-02-12
Top 688
688
229
229
n\a
18 J18(i1679)Conc.Pt.(lbs)L 07-04-00 07-04-00 Top 562 153 n\a
19 J12(i1593)Conc.Pt.(lbs)L 07-06-08 07-06-08 Top 439 122 n\a
20 Bk1(i1562)Unf.Lin.(lb/ft)L 07-07-12 08-02-08 Top 172 n\a
21 Bk1(i1562)Unf.Lin.(lb/ft)L 07-07-12 08-06-12 Top 57 n\a
22 Bk1(i1562)Trapezoidal (lb/ft)L 07-07-12
08-02-08
Top 688
688
n\a
23 Bk1(i1562)Unf.Lin.(lb/ft)L 08-02-08 08-06-12 Top 620 155 n\a
24 Bk1(i1562)Unf.Lin.(lb/ft)L 08-03-12 08-06-12 Top 1 0 n\a
25 J18(i1624)Conc.Pt.(lbs)L 08-08-00 08-08-00 Top 580 157 n\a
26 J12(i1565)Conc.Pt.(lbs)L 08-10-08 08-10-08 Top 458 130 n\a
DisclosureUseoftheBoiseCascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call (800)232-0788
before installation.
BC CALC®,BC FRAMER®,AJS™,
ALLJOIST®,BC RIM BOARD™,BCI®,
BOISE GLULAM™,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 7 of 24
Triple 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP
1st Floor\Dropped Beams\DB3-3(i1656)(Dropped Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:1st Floor\Dropped Beams\DB3-3(i1656)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Load Summary Live Dead Snow Wind Roof
Live
Tributary
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
27 Bk1(i1557)Unf.Lin.(lb/ft)L 08-11-12 09-03-12 Top 6 2 n\a
28 Bk1(i1557)Conc.Pt.(lbs)L 08-11-12 08-11-12 Top 1 0 n\a
29 Bk1(i1557)Conc.Pt.(lbs)L 09-01-12 09-01-12 Top 380 121 n\a
30 Bk1(i1557)Conc.Pt.(lbs)L 09-03-08 09-03-08 Top 0 n\a
31 Bk1(i1557)Conc.Pt.(lbs)L 09-03-12 09-03-12 Top 1 0 n\a
32 FB1-2(i1581)Conc.Pt.(lbs)L 09-05-04 09-05-04 Top 578 203 n\a
33 FB1-2(i1581)Conc.Pt.(lbs)L 09-05-04 09-05-04 Top -133 n\a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 16307 ft-lbs 51.1%100%1 04-10-08
End Shear 6500 lbs 54.9%100%1 01-04-06
Total Load Deflection L/668 (0.161")35.9%n\a 1 04-10-08
Live Load Deflection L/999 (0.123")n\a n\a 3 04-10-08
Max Defl.0.161"21.5%n\a 1 04-10-08
Span /Depth 9.1
Bearing Supports Dim.(LxW)Value
%Allow
Support
%Allow
Member Material
B1 Wall/Plate 4-1/2"x 5-1/4"7442 lbs 36.0%42.0%Unspecified
B2 Column 2-5/8"x 5-1/4"8299 lbs 83.1%80.3%Unspecified
Notes
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360)Live load deflection criteria.
Design meets arbitrary (0.75")Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2012.
Calculation based on user input of unbraced length of Top:00-00-00 and Bottom:36-00-00.
Connection Diagram:Full Length of Member
a minimum =2"c =6-7/8"
b minimum =3"d =24"
e minimum =3"
Calculated Side Load =0.0 lb/ft
Nailing applies to both sides of the member
Connectors are:3-1/4 in.Pneumatic Gun Nails
11-08-08
B1 B2
0
1 2 3 4 5 6 7 8 9
Total Horizontal Product Length = 11-08-08
Page 8 of 24
Double 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP
1st Floor\Floor Beams\FB1-2(i1397)(Flush Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:1st Floor\Floor Beams\FB1-2(i1397)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live
B1,3"890 /0 279 /0
B2,3"903 /0 283 /0
Load Summary Live Dead Snow Wind Roof
Live
Tributary
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
0 Self-Weight Unf.Lin.(lb/ft)L 00-00-00 11-08-08 Top 10 00-00-00
1 J8(i1501)Conc.Pt.(lbs)L 00-07-04 00-07-04 Front 165 41 n\a
2 J8(i1323)Conc.Pt.(lbs)L 01-11-04 01-11-04 Front 211 53 n\a
3 J8(i1422)Conc.Pt.(lbs)L 03-03-04 03-03-04 Front 211 53 n\a
4 J8(i1479)Conc.Pt.(lbs)L 04-07-04 04-07-04 Front 211 53 n\a
5 J8(i1473)Conc.Pt.(lbs)L 05-11-04 05-11-04 Front 211 53 n\a
6 J8(i1364)Conc.Pt.(lbs)L 07-03-04 07-03-04 Front 211 53 n\a
7 J8(i1381)Conc.Pt.(lbs)L 08-07-04 08-07-04 Front 211 53 n\a
8 J8(i1429)Conc.Pt.(lbs)L 09-11-04 09-11-04 Front 211 53 n\a
9 J8(i1506)Conc.Pt.(lbs)L 11-03-04 11-03-04 Front 151 38 n\a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 3344 ft-lbs 24.0%100%1 05-11-04
End Shear 1046 lbs 16.5%100%1 01-00-08
Total Load Deflection L/889 (0.153")27.0%n\a 1 05-11-04
Live Load Deflection L/999 (0.117")n\a n\a 2 05-11-04
Max Defl.0.153"20.4%n\a 1 05-11-04
Span /Depth 14.3
Bearing Supports Dim.(LxW)Value
%Allow
Support
%Allow
Member Material
B1 Hanger 3"x 3-1/2"1169 lbs 24.8%14.8%HHUS410
B2 Hanger 3"x 3-1/2"1186 lbs 25.1%15.1%HHUS410
Cautions
Hanger HHUS410 requires (30)10d face nails,(10)10d joist nails.
