107 Franklin St - Beam CalcsBase Cascade Triple 1-3/4" x 9-1/2" VERSA -LAM® LVL 2.1E 3100 SP [PASSED
1st Floor Deck - Basement Walls\Dropped Beams\DB1-3(i319) (Dropped Beam)
BC Design Engine Member Report Dry 12 spans I No cant. August 8, 2023 15:27:30
Build 8765
Job name: Greenburg File name: Greenburg.mmdl
Address: 107 Franklin St 1 Description: 1st Floor Deck - Baseme... loped Beams\DB1-3(i319)
City, State, Zip: Northampton , Ma ` Specifier:
Customer: Designer: DH
Code reports: ESR-1040 Company: rk Miles
B 1 ' 0-05-0A
B2 09-06-08
B3
Total Horizontal Product Length = 20-00-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B 1. 5-1/2" 2292 / 261 617 / 0
B2. 8" 6096 / 0 1696 / 0
B3, 2-1/2" 2077 / 340 486 / 0
Load Summary
Live Dead
Snow Wind Roof Tributary
Tag Description
Load Type
Ref.
Start End
Loc.
100% 90%
Live
115% 160% 125%
0 Self -Weight
Unf. Lin. (lb/ft)
L
00-00-00 20-00-00
Top
14
00-00-00
1 Smoothed Load
Unf. Lin. (lb/ft)
L
01-03-00 19-09-08
Top
508 127
n\a
2 Rim 1(i395)
Conc. Pt. (Ibs)
L
00-05-08 00-05-08
Top
440 158
n\a
Controls Summary
Value
%Allowable Duration
Case
Location
Pos. Moment
5949 ft-Ibs
28.7%
100%
2
04-07-00
Neg. Moment
-7445 ft-Ibs
67.5%
100%
1
10-05-08
End Shear
2355 Ibs
24.9%
100%
3
19-00-00
Cont. Shear
3439 Ibs
36.3%
100%
1
09-04-00
Total Load Deflection
L/866 (0.139")
27.7%
n\a
2
05-02-04
Live Load Deflection
L/999 (0.117")
n\a
n\a
5
05-02-04
Total Neg. Defl.
L/999 (-0.027")
n\a
n\a
2
13-05-14
Max Defl.
0.139"
n\a
n\a
2
05-02-04
Span / Depth
12.7
Bearing Supports
Dim. (LxW) Value
% Allow % Allow
Support Member
Material
B1 Wall/Plate
5-1/2" x 5-1/4" 2908 Ibs
1.4% 13.4%
Unspecified
B2 Column
8" x 5-1/4" 7792 Ibs
2.7% 24.7%
Unspecified
B3 Wall/Plate
2-1/2" x 5-1/4" 2563 Ibs
2.8% 26.0%
Unspecified
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Design based on Dry Service Condition.
BC CALC® analysis is based on IBC 2009.
Calculations assume unbraced length of Top: 01-01-12, Bottom: 19-04-00
Page 14 of 15
so secascede Triple 1-3/4" x 9-1/2" VERSA -LAM® LVL 2.1E 3100 SP PASSED
1st Floor Deck - Basement Walls\Dropped Beams\DB1-3(i319) (Dropped Beam)
BC Design Engine Member Report Dry 12 spans I No cant. August 8, 2023 15:27:30
Build 8765
Job name: Greenburg File name: Greenburg.mmdl
Address: 107 Franklin St Description: 1st Floor Deck - Baseme... pped Beams\DB1-3(i319)
City. State, Zip: Northampton , Ma Specifier:
Customer: 1) Designer: DH
Code reports: ESR-1040 Company: rk Miles
Connection Diagram: Full Length of Member
b 4 — d
a
c
e o 0 0
a minimum = 2" c = 4-1/2"
b minimum = 3" d = 24"
e minimum = 3"
Calculated Side Load = 0.0 Ib/ft
Nailing applies to both sides of the member
Connectors are: 3-1/4 in. Pneumatic Gun Nails
Disclosure
Use of the Boise Cascade 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®, AJSTM,
ALLJOIST®, BC RIM BOARD TM", BCI® ,
BOISE GLULAMT'", BC FloorValue® ,
VERSA -LAM®, VERSA -RIM PLUS®,
Page 15 of 15
2nd Floor Deck - 1st Floor Walls\Flush Beams\FB1-3 i
BasecawacW Triple 1-3/4" x 14" VERSA -LAM® 2.0 3100 SP PASSED
( 308) (Flush Beam)
BC Design Engine Member Report Dry 1 1 span I No cant. August 8, 2023 15:27:30
Build 8765
Job name: Greenburg File name: Greenburg.mmdl
Address: 107 Franklin St Description: 2nd Floor Deck - 1 st Flo...\Flush Beams\FB1-3(i308)
City, State, Zip: Northampton , Ma Specifier:
Customer: Designer: DH
Code reports: ESR-1040 Company: rk Miles
B1 20-04-00
B2
Total Horizontal Product Length = 20-04-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B1.. 5-1/2" 4394 / 0 3624 / 0 2123 / 0
B2. 4" 3388 / 0 1347 / 0
Load Summary
Live
Dead Snow Wind Roof
Tributary
Live
Tag
Description
Load Type
Ref.
Start
End
Loc.
100 %
90 % 115 % 160 % 125%
0
Self -Weight
Unf. Lin. (lb/ft)
L
00-00-00
20-04-00
Top
21
00-00-00
1
BM1-2(i415)
Conc. Pt. (Ibs)
L
00-01-12
00-01-12
Back
924
2112 1983
n\a
2
E9(i115)
Conc. Pt. (Ibs)
L
00-02-12
00-02-12
Top
101 140
n\a
3
Rim1(i382)
Conc. Pt. (Ibs)
L
00-05-08
00-05-08
Front
108
52
n\a
4
Rim 1(i384)
Conc. Pt. (Ibs)
L
00-05-08
00-05-08
Back
128
61
n\a
5
J12(i399)
Conc. Pt. (Ibs)
L
01-09-08
01-09-08
Front
216
72
n\a
6
J14(i403)
Conc. Pt. (Ibs)
L
01-09-08
01-09-08
Back
257
86
n\a
7
J12(i377)
Conc. Pt. (Ibs)
L
03-01-08
03-01-08
Front
216
72
n\a
8
J14(i378)
Conc. Pt. (Ibs)
L
03-01-08
03-01-08
Back
257
86
n\a
9
J12(i387)
Conc. Pt. (Ibs)
L
04-05-08
04-05-08
Front
216
72
n\a
10
J14(i376)
Conc. Pt. (Ibs)
L
04-05-08
04-05-08
Back
257
86
n\a
11
J12(i373)
Conc. Pt. (Ibs)
L
05-09-08
05-09-08
Front
216
72
n\a
12
J14(i402)
Conc. Pt. (Ibs)
L
05-09-08
05-09-08
Back
257
86
n\a
13
J12(i371)
Conc. Pt. (Ibs)
L
07-01-08
07-01-08
Front
216
72
n\a
14
J14(A14)
Conc. Pt. (Ibs)
L
07-01-08
07-01-08
Back
257
86
n\a
15
J12(i409)
Conc. Pt. (Ibs)
L
08-05-08
08-05-08
Front
216
72
n\a
16
J14(1370)
Conc. Pt. (Ibs)
L
08-05-08
08-05-08
Back
257
86
n\a
17
J12(i367)
Conc. Pt. (Ibs)
L
09-09-08
09-09-08
Front
216
72
n\a
18
J14(i368)
Conc. Pt. (Ibs)
L
09-09-08
09-09-08
Back
257
86
n\a
19
J12(i365)
Conc. Pt. (Ibs)
L
11-01-08
11-01-08
Front
216
72
n\a
20
J14(i406)
Conc. Pt. (Ibs)
L
11-01-08
11-01-08
Back
257
86
n\a
21
J12(i392)
Conc. Pt. (Ibs)
L
12-05-08
12-05-08
Front
216
72
n\a
22
J14(i364)
Conc. Pt. (Ibs)
L
12-05-08
12-05-08
Back
257
86
n\a
23
J12(i385)
Conc. Pt. (Ibs)
L
13-09-08
13-09-08
Front
216
72
n\a
24
J14(i362)
Conc. Pt. (Ibs)
L
13-09-08
13-09-08
Back
257
86
n\a
25
J12(i359)
Conc. Pt. (Ibs)
L
15-01-08
15-01-08
Front
216
72
n\a
26
J14(i360)
Conc. Pt. (Ibs)
L
15-01-08
15-01-08
Back
257
86
n\a
27
J12(i357)
Conc. Pt. (Ibs)
L
16-05-08
16-05-08
Front
216
72
n\a
28
J14(i398)
Conc. Pt. (Ibs)
L
16-05-08
16-05-08
Back
257
86
n\a
29
J12(i394)
Conc. Pt. (Ibs)
L
17-09-08
17-09-08
Front
216
72
n\a
30
J14(i356)
Conc. Pt. (Ibs)
L
17-09-08
17-09-08
Back
257
86
n\a
31
J12(i353)
Conc. Pt. (Ibs)
L
19-01-08
19-01-08
Front
216
72
n\a
32
J14(i354)
Conc. Pt. (Ibs)
L
19-01-08
19-01-08
Back
257
86
n\a
Page 3 of 15
Boise �Triple 1-3/4" x 14" VERSA -LAM® 2.0 3100 SP PASSED' iYGIMf, tNFv Y.Y 3J VNf)1UC:.'. __.
2nd Floor Deck - 1st Floor Walls\Flush Beams\FB1-3(i308) (Flush Beam)
BC Design Engine Member Report Dry 1 1 span I No cant. August 8, 2023 15:27:30
Build 8765
Job name: Greenburg File name: Greenburg.mmdl
Address: 107 Franklin St I Description: 2nd Floor Deck - 1 st Flo ... \Flush Beams\FB1-3(i308)
City, State, Zip: Northampton , Ma Specifier:
Customer: Designer: DH
Code reports: ESR-1040 Company: rk Miles
Controls Summary
Value
%Allowable
Duration
Case
Location
Pos. Moment
23893 ft-Ibs
54.9%
100%
1
09-09-08
End Shear
4545 Ibs
32.5%
100%
1
18-10-00
Total Load Deflection
L/341 (0.692")
70.4%
n\a
1
10-01-08
Live Load Deflection
L/476 (0.496")
75.7%
n\a
4
10-01-08
Max Defl.