Concentrated side load(s)1,9 are closer than 18"from end of member.Please consult a technical
representative or Professional of Record.
Header for the hanger HHUS410 is a Double 1-3/4"x 9-1/2"LVL beam.
DisclosureUseoftheBoiseCascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call (800)232-0788
before installation.
BC CALC®,BC FRAMER®,AJS™,
ALLJOIST®,BC RIM BOARD™,BCI®,
BOISE GLULAM™,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 9 of 24
Double 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP
1st Floor\Floor Beams\FB1-2(i1397)(Flush Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:1st Floor\Floor Beams\FB1-2(i1397)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
NotesDesignmeets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360)Live load deflection criteria.
Design meets arbitrary (0.75")Maximum Total load deflection criteria.
Hanger Manufacturer:Simpson Strong-Tie,Inc.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2012.
Calculations assume unbraced length of Top:00-00-00,Bottom:01-01-08.
Connection Diagram:Full Length of Member
a minimum =2"c =5-1/2"
b minimum =3"d =24"
Calculated Side Load =264.0 lb/ft
Connectors are:16d Common Nails
11-07-12
B1 B2
A
0
1 5 6
2 4 7
3 8
9
Total Horizontal Product Length = 11-07-12
Page 10 of 24
Double 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP
1st Floor\Floor Beams\FB1-2(i1574)(Flush Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:1st Floor\Floor Beams\FB1-2(i1574)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live
B1,5-1/2"2264 /168 742 /0
B2,4-3/8"5602 /274 1693 /0
Load Summary Live Dead Snow Wind Roof
Live
Tributary
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
0 Self-Weight Unf.Lin.(lb/ft)L 00-00-00 11-07-12 Top 10 00-00-00
1 FC1 Floor Decking (Plan
View Fill)
Unf.Lin.(lb/ft)L 00-00-00 08-00-00 Top 27 7 n\a
2 E8(i511)Conc.Pt.(lbs)L 00-02-12 00-02-12 Top 1830 559 n\a
3 E8(i511)Conc.Pt.(lbs)L 00-02-12 00-02-12 Top -168 n\a
4 FB1-2(i1397)Conc.Pt.(lbs)L 07-10-04 07-10-04 Back 903 283 n\a
5 FC1 Floor Decking (Plan
View Fill)
Unf.Lin.(lb/ft)L 08-00-00 11-04-04 Top 6 1 n\a
6 FC1 Floor Decking (Plan
View Fill)
Trapezoidal (lb/ft)L 11-04-04
11-06-00
Top 0
3
0
1
n\a
7 FC1 Floor Decking (Plan
View Fill)
Conc.Pt.(lbs)L 11-04-04 11-04-04 Top 0 0 n\a
8 C1(i1291)Conc.Pt.(lbs)L 11-05-02 11-05-02 Top 4899 1423 n\a
9 C1(i1291)Conc.Pt.(lbs)L 11-05-02 11-05-02 Top -274 n\a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 3280 ft-lbs 23.5%100%1 07-10-04
End Shear 955 lbs 15.1%100%1 10-05-14
Total Load Deflection L/999 (0.118")n\a n\a 1 06-03-11
Live Load Deflection L/999 (0.086")n\a n\a 3 06-03-11
Max Defl.0.118"n\a n\a 1 06-03-11
Span /Depth 13.8
Bearing Supports Dim.(LxW)Value
%Allow
Support
%Allow
Member Material
B1 Wall/Plate 5-1/2"x 3-1/2"3006 lbs 36.7%20.8%Unspecified
B2 Beam 4-3/8"x 3-1/2"7295 lbs 63.5%63.5%Unspecified
DisclosureUseoftheBoiseCascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call (800)232-0788
before installation.
BC CALC®,BC FRAMER®,AJS™,
ALLJOIST®,BC RIM BOARD™,BCI®,
BOISE GLULAM™,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 11 of 24
Double 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP
1st Floor\Floor Beams\FB1-2(i1574)(Flush Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:1st Floor\Floor Beams\FB1-2(i1574)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
NotesDesignmeets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360)Live load deflection criteria.
Design meets arbitrary (0.75")Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2012.
Calculations assume unbraced length of Top:00-00-00,Bottom:07-03-00.