0.692"
n\a
n\a
1
10-01-08
Span / Depth
16.9
% Allow °% Allow
Bearing Supports Dim. (LxW) Value Support Member Material
B1 Wall/Plate 5-1/2" x 5-1/4" 8512 Ibs 4.2% 39.3% Unspecified
B2 Wall/Plate 4" x 5-1/4" 4735 Ibs 3.2% 30.1% Unspecified
Cautions
Concentrated side load(s) 1,3,4,31,32 are closer than 18" from end of member. Please consult a
technical representative or Professional of Record.
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Design based on Dry Service Condition.
BC CALC® analysis is based on IBC 2009.
1-3/4" x 14" VERSA-LAM(E) 2.0 3100 SP is a discontinued product. Discontinued products are not
available for purchase.
Calculations assume unbraced length of Top: 00-00-00, Bottom: 19-06-08.
Connection Diagram: Full Length of Member
C
° Disclosure
e ° Use of the Boise Cascade Software is
-- -- subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
a minimum = 2" c = 4-1/2" must be reviewed and verified by a
b minimum = 3" d = 12"
qualified engineer or other appropriate
e minimum — 3" expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
Calculated Side Load = 343.0 Ib/ft application. The output here is based on
Nailing applies to both sides of the member building code -accepted design
Connectors are: 3-1/4 in. Pneumatic Gun Nails 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®, AJST"
ALLJOISTC . BC RIM BOARD T-, BCI aV ,
BOISE GLULAMT'^, BC FloorValue® ,
VERSA -LAW, VERSA -RIM PLUS®,
Page 4 of 15
Boise cascw Triple 1-3/4" x 18" VERSA -LAM® 2.0 3100 SP LPASSED, Etim;tNEEHED'Nf/JD PROd1CTS
2nd Floor Deck - 1 st Floor Walls\Flush Beams\FB2-3(i249) (Flush Beam)
BC Design Engine Member Report Dry 1 1 span I No cant. August 8, 2023 15:27:30
Build 8765
Job name: Greenburg File name: Greenburg.mmdl
Address: 107 Franklin St Description: 2nd Floor Deck - 1 st Flo ... \Flush Beams\FB2-3(i249)
City, State, Zip: Northampton , Ma Specifier:
Customer: & Designer: DH
Code reports: ESR-1040 Company: rk Miles
B 1 20-05-08
62
Total Horizontal Product Length = 20-05-08
Reaction
Summary
(Down / Uplift) (Ibs)
Bearing
Live Dead
Snow
Wind
Roof Live
B 1.
5-1 /2"
1518 / 0 4704
/ 0
6064 / 0
3467 / 85
B2,
5-1 /2"
1483 / 0 4057
/ 0
4630 / 0
2731 / 84
Load
Summary
Live
Dead
Snow Wind
Roof
Tributary
Live
Tag
Description
Load Type
Ref.
Start
End
Loc.
100%
90%
115% 160%
125%
0
Self -Weight
Unf. Lin. (Ib/ft)
L
00-00-00
20-05-08
Top
27
00-00-00
1
E7(i111)
Unf. Lin. (lb/ft)
L
00-00-00
01-02-04
Top
636
1463
835
n\a
2
E7(i111)
Unf. Lin. (lb/ft)
L
00-00-00
2C-05-08
Top
74
n\a
3
E7(i111)
Conc. Pt. (Ibs)
L
00-00-04
00-00-04
Top
69
147
n\a
4
E7(i111)
Conc. Pt. (Ibs)
L
00-00-12
00-00-12
Top
3
11
12
n\a
5
E7(i111)
Conc. Pt. (Ibs)
L
00-00-12
00-00-12
Top
-6
n\a
6
Rim1(i382)
Conc. Pt. (Ibs)
L
00-05-08
OC-05-08
Back
103
50
n\a
7
E7(i111)
Conc. Pt. (Ibs)
L
01-04-00
01-04-00
Top
6
22
24
n\a
8
E7(i111)
Conc. Pt. (Ibs)
L
01-04-00
01-04-00
Top
-11
n\a
9
E7(i111)
Unf. Lin. (Ib/ft)
L
01-06-04
13-06-04
Top
258
450
257
n\a
10
J12(i399)
Conc. Pt. (Ibs)
L
01-09-08
01-09-08
Back
207
69
n\a
11
E7(i111)
Conc. Pt. (Ibs)
L
02-08-00
02-08-00
Top
6
22
24
n\a
12
E7(i111)
Conc. Pt. (Ibs)
L
02-08-00
02-08-00
Top
-11
n\a
13
J12(i377)
Conc. Pt. (Ibs)
L
03-01-08
03-01-08
Back
207
69
n\a
14
E7(i111)
Conc. Pt. (Ibs)
L
04-00-00
04-00-00
Top
6
22
24
n\a
15
E7(i111)
Conc. Pt. (Ibs)
L
04-00-00
04-00-00
Top
-11
n\a
16
J12(i387)
Conc. Pt. (Ibs)
L
04-05-08
04-05-08
Back
207
69
n\a
17
E7(i111)
Conc. Pt. (Ibs)
L
05-04-00
05-04-00
Top
6
22
24
n\a
18
E7(i111)
Conc. Pt. (Ibs)
L
05-04-00
05-04-00
Top
-11
n\a
19
J12(i373)
Conc. Pt. (Ibs)
L
05-09-08
05-09-08
Back
207
69
n\a
20
E7(i111)
Conc. Pt. (Ibs)
L
06-08-00
06-08-00
Top
6
22
24
n\a
21
E7(i111)
Conc. Pt. (Ibs)
L
06-08-00
06-08-00
Top
-11
n\a
22
J12(i371)
Conc. Pt. (Ibs)
L
07-01-08
07-01-08
Back
207
69
n\a
23
E7(i111)
Conc. Pt. (Ibs)
L
08-00-00
08-00-00
Top
6
22
24
n\a
24
E7(i111)
Conc. Pt. (Ibs)
L
08-00-00
08-00-00
Top
-11
n\a
25
J12(i409)
Conc. Pt. (Ibs)
L
08-05-08
08-05-08
Back
207
69
n\a
26
E7(i111)
Conc. Pt. (Ibs)
L
09-04-00
09-04-00
Top
6
22
24
n\a
27
E7(i111)
Conc. Pt. (Ibs)
L
09-04-00
09-04-00
Top
-11
n\a
28
J12(i367)
Conc. Pt. (Ibs)
L
09-09-08
09-09-08
Back
207
69
n\a
29
E7(i111)
Conc. Pt. (Ibs)
L
10-08-00
10-08-00
Top
6
22
24
n\a
30
E7(i111)
Conc. Pt. (Ibs)
L
10-08-00
10-08-00
Top
-11
n\a
31
J12(1365)
Conc. Pt. (Ibs)
L
11-01-08
11-01-08
Back
207
69
n\a
32
E7(i111)
Conc. Pt. (Ibs)
L
12-00-00
12-00-00
Top
6
22
24
n\a
Page 5 of 15
ASN Boise Casc"
kN�NEF.RLD YgoD PRCDULI'$
Triple 1-3/4" x 18" VERSA -LAM®
�-----
2.0 3100 SP
PASSED
2nd Floor Deck - 1st Floor Walls\Flush Beams\FB2-3(i249) (Flush Beam)
BC Design Engine Member Report Dry 1 1 span I No cant.
August 8, 2023 15:27:30
Build 8765
Job name:
Greenburg File name:
Greenburg.mmdl
Address:
107 Franklin St Description:
2nd Floor Deck - 1 st Flo ...
\Flush Beams\FB2-3(i249)
City, State, Zip:
Northampton , Ma Specifier:
Customer:
Designer:
DH
Code reports:
ESR-1040 Company:
rk Miles
Load Summary
Live Dead
Snow Wind
Roof
Tributary
Tag Description
Load Type
Ref.
Start
End
Loc.
100% 90%
115% 160%
Live
125%
33 E7(i111)
Conc. Pt. (Ibs)
L
12-00-00
12-00-00
Top
-11
n\a
34 J12(i392)
Conc. Pt. (Ibs)
L
12-05-08
12-05-08
Back
207 69
n\a
35 E7(i111)
Conc. Pt. (Ibs)
L
13-04-00
13-04-00
Top
6
22
24
n\a
36 E7(i111)
Conc. Pt. (Ibs)
L
13-04-00
13-04-00
Top
-11
n\a
37 J12(i385)
Conc. Pt. (Ibs)
L
13-09-08
13-09-08
Back
207 69
n\a
38 E7(i111)
Unf. Lin. (lb/ft)
L
13-10-04
15-02-04
Top
467
956
546
n\a
39 E7(i111)
Conc. Pt. (Ibs)
L
14-08-00
14-08-00
Top
6
22
24
n\a
40 E7(i111)
Conc. Pt. (Ibs)
L
14-08-00
14-08-00
Top
-11
n\a
41 J12(i359)
Conc. Pt. (Ibs)
L
15-01-08
15-01-08
Back
207 69
n\a
42 E7(i111)
Unf. Lin. (lb/ft)
L
15-10-04
17-02-04
Top
390
686
392
n\a
43 E7(i111)
Conc. Pt. (Ibs)
L
16-00-00
16-00-00
Top
6
22
24
n\a
44 E7(i111)
Conc. Pt. (Ibs)
L
16-00-00
16-00-00
Top
-11
n\a
45 J12(i357)
Conc. Pt. (Ibs)
L
16-05-08
16-05-08
Back
207 69
n\a
46 E7(i111)
Conc. Pt. (Ibs)
L
17-04-00
17-04-00
Top
6
22
24
n\a
47 E7(i111)
Conc. Pt. (Ibs)
L
17-04-00
17-04-00
Top
-11
n\a
48 J12(i394)
Conc. Pt. (Ibs)
L
17-09-08
17-09-08
Back
207 69
n\a
49 E7(i111)
Unf. Lin. (lb/ft)
L
17-10-04
19-02-04
Top
384
665
380
n\a
50 E7(i111)
Conc. Pt. (Ibs)
L
18-08-00
18-08-00
Top
6
22
24
n\a
51 E7(i111)
Conc. Pt. (Ibs)