Connection Diagram:Full Length of Member
a minimum =2"c =5-1/2"
b minimum =3"d =24"
Calculated Side Load =0.0 lb/ft
Connectors are:3-1/4 in.Pneumatic Gun Nails
Connection Diagrams:Concentrated Side Loads
Connection Tag:A Applies to load tag(s):4
a minimum =2"
b minimum =4"
c minimum =4"
d maximum =12"
e minimum =4"
Connectors are:8 x 3-1/4 in.Pneumatic Gun
Nails
DisclosureUseoftheBoiseCascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call (800)232-0788
before installation.
BC CALC®,BC FRAMER®,AJS™,
ALLJOIST®,BC RIM BOARD™,BCI®,
BOISE GLULAM™,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
18-01-12
B1 B2
1
2
Total Horizontal Product Length = 18-01-12
Page 12 of 24
Single 9-1/2"AJS®20
1st Floor\Floor Joists\J20(i1639)(Joist)
BC CALC®Member Report Dry |1 span |No cant.|16"OCS |Repetitive |Glued &nailed December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:1st Floor\Floor Joists\J20(i1639)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1144 Company:Mid-Cape Home Center
Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live
B1,5-1/2"536 /0 151 /0
B2,4-3/8"474 /0 118 /0
Load Summary Live Dead Snow Wind Roof
Live
OCS
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
1 FC1 Floor Decking (Plan
View Fill)
Unf.Lin.(lb/ft)L 00-02-12 18-00-00 Top 53 13 n\a
2 E6(i513)Conc.Pt.(lbs)L 00-02-12 00-02-12 Top 62 32 n\a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 2537 ft-lbs 74.7%100%1 09-01-07
End Reaction 687 lbs 58.4%100%1 00-00-00
End Shear 577 lbs 49.8%100%1 00-05-08
Total Load Deflection L/395 (0.53")60.8%n\a 1 09-01-07
Live Load Deflection L/494 (0.424")97.2%n\a 2 09-01-07
Max Defl.0.53"70.7%n\a 1 09-01-07
Span /Depth 22.0
Bearing Supports Dim.(LxW)Value
%Allow
Support
%Allow
Member Material
B1 Wall/Plate 5-1/2"x 2-1/2"687 lbs 11.8%58.4%Unspecified
B2 Beam 4-3/8"x 2-1/2"592 lbs 7.2%50.4%Unspecified
BC FloorValue®Summary
BC FloorValue®:Subfloor:3/4"OSB,Glue +Nail
Minimum Enhanced Premium Subfloor Rating:Premium
Controlling Location:09-01-07
NotesDesignmeets Code minimum (L/240)Total load deflection criteria.
Design meets User specified (L/480)Live load deflection criteria.
Design meets arbitrary (0.75")Maximum Total load deflection criteria.
Composite EI value based on 3/4"thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2012.
Calculations assume member is fully braced.
11-06-14
B1 B2
A
0
1 4
2
3
Total Horizontal Product Length = 11-06-14
Page 13 of 24
Double 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP
2nd Floor\Floor Beams\FB1-2(i1341)(Flush Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:2nd Floor\Floor Beams\FB1-2(i1341)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live
B1,5-1/2"408 /122 146 /0
B2,3-1/2"674 /261 198 /0
Load Summary Live Dead Snow Wind Roof
Live
Tributary
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
0 Self-Weight Unf.Lin.(lb/ft)L 00-00-00 11-06-14 Top 10 00-00-00
1 FC2 Floor Decking (Plan
View Fill)
Unf.Lin.(lb/ft)L 00-02-12 08-00-00 Top 27 7 n\a
2 FB1-2(i1367)Conc.Pt.(lbs)L 07-10-04 07-10-04 Front 827 169 n\a
3 FB1-2(i1367)Conc.Pt.(lbs)L 07-10-04 07-10-04 Front -383 n\a
4 FC2 Floor Decking (Plan
View Fill)
Unf.Lin.(lb/ft)L 08-00-00 11-03-06 Top 15 4 n\a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 2870 ft-lbs 20.6%100%1 07-10-04
Neg.Moment -308 ft-lbs 2.4%100%2 07-10-04
End Shear 847 lbs 13.4%100%1 10-05-14
Total Load Deflection L/999 (0.104")n\a n\a 1 06-02-07
Live Load Deflection L/999 (0.081")n\a n\a 3 06-03-11
Total Neg.Defl.L/999 (-0.007")n\a n\a 2 07-00-05
Max Defl.0.104"n\a n\a 1 06-02-07
Span /Depth 13.8
Bearing Supports Dim.(LxW)Value
%Allow
Support
%Allow
Member Material
B1 Wall/Plate 5-1/2"x 3-1/2"554 lbs 6.8%3.8%Unspecified
B2 Wall/Plate 3-1/2"x 3-1/2"872 lbs 16.7%9.5%Unspecified
Cautions
Uplift of -63 lbs found at bearing B2.
Notes
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360)Live load deflection criteria.
Design meets arbitrary (0.75")Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2012.
Calculations assume unbraced length of Top:00-00-00,Bottom:07-03-00.
DisclosureUseoftheBoiseCascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call (800)232-0788
before installation.