L
18-08-00
18-08-00
Top
-11
n\a
52 J12(i353)
Conc. Pt. (Ibs)
L
19-01-08
19-01-08
Back
207 69
n\a
53 E7(i111)
Conc. Pt. (Ibs)
L
20-00-00
20-00-00
Top
4
15
16
n\a
54 E7(i111)
Conc. Pt. (Ibs)
L
20-00-00
20-00-00
Top
-7
n\a
55 E7(i111)
Conc. Pt. (Ibs)
L
20-04-12
20-04-12
Top
1
4
4
n\a
56 E7(i111)
Conc. Pt. (Ibs)
L
20-04-12
20-04-12
Top
-2
n\a
Controls Summary
Value
%Allowable Duration
Case
Location
Pos. Moment
44022 ft-Ibs
54.7%
115%
4
10-08-00
End Shear
9308lbs
45.1%
115%
4
01-11-08
Total Load Deflection
L/392 (0.601")
61.2%
n\a
4
10-08-00
Live Load Deflection
L/730 (0.323")
49.3%
n\a
11
10-08-00
Max Defl.
0.601"
n\a
n\a
4
10-08-00
Span / Depth
13.1
% Allow
% Allow
Bearing Supports
Dim. (LxW) Value
Support
Member
Material
B1 Wall/Plate
5-1/2" x 5-1/4" 10768 Ibs
5.3%
49.7%
Unspecified
132 Wall/Plate
5-1/2" x 5-1/4" 8687 Ibs
4.3%
40.1%
Unspecified
Cautions
Concentrated side load(s) 6,52 are closer than 18" from end of member. Please consult a technical
representative or Professional of Record.
Page 6 of 15
Boise Cascade Triple 1-3/4" x 18" VERSA -LAM® 2.0 3100 SP PASSED
2nd Floor Deck - 1st Floor Walls\Flush Beams\FB2-3(i249) (Flush Beam)
BC Design Engine Member Report Dry 1 1 span I No cant. August 8, 2023 15:27:30
Build 8765
Job name: Greenburg File name: Greenburg.mmdl
Address: 107 Franklin St Description: 2nd Floor Deck - 1 st Flo ... \Flush Beams\FB2-3(i249)
City, State, Zip: Northampton , Ma Specifier:
Customer: Designer: DH
Code reports: ESR-1040 Company: rk Miles
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Design based on Dry Service Condition.
BC CALC® analysis is based on IBC 2009.
1-3/4" x 18" VERSA -LAM® 2.0 3100 SP is a discontinued product. Discontinued products are not
available for purchase.
Calculation based on user input of unbraced length of Top: 00-00-00 and Bottom: 00-00-00.
Connection Diagram: Full Lenqth of Member
�h— —ri;
a minimum = 2" c = 6-1/2"
b minimum = 3" d = 24"
e minimum = 3"
Calculated Side Load = 276.0 Ib/ft
Nailing applies to both sides of the member
Connectors are: 16d Common Nails
Disclosure
Use of the Boise Cascade 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 FRAMERC , AJSTM,
ALLJOISTC , BC RIM BOARD TM, BCI® ,
BOISE GLULAMTI^, BC FloorValue® ,
VERSA -LAME, VERSA -RIM PLUSO ,
Page 7 of 15
Boise cascade`
mameraeoow;on accoxrs
Double 1-3/4" x 11-7/8" VERSA -LAME 2.0 3100 SP PASSED
---. -...-- ��
2nd Floor Deck - 1st Floor Walls\Dropped Beams\BM1-2(i415) (Dropped Beam)
BC Design Engine Member Report Dry 11 span I No cant. August 8, 2023 15:27:30
Build 8765
Job name:
Greenburg File name: Greenburg.mmdl
Address:
107 Franklin St Description: 2nd Floor Deck - 1st Flo ... opped Beams\BM1-2(i415)
City, State, Zip:
Northampton , Ma Specifier:
Customer:
Designer: DH
Code reports:
ESR-1040 Company: rk Miles
♦ : . : . . : : : : . 2
o
12-09-06
B1 B2
Total Horizontal Product Length = 12-09-06
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B 1. 2" 926 / 0 2125 / 0 1998 / 0
82, 5-1/2" 980 / 0 2232 / 0 2092 / 0
Load Summary
Live Dead Snow Wind Roof
Tributary
Live
Tag Description
Load Type Ref.
Start End
Loc.
100% 90% 115% 160% 125%
0 Self -Weight
Unf. Lin. (lb/ft) L
00-00-00 12-09-06
Top
12
00-00-00
1 E8(i114)
Unf. Lin. (lb/ft) L
00-00-00 12-09-06
Top
229 320
n\a
2 User Load
Unf. Lin. (lb/ft) L
00-00-14 12-09-06
Top
150 100
n\a
Controls Summary
Value % Allowable Duration
Case
Location
Pos. Moment
13083 ft-Ibs 53.5%
115%
3
06-02-15
End Shear
3531 Ibs 38.9%
115%
3
01-01-14
Total Load Deflection
L/405 (0.364") 59.2%
n\a
3
06-02-15
Live Load Deflection
L/798 (0.185") 45.1 %
n\a
6
06-02-15
Max Defl.
0.364" n\a
n\a
3
06-02-15
Span / Depth
12.4
Allow % Allow
Bearing Supports
Dim. (LxW) Value
Support Member
Material
B1 Hanger
2" x 3-1/2" 4318 Ibs
n\a 82.2%
Hanger
B2 Wall/Plate
5-1/2" x 3-1/2" 4536 Ibs
3.4% 31.4%
Unspecified
Cautions
Hanger model Hanger was not found.Hanger has not been analyzed for adequate capacity.
Notes
Design meets Code minimum (L/240) Total load deflection criteria.
Design meets Code minimum (L/360) Live load deflection criteria.
Design based on Dry Service Condition.
BC CALC® analysis is based on IBC 2009.
1-3/4" x 11-7/8" VERSA -LAM® 2.0 3100 SP is a discontinued product. Discontinued products are not
available for purchase.
Calculation based on user input of unbraced length of Top: 00-00-00 and Bottom: 00-00-00.
Page 1 of 15
Boise cascade Double 1-3/4" x 11-7/8" VERSA-LAM(g) 2.0 3100 SP
cnvhkf:%EU'rv,OU PFt(;l„�YS —�-
2nd Floor Deck - 1st Floor Walls\Dropped Beams\BM1-2(i415) (Dropped Beam)
PASSED
BC Design Engine Member Report
Dry 1 1 span I No cant.
August 8, 2023 15:27:30
Build 8765
Job name:
Greenburg
File name:
Greenburg.mmdl
Address:
107 Franklin St
Description:
2nd Floor Deck - 1st Flo ... opped BeamslBM1-2(415)
City, State, Zip:
Northampton , Ma
Specifier:
Customer:
Designer:
DH
Code reports:
ESR-1040
Company:
rk Miles
Connection Diagram: Full Length of Member
a minimum = 2" c = 7-7/8"
b minimum = 3" d = 24"
Calculated Side Load = 0.0 Ib/ft
Connectors are: 3-1/4 in. Pneumatic Gun Nails
Disclosure
Use of the Boise Cascade 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 FRAMERG , AJSTM
ALLJOISTC , BC RIM BOARDT"", BCI® ,
BOISE GLULAMTM, BC FloorValue® ,
VERSA -LAM®, VERSA -RIM PLUS®,
Page 2 of 15
Boise Cascade° Double 1-3/4" x 9-1/2" VERSA-LAMO LVL 2.1E 3100 SP PASSED
2nd Floor Deck - 1 st Floor Walls\Wall Headers\E4_Hd3(i238) (Wall Header)
BC Design Engine Member Report Dry 1 1 span I No cant. August 8, 2023 15:27:30
Build 8765
Job name: Greenburg File name: Greenburg.mmdl
Address: 107 Franklin St� Description: 2nd Floor Deck - 1 st Flo ... all Headers\E4_Hd3(i238)
City, State, Zip: Northampton , Ma Specifier:
Customer: Designer: DH
Code reports: ESR-1040 Company: rk Miles
61
04-02-06
B2
Total Horizontal Product Length = 04-02-06
Reaction Summary (Down / Uplift) (Ibs)
Bearing
Live Dead
Snow
Wind
Roof Live
B 1, 3"
72410 2638 / 0
3390 / 0
1655 / 41
B2, 3"
796 / 0 2606 / 0
3337 / 0
1833 / 44
Load Summary
Live Dead
Snow Wind
Roof Tributary
Live
Tag Description
Load Type Ref.
Start End
Loc.
100% 90%
115% 160%
125%
0 Self -Weight
Unf. Lin. (lb/ft) L
00-00-00 04-02-06
Top
10
00-00-00
1 E10(i116)
Unf. Lin. (lb/ft) L
00-00-00 01-11-06
Top
239
320
n\a
2 FB2-3(i249)
Conc. Pt. (Ibs) L
02-02-04 02-02-04
Top
1520 4710
6075
3472 n\a
3 FB2-3(i249)
Conc. Pt. (Ibs) L
02-02-04 02-02-04
Top
-85 n\a
Controls Summary
Value % Allowable Duration
Case
Location
Pos. Moment
10722 ft-Ibs 70.4%
115%
4
02-02-04
End Shear
5911 Ibs 81.4%
115%
4
03-01-14
Total Load Deflection
L/999 (0.079") n\a
n\a
4
02-02-04
Live Load Deflection
L/999 (0.044") n\a
n\a
11
02-02-04
Max Defl.