BC CALC®,BC FRAMER®,AJS™,
ALLJOIST®,BC RIM BOARD™,BCI®,
BOISE GLULAM™,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 14 of 24
Double 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP
2nd Floor\Floor Beams\FB1-2(i1341)(Flush Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:2nd Floor\Floor Beams\FB1-2(i1341)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Connection Diagram:Full Length of Member
a minimum =2"c =5-1/2"
b minimum =3"d =24"
Calculated Side Load =0.0 lb/ft
Connectors are:3-1/4 in.Pneumatic Gun Nails
Connection Diagrams:Concentrated Side Loads
Connection Tag:A Applies to load tag(s):2+3
a minimum =2"
b minimum =4"
c minimum =4"
d maximum =12"
e minimum =4"
Connectors are:8 x 3-1/4 in.Pneumatic Gun
Nails
11-08-08
B1 B2
0
1 3 5 7 9 11 13 15 17
2 4 6 8 10 12 14 16 18
Total Horizontal Product Length = 11-08-08
Page 15 of 24
Double 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP
2nd Floor\Floor Beams\FB1-2(i1367)(Flush Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:2nd Floor\Floor Beams\FB1-2(i1367)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live
B1,3"826 /383 169 /0
B2,3"840 /387 170 /0
Load Summary Live Dead Snow Wind Roof
Live
Tributary
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
0 Self-Weight Unf.Lin.(lb/ft)L 00-00-00 11-08-08 Top 10 00-00-00
1 J22(i1327)Conc.Pt.(lbs)L 00-07-04 00-07-04 Front 153 16 n\a
2 J22(i1327)Conc.Pt.(lbs)L 00-07-04 00-07-04 Front -91 n\a
3 J22(i1425)Conc.Pt.(lbs)L 01-11-04 01-11-04 Front 196 28 n\a
4 J22(i1425)Conc.Pt.(lbs)L 01-11-04 01-11-04 Front -85 n\a
5 J22(i1503)Conc.Pt.(lbs)L 03-03-04 03-03-04 Front 196 28 n\a
6 J22(i1503)Conc.Pt.(lbs)L 03-03-04 03-03-04 Front -85 n\a
7 J22(i1376)Conc.Pt.(lbs)L 04-07-04 04-07-04 Front 196 28 n\a
8 J22(i1376)Conc.Pt.(lbs)L 04-07-04 04-07-04 Front -85 n\a
9 J22(i1335)Conc.Pt.(lbs)L 05-11-04 05-11-04 Front 196 28 n\a
10 J22(i1335)Conc.Pt.(lbs)L 05-11-04 05-11-04 Front -85 n\a
11 J22(i1394)Conc.Pt.(lbs)L 07-03-04 07-03-04 Front 196 28 n\a
12 J22(i1394)Conc.Pt.(lbs)L 07-03-04 07-03-04 Front -85 n\a
13 J22(i1470)Conc.Pt.(lbs)L 08-07-04 08-07-04 Front 196 28 n\a
14 J22(i1470)Conc.Pt.(lbs)L 08-07-04 08-07-04 Front -85 n\a
15 J22(i1366)Conc.Pt.(lbs)L 09-11-04 09-11-04 Front 196 28 n\a
16 J22(i1366)Conc.Pt.(lbs)L 09-11-04 09-11-04 Front -85 n\a
17 J22(i1351)Conc.Pt.(lbs)L 11-03-04 11-03-04 Front 141 14 n\a
18 J22(i1351)Conc.Pt.(lbs)L 11-03-04 11-03-04 Front -84 n\a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 2859 ft-lbs 20.5%100%1 05-11-04
Neg.Moment -544 ft-lbs 3.9%100%2 05-11-04
End Shear 892 lbs 14.1%100%1 01-00-08
Total Load Deflection L/1039 (0.131")23.1%n\a 1 05-11-04
Live Load Deflection L/999 (0.108")n\a n\a 3 05-11-04
Total Neg.Defl.L/999 (-0.025")n\a n\a 2 05-09-04
Max Defl.0.131"17.4%n\a 1 05-11-04
Span /Depth 14.3
Bearing Supports Dim.(LxW)Value
%Allow
Support
%Allow
Member Material
B1 Hanger 3"x 3-1/2"995 lbs 21.1%12.6%HHUS410
B1 Uplift 214 lbs
B2 Hanger 3"x 3-1/2"1010 lbs 21.4%12.8%HHUS410
B2 Uplift 217 lbs
DisclosureUseoftheBoiseCascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call (800)232-0788
before installation.
BC CALC®,BC FRAMER®,AJS™,
ALLJOIST®,BC RIM BOARD™,BCI®,
BOISE GLULAM™,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 16 of 24
Double 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP
2nd Floor\Floor Beams\FB1-2(i1367)(Flush Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:2nd Floor\Floor Beams\FB1-2(i1367)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
CautionsUpliftof-217 lbs found at bearing B2.
Hanger HHUS410 requires (30)10d face nails,(10)10d joist nails.
Concentrated side load(s)1,17 are closer than 18"from end of member.Please consult a technical
representative or Professional of Record.
Header for the hanger HHUS410 is a Double 1-3/4"x 9-1/2"LVL beam.