0.079" n\a
n\a
4
02-02-04
Span / Depth
4.8
D/ Allow D/ Allow
Bearing Supports
Dim. (LxW) Value
Support Member
Material
B1 Wall/Plate
3" x 3-1/2" 6028 Ibs
8.2% 76.5%
Unspecified
B2 Wall/Plate
3" x 3-1/2" 5943 Ibs
8.1% 75.5%
Unspecified
Notes
Design meets User specified (L/240) Total load deflection criteria.
Design meets User specified (L/360) Live load deflection criteria.
Design based on Dry Service Condition.
BC CALC® analysis is based on IBC 2009.
Calculations assume unbraced length of Top: 04-02-06, Bottom. 04-02-06.
Connection Diaaram: Full Lenath of Member
Page 12 of 15
Boi" cascw Double 1-3/4" x 9-1/2" VERSA -LAM® LVL 2.1E 3100 SP PASSED
EN.;iNlEH[b 1NYJP Riful1C15 �-----
2nd Floor Deck - 1 st Floor Walls\Wall Head ers\E4_Hd3(i238) (Wall Header)
BC Design Engine Member Report Dry 1 1 span I No cant. August 8, 2023 15:27:30
Build 8765
Job name: Greenburg File name: Greenburg.mmdl
Address: 107 Franklin St Description: 2nd Floor Deck - 1 st Flo ... all Headers\E4_Hd3(i238)
City, State, Zip: Northampton , Ma Specifier:
Customer: (:iDesigner: DH
Code reports: ESR-1040 Company: rk Miles
Connection Diagram: Full Length of Member
a minimum = 2" c = 5-1/2"
b minimum = 3" d = 24"
Calculated Side Load = 0.0 Ib/ft
Connectors are: 3-1/4 in. Pneumatic Gun Nails
Disclosure
Use of the Boise Cascade 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 CALCO, BC FRAMER@ , AJSTM,
ALLJOISTO , BC RIM BOARD TM, BCIO ,
BOISE GLULAMT", BC FloorValue@ ,
VERSA -LAM®, VERSA -RIM PLUS@ ,
Page 13 of 15
Boise CaseW
ENviNE[iED WOOD PNCD'JCiS
Double 1-3/4" x 9-1/2" VERSA -LAM® 2.0 3100 SP
l---_-
PASSED
2nd Floor Deck - 1st Floor Walls\Wall Headers\E1_Hd1(i396)
(Wall Header)
BC Design Engine Member Report Dry 11 span I No cant.
August 8, 2023 15:27:30
Build 8765
Job name:
Greenburg File name:
Greenburg.mmdl
Address:
107 Franklin St Description:
VV
2nd Floor Deck - 1st Flo ... all
Headers\E1_Hd1(i396)
City, State, Zip:
Northampton , Ma Specifier:
Customer:
Designer:
DH
Code reports:
ESR-1040 Company:
rk Miles
♦ • • • ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ i i + i i i i
10-02-00
B1 B2
Total Horizontal Product Length = 10-02-00
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
B 1. 3" 1003 / 0 1950 / 0 1923 / 0 1099 / 0
B2, 3" 1003 / 0 1943 / 0 1903 / 0 1087 / 0
Load Summary
Live Dead
Snow Wind Roof Tributary
Live
Tag Description
Load Type Ref.
Start End
Loc.
100% 90%
115% 160% 125%
0 Self -Weight
Unf. Lin. (lb/ft) L
00-00-00 10-02-00
Top
10
00-00-00
1 Rim 1(A05)
Unf. Lin. (lb/ft) L
00-00-00 10-02-00
Top
307
376 215 n\a
2 Smoothed Load
Unf. Lin. (lb/ft) L
00-00-00 10-02-00
Top
197 66
n\a
Controls Summary
Value %Allowable Duration
Case
Location
Pos. Moment
9757 ft-Ibs 60.8%
115%
5
05-01-00
End Shear
3699 Ibs 50.9%
115%
5
01-00-08
Total Load Deflection
L/349 (0.337") 68.8%
n\a
5
05-01-00
Live Load Deflection
L/660 (0.178") 54.6%
n\a
10
05-01-00
Max Defl.
0.337" n\a
n\a
5
05-01-00
Span / Depth
12.4
% Allow % Allow
Bearing Supports
Dim. (LxW) Value
Support Member
Material
B1 Wall/Plate
3" x 3-1/2" 4144 Ibs
5.6% 52.6%
Unspecified
B2 Wall/Plate
3" x 3-1/2" 4122 Ibs
5.6% 52.3%
Unspecified
Notes
Design meets User specified (L/240) Total load deflection criteria.
Design meets User specified (L/360) Live load deflection criteria.
Design based on Dry Service Condition.
BC CALCO analysis is based on IBC 2009.
1-3/4" x 9-1/2" VERSA -LAM& 2.0 3100 SP is a discontinued product. Discontinued products are not
available for purchase.
Calculation based on user input of unbraced length of Top: 00-00-00 and Bottom: 00-00-00.