Notes
Design meets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360)Live load deflection criteria.
Design meets arbitrary (0.75")Maximum Total load deflection criteria.
Hanger Manufacturer:Simpson Strong-Tie,Inc.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2012.
Calculations assume unbraced length of Top:00-00-00,Bottom:01-01-08.
Connection Diagram:Full Length of Member
a minimum =2"c =5-1/2"
b minimum =3"d =24"
Calculated Side Load =224.0 lb/ft
Connectors are:16d Common Nails
11-00-12
B1 B2
A
0
1
2 5
3
4
Total Horizontal Product Length = 11-00-12
Page 17 of 24
Double 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP
2nd Floor\Floor Beams\FB1-2(i1434)(Flush Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:2nd Floor\Floor Beams\FB1-2(i1434)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live
B1,3-3/4"395 /115 140 /0
B2,3"719 /272 205 /0
Load Summary Live Dead Snow Wind Roof
Live
Tributary
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
0 Self-Weight Unf.Lin.(lb/ft)L 00-00-00 11-00-12 Top 10 00-00-00
1 FC2 Floor Decking (Plan
View Fill)
Unf.Lin.(lb/ft)L 00-00-00 11-00-12 Top 15 4 n\a
2 FC2 Floor Decking (Plan
View Fill)
Unf.Lin.(lb/ft)L 00-01-00 07-10-04 Top 12 3 n\a
3 FB1-2(i1367)Conc.Pt.(lbs)L 07-08-08 07-08-08 Back 839 170 n\a
4 FB1-2(i1367)Conc.Pt.(lbs)L 07-08-08 07-08-08 Back -387 n\a
5 FC2 Floor Decking (Plan
View Fill)
Unf.Lin.(lb/ft)L 07-10-04 11-00-12 Top 6 1 n\a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 2727 ft-lbs 19.5%100%1 07-08-08
Neg.Moment -295 ft-lbs 2.3%100%2 07-08-08
End Shear 887 lbs 14.0%100%1 10-00-04
Total Load Deflection L/999 (0.093")n\a n\a 1 05-11-07
Live Load Deflection L/999 (0.072")n\a n\a 3 05-11-07
Total Neg.Defl.L/999 (-0.006")n\a n\a 2 06-09-06
Max Defl.0.093"n\a n\a 1 05-11-07
Span /Depth 13.4
Bearing Supports Dim.(LxW)Value
%Allow
Support
%Allow
Member Material
B1 Wall/Plate 3-3/4"x 3-1/2"535 lbs 9.6%5.4%Unspecified
B2 Hanger 3"x 3-1/2"924 lbs 21.4%11.7%HUCQ410-SDS
Cautions
Uplift of -67 lbs found at bearing B2.
Hanger HUCQ410-SDS requires (12)SDS25212 face nails,(6)SDS25212 joist nails.
DisclosureUseoftheBoiseCascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call (800)232-0788
before installation.
BC CALC®,BC FRAMER®,AJS™,
ALLJOIST®,BC RIM BOARD™,BCI®,
BOISE GLULAM™,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 18 of 24
Double 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP
2nd Floor\Floor Beams\FB1-2(i1434)(Flush Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:2nd Floor\Floor Beams\FB1-2(i1434)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
NotesDesignmeets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360)Live load deflection criteria.
Design meets arbitrary (0.75")Maximum Total load deflection criteria.
Hanger Manufacturer:Simpson Strong-Tie,Inc.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2012.
Calculations assume unbraced length of Top:00-00-00,Bottom:07-03-00.
Connection Diagram:Full Length of Member
a minimum =2"c =5-1/2"
b minimum =3"d =24"
Calculated Side Load =0.0 lb/ft
Connectors are:3-1/4 in.Pneumatic Gun Nails
Connection Diagrams:Concentrated Side Loads
Connection Tag:A Applies to load tag(s):3+4
a minimum =2"
b minimum =4"
c minimum =4"
d maximum =12"
e minimum =4"
Connectors are:8 x 3-1/4 in.Pneumatic Gun
Nails
04-07-06
B1 B2
0
714
2 5 8
3 6 9
10
Total Horizontal Product Length = 04-07-06
Page 19 of 24
Double 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP
2nd Floor\Floor Beams\FB2-2(i1356)(Flush Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:2nd Floor\Floor Beams\FB2-2(i1356)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live
B1,4-3/8"812 /116 197 /0
B2,3"985 /142 232 /0
Load Summary Live Dead Snow Wind Roof
Live
Tributary
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
0 Self-Weight Unf.Lin.(lb/ft)L 00-00-00 04-07-06 Top 10 00-00-00
1 J14(i1354)Conc.Pt.(lbs)L 01-02-14 01-02-14 Front 331 83 n\a
2 J28(i1454)Conc.Pt.(lbs)L 01-02-14 01-02-14 Back 274 47 n\a
3 J28(i1454)Conc.Pt.(lbs)L 01-02-14 01-02-14 Back -86 n\a
4 J14(i1543)Conc.Pt.(lbs)L 02-06-14 02-06-14 Front 331 83 n\a
5 J28(i1542)Conc.Pt.(lbs)L 02-06-14 02-06-14 Back 274 47 n\a
6 J28(i1542)Conc.Pt.(lbs)L 02-06-14 02-06-14 Back -86 n\a
7 FC2 Floor Decking (Plan
View Fill)
Unf.Lin.(lb/ft)L 03-10-14 04-07-06 Top 20 5 n\a
8 J14(i1463)Conc.Pt.(lbs)L 03-10-14 03-10-14 Front 305 76 n\a
9 J28(i1526)Conc.Pt.(lbs)L 03-10-14 03-10-14 Back 268 45 n\a
10 J28(i1526)Conc.Pt.(lbs)L 03-10-14 03-10-14 Back -86 n\a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 1281 ft-lbs 9.2%100%1 02-06-14
End Shear 998 lbs 15.8%100%1 01-01-14
Total Load Deflection L/999 (0.007")n\a n\a 1 02-04-06
Live Load Deflection L/999 (0.006")n\a n\a 3 02-04-06
Max Defl.0.007"n\a n\a 1 02-04-06
Span /Depth 5.2
Bearing Supports Dim.(LxW)Value
%Allow
Support
%Allow
Member Material
B1 Wall/Plate 4-3/8"x 3-1/2"1009 lbs 15.5%8.8%Unspecified
B2 Wall/Plate 3"x 3-1/2"1217 lbs 27.3%15.5%Unspecified
CautionsConcentrated side load(s)1,2,8,9 are closer than 18"from end of member.Please consult a technical
representative or Professional of Record.
DisclosureUseoftheBoiseCascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call (800)232-0788
before installation.
BC CALC®,BC FRAMER®,AJS™,
ALLJOIST®,BC RIM BOARD™,BCI®,
BOISE GLULAM™,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 20 of 24
Double 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP
2nd Floor\Floor Beams\FB2-2(i1356)(Flush Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:2nd Floor\Floor Beams\FB2-2(i1356)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
NotesDesignmeets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360)Live load deflection criteria.
Design meets arbitrary (0.75")Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2012.
Calculations assume unbraced length of Top:00-00-00,Bottom:01-01-08.
Connection Diagram:Full Length of Member
a minimum =2"c =5-1/2"
b minimum =3"d =24"
Calculated Side Load =207.0 lb/ft
Connectors are:16d Common Nails
16-01-10
B1 B2
0
1 4 7 10 13 16 19 22 25 28 31 34
2 5 8 11 14 17 20 23 26 29 32 35
3 6 9 12 15 18 21 24 27 30 33 36
Total Horizontal Product Length = 16-01-10
Page 21 of 24
Double 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP
2nd Floor\Floor Beams\FB3-2(i1485)(Flush Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:2nd Floor\Floor Beams\FB3-2(i1485)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live
B1,4-1/4"2594 /106 720 /0
B2,4-3/8"2663 /106 738 /0
Load Summary Live Dead Snow Wind Roof
Live
Tributary
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
0 Self-Weight Unf.Lin.(lb/ft)L 00-00-00 16-01-10 Top 12 00-00-00
1 J14(i1324)Conc.Pt.(lbs)L 00-10-12 00-10-12 Front 150 33 n\a
2 J14(i1324)Conc.Pt.(lbs)L 00-10-12 00-10-12 Front -18 n\a
3 J12(i1455)Conc.Pt.(lbs)L 00-10-12 00-10-12 Back 237 59 n\a
4 J12(i1445)Conc.Pt.(lbs)L 02-02-12 02-02-12 Back 303 76 n\a
5 J14(i1534)Conc.Pt.(lbs)L 02-02-12 02-02-12 Front 150 33 n\a
6 J14(i1534)Conc.Pt.(lbs)L 02-02-12 02-02-12 Front -18 n\a
7 J12(i1391)Conc.Pt.(lbs)L 03-06-12 03-06-12 Back 303 76 n\a
8 J14(i1538)Conc.Pt.(lbs)L 03-06-12 03-06-12 Front 150 33 n\a
9 J14(i1538)Conc.Pt.(lbs)L 03-06-12 03-06-12 Front -18 n\a
10 J12(i1499)Conc.Pt.(lbs)L 04-10-12 04-10-12 Back 303 76 n\a
11 J14(i1430)Conc.Pt.(lbs)L 04-10-12 04-10-12 Front 150 33 n\a
12 J14(i1430)Conc.Pt.(lbs)L 04-10-12 04-10-12 Front -18 n\a
13 J12(i1483)Conc.Pt.(lbs)L 06-02-12 06-02-12 Back 303 76 n\a
14 J14(i1520)Conc.Pt.(lbs)L 06-02-12 06-02-12 Front 150 33 n\a
15 J14(i1520)Conc.Pt.(lbs)L 06-02-12 06-02-12 Front -18 n\a
16 J12(i1342)Conc.Pt.(lbs)L 07-06-12 07-06-12 Back 303 76 n\a
17 J14(i1517)Conc.Pt.(lbs)L 07-06-12 07-06-12 Front 150 33 n\a
18 J14(i1517)Conc.Pt.(lbs)L 07-06-12 07-06-12 Front -18 n\a
19 J12(i1405)Conc.Pt.(lbs)L 08-10-12 08-10-12 Back 303 76 n\a
20 J14(i1408)Conc.Pt.(lbs)L 08-10-12 08-10-12 Front 150 33 n\a
21 J14(i1408)Conc.Pt.(lbs)L 08-10-12 08-10-12 Front -18 n\a
22 J12(i1474)Conc.Pt.(lbs)L 10-02-12 10-02-12 Back 303 76 n\a
23 J14(i1406)Conc.Pt.(lbs)L 10-02-12 10-02-12 Front 150 33 n\a
24 J14(i1406)Conc.Pt.(lbs)L 10-02-12 10-02-12 Front -18 n\a
25 J12(i1424)Conc.Pt.(lbs)L 11-06-12 11-06-12 Back 303 76 n\a
26 J14(i1435)Conc.Pt.(lbs)L 11-06-12 11-06-12 Front 150 33 n\a
27 J14(i1435)Conc.Pt.(lbs)L 11-06-12 11-06-12 Front -18 n\a
28 J12(i1332)Conc.Pt.(lbs)L 12-10-12 12-10-12 Back 303 76 n\a
29 J14(i1363)Conc.Pt.(lbs)L 12-10-12 12-10-12 Front 150 33 n\a
30 J14(i1363)Conc.Pt.(lbs)L 12-10-12 12-10-12 Front -18 n\a
31 J12(i1512)Conc.Pt.(lbs)L 14-02-12 14-02-12 Back 303 76 n\a
32 J14(i1453)Conc.Pt.(lbs)L 14-02-12 14-02-12 Front 150 33 n\a
33 J14(i1453)Conc.Pt.(lbs)L 14-02-12 14-02-12 Front -18 n\a
34 J12(i1452)Conc.Pt.(lbs)L 15-06-12 15-06-12 Back 227 57 n\a
DisclosureUseoftheBoiseCascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call (800)232-0788
before installation.
BC CALC®,BC FRAMER®,AJS™,
ALLJOIST®,BC RIM BOARD™,BCI®,
BOISE GLULAM™,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 22 of 24
Double 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP
2nd Floor\Floor Beams\FB3-2(i1485)(Flush Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:2nd Floor\Floor Beams\FB3-2(i1485)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Load Summary Live Dead Snow Wind Roof
Live
Tributary
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
35 J14(i1393)Conc.Pt.(lbs)L 15-06-12 15-06-12 Front 113 25 n\a
36 J14(i1393)Conc.Pt.(lbs)L 15-06-12 15-06-12 Front -14 n\a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 13069 ft-lbs 61.4%100%1 07-06-12
End Shear 3081 lbs 39.0%100%1 01-04-02
Total Load Deflection L/321 (0.581")74.8%n\a 1 08-00-12
Live Load Deflection L/410 (0.455")87.9%n\a 3 08-00-12
Max Defl.0.581"77.5%n\a 1 08-00-12
Span /Depth 15.7
Bearing Supports Dim.(LxW)Value
%Allow
Support
%Allow
Member Material
B1 Wall/Plate 4-1/4"x 3-1/2"3314 lbs 30.7%29.7%Unspecified
B2 Wall/Plate 4-3/8"x 3-1/2"3401 lbs 30.6%29.6%Unspecified
CautionsConcentrated side load(s)3,34 are closer than 18"from end of member.Please consult a technical
representative or Professional of Record.
NotesDesignmeets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360)Live load deflection criteria.
Design meets arbitrary (0.75")Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2012.
Calculations assume unbraced length of Top:00-00-00,Bottom:01-01-08.
Connection Diagram:Full Length of Member
a minimum =2"c =7-7/8"
b minimum =3"d =12"
Calculated Side Load =379.0 lb/ft
Connectors are:16d Box Nails
16-01-10
B1 B2
0
1 3 5 7 9 11 13 15 17 19 21 23 25
2 4 6 8 10 12 14 16 18 20 22 24 26
Total Horizontal Product Length = 16-01-10
Page 23 of 24
Triple 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP
2nd Floor\Floor Beams\FB4-3(i1426)(Flush Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:2nd Floor\Floor Beams\FB4-3(i1426)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Reaction Summary (Down /Uplift)(lbs)Bearing Live Dead Snow Wind Roof Live
B1,2-5/16"4904 /272 1396 /0
B2,4-3/8"4341 /0 1235 /0
Load Summary Live Dead Snow Wind Roof
Live
Tributary
Tag Description Load Type Ref.Start End Loc.100%90%115%160%125%
0 Self-Weight Unf.Lin.(lb/ft)L 00-00-00 16-01-10 Top 18 00-00-00
1 FB1-2(i1434)Conc.Pt.(lbs)L 00-01-12 00-01-12 Front 723 205 n\a
2 FB1-2(i1434)Conc.Pt.(lbs)L 00-01-12 00-01-12 Front -272 n\a
3 J12(i1455)Conc.Pt.(lbs)L 00-10-12 00-10-12 Front 240 60 n\a
4 J16(i1464)Conc.Pt.(lbs)L 00-10-12 00-10-12 Back 424 106 n\a
5 J16(i1402)Conc.Pt.(lbs)L 02-02-12 02-02-12 Back 424 106 n\a
6 J12(i1445)Conc.Pt.(lbs)L 02-02-12 02-02-12 Front 307 77 n\a
7 J12(i1391)Conc.Pt.(lbs)L 03-06-12 03-06-12 Front 307 77 n\a
8 J16(i1338)Conc.Pt.(lbs)L 03-06-12 03-06-12 Back 424 106 n\a