Page 8 of 15
Ak Boise
casca Double 1-3/4" x 9-1/2" VERSA -LAM® 2.0 3100 SP PASSED 2nd Floor Deck - 1st Floor Walls\Wall Headers\E1_Hd1(i396) (Wall Header)
BC Design Engine Member Report Dry 1 1 span I No cant. August 8, 2023 15:27:30
Build 8765
Job name:
Greenburg
File name:
Greenburg.mmdl
Address:
107 Franklin St b
Description:
2nd Floor Deck - 1st Flo ... all Headers\E1_Hd1(i396)
City, State, Zip:
Northampton , Ma
Specifier:
Customer:
Designer:
DH
Code reports:
ESR-1040
Company:
rk Miles
Connection Diaqram: Full Lenqth of Member
a minimum = 2" c = 5-1/2"
b minimum = 3" d = 24"
Calculated Side Load = 0.0 Ib/ft
Connectors are: 3-1/4 in. Pneumatic Gun Nails
Disclosure
Use of the Boise Cascade 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 FRAMERO , AJSTM,
ALLJOISTO , BC RIM BOARD TM, BCIO ,
BOISE GLULAMTM, BC FloorValue@ ,
VERSA -LAM@, VERSA -RIM PLUS@ ,
Page 9 of 15
Boise Cascade' � Double 1-3/4" x 9-1/2" VERSA -LAM® 1.7 2650 SIP
etvkF[etf.D'MYJD aftC�'�CiS �- --
2nd Floor Deck - 1 st Floor Walls\Wall Headers\E3_Hd2(i413) (Wall Header)
BC Design Engine Member Report
Dry 11 span I No cant.
August 8, 2023 15:27:30
Build 8765
Job name:
Greenburg
File name:
Greenburg.mmdl
Address:
107 Franklin St
Description:
2nd Floor Deck - 1 st Flo ... all Headers\E3 — Hd2(i413)
City, State, Zip:
Northampton , Ma
Specifier:
Customer:
Designer:
DH
Code reports:
ESR-1040
Company:
rk Miles
1 1 1 1 0
Oft-07-12
B1 B2
Total Horizontal Product Length = 08-07-12
Reaction Summary (Down / Uplift) (Ibs)
Bearing Live Dead Snow Wind Roof Live
61,3" 195/0 383/0 217/0
B2, 3" 195/0 383/0 217/0
Load Summary
Live Dead
Snow Wind Roof Tributary
Live
Tag Description
Load Type
Ref.
Start
End
Loc.
100% 90%
115% 160% 125%
0 Self -Weight
Unf. Lin. (lb/ft)
L
00-00-00
08-07-12
Top
10
00-00-00
1 W6(i118)
Unf. Lin. (lb/ft)
L
00-00-00
08-07-12
Top
36
89 50 Ma
Controls Summary
Value
%Allowable
Duration
Case
Location
Pos. Moment
1143 ft-Ibs
12.2%
115%
2
04-03-14
End Shear
438 Ibs
6.0%
115%
2
01-00-08
Total Load Deflection
L/999 (0.033")
n\a
n\a
2
04-03-14
Live Load Deflection
L/999 (0.022")
n\a
n\a
4
04-03-14
Max Defl.
0.033"
n\a
n\a
2
04-03-14
Span / Depth
10.4
% Allow
% Allow
Bearing Supports
Dim. (LxW)
Value
Support
Member
Material
B1 Wall/Plate
3" x 3-1/2"
578 Ibs
0.8%
7.3%
Unspecified
B2 Wall/Plate
3" x 3-1/2"
578 Ibs
0.8%
7.3%
Unspecified
Notes
Design meets User specified (1-1240) Total load deflection criteria.
Design meets User specified (L/360) Live load deflection criteria.
Design based on Dry Service Condition.
BC CALCO analysis is based on IBC 2009.
1-3/4" x 9-1/2" VERSA-LAMO 1.7 2650 SP is a discontinued product. Discontinued products are not
available for purchase.
Calculations assume unbraced length of Top: 08-07-12, Bottom: 08-07-12.
Connection Diagram: Full Length of Member
b �d
a
I
c
Page 10 of 15
8oiseCascade . Double 1-3/4" x 9-1/2" VERSA -LAM® 1.7 2650 SIP
PASSED
2nd Floor Deck - 1 st Floor Walls\Wall Head ers\E3_Hd2(i413) (Wall Header)
BC Design Engine Member Report Dry 1 1 span I No cant. August 8, 2023 15:27:30
Build 8765
Job name: Greenburg "_J
Address: 107 Franklin St
City, State, Zip: Northampton , Ma
File name: Greenburg.mmdl
Description: 2nd Floor Deck - 1 st Flo ... all Headers\E3_Hd2(i413)
Specifier:
Customer: Designer: DH
Code reports: ESR-1040 Company: rk Miles
Connection Diagram: Full Length of Member
a minimum = 2" c = 5-1/2"
b minimum = 3" d = 24"
Calculated Side Load = 0.0 Ib/ft
Connectors are: 3-1/4 in. Pneumatic Gun Nails
Disclosure
Use of the Boise Cascade 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®, AJSTM,
ALLJOIST®, BC RIM BOARD TM, BCID
BOISE GLULAMT'f, BC FloorValue® ,
VERSA -LAM®, VERSA -RIM PLUS®,
Page 11 of 15