9 J12(i1499)Conc.Pt.(lbs)L 04-10-12 04-10-12 Front 307 77 n\a
10 J16(i1409)Conc.Pt.(lbs)L 04-10-12 04-10-12 Back 424 106 n\a
11 J12(i1483)Conc.Pt.(lbs)L 06-02-12 06-02-12 Front 307 77 n\a
12 J16(i1515)Conc.Pt.(lbs)L 06-02-12 06-02-12 Back 424 106 n\a
13 J12(i1342)Conc.Pt.(lbs)L 07-06-12 07-06-12 Front 307 77 n\a
14 J16(i1382)Conc.Pt.(lbs)L 07-06-12 07-06-12 Back 424 106 n\a
15 J12(i1405)Conc.Pt.(lbs)L 08-10-12 08-10-12 Front 307 77 n\a
16 J16(i1432)Conc.Pt.(lbs)L 08-10-12 08-10-12 Back 424 106 n\a
17 J12(i1474)Conc.Pt.(lbs)L 10-02-12 10-02-12 Front 307 77 n\a
18 J16(i1498)Conc.Pt.(lbs)L 10-02-12 10-02-12 Back 424 106 n\a
19 J12(i1424)Conc.Pt.(lbs)L 11-06-12 11-06-12 Front 307 77 n\a
20 J16(i1510)Conc.Pt.(lbs)L 11-06-12 11-06-12 Back 424 106 n\a
21 J12(i1332)Conc.Pt.(lbs)L 12-10-12 12-10-12 Front 307 77 n\a
22 J16(i1456)Conc.Pt.(lbs)L 12-10-12 12-10-12 Back 424 106 n\a
23 J12(i1512)Conc.Pt.(lbs)L 14-02-12 14-02-12 Front 307 77 n\a
24 J16(i1471)Conc.Pt.(lbs)L 14-02-12 14-02-12 Back 424 106 n\a
25 J12(i1452)Conc.Pt.(lbs)L 15-06-12 15-06-12 Front 230 58 n\a
26 J16(i1449)Conc.Pt.(lbs)L 15-06-12 15-06-12 Back 318 80 n\a
Controls Summary Value %Allowable Duration Case Location
Pos.Moment 21681 ft-lbs 67.9%100%1 07-06-12
End Shear 5109 lbs 43.1%100%1 01-02-03
Total Load Deflection L/288 (0.655")83.4%n\a 1 07-10-12
Live Load Deflection L/369 (0.51")97.5%n\a 3 07-10-12
Max Defl.0.655"87.3%n\a 1 07-10-12
Span /Depth 15.9
DisclosureUseoftheBoiseCascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy,prior to
anyone relying on such output as
evidence of suitability for a particular
application.The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Guide and applicable building codes.To
obtain Installation Guide or ask
questions,please call (800)232-0788
before installation.
BC CALC®,BC FRAMER®,AJS™,
ALLJOIST®,BC RIM BOARD™,BCI®,
BOISE GLULAM™,BC FloorValue®,
VERSA-LAM®,VERSA-RIM PLUS®,
Page 24 of 24
Triple 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP
2nd Floor\Floor Beams\FB4-3(i1426)(Flush Beam)
BC CALC®Member Report Dry |1 span |No cant.December 22,2022 14:42:16
Build 8435
Job name:Churchill File name:Deveau -Churchill
Address:43 Carrie Lane Description:2nd Floor\Floor Beams\FB4-3(i1426)
City,State,Zip:South Yarmouth,MA Specifier:
Customer:Deveau Remodeling Designer:Kevin Lonkart
Code reports:ESR-1040 Company:Mid-Cape Home Center
Bearing Supports Dim.(LxW)Value
%Allow
Support
%Allow
Member Material
B1 Column 2-5/16"x 5-1/4"6300 lbs 70.9%68.6%Unspecified
B2 Wall/Plate 4-3/8"x 5-1/4"5575 lbs 33.5%32.4%Unspecified
CautionsConcentrated side load(s)1,3,4,25,26 are closer than 18"from end of member.Please consult a
technical representative or Professional of Record.
NotesDesignmeets Code minimum (L/240)Total load deflection criteria.
Design meets Code minimum (L/360)Live load deflection criteria.
Design meets arbitrary (0.75")Maximum Total load deflection criteria.
Design based on Dry Service Condition.
BC CALC®analysis is based on IBC 2012.
Calculations assume unbraced length of Top:00-00-00,Bottom:01-01-08.
Connection Diagram:Full Length of Member
a minimum =2"c =6-7/8"
b minimum =3"d =6"
e minimum =3"
Calculated Side Load =530.0 lb/ft
Nailing applies to both sides of the member
Connectors are:16d Box Nails